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09252025 Planning Commission Agenda Packet CITY OF MENDOTA HEIGHTS PLANNING COMMISSION REGULAR MEETING AGENDA September 25, 2025 at 7:00 PM Mendota Heights City Hall, 1101 Victoria Curve, Mendota Heights 1. Call to Order 2. Roll Call 3. Approval of Minutes a. Approve meeting minutes from the August 26, 2025 Planning Commission Meeting. 4. Public Hearings a. CASE No. 2025-17 Conditional Use Permit Application of M&M Home Contractors for a Conditional Use Permit (CUP) for residential building height for a new single- family home at 1867 Hunter Lane b. Case No. 2025-18 Zoning Ordinance Amendment Application of City of Mendota Heights for a Zoning Ordinance Amendment to complete minor clean-up updates to improve clarity and cohesiveness, add citations and remove conflicting language 5. New and Unfinished Business 6. Updates/Staff Comments 7. Adjourn Auxiliary aids for persons with disabilities are available upon request at least 120 hours in advance. If a notice of less than 120 hours is received, the City of Mendota Heights will make every attempt to provide the aid. However, this may not be possible on short notice. Please contact City Hall at 651.452.1850 with requests. Page 1 of 49 August 26, 2025 Mendota Heights Planning Commission Meeting Page 1 of 8 CITY OF MENDOTA HEIGHTS DAKOTA COUNTY, MINNESOTA DRAFT PLANNING COMMISSION MINUTES August 26, 2025 The regular meeting of the Mendota Heights Planning Commission was held on Tuesday, August 26, 2025, in the Council Chambers at City Hall, 1101 Victoria Curve, at 7:00 P.M. The following Commissioners were present: Acting Chair Jason Stone, Commissioners Patrick Corbett, Cindy Johnson, Brian Udell, Jeff Nath, and Steve Goldade. Those absent: Chair Litton Field. Approval of Agenda Acting Chair Stone stated that a revised agenda has been circulated and noted that Item 4B will not be discussed tonight as the applicant has withdrawn Planning Case No. 2025-15. The revised agenda was approved as submitted. Approval of July 22, 2025, Minutes COMMISSIONER NATH MOVED, SECONDED BY COMMISSIONER CORBETT, TO APPROVE THE MINUTES OF JULY 22, 2025. AYES: 6 NAYS: 0 Hearings A)TABLED PLANNING CASE 2025-12 M&M HOME CONTRACTORS, 1867 HUNTER LANE – MRCCA PERMIT Community Development Manager Sarah Madden explained that M&M Home Contractors is the applicant and owner’s representative of the property located at 1867 Hunter Lane, and has requested a Mississippi River Corridor Critical Area (MRCCA) Permit to construct a new single- family home located at 1867 Hunter Lane. A duly noticed public hearing was opened at the July 22nd Planning Commission meeting. Two residents representing one household spoke in favor of the proposal, and one resident spoke inquiring about tree removal and any plans for additional utility work for the construction of the home. City staff have received one written comment related to this item, which was included in the staff report. During discussion of the application, the Commission expressed concerns with the available details on the proposed landscaping for the new home site and requested additional information from the applicant. The applicant was unable to attend the July 22nd meeting, but has provided updated landscaping plans and details, which were included in the packet. An updated survey was also provided, illustrating the location of existing trees on the property. Page 2 of 49 3a. August 26, 2025 Mendota Heights Planning Commission Meeting Page 2 of 8 Hearing notices were published and mailed to all properties within 350 feet of the site; one written comment was received. Community Development Manager Sarah Madden provided a planning staff report and a presentation on this planning item to the Commission (which is available for viewing through the City’s website). Staff recommended approval of this application based on the findings and with conditions. Commissioner Johnson referenced a comment made at the last meeting related to a potential intermittent stream and asked if there was any information on that. Community Development Manager Sarah Madden stated that there is no confirmation of the existence of the intermittent stream. She noted that this is one parcel of three owned by the same property owner, so the stream could be located on an adjacent property if it does exist. Commissioner Johnson asked if the rate of stormwater flow had been reviewed. Public Works Director Ryan Ruzek commented that the rates are not factored in for the single- family home construction, and a measure of abstraction is required, and noted that this request meets that requirement. Commissioner Johnson referenced the primary conservation area on the western edge of the property and asked staff to identify that area. Community Development Manager Sarah Madden provided additional details on the forested area of the bluff that is considered to be the existing vegetative stand on the edge of the property. She highlighted the bluff impact zone (BIZ) and confirmed that the vegetative stand is within the BIZ. Acting Chair Stone commented that the public hearing from the last meeting was tabled and, therefore, is still open and invited comments from the public. The applicant confirmed that he is available to answer any questions. Commissioner Johnson thanked the applicant for updating and providing more detailed information, noting that because this is an MRCCA permit, there are more requirements. Theresa Cosgriff, 1875 Hunter Lane, noted that she and her husband submitted a written comment to the Mayor on this topic. She noted that this lot has sat vacant for many years in rough condition. She stated that the neighborhood has been updating, and people have been reinvesting in their properties, and she believed that the new home would assist in that vision for the neighborhood. She stated that she and her husband built their home five years ago and enjoyed the flexibility of working with the Planning Commission and City Council, and asked that this applicant be provided with the same flexibility. Page 3 of 49 August 26, 2025 Mendota Heights Planning Commission Meeting Page 3 of 8 Seeing no one further coming forward wishing to speak, Acting Chair Stone asked for a motion to close the public hearing. COMMISSIONER CORBETT MOVED, SECONDED BY COMMISSIONER NATH, TO CLOSE THE PUBLIC HEARING. AYES: 6 NAYS: 0 Commissioner Johnson commented that it seems the existing bituminous drive is going to be kept and expanded. She asked for more information on the material that would be used for the expanded portion of the driveway. Mike Fritz, applicant, commented that the decision on that material has not yet been made. COMMISSIONER CORBETT MOVED, SECONDED BY COMMISSIONER NATH, TO RECOMMEND APPROVAL OF THE MRCCA-CRITICAL AREA PERMIT REQUEST FOR 1867 HUNTER LANE, WITH THE FOLLOWING CONDITIONS: 1.A BUILDING PERMIT, INCLUDING A GRADING PLAN, MUST BE APPROVED BY THE CITY PRIOR TO THE COMMENCEMENT OF ANY SITE WORK. 2.THE PROPOSED PROJECT MUST COMPLY WITH ALL REQUIREMENTS OF THE CITY’S LAND DISTURBANCE GUIDANCE DOCUMENT. ALL PLANS MUST BE REVIEWED AND APPROVED BY THE PUBLIC WORKS DIRECTOR. 3.ALL EROSION CONTROL REQUIREMENTS MUST BE PUT IN PLACE PRIOR TO THE COMMENCEMENT OF ANY GRADING AND SITE WORK ACTIVITIES. SUCH MEASURES MUST REMAIN IN PLACE FOR THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL PROPER SITE RESTORATION PLANS ARE COMPLETED. 4.ALL GRADING AND CONSTRUCTION ACTIVITY MUST COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS AND CODES. 5.ALL WORK ON SITE WILL ONLY BE PERFORMED BETWEEN THE HOURS OF 7:00 A.M. AND 8:00 P.M. MONDAY THROUGH FRIDAY; 9:00 A.M. TO 5:00 P.M. WEEKENDS. AYES: 6 NAYS: 0 Acting Chair Stone advised the City Council would consider this application at its September 2, 2025, meeting. B) PLANNING CASE 2025-15 BC MIDDLETON LLC, WENTWORTH HILLS – PRELIMINARY PLAT This application was withdrawn. New and Unfinished Business Page 4 of 49 August 26, 2025 Mendota Heights Planning Commission Meeting Page 4 of 8 A) DORSET ROAD – STREET IMPROVEMENTS Assistant City Engineer Lucas Ritchie stated that Dakota County, in partnership with the cities of Mendota Heights and West St. Paul, is planning to reconstruct Delaware Avenue in 2027 between Marie Avenue and Dodd Road. As part of this project, the project team has evaluated the Delaware Avenue and Dorset Road intersection. Currently, the Dorset Road approach to Delaware Avenue has a slope that exceeds the City’s maximum allowable roadway grade of six percent. This condition presents long-term safety and maintenance concerns, and the County project provides a feasible opportunity to address this issue. Commissioner Johnson asked if the proposed length of the cul-de-sac would meet the City's requirements. Public Works Director Ryan Ruzek replied that the current length would be 640 feet and anticipated that the new Code would allow a length of more than 500 feet. He stated that the current language in the Code related to 500 feet is not enforceable. He explained that when the new language is adopted, most existing cul-de-sacs would come into conformance with the Code if less than 750 feet. Commissioner Johnson referenced the northwest property that would be proposed to be purchased by Dakota County and asked for more information. Assistant City Engineer Lucas Ritchie identified the property, 1211 Delaware, and noted that the property has already been acquired by Dakota County. Commissioner Johnson asked if staff had considered making Dorset Road go through that property. Assistant City Engineer Lucas Ritchie replied that it is not something the consultant or County has looked at, noting that he is unsure there would be sufficient space for turning movements. Public Works Director Ryan Ruzek replied that it is still anticipated to have a single-family home on that property in the future, as the County only needs about two feet on the eastern border, along with the easement. Commissioner Corbett asked for more information on the location of the right-of-way. Assistant City Engineer Lucas Ritchie replied that the right-of-way shown on the map is incorrect and identified the location of the existing right-of-way as well as previously vacated right-of-way. Commissioner Corbett asked if there has been consideration of residents’ land that would be used in terms of funding. Page 5 of 49 August 26, 2025 Mendota Heights Planning Commission Meeting Page 5 of 8 Assistant City Engineer Lucas Ritchie replied that without going through the formal negotiations, they have not decided one way or the other. He stated that they are asking for a recommendation from the Commission to forward to the City Council, noting that staff does not favor one option over the other. He also asked the Commission to hear the input from the residents in attendance. Commissioner Goldade asked about the differences between the two concepts other than the cul- de-sac length. Assistant City Engineer Lucas Ritchie replied that the true differences are the lots that would be impacted. He stated that each concept would impact a total of three properties, although not the same properties. Acting Chair Stone asked if staff had a preference on the concepts from an engineering standpoint. Assistant Engineer Lucas Ritchie stated that, objectively, a cul-de-sac does reduce the issue of conflict and is something that has been identified as a safety concern related to the slope of the road. He stated that he does not have a preference between the two cul-de-sac concepts. Acting Chair Stone asked if staff are aware of any accidents on this road. Public Works Director Ryan Ruzek replied that there is no crash data recorded in this area. Acting Chair Stone asked for the recommendation of the Public Works Director. Public Works Director Ryan Ruzek stated that he aligns with the comments made by the Assistant Engineer. He noted that the neighbors in this area may have more input on a desired concept. Commissioner Goldade asked and received confirmation that the referenced improved safety would be related to vehicle, bicycle, and pedestrian traffic. Assistant City Engineer Lucas Ritchie commented that there would also be a benefit for the Public Works staff when plowing. Commissioner Johnson inquired about the construction schedule for the trail along Delaware. Assistant City Engineer Lucas Ritchie commented that the trail along Delaware would be part of this project, from Marie to Dodd Road. Acting Chair Stone invited the public to provide input. Scott Swank, ½ Dorset Road, identified mature trees that they would be losing as part of the Delaware project. He noted that option one would remove additional trees from their property, and therefore, he would oppose that and prefer option two, which more evenly takes from all properties. He noted that option one takes 75 to 80 percent of the property from his backyard. He confirmed that he supports concept two. Page 6 of 49 August 26, 2025 Mendota Heights Planning Commission Meeting Page 6 of 8 Commissioner Johnson noted that concept two would still seem to impact their trees. Heidi Swank, ½ Dorset Road, commented that concept two would impact one of the two trees. She stated that they will lose all their front yard trees either way, but they see the value in the project and can replant trees. She agreed that the Dorset Road hill is problematic, and they have experienced a driver sliding down the hill into their yard. She noted that they have also watched snowplows have trouble with the hill in the winter. Arthur Miller, 1 Dorset Road, stated that he purchased his lot in 1964 and has seen injuries on the road from children skateboarding and vehicles that cannot make it up the hill in the winter. He agreed that the cul-de-sac would be the better option for safety. Mary and Tim Kirby, 3 Dorset Road, stated that they support this plan, and she prefers concept two. She acknowledged that they would lose some trees, but noted that the trees they would lose are not as valuable as the trees in the Swanks’ yard. She stated that people have run into the tree in their yard coming down the hill, as it is a dangerous slope. Mr. Kirby also commented on the dangerous road conditions in the winter because of the slope. Mrs. Kirby stated that she does have questions about drainage and would like to see a vegetative garden to absorb some of the drainage. Mr. Kirby commented that this change would move some of the cut-through traffic to cut through Mears and, therefore, would encourage some type of traffic calming on Mears as well. Mike Kuenster, 9 Mears Avenue, stated that regardless of whether concept one or two is chosen, he would like to comment on his experience living on the corner of Mears and Dodd. He commented that this is the third time he has been at City Hall to speak on this. He asked if electronic stop signs are used in the city. Public Works Director Ryan Ruzek replied that the City currently does not have enhanced stop signs. He stated that there are some speed radar feedback signs, which are limited to collector streets and striped roadways. He commented that the signage was recently replaced at that intersection. He commented that his neighbors have young children, and he has safety concerns. He stated that traffic that would have normally turned onto Dorset to go to Mears would naturally have slowed speeds during that turning movement, but now will turn directly onto Mears. Acting Chair Stone asked if there were thoughts to install speed bumps on Mears. Public Works Director Ryan Ruzek replied that staff would never recommend speed bumps, noting that he is not aware of any communities in Dakota County that use speed bumps. He commented on the conflicts that would be created for snowplowing. He stated that other improvements could be considered for traffic calming. He acknowledged that there is cut-through traffic, and the stop signs in that area have been installed as a method to slow traffic. Mr. Kuenster noted that Lilydale senior community has speed bumps, and it was confirmed that it is a private roadway that is privately maintained. He asked his neighborhood to be the test for electronic stop signs. Page 7 of 49 August 26, 2025 Mendota Heights Planning Commission Meeting Page 7 of 8 Commissioner Goldade commented that the issue of traffic control seems to be outside the purview of the Commission. Commissioner Nath noted that other traffic calming measures could be considered, other than a speed bump. Public Works Director Ryan Ruzek stated that the first step would be to collect data, acknowledging that for someone standing in their yard, it would seem fast for a vehicle to pass by at the speed limit of 30 miles per hour. Commissioner Goldade stated that in the staff presentation, it was mentioned that two people opposed the project, but they did not speak tonight. He asked if proper notice was provided. Assistant City Engineer Lucas Ritchie commented that the notice area for this project was actually expanded, and every resident who provided feedback was also sent notification of the meeting. Commissioner Johnson recognized that the Swanks prefer concept two, which shows an extension of their driveway that could impact their trees. She stated that from her perspective, in either concept, they would lose their trees. She asked if the Swanks would still prefer concept two. Mrs. Swank commented that they may still lose the trees. She acknowledged that their lot is not very private, but concept one would take more of their land, and therefore, they would still prefer concept two. She stated that they could perhaps rethink the driveway to save the tree. Assistant City Engineer Lucas Ritchie commented that the concepts are conceptual, and it is possible that the driveway width and trail alignment could be tweaked to save trees. He noted that it is also possible that additional trees could be added within the right-of-way. Acting Chair Stone commented that there is a steep hill and all the residents on that street who spoke prefer concept two, and therefore, he will also support that concept. He suggested that the City also complete a study related to the traffic that will be pushed over to Mears and the traffic calming that could be added. Commissioner Johnson agreed that concept two would seem to have the least impact, as it spreads the impact among the neighbors. COMMISSIONER CORBETT MOVED, SECONDED BY COMMISSIONER JOHNSON, TO RECOMMEND THAT STAFF PROCEED WITH THE REMOVAL OF THE DORSET ROAD CONNECTION TO DELAWARE AVENUE AND CONSTRUCTION OF THE CUL-DE-SAC AS SHOWN IN CONCEPT TWO. AYES: 6 NAYS: 0 Staff Announcements / Updates Page 8 of 49 August 26, 2025 Mendota Heights Planning Commission Meeting Page 8 of 8 Community Development Manager Sarah Madden noted the next scheduled meeting date of September 25th. She provided an update on recent actions of the City Council related to cases recommended by the Planning Commission. Adjournment COMMISSIONER NATH MOVED, SECONDED BY COMMISSIONER CORBETT, TO ADJOURN THE MEETING AT 8:19 P.M. AYES: 6 NAYS: 0 Page 9 of 49 4.a Planning Commission Meeting Date: September 25, 2025 Agenda Item: CASE No. 2025-17 Conditional Use Permit Application of M&M Home Contractors for a Conditional Use Permit (CUP) for residential building height for a new single-family home at 1867 Hunter Lane Department: Community Development Contact: Sarah Madden, Community Development Manager Introduction: M&M Home Contractors is the Applicant and Owners’ Representative of the property located at 1867 Hunter Lane, and has requested a Conditional Use Permit (CUP) to allow for a residential building height of 22-ft 11.75-in for the construction of a new single-family home located at 1867 Hunter Lane. A public hearing notice for this item was published in the Pioneer Press and notice letters were mailed to all surrounding properties within 350-feet of the subject property. No public comments were received as of the submittal of this report. Background: The applicant is requesting a Conditional Use Permit (CUP) to allow a new single-family home to exceed the calculated average building height required for infill development in the R-1 Low Density Residential zoning district. The subject property is located on the west side of Hunter Lane and generally southeast of Sibley Memorial Highway and adjacent wooded vacant lots. The subject property is part of the Colliton Place subdivision, originally platted in 1946. The existing lot is vacant, but previously was developed with a single-family home which was demolished in 2023. The proposed project is to construct a new 8,907 sq-ft home on the property. The home is proposed to be located in the general center of the lot, which is consistent with neighboring existing homes and the prior constructed home. While the R-1 district permits a maximum building height of 25 feet, infill development is subject to additional height restrictions per Section 12-4A-7 (listed below), which limits building height to the average height of the principal structures on the immediately adjacent lots. The calculated average height for this property is approximately 19 feet (based on an estimated 13 feet to the north and 25 feet to the south). The applicant is proposing a height of 21 feet, 11.75 inches, requiring a CUP to exceed the calculated average height. "12-4A-7: STRUCTURE HEIGHT STANDARDS: C. Height Standards for Infill Development in R-1 Zoning District. The following height standards are established for any infill lot in the R-1 Zoning District: 1. The permitted maximum height shall be determined by taking the average of the Page 10 of 49 two adjacent principal residential structures, but in no case shall the maximum be set lower than 15-feet. 2. To exceed the maximum height established in C.1, a Conditional Use Permit must be obtained. In no case shall the permitted height exceed 25-feet unless a Variance is also obtained." The applicant has revised the roof design to comply with the maximum 9:12 primary roof pitch now required by City Code. The primary roof structure, as illustrated on the provided plans A4: Right Elevation, contains roof pitches of 9:12 and 4:12. Ornamental roof elements exceeding a 9:12 pitch are located on the street-facing facade, with a 12:14 roof over the garage doors. This roof structure is secondary within the design, and the peak of this roof feature does not exceed the height of the primary roof structure at 9:12 pitch. There are also additional ornamental roof features over dormers with a 12:14 pitch. These features are subordinate to the primary roof and are consistent with previous staff interpretations allowing such architectural elements when they do not affect the height calculation of the primary structure. The City will be considering clarifying language to maximum roof pitch in the future to make it clear to applicants that the intent of the maximum roof pitch standard is to regulate overall residential structure height. Analysis: Pursuant to Title 12-5B-5, the city recognizes that the development and execution of Zoning Code is based upon the division of the city into districts within which regulations are specified. It is further recognized that there are special or conditional uses which, because of their unique characteristics, cannot be properly classified in any district or districts without consideration, in each case, of the impact of those uses on neighboring land or the public need for the particular location. To provide for these needs, the city may approve a conditional use for those uses and purposes, and may impose conditions and safeguards in such permits to ensure that the purpose and intent of this chapter is effectively carried out. The City may grant a conditional use provided the proposed use demonstrates the following: a.Use will not be detrimental to the health, safety or general welfare of the community, b.Use will not cause serious traffic congestion nor hazards, c.Use will not seriously depreciate surrounding property value, and d.Use is in harmony with the general purpose and intent of this chapter and the comprehensive plan. A-C) The proposed use will not be detrimental to the health, safety or general welfare of the community; will not cause serious traffic congestion or hazards; nor depreciate surrounding property value. Staff Response: The proposed building height remains below the R-1 district’s maximum permitted height of 25 feet and meets all applicable zoning, building, and MRCCA standards. No adverse impacts to health, safety, or welfare have been identified. The proposed height increase does not alter the single-family residential use or generate additional traffic. Access and on- site parking remain consistent with code requirements. The proposed structure is compatible in scale and character with surrounding development. One adjacent home is 25 feet tall, and the proposed height (21 feet, 11.75 inches) is within that context. The home is also proposed to be setback 14.7-ft from the north side property line and 14.1-ft from the Page 11 of 49 south side property line, which exceeds the minimum 10-ft setback for single-family development in R-1. Staff finds no evidence that the height request as proposed in this CUP application would negatively impact property values. D) The use is in harmony with the general purpose and intent of this chapter and the Comprehensive Plan. Staff Response: The project supports the Comprehensive Plan’s goals for neighborhood reinvestment and compatibility in infill development. The applicant has revised the design to conform with roof pitch standards, and the proposed height is modest, reasonable, and consistent with the intent of the zoning ordinance. Alternatives: 1. Approve the CUP request for 1867 Hunter Lane, which would allow for the construction of a new single-family home based on the findings-of-fact that the proposed project is compliant with the purpose and intent of the zoning ordinance and Comprehensive Plan, with certain conditions; or 2. Deny the CUP request for 1867 Hunter Lane, based on the revised or amended findings- of-fact that the application does not meet certain policies and standards of City Code as determined by the Planning Commission; or 3. Table the request and request additional information from staff and/or the applicant; Staff will extend the review period an additional 60 days, in compliance with Minnesota State Statute 15.99. Staff Recommendation: Staff recommends that the Planning Commission recommend approval of the requested Conditional Use Permit (CUP) by M&M Home Contractors for the property at 1867 Hunter Lane, with the following conditions: 1.A building permit must be approved and issued by the City prior to the commencement of any work. All applicable zoning, building, and MRCCA requirements shall be met prior to issuance of a building permit. 2.The building height shall not exceed 21 feet, 11.75 inches, as measured per definition of Building height in City Code. 3.The building shall be constructed in substantial conformance with the plans submitted and dated 9/5/2025. 4.Street-facing ornamental roof elements exceeding a 9:12 pitch shall be permitted as subordinate features, provided they do not contribute to the overall building height measurement. Attachments: 1.Findings of Fact for Approval 2.Site Location Map 3.Certificate of Survey and Site Plan 4.1867 Hunter Lane Architectural Construction Plans (9/5/25) Page 12 of 49 Planning Case 2025-12 (MRCCA Permit for 1867 Hunter Lane) Page 1 of 1 FINDINGS-OF-FACT FOR APPROVAL Conditional Use Permit (CUP) for 1867 Hunter Lane The following Findings of Fact are made in support of approval of the proposed requests: 1.The proposed construction of a new single family home is consistent with the 2040 Comprehensive Plan and the Zoning Ordinance for property within the R-1 Low Density Residential Zoning District. 2.The proposed project will not be detrimental to the health, safety or general welfare of the community; should not cause any serious traffic congestion nor hazards; will not seriously depreciate surrounding property value; and said use appears to be in harmony with the general purpose and intent of the City Code and the Comprehensive Plan. 3.The construction of the home as shown in the provided plans represents reinvestment in a residential neighborhood that is consistent with the Comprehensive Plan’s goals for residential land uses; and is consistent with current single-family development pattern of the neighborhood. Page 13 of 49 4a1. 6666666 6666666 66666666666666666666666666! "" ³³³³! ³ ³ ³ ³ ³³" """ " " "" "³³ ³³" ³* ³ ³³ ³ ³³** * ³ * ! ³ * **6666666666666 6 FMFMFMFMFMFMFM 6 6 6 66 66666!!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 1885 1253 1889 1875 1881 1860 1880 1890 1870 1850 1254 1819 1845 1855 1867 1154 1827 1903 1175 1840 1833 1901 1247 1905 1831 1885 1907 1835 1911 1830 1836 1902 1838 1235 1908 1908 1914 1151 1916 1841 1851 1859 1865 1871 1875 1199 118712051921 11551171 1145 1242 1892 1919 1838 1248 1145 1920 1840 1230 HUNTER LNORCHARD PL SIBLEY MEMORIAL HWYHUNTER CT ORCHARD CIRGLENHILL RDNearmap US Inc, Dakota County, MN Site Location/Aerial Map1867 Hunter Lane Date: 7/18/2025 City ofMendotaHeights0210 SCALE IN FEET GIS Map Disclaimer:This data is for informational purposes only and should not be substituted for a true title search, property appraisal, plat,survey, or for zoning verification. The City of Mendota Heights assumes no legal responsibility for the information containedin this data. The City of Mendota Heights, or any other entity from which data was obtained, assumes no liability for any errorsor omissions herein. If discrepancies are found, please contact the City of Mendota Heights. Contact "Gopher State One Call" at 651-454-0002 for utility locations, 48 hours prior to any excavation. Page 14 of 49 4a2. Page 15 of 49 4a3. Page 16 of 49 Page 17 of 49 F.D.RADON -UPUP (17) EQ. R.& 10" TREADSW/ 1" NOSINGWOOD10'X10'STAIRCASEFEATURESFURNACEWATER HEATERSUMP BASKETFLOOR DRAINWASHERDRYERLAUNDRY SINKFIREPLACESINKDISHWASHERREFRIGERATORVANITY/SINKTOILETSHOWERTUB/SHOWERUNITDOORWINDOWCLOSETSHELVINGSUPPORTPOSTSTRUCTURALBEAMSTAIRCASEINFORMATIONROOMNAMEATTIC ACCESSNOTE: KEY SHOWS INFORMATION/DETAILS THAT ARE NOT TYPICALLYNOTED, REFER TO PLAN FOR ADDITIONAL INFORMATION/DETAILSSQUARE FOOTAGE CALCULATIONSFINISHED SQ. FTG.3220 SQ.FTUNFINISHED SQ. FTG. 171 SQ.FT.OVERALL BASEMENT SQ. FTG. 3391 SQ.FT.FINISHED SQ. FTG.2324 SQ.FT.GARAGE SQ. FTG. 1266 SQ.FT.OVERALL FIRST FLOOR SQ. FTG. 3590 SQ.FT.FINISHED SQ. FTG. 2057 SQ.FT.TOTAL FINISHED SQ. FTG:7601 SQ.FT.GRAND TOTAL SQ. FTG: 9038 SQ.FT.DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25SHEET INDEX::::C COVERA1 FRONT ELEVATIONA2 LEFT ELEVATIONA3 REAR ELEVATIONA4 RIGHT ELEVATIONA5 ROOF PLANA6 FOUNDATION PLANA7 FINISHED BASEMENT PLANA8 FIRST FLOOR PLANSA9 SECOND FLOOR PLAND1 BUILDING SECTIONSD2 BUILDING SECTIOND3 BUILDING SECTIOND4 BUILDING SECTIOND5 DETAILSD6 DETAILSR1 RADON DETAILSS1 BASEMENT WALL BRACINGS2 1ST FLOOR BRACINGS3 2ND FLOOR BRACING & DETAILS1. ALL CEILINGS ARE TO HAVE 5/8" NON-SAGGYPSUM BOARD UNLESS OTHERWISE NOTED.2. ALL WALLS ARE TO HAVE 12" GYPSUMBOARD UNLESS OTHERWISE NOTED.3. GARAGE CEILING AND WALLS THAT ADJOINHOUSE WALLS ARE TO BE 58" GYPSUMBOARD PER CODE.1. ALL WINDOWS AND DOORS TO BE DOUBLE PANEGLASS PANELS WITH LOW-E RATINGS.2. ANY WINDOW WITHIN 24" OF A DOOR SWING MUSTBE TEMPERED PER CODE.3. ANY WINDOW ABOVE A TUB/WET AREA MUST BETEMPERED PER CODE.4. ANY WINDOW WITHIN A STAIRWAY MUST BETEMPERED PER CODE.5. WINDOW GLAZING MUST BE AT LEAST 18" A.F.F.WHEN WINDOW IS ABOVE 6' FROM GRADE. IF WITHIN18", WINDOW MUST BE TEMPERED.6. ALL BEDROOMS TO HAVE AT LEAST ONE WINDOWTHAT 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 THAN 44"A.F.F.7. WINDOWS WITH SILLS WITHIN 3' OF THE FLOORTHEY SERVE AND ARE 72" ABOVE GRADE MUST EITHERHAVE A FALL PREVENTION OR OPENING LIMITERDEVICE PER CODE.1. ALL ELECTRICAL AND MECHANICAL EQUIPMENT TOBE VERIFIED AND INSTALLED PER CODE BY APPROVEDTRADES AND INSTALLERS.2. HVAC CONTRACTOR TO VERIFY LAYOUT FORDUCT-RUNS BEFORE INSTALLATION, IF MODIFICATIONIS REQUIRED, REPORT INFORMATION/CHANGES TOCONTRACTOR & LITTFIN DESIGN.1. ALL EXTERIOR WALLS TO BE 16" O.C. WITH ADOUBLE TOP PLATE UNLESS OTHERWISE NOTED.2. WALL FRAMING SHALL BE S.P.F. STUD GRADE ORBETTER UNLESS NOTED OTHERWISE (U.N.O.)3. ALL HEADERS SHALL BE PER PLAN4. ALL EXTERIOR HEADERS SHALL HAVE(1)2X6 BEARING STUD & (1) 2X6 FULL HEIGHT KINGSTUD ON EACH SIDE U.N.O. (REVIEW PLANS)5. ALL INTERNAL HEADERS & BEAMS SHALL HAVE(1)2X6 OR (1)2X4 BEARING STUD ON EACH SIDE U.N.O.6. EXTERIOR SHEATHING SHALL BE 7/16" MATERIALCONSISTING OF ORIENTED STRAND BOARD (OSB).-ALLFLOOR AND CEILING SYSTEMS TO BE CHECKED ANDDESIGNED BY THE DESIGNATED MANUFACTURER.FLOOR PLANS TO BE ON SITE.7. HEADER SIZES ARE TO BE USED PERPLAN AND DEVIATION FROM ANY SIZE MUST BEAPPROVED BY DESIGNERS.8. PRESSURE TREADED WOOD IS TO BE USED WHEREWOOD IS IN CONTACT WITH CONCRETE AND AT 2X6MUD SILL. TREATED MEMBERS TO BE S.Y.P.#2 ORBETTER.9. FOR OPENINGS IN EXTERIOR WALLS (OR WALLS W/LATERAL LOADING:a. 0'-0" - 4'-0"= 1 JACK STUDb. 4'-0" - 8'-0"= 2 JACK STUDSc. 8'-0" - 12'-0" = 3 JACK STUDSd. GREATER THAN 12' = CONSULT ENG.10. POSTS CALLED OUT ARE NUMBER OFTRIMMER/JACK STUDS REQUIRED PER SIDE OFOPENING.1. ALL CONCRETE FOOTINGS AND FOUNDATIONSYSTEMS ARE DESIGNED FOR A 2000 P.SF. SOIL.2. FOUNDATION WALLS SHALL BE FULL HEIGHT ATUNBALANCED FILL GREATER THAN 3'4".3. 1/2" ANCHOR BOLTS EMBEDDED 7" MINIMUM @ 6'O.C. MAX. 12" MIN, FROM EACH END. MINIMUM OF 2BOLTS IN EACH SILL PLATE (REFER TO STRUCTURALPAGES).4. PAD FOOTING REINFORCEMENT IS TO BE LOCATED(3") FROM BOTTOM OF FOOTING TYP. (WHENREQUIRED)5. REFER TO STRUCTURAL PAGES FOR ADDITIONALINFORMATION REGARDING RE-BAR/ETC.6. CCOVERSHEETSCALED PRINT @ 24X36SINGLE FAMILY CONSTRUCTION TYPE IRC-1-2020 MINNESOTA STATE RESIDENTIAL CODE-2023 NATIONAL ELECTRICAL CODE-2020 MINNESOTA STATE MECHANICAL & FUEL GASCODE-2020 MINNESOTA STATE FIRE CODE-2020 MINNESOTA PLUMBING CODEDESIGNED WITH 2000 PSI SOILS, ALL FOUNDATIONCONSTRUCTION MUST FACTOR IN THIS AT A MINIMUM.DESIGNED WITH "EXPOSURE B" CLASSIFICATIONS ANDWINDGUSTS OF 115 MPH PER 2020 MN RESIDENTIAL CODEREGULATIONS.-ALL FOUNDATION WALL STRUCTURAL INFORMATIONUSED TO CONSTRUCT THE FOUNDATION SYSTEM IS TOBE ON SITE WHEN POURING OR BUILDING WALLS.-ALL STRUCTURAL BEAMS, POSTS & TALL WALLS ARETO BE BUILT PER I-LEVEL SPECIFICATIONS.-ALL MANUFACTURED FLOOR & ROOF TRUSSES ARETO BE INSTALLED PER MANUFACTURERSSPECIFICATIONS.-ALL MANUFACTURED FLOOR & ROOF TRUSSSPECIFICATIONS ARE TO BE ON SITE DURINGINSTALLATION.-SH3050 EQUALS SINGLE HUNG 3'0" BY 5'0"-FX2646 EQUALS FIXED 2'6" BY 4'6"1. ALL EXTERIOR WALLS TO HAVE A MINIMUMRATING OF R-20.2. ALL ATTIC SPACES ARE TO HAVE A MINIMUMRATING OF R-49.3. ALL FLOOR SPACES OVER UNCONDITIONEDSPACE OR CANTILEVERED ARE TO BEINSULATED TO MIN. R30.Page 18 of 494a4. SCALE: 1/4" = 1'-0" FRONT ELEVATION1R 5 '-6 "4'-0"2'-8 1/4"4" TRIM PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZEPER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.3" PRECAST CAPPER SPEC.1'X1' SOLID COLUMN ON 1'8" SQUARE CMUBASE W/STONE VENEER & 3" PRECAST CAP PER DETAIL4" TRIM PER SPEC.R7'-3 1/2"4'-0"10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"10'-0"8 1/4"EPDM FLATROOF SYSTEM12" TRIM PER SPEC.6" TRIM PER SPEC.12" TRIM PER SPEC.6" TRIM PER SPEC.EPDM FLATROOF SYSTEM10'-9 3/8"6"11'-0"8'-6"4" TRIM PER SPEC.4'-9 3/4"2'6"X5' FIXED WINDOWW/ BLACK BACKERNOTE:GARAGE WINDOWS TOHAVE PRIVACY TINT.HANGING PORCH LIGHTBELOW ROOF.21'-11 3/4"PANEL MATERIALPER SPEC.PITCH CHANGEMETAL CORNERSPER SPEC.17'-8"20'-6"14/12 ROOF PITCHW/ 2' OVER HANG14/12 ROOF PITCHW/ 2' OVER HANG14/12 ROOF PITCHW/ 2' OVER HANG12" TRIM PER SPEC.6" TRIM PER SPEC.SMART PANELMATERIAL PER SPEC.SMART PANELMATERIAL PER SPEC.1. ICE AND WATER BARRIER @ BOTTOM 6' OF ALL ROOF LINES,EXTEND BARRIER MIN. 3' ON EACH SIDE OF VALLEY, COVERENTIRE FACE OF ROOF SADDLES. VERIFY ADDITIONALLOCATIONS OF ICE AND WATER BARRIER AS NEEDED INFIELD.2. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODEREGULATIONS.3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS,AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TOEXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE.4. ALL PENETRATIONS THROUGH EXTERIOR WALLS ORROOFING MUST BE SEALED AND FLASHED PERMANUFACTURE. SPECIFICATIONS AND IRC CODEREGULATIONS.5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OFWINDOWS AND ROOFS.6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BEDROPPED UNLESS OTHERWISE NOTED.7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS.8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD,AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS.10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADESPECIFICATIONS.11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE.12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITEWOOD AND SIZED TO COVER THE EDGE OF STONE.13. GRADE CONDITIONS MAY VARY ON SITE.BASE3" PRE-CAST CONCRETECAP EXTENDED 2" PASTEDGES OF STONE BELOWMIN. (1)#4 REBAR DOWELEXTENDED THROUGH BASE12" CMU BLOCK, FILLED (OR)POURED IN PLACE BASETO HEIGHT NOTED ONEXTERIOR ELEVATIONSEXTEND DOWEL 4" INTO FOUNDATIONOR SLAB BELOW (OR) ANCHORPER MASON DETAILSTONE FINISH AT SIDESOF COLUMN PER EXTERIORS3/4" = 1'-0"12"X12" COLUMN OVER 1'8" SQUARE STONE BASE DETAIL3CEILING/DROPPEDBEAM PER PLAN8" TRIM BOARDMETAL CONNECTOR@ TOP12" COLUMN FINISHMATERIAL PER SPEC.CENTER POST, VERIFYWITH PLAN.SECTIONTOPCENTER POST, VERIFYWITH PLAN.12" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ BASE8" TRIM BOARD12" COLUMN FINISHMATERIAL PER SPEC.@ ALL SIDES.2X FRAMING AT MIDDLETO SUPPORT FINISHES.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.2' X 2' BRACKET MADE OF6" X 6" CEDAR W/ 45o ANGLEDCENTER ELEMENT, W/ 2" 45oCHAMFER ENDS AS SHOWN- PER SPECSCALE: 1/2" = 1'-0" 2'X2' DECORATIVE BRACKET245.0°-MATERIAL: SMART-SIDING,VERIFY W/ SPEC.-MATERIAL: COMPOSITE,VERIFY W/ SPEC.DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25A1FRONTELEVATIONSCALED PRINT @ 24X36Page 19 of 49 SCALE: 1/4" = 1'-0" LEFT ELEVATION14'-0"4" TRIM PER SPEC.8" TRIM BOARD PER SPEC.6" TRIM BOARD PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.3" PRECAST CAPPER SPEC.4" TRIM PER SPEC.4" TRIM PER SPEC.4" TRIM PER SPEC.10'-9 3/8"6"11'-0"EPDM FLATROOF SYSTEM10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"3'-4"6'-9 1/2"1'-6 3/4"5'-3"36" CODE RAILING12" DECK RIMDECK POST PER PLANNOTE:GARAGE WINDOWS TOHAVE PRIVACY TINT.36" CODE RAILING36" CODE RAILING8'-6"METAL CORNERSPER SPEC.METAL CORNERSPER SPEC.1. ICE AND WATER BARRIER @ BOTTOM 6' OF ALL ROOF LINES,EXTEND BARRIER MIN. 3' ON EACH SIDE OF VALLEY, COVERENTIRE FACE OF ROOF SADDLES. VERIFY ADDITIONALLOCATIONS OF ICE AND WATER BARRIER AS NEEDED INFIELD.2. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODEREGULATIONS.3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS,AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TOEXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE.4. ALL PENETRATIONS THROUGH EXTERIOR WALLS ORROOFING MUST BE SEALED AND FLASHED PERMANUFACTURE. SPECIFICATIONS AND IRC CODEREGULATIONS.5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OFWINDOWS AND ROOFS.6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BEDROPPED UNLESS OTHERWISE NOTED.BASE3" PRE-CAST CONCRETECAP EXTENDED 2" PASTEDGES OF STONE BELOWMIN. (1)#4 REBAR DOWELEXTENDED THROUGH BASE12" CMU BLOCK, FILLED (OR)POURED IN PLACE BASETO HEIGHT NOTED ONEXTERIOR ELEVATIONSEXTEND DOWEL 4" INTO FOUNDATIONOR SLAB BELOW (OR) ANCHORPER MASON DETAILSTONE FINISH AT SIDESOF COLUMN PER EXTERIORS3/4" = 1'-0" 12"X12" COLUMN OVER 1'8" SQUARE STONE BASE DETAIL3CEILING/DROPPEDBEAM PER PLAN8" TRIM BOARDMETAL CONNECTOR@ TOP12" COLUMN FINISHMATERIAL PER SPEC.CENTER POST, VERIFYWITH PLAN.SECTIONTOPCENTER POST, VERIFYWITH PLAN.12" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ BASE8" TRIM BOARD12" COLUMN FINISHMATERIAL PER SPEC.@ ALL SIDES.2X FRAMING AT MIDDLETO SUPPORT FINISHES.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS.8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD,AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS.10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADESPECIFICATIONS.11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE.12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITEWOOD AND SIZED TO COVER THE EDGE OF STONE.13. GRADE CONDITIONS MAY VARY ON SITE.5 1/2"SECTIONTOP3/4" = 1'-0" 6"X6" COLUMN DETAIL4CEILING/DROPPEDBEAM PER PLANP.T.(OR)CEDAR POSTP.T.(OR)CEDAR POSTMETAL CONNECTOR@ BASE8" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ TOP8" COLUMN FINISHMATERIAL PER SPEC.P.T.(OR)CEDAR POST-MATERIAL: SMART-SIDING,VERIFY W/ SPEC.-MATERIAL: COMPOSITE,VERIFY W/ SPEC.2' X 2' BRACKET MADE OF6" X 6" CEDAR W/ 45o ANGLEDCENTER ELEMENT, W/ 2" 45oCHAMFER ENDS AS SHOWN- PER SPECSCALE: 1/2" = 1'-0" 2'X2' DECORATIVE BRACKET245.0°DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25A2LEFTELEVATIONSCALED PRINT @ 24X36Page 20 of 49 SCALE: 1/4" = 1'-0" REAR ELEVATION1PITCH CHANGE4" TRIM PER SPEC.4" TRIM PER SPEC.4" TRIM PER SPEC.4" TRIM PER SPEC.4" TRIM PER SPEC.6" TRIM BOARD PER SPEC.8" TRIM BOARD PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"3'-4"8'-9 1/2"1'-6 3/4"7'-0"36" CODE RAILING12" DECK RIM12" DECK RIM36" CODE RAILINGDECK POSTSPER PLAN8'-7 1/8"10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"3'-4"6'-9 1/2"1'-6 3/4"5'-3"METAL CORNERSPER SPEC.METAL CORNERSPER SPEC.1. ICE AND WATER BARRIER @ BOTTOM 6' OF ALL ROOF LINES,EXTEND BARRIER MIN. 3' ON EACH SIDE OF VALLEY, COVERENTIRE FACE OF ROOF SADDLES. VERIFY ADDITIONALLOCATIONS OF ICE AND WATER BARRIER AS NEEDED INFIELD.2. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODEREGULATIONS.3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS,AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TOEXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE.4. ALL PENETRATIONS THROUGH EXTERIOR WALLS ORROOFING MUST BE SEALED AND FLASHED PERMANUFACTURE. SPECIFICATIONS AND IRC CODEREGULATIONS.5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OFWINDOWS AND ROOFS.6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BEDROPPED UNLESS OTHERWISE NOTED.7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS.8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD,AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS.10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADESPECIFICATIONS.11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE.12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITEWOOD AND SIZED TO COVER THE EDGE OF STONE.13. GRADE CONDITIONS MAY VARY ON SITE.BASE3" PRE-CAST CONCRETECAP EXTENDED 2" PASTEDGES OF STONE BELOWMIN. (1)#4 REBAR DOWELEXTENDED THROUGH BASE12" CMU BLOCK, FILLED (OR)POURED IN PLACE BASETO HEIGHT NOTED ONEXTERIOR ELEVATIONSEXTEND DOWEL 4" INTO FOUNDATIONOR SLAB BELOW (OR) ANCHORPER MASON DETAILSTONE FINISH AT SIDESOF COLUMN PER EXTERIORS3/4" = 1'-0"12"X12" COLUMN OVER 1'8" SQUARE STONE BASE DETAIL3CEILING/DROPPEDBEAM PER PLAN8" TRIM BOARDMETAL CONNECTOR@ TOP12" COLUMN FINISHMATERIAL PER SPEC.CENTER POST, VERIFYWITH PLAN.SECTIONTOPCENTER POST, VERIFYWITH PLAN.12" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ BASE8" TRIM BOARD12" COLUMN FINISHMATERIAL PER SPEC.@ ALL SIDES.2X FRAMING AT MIDDLETO SUPPORT FINISHES.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.2' X 2' BRACKET MADE OF6" X 6" CEDAR W/ 45o ANGLEDCENTER ELEMENT, W/ 2" 45oCHAMFER ENDS AS SHOWN- PER SPECSCALE: 1/2" = 1'-0" 2'X2' DECORATIVE BRACKET245.0°-MATERIAL: SMART-SIDING,VERIFY W/ SPEC.-MATERIAL: COMPOSITE,VERIFY W/ SPEC.5 1/2"SECTIONTOP3/4" = 1'-0"6"X6" COLUMN DETAIL4CEILING/DROPPEDBEAM PER PLANP.T.(OR)CEDAR POSTP.T.(OR)CEDAR POSTMETAL CONNECTOR@ BASE8" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ TOP8" COLUMN FINISHMATERIAL PER SPEC.P.T.(OR)CEDAR POSTDRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25A3REARELEVATIONSCALED PRINT @ 24X36Page 21 of 49 SCALE: 1/4" = 1'-0" RIGHT ELEVATION14'-0"2'-8 1/4"4" TRIM PER SPEC.4" TRIM PER SPEC.(2)2'6"X4' FIXED WINDOWW/ BLACK BACKER(2)2'6"X4' FIXED WINDOWW/ BLACK BACKER4" TRIM PER SPEC.DECORATIVE CEDARBRACKET PER DETAIL4" TRIM PER SPEC.6" TRIM BOARD PER SPEC.METAL ROOFMETAL ROOFMETAL ROOFMETAL ROOF8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4"SHADOW BOARDPER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.1'X1' SOLID COLUMN ON 1'8" SQUARECMU BASE W/STONE VENEER& 3" PRECAST CAPPER DETAIL3" PRECAST CAPPER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.PITCH CHANGEPITCH CHANGE5'-3"5 1/2"10'-9 3/8"6"11'-0"EPDM FLATROOF SYSTEM5'-3"10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"3'-4"8'-9 1/2"1'-6 3/4"7'-0"12" DECK RIM36" CODE RAILING2'6"X5' FIXED WINDOWW/ BLACK BACKERNOTE:GARAGE WINDOWS TOHAVE PRIVACY TINT.36" CODE RAILING36" CODE RAILING8'-6"6"3'-4"5'-9 1/2"4'-3"20'-4"8'-5 1/2"5'-0"3'-0"6'-0"4'-0"5 1/2"5'-0"3'-0"6'-0"4'-0"DECK POSTSPER PLANMETAL CORNERSPER SPEC.SMART PANELMATERIAL PER SPEC.1. ICE AND WATER BARRIER @ BOTTOM 6' OF ALL ROOF LINES,EXTEND BARRIER MIN. 3' ON EACH SIDE OF VALLEY, COVERENTIRE FACE OF ROOF SADDLES. VERIFY ADDITIONALLOCATIONS OF ICE AND WATER BARRIER AS NEEDED INFIELD.2. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODEREGULATIONS.3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS,AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TOEXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE.4. ALL PENETRATIONS THROUGH EXTERIOR WALLS ORROOFING MUST BE SEALED AND FLASHED PERMANUFACTURE. SPECIFICATIONS AND IRC CODEREGULATIONS.5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OFWINDOWS AND ROOFS.6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BEDROPPED UNLESS OTHERWISE NOTED.BASE3" PRE-CAST CONCRETECAP EXTENDED 2" PASTEDGES OF STONE BELOWMIN. (1)#4 REBAR DOWELEXTENDED THROUGH BASE12" CMU BLOCK, FILLED (OR)POURED IN PLACE BASETO HEIGHT NOTED ONEXTERIOR ELEVATIONSEXTEND DOWEL 4" INTO FOUNDATIONOR SLAB BELOW (OR) ANCHORPER MASON DETAILSTONE FINISH AT SIDESOF COLUMN PER EXTERIORS3/4" = 1'-0" 12"X12" COLUMN OVER 1'8" SQUARE STONE BASE DETAIL3CEILING/DROPPEDBEAM PER PLAN8" TRIM BOARDMETAL CONNECTOR@ TOP12" COLUMN FINISHMATERIAL PER SPEC.CENTER POST, VERIFYWITH PLAN.SECTIONTOPCENTER POST, VERIFYWITH PLAN.12" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ BASE8" TRIM BOARD12" COLUMN FINISHMATERIAL PER SPEC.@ ALL SIDES.2X FRAMING AT MIDDLETO SUPPORT FINISHES.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS.8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD,AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS.10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADESPECIFICATIONS.11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE.12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITEWOOD AND SIZED TO COVER THE EDGE OF STONE.13. GRADE CONDITIONS MAY VARY ON SITE.-MATERIAL: SMART-SIDING,VERIFY W/ SPEC.-MATERIAL: COMPOSITE,VERIFY W/ SPEC.2' X 2' BRACKET MADE OF6" X 6" CEDAR W/ 45o ANGLEDCENTER ELEMENT, W/ 2" 45oCHAMFER ENDS AS SHOWN- PER SPECSCALE: 1/2" = 1'-0" 2'X2' DECORATIVE BRACKET245.0°5 1/2"SECTIONTOP3/4" = 1'-0" 6"X6" COLUMN DETAIL4CEILING/DROPPEDBEAM PER PLANP.T.(OR)CEDAR POSTP.T.(OR)CEDAR POSTMETAL CONNECTOR@ BASE8" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ TOP8" COLUMN FINISHMATERIAL PER SPEC.P.T.(OR)CEDAR POSTDRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25A4RIGHTELEVATIONSCALED PRINT @ 24X36Page 22 of 49 SCALE: 1/4" = 1'-0" ROOF PLAN1RADON -OUT 1'-0" TYP4:12SLOPEVALLEYRIDGE VENT14:12SLOPE14:12SLOPE4:12SLOPE14:12SLOPE14:12SLOPE14:12SLOPE14:12SLOPERIDGE VENTRIDGE VENTRIDGE VENTRIDGE VENTRIDGE VENTRIDGE VENT7:12SLOPEPITCH CHANGEPITCH CHANGEPITCH CHANGEPITCH CHANGE14:12SLOPE14:12SLOPE14:12SLOPE14:12SLOPE9:12SLOPE9:12SLOPE4:12SLOPEVALLEYVALLE YVALLEY14:12SLOPE14:12SLOPEBARREL VAULTPER EXTERIORSVALLEY2'-0" TYP2'-0" TYP2'-0" TYP2'-0" TYP2'-0" TYP2'-0" TYP2'-0" TYP2'-0" TYP1'-0" TYP1'-0" TYP1'-0" TYP1'-0" TYP1'-0" TYP6" TYP6" TYP6" TYP6" TYP6" TYP6" TYP1'-0" TYP2'-0" TYP6" TYP6" TYP2'-0" TYP2'-0" TYP2'-0" TYP2'-0" TYP2'-0" TYP2'-0" TYP1'-0" TYP1'-0" TYP2'-0" TYPVALLEYVALLEY1'-0" TYPVALLEY2'-0" TYP2'-0" TYP1'-0" TYPVALLEY9:12SLOPE9:12SLOPE4:12SLOPE4:12SLOPE4:12SLOPE7:12SLOPE9:12SLOPE9:12SLOPEVALLEY2'-0" TYP14:12SLOPE6" TYP1'-0" TYP1'-0" TYP14:12SLOPE1. ICE AND WATER BARRIER @ BOTTOM 6' OF ALL ROOF LINES,EXTEND BARRIER MIN. 3' ON EACH SIDE OF VALLEY, COVERENTIRE FACE OF ROOF SADDLES. VERIFY ADDITIONALLOCATIONS OF ICE AND WATER BARRIER AS NEEDED INFIELD.2. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODEREGULATIONS.3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS,AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TOEXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE.4. ALL PENETRATIONS THROUGH EXTERIOR WALLS ORROOFING MUST BE SEALED AND FLASHED PERMANUFACTURE. SPECIFICATIONS AND IRC CODEREGULATIONS.5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OFWINDOWS AND ROOFS.6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BEDROPPED UNLESS OTHERWISE NOTED.7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS.8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD,AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS.10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADESPECIFICATIONS.11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE.12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITEWOOD AND SIZED TO COVER THE EDGE OF STONE.13. GRADE CONDITIONS MAY VARY ON SITE.DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25A5ROOFPLANSCALED PRINT @ 24X36Page 23 of 49 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.)P.T. 2X12 JOISTS12" O.C. SPACINGP.T. 2X12 JOISTS12" O.C. SPACING36" CODE RAILING36" CODE RAILINGUP (17) EQ. R.& 10" TREADSW/ 1" NOSINGNOTE:DECK FOOTINGS SIZED TOACCOMODATE FUTUREROOF OVER PORCH.FTG/POST A: 6X6 POST W/ SIMPSON BASE CONNECTION &METAL CONNECTOR TO BEAM ABV. W/12" SONO-TUBE TO FROST DEPTH.FTG/POST B: 6X6 POST W/ SIMPSON BASE CONNECTION &METAL CONNECTOR TO BEAM ABV. W/12" SONO-TUBE W/ 24" SPREAD BASE TO FROST DEPTH.FTG/POST C: 6X6 POST W/ SIMPSON BASE CONNECTION &METAL CONNECTOR TO BEAM ABV. W/12" SONO-TUBE W/ 26" SPREAD BASE TO FROST DEPTH.FOOTING NOTES:BACKFILL W/ GRAVEL/SANDCOMPACTED FILL BELOW FOOTINGSUP (17) EQ. R.& 10" TREADSW/ 1" NOSINGF.D.RADON -UP 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.)18" FLOOR TRUSS, MIN. L/480,19.2" O.C.SPACING (VERIFY W/ TRUSS MANUF.)F.D. 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.)C JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC J6"8"8"6"8"8"8"8"6"6"10"10"6"6"10"10"6"6"10"10"6"10"6"10"6"10"6"10"6"10"6"10"6"10"6"10"6"10"6"10"6"8"6"8"10"1'-0"6"8"4'-3"3'-2"36'-3"43'-8"1'-0"57'-2"22'-0"15'-9 1/4"6'-0"2 3/4"123'-10"9'-8"6'-6"6'-6"2'-0"1'-10"18'-0"1'-10"8"9'-0"1'-4"8"9'-0"1'-4"21'-8"11'-0"11'-4"11'-0"1'-0"11'-10"16'-0"10'-6"1'-0"2'-6"56'-0"6"6"8"10"5'-10"6'-0"5'-0 3/4"5'-5 1/4"4'-0"101'-10"24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.9'-0"9'-0"10'-9 1/4"11'-3 1/4"4'-8 1/2"12'-3"16'-11 1/2"22'-0 1/2"39'-0"2'-0"18'-0"59'-0"9 1/4"7'-6 1/2"2 3/4"8'-0"12'-4"15'-9 1/4"2 3/4"4'-0"16'-0"2'-0"4'-0"6"23'-2"8"9 1/2"3'-2"8'-8 3/4"8'-3 3/4"13'-4 1/2"7'-4"8"8"8"8"8"8"8"8"9'-8"11'-8"4'-1"3'-6"3'-6"2'-2"5'-9"36'-8"61'-4"8"17'-4"2'-6"8"11'-11"6'-0"17'-3"4'-8 1/2"11"5'-3"2'-2"4'-3"4'-3"6'-1 1/2"8"2'-10"7'-7"2'-6"8 1/2"3'-10"10"11'-6"1'-2"8"8"20" X 8" CONT.SPREAD FTG.36" CODE RAILING20'-4"37'-8"1'-0"2 3/4"8'-9 1/4"8'-9 1/4"2 3/4"18'-0"20" X 8" CONT.SPREAD FTG.7 1/4"5 1/2"4" CONCRETE SLAB OVER6 MIL. VAPOR BARRIEROVER 6" GRANULARCOMPACTED FILL4" CONCRETE SLAB OVER DROPPED 1'-4 3/4"6 MIL. VAPOR BARRIEROVER 6" GRANULAR COMPACTED FILLSCALE: 1/4" = 1'-0" 3220 FINISHED SQUARE FEET / 171 UNFINISHED SQUARE FEET FOUNDATION PLAN1MIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERFOUNDATIONS @ LIVING/BASEMENTAREAS ARE HELD IN 2" WITH A 2X8SILL PLATE OVER 2" EXT. FOAMINSULATION PER DETAILS. AREASADJACENT TO STOOPS, GARAGE, ORWALKOUTS HAVE CANTILEVEREDSILLS.FOUNDATIONS @ LIVING/BASEMENTAREAS ARE HELD IN 2" WITH A 2X8SILL PLATE OVER 2" EXT. FOAMINSULATION PER DETAILS. AREASADJACENT TO STOOPS, GARAGE, ORWALKOUTS HAVE CANTILEVEREDSILLS.FOUNDATIONS @ LIVING/BASEMENTAREAS ARE HELD IN 2" WITH A 2X8SILL PLATE OVER 2" EXT. FOAMINSULATION PER DETAILS. AREASADJACENT TO STOOPS, GARAGE, ORWALKOUTS HAVE CANTILEVEREDSILLS.FOUNDATIONS @ LIVING/BASEMENTAREAS ARE HELD IN 2" WITH A 2X8SILL PLATE OVER 2" EXT. FOAMINSULATION PER DETAILS. AREASADJACENT TO STOOPS, GARAGE,OR WALKOUTS HAVECANTILEVERED SILLS.REFER TO SECTIONS FORADDITIONAL SPANCRETEINFORMATION8" SPAN-CRETE FLOORING ABOVE4" FOAM & 6" TOP COATING ABOVE W/2X FRAMING BELOW FOR INSULATION8" SPAN-CRETE FLOORING ABOVE4" FOAM & 6" TOP COATING ABOVE W/2X FRAMING BELOW FOR INSULATION8" SPAN-CRETE FLOORING ABOVE4" FOAM & 6" TOP COATING ABOVE W/2X FRAMING BELOW FOR INSULATION1D11D22D11D3/D4(3)2X6 STUDSBETWEEN WINDOWS(2)11-7/8" 2.0E LVLDROPPED BEAM ABV.28"X28"X12"PAD FOOTING24"X24"X12"PAD FOOTING(2)9-1/2" 2.0E LVL DROPPED BEAM ABV.(2)9-1/2" 2.0E LVL FLUSH BEAM ABV.XPOINT LOADSFROM ABV.(2)9-1/2" 2.0E LVLFLUSH BEAM ABV.24"X24"X12"PAD FOOTING24"X24"X12"PAD FOOTING24"X24"X12"PAD FOOTING24"X24"X12"PAD FOOTINGSPOINT LOADFROM ABV.28"X28"X12" PAD FOOTINGXPOINT LOAD FROM ABV.36"X36"X12" CONC.PAD FOOTING W/ (4)#4'S EACH WAY, MIN.XPOINT LOAD FROM ABV.36"X36"X12" CONC.PAD FOOTING W/ (4)#4'S EACH WAY, MIN.XPOINT LOAD FROM ABV.30"X30"X12"PAD FOOTINGXPOINT LOAD FROM ABV.30"X30"X12"PAD FOOTINGXPOINT LOAD FROM ABV.24"X24"X12"PAD FOOTING24"X24"X12"PAD FOOTINGXFUTURE POINTLOAD FROM ABV.POINT LOADS FROM ABV.52"X52"X16" SPREAD FOOTING W/ (4)#4REBAR DOWELS GOING BOTH DIRECTIONSIN BOTTOM 1/3 OF FOOTING40"X40"X16" SPREAD FOOTINGW/ (4)#4 REBAR DOWELSGOING BOTH DIRECTIONS INBOTTOM 1/3 OF FOOTINGX28"X28"X12" PADFOOTINGSP.T. 2X12 JOISTS12" O.C. SPACINGFTG/POST"A"(2)P.T. 2X12 FLUSH BEAMFTG/POST"A"FTG/POST"C"(3)P.T. 2X12 FLUSH BEAMFTG/POST"B"FTG/POST"B"8"8"8"32"X32"X14" SPREAD FOOTING W/ (4)#4 REBAR DOWELSGOING BOTH DIRECTIONS IN BOTTOM 1/3 OF FOOTING4'-8"HATCH INDICATES MID-HEIGHT 8"CURB, REFER TO CROSS SECTIONSFOR ADDITIONAL DETAILSHATCH INDICATES MID-HEIGHT 8"CURB, REFER TO CROSS SECTIONSFOR ADDITIONAL DETAILSHATCH INDICATES MID-HEIGHT 6"CURB, REFER TO CROSS SECTIONSFOR ADDITIONAL DETAILSFLOOR DRAIN UNDERDROPPED BOWLING ALLEY TOBE CONNECTED TO SUMPCONFIRM BOWLING ALLEYTROUGH SIZE WITH BOWLINGALLEY MANUFACTURER86'-0"1'-8 1/2"1'-6"12'-7 1/2"STEP FULL FOUNDATION WALLDOWN TO LOOKOUT HEIGHT.VERIFY LOCATION IN FIELD.STEP FULL FOUNDATION WALLDOWN TO LOOKOUT HEIGHT.VERIFY LOCATION IN FIELD.STEP LOOKOUT FOUNDATIONWALL DOWN TO WALKOUT HEIGHT.VERIFY LOCATION IN FIELD.STEP LOOKOUT FOUNDATIONWALL DOWN TO WALKOUT HEIGHT.VERIFY LOCATION IN FIELD.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.TEMP.10" CONCRETE FOUNDATION WALLL W/ #5'S VERTICAL@ 18" O.C. AND #4'S HORIZONTAL @ 24" O.C.,MINIMUM. (OFFESET TO INSIDE FACE, TYPICAL.)2"2'-6"10"6"(3)P.T. 2X12 FLUSH BEAM5 1/2"(3)2X6 STUDSBETWEENWINDOWSCONTINUE STEEL COLUMNS FROMLEVEL ABOVE TO FOUNDATIONCONTINUE STEEL COLUMNS FROMLEVEL ABOVE TO FOUNDATIONMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVER5'-4"11'-6 1/2"11'-0"3'-5"7'-7 1/4"8"8"8"2'-0"9'-5"23'-9"7"98 101112131415161724"X24"X12"PAD FOOTINGPOINT LOAD FROM ABV.5'-10"2"30"X30"X12" PADFOOTINGSPOINT LOAD FROM ABV.X9 3/4"(3)14" 2.0E LVL DROPPED BEAM ABV.32"X32"X14" SPREAD FOOTINGW/ (4)#4 REBAR DOWELSGOING BOTH DIRECTIONS INBOTTOM 1/3 OF FOOTING6" CONCRETE SLAB OVER WATER BARRIER INSTALLED "SHINGLESTYLE" AND EXTENDING 6" ABOVE SLAB ON FRONT WALL AND OUTTO FRONT SIDE OF PORCH FOUNDATION WALL. 3/4" TREATEDPLYWOOD OVER 7-1/4" 2.0E LVL JOISTS SPACED 16" O.C.,CONNECTED TO 2X8 TREATED LEDGER BOARDS ON EACH SIDE,BOLTEDINTO WALLS W/ (3) 1/2" MIN. SIZE BOLTS ANCHORED INTOWALLS EVERY 12" O.C., INSTALL R-49 INSULATION BETWEEN JOISTSW/ VAPOR BARRIER & SHEETROCK AT INTERIOR SIDE OF CEILING.3'-2"HATCHED AREA INDICATESSPECIAL FRAMING PERNOTE #5 UNDER FLOORPLAN NOTES ON THIS PAGE.HATCHED AREA INDICATESSPECIAL FRAMING PERNOTE #5 UNDER FLOORPLAN NOTES ON THIS PAGE.HATCHED AREA INDICATESSPECIAL FRAMING PERNOTE #5 UNDER FLOORPLAN NOTES ON THIS PAGE.1. FOUNDATIONS TO BE POURED PER SITE SOILCONDITION- VERIFY ON SITE.2. ALL REINFORCING IS TO BE INSTALLED PER IRCREGULATED STRUCTURAL DESIGN BY CONCRETETRADES.3. PROVIDE 12" ANCHOR BOLTS EMBEDDED 7" MIN., SPACEDPER CODE AND 12" MAX FROM EACH END OF SILL PLATE,MIN 2 PER SILL. REFER TO COVER SHEET.4. PROVIDE CONTROL JOINTS PER PLAN, JOIST TO CONSISTOF HIDDEN ZIP STRIP EMBEDDED INTO THE SLABS.5. ALL ANGLED WALLS ARE TO BE 45 DEGREES UNLESSNOTED OTHERWISE.6. SLOPE CONCRETE TO FLOOR DRAINS WITHIN 5' OFDRAINS.7. ALL WOOD MATERIAL CONTACTING DIRECTLY TOCONCRETE MUST BE TREATED.8. PROVIDE DRAIN TILE AROUND PERIMETER AS SHOWN.LATERAL SOIL PRESSURE ASSUMED TO BE 30 PSF/FT.9.-SH3'X5' =SINGLE HUNG 3'0" BY 5'0"-FX2'6"X2'6" = FIXED 2'6" BY 4'6"-CASE3'X5' = CASEMENT 3'0" BY 5'0"-2'8"X6'8" @ DOOR =2'8" WIDE BY 6'8" TALL-2'8"X8'0" @ DOOR =2'8" WIDE BY 8'0" TALL 110V, INTERCONNECTED SMOKE DETECTOR 110V, INTERCONNECTED SMOKE DETECTOR / CARBON MONOXIDE DETECTOR COMBO EXHAUST FANSDSD1. FOR EASE OF UNDERSTANDING, GRADE AT FRONT ORFRONT OF GARAGE DOORS IS CONSIDERED 0'0" ON THISFOUNDATION PLAN2. ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO BEILLUMINATED AT EACH LANDING PER CODE3. SUPPLY CONTINUOUS HANDRAIL PER CODE AT ALLSTAIR LOCATIONS, CODE HANDRAIL IS TO CONTINUE TOLANDINGS/ TOP & BOTTOM OF STAIRS. CONTRACTOR &INSTALLER TO VERIFY IF ADDITIONAL GRASPABLEHANDRAIL IS INSTALLED OR IF DECORATIVE HANDRAILTO CONTINUE.4. 1/2" GYPSUM BOARD TO BE APPLIED TO UNDERSIDE OFSTAIRS PER CODE.5. INDICATES INTERIOR BEARING WALL,16" O.C. STUDS6. PERMANENTLYATTACHED LADDER PER CODE & MINIMUM 3'X3' EGRESSAREA BUILT PER IRC7. FILL EGRESS WELL W/GRAVEL BACKFILL & INSTALL DRAIN TILE CONNECTIONTO DRAIN EGRESS PROPERLY.8. INSTALL DRAFT STOPPING WITHIN FLOOR SYSTEM PERIRC CODE SECTION 302.12, MIN. 12" GYPSUM BOARD (OR) 38"STRUCTURAL BOARD ADEQUATELY SUPPORTED BY 2X4MIN. MATERIAL, PARALLEL WITH FLOOR FRAMING,SEPARATING AREAS WITH MAXIMUM SPACE OF 1000SQ.FT.-SEPARATE INTO EQUAL SPACES.1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1)TRIMMER. (UNLESS NOTED OTHERWISE)2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESSNOTED).3. ALL STUD CALLOUTS @ SIDES OF WINDOWS/DOORS ARETRIMMERS, MINIMUM (1) KING STUDS @ SAID LOCATIONSTO BE INCLUDED AS WELL.4. BLOCKING @ ROOF & FLOOR PLAN PER TRUSSMANUFACTURER.5. POINT LOADS TO BE CARRIED THROUGH FLOOR AREASAND DOWN TO FOUNDATION FOR SUPPORT. USE SAMEMATERIAL AS COLUMN SUPPORTING MEMBER ABOVE,BLOCKING MAY BE "BROKEN" BETWEEN LEVELS U.N.O.6. ALL HANGERS & CONNECTORS PER TRUSSMANUFACTURER, SUPPLIERS & CONTRACTOR.7. ALL EXTERIOR SHEATHING TO BE 7/16" OSB ORPLYWOOD SHEATHING & NAILED PER CODE (MAY BEREFERRED TO AS 1/2" NOMINAL THICKNESS).8. ROOF DECKING TO BE 12" NOMINAL (OR 1532") OSB DECKINGW/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMONNAILS, 6" O.C. @ EDGES/12"O.C. @ FIELD. ATL: 16 GA 1-34",3" @ EDGES/ 6" AT FIELD.9. FLOOR DECKING TO BE 34" PLYWOOD DECKING, NAILEDOR SCREWED TO FLOOR SYSTEM PER CODE W/ADHESIVE PER SPEC. (OR) MIN. 6d COMMON NAILS 6" O.C.@ EDGES/12" O.C. @ FIELD (CODE MINIMUM).10.REFER TO WALL BRACING PLANS FOR ADDITIONALFRAMING INFORMATION.PROJECT # PROJECT # 25328www.SafeHavenSE.comDerek O Phillips7-25-2025 47507DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25A6FOUNDATIONPLANSCALED PRINT @ 24X36Page 24 of 49 SCALE: 1/4" = 1'-0" 3220 FINISHED SQUARE FEET / 171 UNFINISHED SQUARE FEET FINISHED BASEMENT PLAN1F.D.CONCRETELVP23'4"X21'11"TILECARPET11'X12'10"LVPUP (17) EQ. R.& 10" TREADSW/ 1" NOSINGRADON -UP6'-0"5'-2"6"6"8'-5 1/2"16'-0"11'-2"10'-6"2 1/2"2 1/2"4'-9 1/4"4 1/2"5'-9 1/2"2'-1 1/2"4'-8 1/2"7 1/4"11'-3 1/4"10'-9 1/4"9'-0"8'-0"6"6'-10"22'-0 1/2"17'-0"39'-0"2'-0"6"4'-0"2'-0"1'-0"3'-8 1/2"8'-1 1/2"3'-6"6'-10"6 1/2"9'-9"8 1/2"4'-4"4'-0"2'-0"11'-7 1/2"5'-4"7'-9 1/2"10'-10 1/2"2'-6"2 1/2"2 1/2"1'-0"7 1/4"11'-3 1/2"5'-3"4'-8 1/2"11"4'-5 1/2"5'-10"4'-10"23'-10"8'-0"FRAME OUT 2X4 WALL@ FULL FOUNDATION WALL,HOLD OFF WALL 1" & SHEETROCKFINISHED SIDE PER DETAILS.2 1/2"6"15'-4"(1)SHELF/(1)ROD5 1/2"36" CODE RAILING36" CODE RAILING15'-9 1/4"6'-2 3/4"8'-0"13'-4"22'-0"21'-4"4'-0"2'-0"16'-0"7 1/4"17'-0"Curtain Wall (opening spans11'-6" across bowling lanes)Ball ReturnTouchscreenRegulation size bowling lane(60' from center of head pin to foul line)87'4"X16'3/22'3"7'-10"3'-8"11'-6"7 1/4"7 1/4"NOTE:DECK FOOTINGS SIZED TOACCOMODATE FUTUREROOF OVER PORCH.16'-6"GUTTERGUTTERGUTTERGUTTERBALL RETURNLANE 2LANE 1Foul Line Foul Line28'-3"70'-4 1/2"1'-4 1/2"6'-0"4 1/2"4 1/2"42'-0"58'-0"46'-5 1/2"11'-6 1/2"4 1/2"4 1/2"4 1/2"21'-0"2'-0"4 1/2"4 1/2"4 1/2"20'-0"11'-0"11'-4"18'-6"9'-4"4 1/2"4 1/2"4 1/2"4 1/2"1'-6"2'-0"4'-4"7'-4"10'-10 1/2"1'-2 1/2"3 1/2"5'-1 1/4"7 1/2"9'-10 1/2"6"12'-1"8 1/2"16'-6"2'-0"22'-8"6 1/2"UP (17) EQ. R.& 10" TREADSW/ 1" NOSING36" CODE RAILING1D11D22D11D3/D46"6"FRAME OUT 2X4 WALL @ FULLFOUNDATION WALL, HOLD OFFWALL 1" & SHEETROCKFINISHED SIDE PER DETAILS.FRAME OUT 2X4 WALL @ FULLFOUNDATION WALL, HOLD OFFWALL 1" & SHEETROCKFINISHED SIDE PER DETAILS.FRAME OUT 2X4 WALL@ LOOKOUT FOUNDATION WALL,HOLD OFF WALL 1" & SHEETROCKFINISHED SIDE PER DETAILS -FINISH W/ WOOD CAP AS NEEDEDFRAME OUT 2X4 WALL@ LOOKOUT FOUNDATION WALL,HOLD OFF WALL 1" & SHEETROCKFINISHED SIDE PER DETAILS -FINISH W/ WOOD CAP AS NEEDEDFRAME OUT 2X4 WALL@ LOOKOUT FOUNDATIONWALL, HOLD OFF WALL 1" &SHEETROCK FINISHED SIDEPER DETAILS - FINISH W/WOOD CAP AS NEEDEDTEMP.11'-6"2'-6"5 1/2"1'-6"12'-9 1/4"5 1/2"2'-0"13'-0"3'-4"6'-2 3/4"7'-6 1/2"5'-9 1/2"TILE4'-4"5 1/2"2'-6"3'-0"2'-11 1/2"TILECONCRETE10'-5 1/2"16'-6"5 1/2"TILE8'6"X10'VENTILATION REQUIREDTILE5'-6"4'-4"5'-9 1/2"5 1/2"2'-6"2'-10"98 10111213141516171'-1 1/4"1'-0"1'-0"1'-0"1. FOUNDATIONS TO BE POURED PER SITE SOILCONDITION- VERIFY ON SITE.2. ALL REINFORCING IS TO BE INSTALLED PER IRCREGULATED STRUCTURAL DESIGN BY CONCRETETRADES.3. PROVIDE 12" ANCHOR BOLTS EMBEDDED 7" MIN., SPACEDPER CODE AND 12" MAX FROM EACH END OF SILL PLATE,MIN 2 PER SILL. REFER TO COVER SHEET.4. PROVIDE CONTROL JOINTS PER PLAN, JOIST TO CONSISTOF HIDDEN ZIP STRIP EMBEDDED INTO THE SLABS.5. ALL ANGLED WALLS ARE TO BE 45 DEGREES UNLESSNOTED OTHERWISE.6. SLOPE CONCRETE TO FLOOR DRAINS WITHIN 5' OFDRAINS.7. ALL WOOD MATERIAL CONTACTING DIRECTLY TOCONCRETE MUST BE TREATED.8. PROVIDE DRAIN TILE AROUND PERIMETER AS SHOWN.LATERAL SOIL PRESSURE ASSUMED TO BE 30 PSF/FT.9.-SH3'X5' =SINGLE HUNG 3'0" BY 5'0"-FX2'6"X2'6" = FIXED 2'6" BY 4'6"-CASE3'X5' = CASEMENT 3'0" BY 5'0"-2'8"X6'8" @ DOOR =2'8" WIDE BY 6'8" TALL-2'8"X8'0" @ DOOR =2'8" WIDE BY 8'0" TALL 110V, INTERCONNECTED SMOKE DETECTOR 110V, INTERCONNECTED SMOKE DETECTOR / CARBON MONOXIDE DETECTOR COMBO EXHAUST FANSDSD1. FOR EASE OF UNDERSTANDING, GRADE AT FRONT ORFRONT OF GARAGE DOORS IS CONSIDERED 0'0" ON THISFOUNDATION PLAN2. ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO BEILLUMINATED AT EACH LANDING PER CODE3. SUPPLY CONTINUOUS HANDRAIL PER CODE AT ALLSTAIR LOCATIONS, CODE HANDRAIL IS TO CONTINUE TOLANDINGS/ TOP & BOTTOM OF STAIRS. CONTRACTOR &INSTALLER TO VERIFY IF ADDITIONAL GRASPABLEHANDRAIL IS INSTALLED OR IF DECORATIVE HANDRAILTO CONTINUE.4. 1/2" GYPSUM BOARD TO BE APPLIED TO UNDERSIDE OFSTAIRS PER CODE.5. INDICATES INTERIOR BEARING WALL,16" O.C. STUDS6. PERMANENTLYATTACHED LADDER PER CODE & MINIMUM 3'X3' EGRESSAREA BUILT PER IRC7. FILL EGRESS WELL W/GRAVEL BACKFILL & INSTALL DRAIN TILE CONNECTIONTO DRAIN EGRESS PROPERLY.8. INSTALL DRAFT STOPPING WITHIN FLOOR SYSTEM PERIRC CODE SECTION 302.12, MIN. 12" GYPSUM BOARD (OR) 38"STRUCTURAL BOARD ADEQUATELY SUPPORTED BY 2X4MIN. MATERIAL, PARALLEL WITH FLOOR FRAMING,SEPARATING AREAS WITH MAXIMUM SPACE OF 1000SQ.FT.-SEPARATE INTO EQUAL SPACES.1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1)TRIMMER. (UNLESS NOTED OTHERWISE)2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESSNOTED).3. ALL STUD CALLOUTS @ SIDES OF WINDOWS/DOORS ARETRIMMERS, MINIMUM (1) KING STUDS @ SAID LOCATIONSTO BE INCLUDED AS WELL.4. BLOCKING @ ROOF & FLOOR PLAN PER TRUSSMANUFACTURER.5. POINT LOADS TO BE CARRIED THROUGH FLOOR AREASAND DOWN TO FOUNDATION FOR SUPPORT. USE SAMEMATERIAL AS COLUMN SUPPORTING MEMBER ABOVE,BLOCKING MAY BE "BROKEN" BETWEEN LEVELS U.N.O.6. ALL HANGERS & CONNECTORS PER TRUSSMANUFACTURER, SUPPLIERS & CONTRACTOR.7. ALL EXTERIOR SHEATHING TO BE 7/16" OSB ORPLYWOOD SHEATHING & NAILED PER CODE (MAY BEREFERRED TO AS 1/2" NOMINAL THICKNESS).8. ROOF DECKING TO BE 12" NOMINAL (OR 1532") OSB DECKINGW/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMONNAILS, 6" O.C. @ EDGES/12"O.C. @ FIELD. ATL: 16 GA 1-34",3" @ EDGES/ 6" AT FIELD.9. FLOOR DECKING TO BE 34" PLYWOOD DECKING, NAILEDOR SCREWED TO FLOOR SYSTEM PER CODE W/ADHESIVE PER SPEC. (OR) MIN. 6d COMMON NAILS 6" O.C.@ EDGES/12" O.C. @ FIELD (CODE MINIMUM).10.REFER TO WALL BRACING PLANS FOR ADDITIONALFRAMING INFORMATION.DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25A7 FINISHEDBASEMENTPLANSCALED PRINT @ 24X36Page 25 of 49 SCALE: 1/4" = 1'-0" 2324 FINISHED SQUARE FEET / 1266 GARAGE SQUARE FEET FIRST FLOOR PLAN1CONCRETEWOOD26'8"X21'9"WOODTILEWOOD15'8"X16'WOODCONCRETE54'X22'/24'WOOD11'x11'8"F.D.WOOD16'3"X17'WOOD12'10"X17'WOOD9'7"X9'TILEWOODDN (17) EQ. R.& 10" TREADSW/ 1" NOSINGUP (19) EQ. R.& 10" TREADSW/ 1" NOSING36" CODE RAILING36" CODE RAILING(1)SHELF/(1)ROD(1)SHELF/(1)RODRADON -UPTEMP.TEMP.TEMP.6"6"5'-1 1/4"6'-6"4'-4 3/4"6'-0"6"6"6'-0"6"6"16'-0"12'-0"10'-6"6"6"6"6"5'-0"5'-0"6"6"6"6"2'-0"3'-6"10'-0"3'-6"9'-8"7'-2"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"5 1/2"6"6"6"6"7 1/4"16'-10"4'-2"6"10'-6"1'-6"9'-0"6"2'-0"18'-0"2'-0"6"9'-0"1'-6"17'-0"11'-0"22'-0"11'-0"6'-6"1'-6"2'-0"2'-0"8"5'-4"6'-0"8"10'-8"8"12'-0"8"5'-4"6'-0"1'-0"1'-0"6'-6"5'-0"5'-0"10'-0"6'-6"38'-0"6'-0"2'-6"9'-7 1/2"20'-5 1/2"3'-9 3/4"6'-1 1/4"30'-1"9'-11"6'-6"10'-6"8'-6"8'-7 1/4"11'-1 1/2"10'-9 1/4"9'-0"9'-0"17'-1 1/4"21'-10 3/4"39'-0"18'-0"57'-0"44'-0"25'-0"36'-6"61'-6"2'-0"61'-6"98'-0"102'-0"2'-6"10'-0"6'-7 1/4"1'-6"5'-6"6'-8"2'-6"5'-3"5'-3"1'-2 1/2"4'-0"13'-8 1/2"7'-11 1/2"9'-6 1/2"5'-1"1'-11 1/2"3'-4 1/2"6'-0"6'-0"6'-6"10'-0"2'-0"4'-0 1/2"7'-8 1/2"5 1/2"5'-11"5 1/2"7'-3"7 1/4"7'-6 1/2"5 1/2"9'-10"5 1/2"6'-6"2'-6"1'-0"5 1/2"5 1/2"6"58'-6"ASSUME STONE TOCEILING FOR FLOORLOADING @ F.P.FLOOR MANUFACTURERTO ASSUME ADDITIONALWEIGHT @ COUNTERTOPSASSUME STONE TOCEILING FOR FLOORLOADING @ F.P.GIRDER TRUSS ABV.ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.(2)11-7/8" 2.0E LVL FLUSH BEAM ABV.(2)9-1/2" 2.0E LVL DROPPED BEAM ABV. 20" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 20" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 20" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 20" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 20" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.)5'-3"W16X50 (A992) ASTM STEEL FLUSH BEAM ABV.GIRDER TRUSS ABV. 20" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 20" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.)(2)X10 FLUSH BEAM ABV.ROOF TRUSS SYSTEM ABV. 24" O.C.(OR) PER TRUSS PER MANUF.7 1/4"3'-9"COMPOSITE16'X18'22'-0"8'-0"13'-4"16'-0"2'-0"4'-0"36" CODE RAILING36" CODE RAILING36" CODE RAILING36" CODE RAILING36" CODE RAILINGCOMPOSITE6'X8'18'-0"POST AT CENTEROF STAIRCASE2'-0"5'-8"2'-4"5'-10 1/2"1'-8 1/2"2'-9"5'-4"9'-8 1/2"2'-0"DN (17) EQ. R.& 10" TREADSW/ 1" NOSING1D11D22D11D3/D45'-10 1/2"2'-6"5'-3 1/2"3'-3"7'-6"5'-9"3'-6"(3)2X6 STUDSBETWEEN WINDOWS(3)2X6 STUDSBETWEENWINDOWS(3)2X6 STUDSBETWEENWINDOWS(3)2X6 STUDSBETWEENWINDOWS(3)2X6 STUDSBETWEENWINDOWS(3)2X6 STUDSBETWEENWINDOWS(2)X10 FLUSH BEAM ABV.(2)9-1/2" 2.0E LVL DROPPED BEAM ABV.7 1/4"(2)X10 DROPPED BEAM ABV.(2)X10 DROPPED BEAM ABV.ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.23'-4"GIRDER TRUSS ABV.HATCH INDICATES 2-PLY EXTERIOR WALLSTUDS (2X6 1.3E LSL OR EQ.) SPACED AT 16"O.C. TIMBERSTRAND MATERIAL OR BETTER(2-PLY TIMBER-STRAND KING STUDS @EACH SIDE OF OPENINGS IN WALL)HATCHED AREA INDICATESSPECIAL FRAMING PERNOTE #5 UNDER FLOORPLAN NOTES ON THIS PAGE.HATCHED AREA INDICATESSPECIAL FRAMING PERNOTE #5 UNDER FLOORPLAN NOTES ON THIS PAGE.HATCHED AREA INDICATESSPECIAL FRAMING PERNOTE #5 UNDER FLOORPLAN NOTES ON THIS PAGE.CANTILEVER FLOORSYSTEM 2'-0"(2)X10 FLUSH BEAM7 1/4"(2)X10 FLUSHBEAM ABV.POST TO SUPPORTFUTURE DECK ROOFPOST TO SUPPORTFUTURE DECK ROOFBOLTED CONNECTIONSAT BOTH TOP AND BOTTOMBOLTED CONNECTIONSAT BOTH TOP AND BOTTOMHATCH INDICATES 2-PLY EXTERIOR WALL STUDS (2X61.3E LSL OR EQ.) SPACED AT 16" O.C. TIMBERSTRANDMATERIAL OR BETTER (2-PLY TIMBER-STRAND KINGSTUDS @ EACH SIDE OF OPENINGS IN WALL)2'-6"1'-0"EPDM/ TPO FLAT ROOFSYSTEM CONSTRUCTEDW/ 2X10 JOISTS.BARREL VAULTTRUSSES ABOVEPER TRUSSMANUFACTURER1'-0"GIRDER TRUSS ABV.GIRDER TRUSS ABV.CONTINUE STEEL COLUMNSTO FOUNDATION2'-4"3'-7 1/2"(1)S./(1)R.1'-8"5'-0"10'-1 1/2"5'-0"7 1/4"7 1/4"7 1/4"2'-6"1'-6"3'-11 1/2"5 1/2"987654321543211011124' WIDE CEDAR STAIR W/ 7-3/4"MAX. RISERS & 10" TREADS -INSTALL 3' TALL CODE RAIL WHENMORE THAN 3 RISERS OR 30"POINT LOADFROM ABOVETEMP.TEMP.TEMP.1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1)TRIMMER.2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESSNOTED).3. BLOCKING @ ROOF & FLOOR PLAN PER TRUSSMANUFACTURER.4. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS ANDDOWN TO FOUNDATION FOR SUPPORT. USE SAME MATERIALAS COLUMN SUPPORTING MEMBER ABOVE.5. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER,SUPPLIERS & CONTRACTOR.6. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOODSHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS1/2" NOMINAL THICKNESS).7. ROOF DECKING TO BE 12" NOMINAL (OR 1532") OSB DECKING W/CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMONNAILS, 6" O.C. @ EDGES/12"O.C. @ FIELD.8. FLOOR DECKING TO BE 34" PLYWOOD DECKING, NAILED ORSCREWED TO FLOOR SYSTEM PER CODE W/ ADHESIVE PERSPEC. (OR) MIN. 6d COMMON NAILS 6" O.C. @ EDGES/12" O.C.@ FIELD (CODE MINIMUM).9. REFER TO WALL BRACING PLANS FOR ADDITIONAL FRAMINGINFORMATION.1. ALL NON-BEARING FRAMING IS TO BE 16" O.C.UNLESS OTHERWISE NOTED.2. ALL WALLS TO HAVE A DOUBLE TOP PLATEUNLESS OTHERWISE NOTED.3. ALL EXTERIOR WALLS ARE TO BE 2X6 WOODSTUDS WITH 7/16" OSB SHEATHING, UNLESSNOTED OTHERWISE.4. ALL INTERIOR WALLS ARE TO BE 2X4 WOODSTUDS UNLESS NOTED OTHERWISE.5. ALL COLUMN SIZES ARE TO BE CONTINUEDTHROUGH FLOOR TRUSS SPACES WHENSPANNING MORE THAN 1 FLOOR.6. ALL WOOD MATERIALS ARE TO BE PROTECTEDPER CODE & MANUF. SPECIFICATIONS WHILEBEING STORED ON SITE. 110V, INTERCONNECTED SMOKE DETECTOR 110V, INTERCONNECTED SMOKE DETECTOR / CARBON MONOXIDE DETECTOR COMBO EXHAUST FAN1. FOR EASE OF UNDERSTANDING GRADE ISCONSIDERED 0'0" ON THIS FOUNDATION PLAN2. ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARETO BE ILLUMINATED AT EACH LANDING PER CODE3. SUPPLY CONTINUOUS HANDRAIL PER CODE ATALL STAIR LOCATIONS, CODE HANDRAIL IS TOCONTINUE TO LANDINGS/ TOP & BOTTOM OFSTAIRS. CONTRACTOR & INSTALLER TO VERIFY IFADDITIONAL GRASPABLE HANDRAIL IS INSTALLEDOR IF DECORATIVE HANDRAIL TO CONTINUE.4.12" GYPSUM BOARD TO BE APPLIED TO UNDERSIDEOF STAIRS PER CODE.5. INDICATES INTERIOR BEARINGWALL, 16" O.C. STUDS6. INDICATES EXTERIOR WALLSTUDS SPACED AT 12" O.C. TIMBERSTRANDMATERIAL OR BETTER (2-PLY TIMBER-STRANDKING STUDS @ EACH SIDE OF OPENINGS INWALL)7. INSTALL DRAFT STOPPING WITHIN FLOORSYSTEM PER IRC CODE SECTION 302.12, MIN. 12"GYPSUM BOARD (OR) 38" STRUCTURAL BOARDADEQUATELY SUPPORTED BY 2X4 MIN. MATERIAL,PARALLEL WITH FLOOR FRAMING, SEPARATINGAREAS WITH MAXIMUM SPACE OF 1000SQ.FT.-SEPARATE INTO EQUAL SPACES.SDSDPROJECT # PROJECT # 25328www.SafeHavenSE.comDerek O Phillips7-25-2025 47507-SH3'X5' =SINGLE HUNG 3'0" BY 5'0"-FX2'6"X2'6" = FIXED 2'6" BY 4'6"-CASE3'X5' = CASEMENT 3'0" BY 5'0"-2'8"X6'8" @ DOOR =2'8" WIDE BY 6'8" TALL-2'8"X8'0" @ DOOR =2'8" WIDE BY 8'0" TALLDRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25A8FIRST FLOORPLANSSCALED PRINT @ 24X36Page 26 of 49 SCALE: 1/4" = 1'-0" 2057 FINISHED SQUARE FEET SECOND FLOOR PLAN1CARPET15'8"X16'TILEIN-FLOOR HEATTILETILETILECARPETWOODCARPET12'6"X12'8"CARPET12'8"X11'2"CARPET14'1"X17'WOODDN (19) EQ. R.& 10" TREADSW/ 1" NOSING36" CODE RAILING36" CODE RAILING(1)SHELF/(1)ROD(1)SHELF/(1)ROD(1)SHELF/(1)ROD(1)SHELF/(1)ROD(1)SHELF/(1)ROD(1)SHELF/(1)ROD(1)SHELF/(1)ROD(1)SHELF/(1)RODRADON -UPTEMP.TEMP.TEMP.TEMP.TEMP.TEMP.6"6"6"6"6"6"6"6"5 1/2"6"6"6"6"6"6"6"6"6"6"6"6"14'-2 3/4"2'-5 1/4"16'-8"11'-1 1/2"10'-8 1/2"38'-6"1'-0"39'-6"8'-6"8'-3 1/2"4'-0 3/4"4'-0 3/4"9'-0"9'-0"16'-9 1/2"8'-1 1/2"7'-7 1/2"39'-0"18'-0"59'-0"2'-0"2'-3"4'-2 1/2"3'-9"2'-3"6'-1 3/4"6'-10 1/4"6'-5 1/2"6'-0"14'-6 1/2"12'-5 1/2"13'-0"5'-0"5'-0"7'-7"3'-11"3'-6"11'-6"13'-1 1/2"13'-2 1/2"10'-0"3'-6"40'-0"2'-0"59'-0"5'-3"5'-3"1'-2 1/2"5'-0"6'-8"6'-7 1/2"7'-11 1/2"8'-1 1/2"6'-4"9'-11 1/2"3'-6"3'-6"1'-3 1/2"6'-3"5'-6"1'-0"6'-3"8'-10"6'-0 1/2"6'-0 1/2"14'-10 1/2"8'-0"1'-0"4'-3 1/2"7'-8 1/2"4'-2"2'-6"10'-8 1/2"2'-6"2'-6"11'-0"2'-6"8'-11"2'-6"5 1/2"3'-3 1/2"13'-2 1/2"3'-6"4'-7"5'-7"7'-7 1/2"1'-5 1/2"1'-5 1/2"6'-3 1/2"GIRDER TRUSS ABV.GIRDER TRUSS ABV.GIRDER TRUSS ABV.ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.ROOF TRUSS SYSTEM ABV. 24"O.C. (OR) PER TRUSS PER MANUF.TILE2'-2"2'-6"(1)SHELF/(1)ROD6'-3 1/2"4'-0 1/2"6'-11 1/2"4'-3 1/2"(1)SHELF/(1)ROD(1)SHELF/(1)ROD(1)SHELF/(1)ROD1'-8 1/2"CARPET5 1/2"2'-0"2'-5 1/2"5 1/2"5'-6"5'-3 1/2"7'-8 1/2"1'-6"2'-4 1/2"1'-0"1'-0"1'-6"2'-0"1'-6"2'-0"4'-0"1D11D22D11D3/D4ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.HANGER AT FACEOF GIRDER(3)2X6 STUDSBETWEENWINDOWS(3)2X6 STUDSBETWEENWINDOWS(3)2X6 STUDSBETWEENWINDOWS(3)2X6 STUDSBETWEENWINDOWSHATCH INDICATES 2-PLY EXTERIOR WALLSTUDS (2X6 1.3E LSL OR EQ.) SPACED AT 16"O.C. TIMBERSTRAND MATERIAL OR BETTER(2-PLY TIMBER-STRAND KING STUDS @EACH SIDE OF OPENINGS IN WALL)HATCH INDICATES 2-PLY EXTERIOR WALLSTUDS (2X6 1.3E LSL OR EQ.) SPACED AT 16"O.C. TIMBERSTRAND MATERIAL OR BETTER(2-PLY TIMBER-STRAND KING STUDS @EACH SIDE OF OPENINGS IN WALL)3'-6"5"2'-4"4'-0 1/2"5 1/2"2'-0"5 1/2"7'-8 1/2"5'-6"4'-8"4'-6"3'-1"5 1/2"5 1/2"3'-1"4'-6"1'-1 1/2"6'-8"36" CODE RAILINGEPDM/ TPO FLATROOF SYSTEMCONSTRUCTEDW/ 2X10 JOISTS.ASSUME STONE TOCEILING FOR FLOORLOADING @ F.P.40'-0"5 1/2"3'-0"98765432110111213141516171819GIRDER TRUSS ABV.PROJECT # PROJECT # 25328www.SafeHavenSE.comDerek O Phillips7-25-2025 475071. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1)TRIMMER.2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESSNOTED).3. BLOCKING @ ROOF & FLOOR PLAN PER TRUSSMANUFACTURER.4. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS ANDDOWN TO FOUNDATION FOR SUPPORT. USE SAME MATERIALAS COLUMN SUPPORTING MEMBER ABOVE.5. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER,SUPPLIERS & CONTRACTOR.6. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOODSHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS1/2" NOMINAL THICKNESS).7. ROOF DECKING TO BE 12" NOMINAL (OR 1532") OSB DECKING W/CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMONNAILS, 6" O.C. @ EDGES/12"O.C. @ FIELD.8. FLOOR DECKING TO BE 34" PLYWOOD DECKING, NAILED ORSCREWED TO FLOOR SYSTEM PER CODE W/ ADHESIVE PERSPEC. (OR) MIN. 6d COMMON NAILS 6" O.C. @ EDGES/12" O.C.@ FIELD (CODE MINIMUM).9. REFER TO WALL BRACING PLANS FOR ADDITIONAL FRAMINGINFORMATION.1. ALL NON-BEARING FRAMING IS TO BE 16" O.C.UNLESS OTHERWISE NOTED.2. ALL WALLS TO HAVE A DOUBLE TOP PLATEUNLESS OTHERWISE NOTED.3. ALL EXTERIOR WALLS ARE TO BE 2X6 WOODSTUDS WITH 7/16" OSB SHEATHING, UNLESSNOTED OTHERWISE.4. ALL INTERIOR WALLS ARE TO BE 2X4 WOODSTUDS UNLESS NOTED OTHERWISE.5. ALL COLUMN SIZES ARE TO BE CONTINUEDTHROUGH FLOOR TRUSS SPACES WHENSPANNING MORE THAN 1 FLOOR.6. ALL WOOD MATERIALS ARE TO BE PROTECTEDPER CODE & MANUF. SPECIFICATIONS WHILEBEING STORED ON SITE. 110V, INTERCONNECTED SMOKE DETECTOR 110V, INTERCONNECTED SMOKE DETECTOR / CARBON MONOXIDE DETECTOR COMBO EXHAUST FAN1. FOR EASE OF UNDERSTANDING GRADE ISCONSIDERED 0'0" ON THIS FOUNDATION PLAN2. ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARETO BE ILLUMINATED AT EACH LANDING PER CODE3. SUPPLY CONTINUOUS HANDRAIL PER CODE ATALL STAIR LOCATIONS, CODE HANDRAIL IS TOCONTINUE TO LANDINGS/ TOP & BOTTOM OFSTAIRS. CONTRACTOR & INSTALLER TO VERIFY IFADDITIONAL GRASPABLE HANDRAIL IS INSTALLEDOR IF DECORATIVE HANDRAIL TO CONTINUE.4.12" GYPSUM BOARD TO BE APPLIED TO UNDERSIDEOF STAIRS PER CODE.5. INDICATES INTERIOR BEARINGWALL, 16" O.C. STUDS6. INDICATES EXTERIOR WALLSTUDS SPACED AT 12" O.C. TIMBERSTRANDMATERIAL OR BETTER (2-PLY TIMBER-STRANDKING STUDS @ EACH SIDE OF OPENINGS INWALL)7. INSTALL DRAFT STOPPING WITHIN FLOORSYSTEM PER IRC CODE SECTION 302.12, MIN. 12"GYPSUM BOARD (OR) 38" STRUCTURAL BOARDADEQUATELY SUPPORTED BY 2X4 MIN. MATERIAL,PARALLEL WITH FLOOR FRAMING, SEPARATINGAREAS WITH MAXIMUM SPACE OF 1000SQ.FT.-SEPARATE INTO EQUAL SPACES.SDSD-SH3'X5' =SINGLE HUNG 3'0" BY 5'0"-FX2'6"X2'6" = FIXED 2'6" BY 4'6"-CASE3'X5' = CASEMENT 3'0" BY 5'0"-2'8"X6'8" @ DOOR =2'8" WIDE BY 6'8" TALL-2'8"X8'0" @ DOOR =2'8" WIDE BY 8'0" TALLDRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25A9 SECOND FLOORPLANSSCALED PRINT @ 24X36Page 27 of 49 CONCRETELVPWOODWOODPOST ATCENTER OFSTAIRCASE17 EQUAL RISERS TOTAL10'-4 1/8"19 EQUAL RISERS TOTAL11'-9 7/8"17'-9 3/8"6"10'-0"5'-3"ROOF TRUSSESPER MANUF.-FIBERGLASS SHINGLES-15# (NOT#15) TAR PAPER/ICE-WATER BARRIER-15/32" OSB ROOF DECKING-MANUFACTURED ROOFTRUSSES-R-49 INSULATION-POLY BARRIER-5/8" GYPSUM BOARD7 5/16"10"7 7/16"10"CODE RAILING SETBETWEEN 34" AND 36"ABOVE TREADSCODE RAILING SETBETWEEN 34" AND 36"ABOVE TREADSMAINTAIN MINIMUM 6'8"HEAD HEIGHT CLEARANCEPER CODE AT ENTIRESTAIRCASE20" FLOOR TRUSSES PER MANUF.18" FLOOR TRUSSES PER MANUF.-FINISH MATERIAL PER ELEV.-HOUSE WRAP-7/16" OSB SHEATHING-2X6 FRAMING, 16" O.C.-R-20 INSULATION-VAPOR BARRIER-1/2" GYPSUM WALL BOARD-LATEX BASED PRIMER/ PAINTMIN. R-492X8 JOISTS2X8 JOISTSWOODR-5 FOIL FOAMINSULATION @ INTERIORR-10 RIGID FOAM INSULATION W/PROTECTIVE COATING OVEREXPOSED AREAS (PER DETAILS)REFER TO FLOOR PLANS ANDRADON SECTION FOR FLOOR DESIGNDRAIN TILE AS NOTEDON FOUNDATION PLANSSCALE: 3/8" = 1'-0" SECTION THROUGH STAIRCASE11'-0"HEEL HEIGHTMIN. R-201'-0"14:12 INTERIOR PITCHCONCRETE54'X22'/24'MIN. R-4987'4"X16'3/22'3"11'-6"6"1'-4 1/4"FLOOR DRAIN1'-4 3/4"- 6" TOPPING LEVELER ON TOP- SLOPED OVER 4" OFFOAM INSULATION- 2X10 FRAMING W/ MIN.- R-49 INSULATION10'-9 3/8"6"11'-0"8'-6"ROOF TRUSSESPER MANUF.-FIBERGLASS SHINGLES-15# (NOT#15) TAR PAPER/ICE-WATER BARRIER-15/32" OSB ROOF DECKING-MANUFACTURED ROOFTRUSSES-R-49 INSULATION-POLY BARRIER-5/8" GYPSUM BOARD-FINISH MATERIAL PER ELEV.-HOUSE WRAP-7/16" OSB SHEATHING-2X6 FRAMING, 16" O.C.-R-20 INSULATION-VAPOR BARRIER-1/2" GYPSUM WALL BOARD-LATEX BASED PRIMER/ PAINTFLOOR DRAINMIN. R-49HEEL HEIGHTHEEL HEIGHTMIN. R-20MIN. R-20GARAGE BUMP-OUT BEYONDR-5 FOIL FOAMINSULATION @ INTERIORR-10 RIGID FOAM INSULATION W/PROTECTIVE COATING OVEREXPOSED AREAS (PER DETAILS)R-5 FOIL FOAMINSULATION @ INTERIORR-10 RIGID FOAM INSULATION W/PROTECTIVE COATING OVEREXPOSED AREAS (PER DETAILS)DRAIN TILE AS NOTEDON FOUNDATION PLANSDRAIN TILE AS NOTEDON FOUNDATION PLANSSCALE: 3/8" = 1'-0" SECTION THROUGH GARAGE & BOWLING ALLEY29'-4"8"BOWLING ALLEY CONSTRUCTION& DETAILS BY OTHERS9'-4"8"DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25D1BUILDINGSECTIONSSCALED PRINT @ 24X36Page 28 of 49 CONCRETEWOOD26'X21'9"WOODCONCRETELVP23'4"X21'11"TILEIN-FLOOR HEATWOODCARPET12'8"X11'2"FIREPLACE BEYOND6"X6" DECORATIVE BEAMDECORATIVESOFFIT BEYONDARCHED OPENING BEYONDRADIUS CEILING AREAROUNDED ROOF SYSTEMPER TRUSS COMPANY ATPORCH AREA8"10'-1 1/8"9'-1 1/8"8'-0"1'-8 3/4"6"3'-4"8'-9 1/2"1'-6 3/4"10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"10'-0"8 1/4"ROOF TRUSSESPER MANUF.-FIBERGLASS SHINGLES-15# (NOT#15) TAR PAPER/ICE-WATER BARRIER-15/32" OSB ROOF DECKING-MANUFACTURED ROOFTRUSSES-R-49 INSULATION-POLY BARRIER-5/8" GYPSUM BOARD20" FLOOR TRUSSES PER MANUF.18" FLOOR TRUSSES PER MANUF.MIN. R-49HEEL HEIGHTMIN. R-20MIN. R-20 SPRAYFOAM @ RIMMIN. R-20MIN. R-20 SPRAYFOAM @ RIMMIN. R-20MIN. R-20 SPRAYFOAM @ RIMMIN. R-20MIN. R-20 SPRAYFOAM @ RIMMIN. R-20R-10 RIGID FOAM INSULATION W/PROTECTIVE COATING OVEREXPOSED AREAS (PER DETAILS)REFER TO FLOOR PLANS ANDRADON SECTION FOR FLOOR DESIGNDRAIN TILE AS NOTEDON FOUNDATION PLANSDRAIN TILE AS NOTEDON FOUNDATION PLANSSCALE: 3/8" = 1'-0" SECTION THROUGH HOUSE & COVERED PORCH1R-5 FOIL FOAMINSULATION @INTERIORR-10 RIGID FOAMINSULATION W/PROTECTIVE COATINGOVER EXPOSEDAREAS (PER DETAILS)6" CONCRETE SLAB OVERWATER BARRIER INSTALLED "SHINGLE STYLE" ANDEXTENDING 6" ABOVE SLAB ON FRONT WALL ANDOUT TO FRONT SIDE OF PORCH FOUNDATION WALL.3/4" TREATED PLYWOOD OVER 7-1/4" 2.0E LVL JOISTSSPACED 16" O.C., CONNECTED TO 2X8 TREATEDLEDGER BOARDS ON EACH SIDE, BOLTEDINTO WALLS W/ (3) 1/2" MIN. SIZE BOLTS ANCHOREDINTO WALLS EVERY 12" O.C., INSTALL R-49 INSULATIONBETWEEN JOISTS W/ VAPOR BARRIER & SHEETROCKAT INTERIOR SIDE OF CEILING.DROP FLOORFOR IN-FLOOR HEATMIN. R-49FOAM FILL AS REQ.CONCRETEEXTEND (1)#4 REBAR 3' INTO TOP OF FOUND.WALL. ANGLE TOP PORTION AND EXTEND INTOPORCH FLOOR MIN. 12" FROM EDGE OF WALL,SPACE REBAR EVERY 16". INSTALL (1)#4 REBARWITHIN TOP 12" OF WALL & ALSO AT CENTER OFWALL & WITHIN 3" OF SIDE OF WALL ADJACENT TOSOIL/BACKFILL.8'-0"7'-0"7'-7 3/4"6'-0"ARCHED OPENING BEYOND9'-0 3/4"7'-0"-FINISH MATERIAL PER ELEV.-HOUSE WRAP-7/16" OSB SHEATHING-2X6 FRAMING, 16" O.C.-R-20 INSULATION-VAPOR BARRIER-1/2" GYPSUM WALL BOARD-LATEX BASED PRIMER/ PAINT9'-0 3/4"7'-0"DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25D2BUILDINGSECTIONSSCALED PRINT @ 24X36Page 29 of 49 36" CODE RAILING36" CODE RAILING32'-2" 7'-6" MIN.FOUL LINEDECORATIVE SOFFIT BEYONDWOOD16'3"X15'WOOD12'10"X17'WOOD9'7"X9'TILECOMPOSITE16'X18'COMPOSITE6'X8'TILETILECARPET12'6"X12'8"CARPET14'1"X17'P.T. 2X12 JOISTS PER PLANP.T. 2X12 JOISTS8"- 6" TOPPING LEVELER ON TOP- SLOPED OVER 4" OFFOAM INSULATION- 2X10 FRAMING W/ MIN.- R-49 INSULATIONFLOOR DRAIN1'-4 3/4"1'-4 1/2"ROOF TRUSSESPER MANUF.-FIBERGLASS SHINGLES-15# (NOT#15) TAR PAPER/ICE-WATER BARRIER-15/32" OSB ROOF DECKING-MANUFACTURED ROOFTRUSSES-R-49 INSULATION-POLY BARRIER-5/8" GYPSUM BOARD20" FLOOR TRUSSES PER MANUF.18" FLOOR TRUSSES PER MANUF.DECK POSTBEYOND-FINISH MATERIAL PER ELEV.-HOUSE WRAP-7/16" OSB SHEATHING-2X6 FRAMING, 16" O.C.-R-20 INSULATION-VAPOR BARRIER-1/2" GYPSUM WALL BOARD-LATEX BASED PRIMER/ PAINTMIN. R-49HEEL HEIGHTMIN. R-20 SPRAYFOAM @ RIMMIN. R-20MIN. R-20 SPRAYFOAM @ RIMMIN. R-20MIN. R-20 SPRAYFOAM @ RIMMIN. R-20MIN. R-20 SPRAYFOAM @ RIMMIN. R-20MIN. R-20REFER TO FLOOR PLANS ANDRADON SECTION FOR FLOOR DESIGNDRAIN TILE AS NOTEDON FOUNDATION PLANS87'4"X16'3/22'3"STAIRS BEYOND10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"3'-4"6'-9 1/2"1'-6 3/4"5'-3"BOWLING ALLEY CONSTRUCTION& DETAILS BY OTHERSR-5 FOIL FOAMINSULATION @ INTERIORR-10 RIGID FOAM INSULATION W/PROTECTIVE COATING OVEREXPOSED AREAS (PER DETAILS)7'-6 3/4"6'-0"4'-1"2'-6"42" HALF WALL & BAR TOPSCALE: 3/8" = 1'-0" SECTION THROUGH OPEN DECK, HOUSE, GARAGE, & BOWLING ALLEY1DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25D3BUILDINGSECTIONSSCALED PRINT @ 24X36Page 30 of 49 87'4"X16'3/22'3"6'-0"32'-2" POWER DROPFOUL LINEWOOD9'7"X9'TILECONCRETE54'X22'/24'CARPET12'6"X12'8"-EPDM OR TPO ROOFING W/FLASHING PER OTHERS-BUILT-UP INSULATION AS REQ. TOSLOPE FLAT ROOF TO EDGES-3/4" OSB ROOF DECKING-2X10 JOISTS-R-49 INSULATION-POLY BARRIER-5/8" GYPSUM BOARD8"FLOOR DRAIN- 6" TOPPING LEVELER ON TOP- SLOPED OVER 4" OFFOAM INSULATION- 2X10 FRAMING W/ MIN.- R-49 INSULATIONFLOOR DRAIN1'-4 1/2"MIN. R-49MIN. R-4910'-9 3/8"6"11'-0"9'-7 1/8"8'-6"ROOF TRUSSESPER MANUF.-FIBERGLASS SHINGLES-15# (NOT#15) TAR PAPER/ICE-WATER BARRIER-15/32" OSB ROOF DECKING-MANUFACTURED ROOFTRUSSES-R-49 INSULATION-POLY BARRIER-5/8" GYPSUM BOARD-FIBERGLASS SHINGLES-15# (NOT#15) TAR PAPER/ICE-WATER BARRIER-15/32" OSB ROOF DECKING-MANUFACTURED ROOFTRUSSES-R-49 INSULATION-POLY BARRIER-5/8" GYPSUM BOARD-FINISH MATERIAL PER ELEV.-HOUSE WRAP-7/16" OSB SHEATHING-2X6 FRAMING, 16" O.C.-R-20 INSULATION-VAPOR BARRIER-1/2" GYPSUM WALL BOARD-LATEX BASED PRIMER/ PAINTMIN. R-49HEEL HEIGHTMIN. R-20MIN. R-20 SPRAYFOAM @ RIMMIN. R-20MIN. R-20 SPRAYFOAM @ RIMMIN. R-20R-5 FOIL FOAMINSULATION@ INTERIORR-10 RIGID FOAM INSULATION W/PROTECTIVE COATING OVEREXPOSED AREAS (PER DETAILS)REFER TO FLOOR PLANS ANDRADON SECTION FOR FLOOR DESIGNDRAIN TILE AS NOTEDON FOUNDATION PLANS1'-8"9'-4"BOWLING ALLEY CONSTRUCTION& DETAILS BY OTHERS7'-6 3/4"6'-0"SCALE: 3/8" = 1'-0" SECTION THROUGH OPEN DECK, HOUSE, GARAGE, & BOWLING ALLEY1DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25D4BUILDINGSECTIONSSCALED PRINT @ 24X36Page 31 of 49 3/4" = 1'-0"TYP. WALL SECT. @ 1ST FLOOR23/4" = 1'-0"EGRESS WELL SECTION53/4" = 1'-0"FLOOR CANTILEVER DETAIL73/4" = 1'-0"TYP. WALL SECTION @ EAVE13/4" = 1'-0"TYP. WALL SECT. @ FOOTING33/4" = 1'-0"STONE VENEER93/4" = 1'-0"SIDE GARAGE WALL DETAIL63/4" = 1'-0"SILL @ GARAGE DR.43/4" = 1'-0"STONE TO MASONRY CAULK DETAIL103/4" = 1'-0"LOOKOUT WALL SECTION83/4" = 1'-0"WALKOUT WALL SECTION11DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25D5DETAILSSCALED PRINT @ 24X36Page 32 of 49 NONEROOF TRUSS CONNECTION DETAIL4NONEOUTSIDE CORNER DETAIL53/4" = 1'-0" TUB/SHOWER 1/2 WALL23/4" = 1'-0"FIREPLACE CANTILEVER33/4" = 1'-0"DRAFTSTOP @ TUB11-1/2" = 1'-0"ENERGY CODE RIM DETAIL61-1/2" = 1'-0"STOOP RIM DETAIL71-1/2" = 1'-0"STOOP STEP DETAIL (as req.)8DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25D6DETAILSSCALED PRINT @ 24X36Page 33 of 49 -SEAL ALL JOINTS, CRACKS OROTHER OPENINGS WITHPOLYURETHANE CAULK ORELASTOMERIC SEALANT ACCORDINGTO MANUFACTURER'S SPECS.-INSTALL PIPE AS STRAIGHT ASPOSSIBLE TO HELP CONDUCTIVEFLOW. ELBOWS ARE ALLOWED, BUTSHOULD BE AVOIDED IF POSSIBLE.-INSTALL LABLE READING "RADONREDUCTION SYSTEM" ON THE VENTPIPE AT EACH FLOOR AND INACCESSIBLE ATTICS.-MINIMUM 3" ABS, PVC OREQUIVALENT GAS TIGHT PIPE.1/2" = 1'-0" PASSIVE RADON SYSTEM DETAILS (REFER TO PLANS FOR LOCATIONS)1-INSTALL PIPE INSULATION AT PIPEWHEN RUNNING THROUGH ATTICAREA, MIN. R-4 WRAPPED AROUND PIPE FROM CEILING TO UNDERSIDE OF ROOF DECK.-RADON VENT PIPE TO BE TERMINATEDAT LEAST 12" ABOVE SURFACE OFROOF.-MINIMUM 3" ABS, PVC OR EQUIVALENTGASTIGHT PIPE.-ROOF PENETRATION SEALING AT ROOF.-MIN. 24" DIAMETER CENTERED ONTHE AXIS OF THE VENT STACK.-MINIMUM VERTICAL DISTANCE OF 5'-INSTALL LIVE OUTLET IN ATTICNEAR WHERE FUTURE FAN MAY BEINSTALLED.-4" POURED CONCRETE SLAB-MIN. 6 MILL POLY BARRIER W/ 12" LAPPED SEAMS BELOW ENTIRE SLAB ON TOPOF GAS PERMEABLE LAYER-MIN. 4" GAS PERMEABLE LAYER BELOW BARRIER (CLEAN, COURSE AGGREGATEABLE TO PASS THROUGH A 2" SIEVE & BE RETAINED BY A1/4" SIEVE.-INSTALL PIPE AS STRAIGHT ASPOSSIBLE TO HELP CONDUCTIVEFLOW. ELBOWS ARE ALLOWED, BUTSHOULD BE AVOIDED IF POSSIBLE.-INSTALL LABEL READING "RADON REDUCTION SYSTEM" ON THE VENT PIPE AT EACH FLOOR AND IN ACCESSIBLE ATTICS.-MINIMUM 3" ABS, PVC OR EQUIVALENT GAS TIGHT PIPE.DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25R1RADONDETAILSSCALED PRINT @ 24X36Page 34 of 49 SCALE: 1/4" = 1'-0" 3220 FINISHED SQUARE FEET / 171 UNFINISHED SQUARE FEET BASEMENT WALL BRACING PLAN14'-0"8'-0"3'-10 1/2"3'-10 1/2"4'-6"8'-3"10'-9"22'-8 3/4"22'-8 3/4"5'-9 1/2"9'-8"21'-4"10'-6"3'-0":1. ALL WALLS DESIGNED PER METHODCS-WSP OF THE 2020 MN CODE.2. ALL EXTERIOR WALLS ARE TO BECONTINUOUSLY SHEATHED WITH AMINIMUM 3/8" THICK WOOD PANEL.3. CONNECTION OF WOOD PANEL TOSTUDS SHALL BE 8d COMMONNAILS, 6" O.C. AT EDGES & 12" O.C. ATFIELD OF WOOD PANEL.4. STRUCTURAL PANELS (BRACEDWALLS) SHALL BE LOCATED AT EACHEND & AT LEAST EVERY 20' BETWEENPANELS.5. EXTERIOR BRACED WALL LINES SHALLHAVE A BRACED WALL PANEL AT EACHEND OF THE BRACED WALL LINE,EXCEPT FOR:-BRACED WALL PANELS AREPERMITTED TO BEGIN NO MORETHAN 10' FROM EACH END OF THEBRACED WALL LINE PROVIDEDTHAT A 24" PANEL MATCHINGTABLE R602.10.7 IS APPLIED.-THE END OF EACH BRACED WALLPANEL CLOSEST TO THE CORNERSHALL HAVE A TIE-DOWN DEVICEFASTENED TO THE STUD AT THEEDGE OF THE BRACED WALL PANELCLOSEST TO THE CORNER AND TOTHE FOUNDATION OR FRAMINGBELOW. THE TIE- DOWN DEVICESHALL BE CAPABLE OF PROVIDINGAN UPLIFT ALLOWABLE DESIGNVALUE OF AT LEAST 1800 LBS. THETIE-DOWN DEVICE SHALL BEINSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'SRECOMMENDATIONS.6. INTERIOR BRACED WALL LINES SHALLBE DESIGNED/BUILT PERINTERMITTENT METHOD "GB".-MINIMUM 1/2" GYPSUM BOARDAPPLIED TO EACH SIDE OF 2X4 (OR)2X6 STUD WALL @ 16" O.C.SPACING OF STUDS W/ DOUBLETOP PLATE AND SINGLE BTM.-ATTACH GYPSUM TO STUDS W/1-1/4" SCREWS (TYPE W OR S), 6"O.C. AT EDGE & 6" O.C. AT FIELD.-ALL GYPSUM BOARD JOINTS TO BESOLID BLOCKED W/ 2X MATERIAL7. () ALLFLOOR SYSTEMS BETWEEN BRACEDWALL PANELS TO HAVE A MIN. 2X4TOP & BOTTOM BLOCKING BOARDPARALLEL TO BRACED WALL PANELSW/ MIN. (3)16d NAILS ATTACHINGBOTTOM/TOP OF BRACED PANELPLATE TO FLOOR SYSTEM AT BRACEDPANEL WIDTH ONLY. 2X4 BLOCKINGTO BE SET BETWEEN FLOOR SYSTEMMEMBERS. SOLID RIM MAY BE USED(FIG. 5 & 6).8. () APPLY2X SOLID BLOCKING BETWEEN ROOFSYSTEM MEMBERS OVER BRACEDWALL PANELS W/ 8d NAILS AT 6" O.C.ALONG LENGTH OF BRACED WALLPANELS WHEN HEEL IS 15.25" OR LESS(FIGURE 3, REFER TO FIG. #4 WHENOVER 15.25").9.NOTE: NOTES 7 & 8 ABOVE APPLY TOPERPENDICULAR FRAMING, WHENPARALLEL FLOORS/ROOF SYSTEMSARE PRESENT, THE FLOOR/ROOFSYSTEM IS TO HAVE BLOCKINGMATERIAL ALLOWING FOR NAILING OFBRACED WALL PANEL INTO SYSTEMABOVE/BELOW SAID WALL (FIGURE 6).BRACED WALL PANELS LOCATED ATEXTERIOR WALLS THAT SUPPORT ROOFRAFTERS OR TRUSSES (INCLUDING STORIESBELOW TOP STORY) SHALL HAVE THEFRAMING MEMBERS CONNECTED INACCORDANCE WITH:1. WHERE THE NET UPLIFT VALUE AT THETOP OF A WALL EXCEEDS 100 PLF,INSTALLING APPROVED UPLIFTFRAMING CONNECTORS TO PROVIDE ACONTINUOUS LOAD PATH FROM THETOP OF THE WALL TO THE FOUNDATIONOR TO A POINT WHERE THE UPLIFTFORCE IS 100 PLF OR LESS. THE NETUPLIFT VALUE SHALL BE ASDETERMINED BY ONE OF THEFOLLOWING:a. THE BASIC WIND SPEED DOES NOTEXCEED 115 MPH, THE WINDEXPOSURE CATEGORY IS B, THEROOF PITCH IS 5:12 OR GREATER,AND THE ROOF SPAN IS 32' OR LESS(OR)b. THE NET UPLIFT VALUE AT THE TOPOF A WALL DOES NOT EXCEED 100PLF. THE NET UPLIFT VALUE SHALLBE DETERMINED IN ACCORDANCEWITH SECTION R802.11 AND SHALLBE PERMITTED TO BE REDUCED BY60 PLF FOR EACH FULL WALLABOVE.2. WHERE THE UPLIFT FORCE DOES NOTEXCEED 200 POUNDS, RAFTERS ANDTRUSSES SPACED NOT MORE THAN 24INCHES ON CENTER SHALL BEPERMITTED TO BE ATTACHED TO THEIRSUPPORTING WALL ASSEMBLIES INACCORDANCE WITH TABLE R602.3(1)a.: MINIMUM (3) 16d BOXNAILS OR (3) 10d COMMON NAILS. (2)TOE NAILS ON ONE SIDE AND (1)TOE NAIL ON OPPOSITE SIDE OFEACH RAFTER OR TRUSS. (MANUF.METAL CONNECTOR MAY BESUBSTITUTED, VERIFY W/ MANUF.DETAILS).b.:CONNECTION OF WOOD PANEL TOSTUDS SHALL BE MIN. 6d COMMONNAILS, 6" O.C. AT EDGES & 12" O.C.AT FIELD OF WOOD PANEL.PROJECT # PROJECT # 25328www.SafeHavenSE.comDerek O Phillips7-25-2025 47507DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25S1BASEMENTWALL BRACINGPLANSCALED PRINT @ 24X36Page 35 of 49 39'-3"5'-3"22'-0"37'-3"SCALE: 1/4" = 1'-0" 2324 FINISHED SQUARE FEET / 1266 GARAGE SQUARE FEET FIRST FLOOR WALL BRACING PLAN155'-0"11'-6"3'-6"6'-6"6'-6"3'-6"8'-4"6'-8"3'-0"3'-0"2'-4 3/4"2'-10 1/2"2'-10 1/2"2'-10 1/2"DASHED BOX INDICATESLOCATION OF EXTENDEDHEADER, EXTENDHEADER TO ENDS OF BOX,PER DIMENSIONS SHOWNDASHED BOX INDICATESLOCATION OF EXTENDEDHEADER, EXTENDHEADER TO ENDS OF BOX,PER DIMENSIONS SHOWNDASHED BOX INDICATESLOCATION OF EXTENDEDHEADER, EXTENDHEADER TO ENDS OF BOX,PER DIMENSIONS SHOWN4'-0"4'-0"6'-0"4'-6"6'-0"6'-0"2'-0"2'-0"1'-6"1'-6"4'-0"8'-0"8'-0"1'-10 1/2"1'-10 1/2"DASHED BOX INDICATESLOCATION OF EXTENDEDHEADER, EXTENDHEADER TO ENDS OF BOX,PER DIMENSIONS SHOWN3'-6":1. ALL WALLS DESIGNED PER METHODCS-WSP OF THE 2020 MN CODE.2. ALL EXTERIOR WALLS ARE TO BECONTINUOUSLY SHEATHED WITH AMINIMUM 3/8" THICK WOOD PANEL.3. CONNECTION OF WOOD PANEL TOSTUDS SHALL BE 8d COMMONNAILS, 6" O.C. AT EDGES & 12" O.C. ATFIELD OF WOOD PANEL.4. STRUCTURAL PANELS (BRACEDWALLS) SHALL BE LOCATED AT EACHEND & AT LEAST EVERY 20' BETWEENPANELS.5. EXTERIOR BRACED WALL LINES SHALLHAVE A BRACED WALL PANEL AT EACHEND OF THE BRACED WALL LINE,EXCEPT FOR:-BRACED WALL PANELS AREPERMITTED TO BEGIN NO MORETHAN 10' FROM EACH END OF THEBRACED WALL LINE PROVIDEDTHAT A 24" PANEL MATCHINGTABLE R602.10.7 IS APPLIED.-THE END OF EACH BRACED WALLPANEL CLOSEST TO THE CORNERSHALL HAVE A TIE-DOWN DEVICEFASTENED TO THE STUD AT THEEDGE OF THE BRACED WALL PANELCLOSEST TO THE CORNER AND TOTHE FOUNDATION OR FRAMINGBELOW. THE TIE- DOWN DEVICESHALL BE CAPABLE OF PROVIDINGAN UPLIFT ALLOWABLE DESIGNVALUE OF AT LEAST 1800 LBS. THETIE-DOWN DEVICE SHALL BEINSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'SRECOMMENDATIONS.6. INTERIOR BRACED WALL LINES SHALLBE DESIGNED/BUILT PERINTERMITTENT METHOD "GB".-MINIMUM 1/2" GYPSUM BOARDAPPLIED TO EACH SIDE OF 2X4 (OR)2X6 STUD WALL @ 16" O.C.SPACING OF STUDS W/ DOUBLETOP PLATE AND SINGLE BTM.-ATTACH GYPSUM TO STUDS W/1-1/4" SCREWS (TYPE W OR S), 6"O.C. AT EDGE & 6" O.C. AT FIELD.-ALL GYPSUM BOARD JOINTS TO BESOLID BLOCKED W/ 2X MATERIAL7. () ALLFLOOR SYSTEMS BETWEEN BRACEDWALL PANELS TO HAVE A MIN. 2X4TOP & BOTTOM BLOCKING BOARDPARALLEL TO BRACED WALL PANELSW/ MIN. (3)16d NAILS ATTACHINGBOTTOM/TOP OF BRACED PANELPLATE TO FLOOR SYSTEM AT BRACEDPANEL WIDTH ONLY. 2X4 BLOCKINGTO BE SET BETWEEN FLOOR SYSTEMMEMBERS. SOLID RIM MAY BE USED(FIG. 5 & 6).8. () APPLY2X SOLID BLOCKING BETWEEN ROOFSYSTEM MEMBERS OVER BRACEDWALL PANELS W/ 8d NAILS AT 6" O.C.ALONG LENGTH OF BRACED WALLPANELS WHEN HEEL IS 15.25" OR LESS(FIGURE 3, REFER TO FIG. #4 WHENOVER 15.25").9.NOTE: NOTES 7 & 8 ABOVE APPLY TOPERPENDICULAR FRAMING, WHENPARALLEL FLOORS/ROOF SYSTEMSARE PRESENT, THE FLOOR/ROOFSYSTEM IS TO HAVE BLOCKINGMATERIAL ALLOWING FOR NAILING OFBRACED WALL PANEL INTO SYSTEMABOVE/BELOW SAID WALL (FIGURE 6).BRACED WALL PANELS LOCATED ATEXTERIOR WALLS THAT SUPPORT ROOFRAFTERS OR TRUSSES (INCLUDING STORIESBELOW TOP STORY) SHALL HAVE THEFRAMING MEMBERS CONNECTED INACCORDANCE WITH:1. WHERE THE NET UPLIFT VALUE AT THETOP OF A WALL EXCEEDS 100 PLF,INSTALLING APPROVED UPLIFTFRAMING CONNECTORS TO PROVIDE ACONTINUOUS LOAD PATH FROM THETOP OF THE WALL TO THE FOUNDATIONOR TO A POINT WHERE THE UPLIFTFORCE IS 100 PLF OR LESS. THE NETUPLIFT VALUE SHALL BE ASDETERMINED BY ONE OF THEFOLLOWING:a. THE BASIC WIND SPEED DOES NOTEXCEED 115 MPH, THE WINDEXPOSURE CATEGORY IS B, THEROOF PITCH IS 5:12 OR GREATER,AND THE ROOF SPAN IS 32' OR LESS(OR)b. THE NET UPLIFT VALUE AT THE TOPOF A WALL DOES NOT EXCEED 100PLF. THE NET UPLIFT VALUE SHALLBE DETERMINED IN ACCORDANCEWITH SECTION R802.11 AND SHALLBE PERMITTED TO BE REDUCED BY60 PLF FOR EACH FULL WALLABOVE.2. WHERE THE UPLIFT FORCE DOES NOTEXCEED 200 POUNDS, RAFTERS ANDTRUSSES SPACED NOT MORE THAN 24INCHES ON CENTER SHALL BEPERMITTED TO BE ATTACHED TO THEIRSUPPORTING WALL ASSEMBLIES INACCORDANCE WITH TABLE R602.3(1)a.: MINIMUM (3) 16d BOXNAILS OR (3) 10d COMMON NAILS. (2)TOE NAILS ON ONE SIDE AND (1)TOE NAIL ON OPPOSITE SIDE OFEACH RAFTER OR TRUSS. (MANUF.METAL CONNECTOR MAY BESUBSTITUTED, VERIFY W/ MANUF.DETAILS).b.:CONNECTION OF WOOD PANEL TOSTUDS SHALL BE MIN. 6d COMMONNAILS, 6" O.C. AT EDGES & 12" O.C.AT FIELD OF WOOD PANEL.PROJECT # PROJECT # 25328www.SafeHavenSE.comDerek O Phillips7-25-2025 47507DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25S21ST FLOORWALL BRACINGPLANSCALED PRINT @ 24X36Page 36 of 49 : 800 LBS CAPACITY FASTENED TO THE EDGE OF THE BRACED WALL PANEL CLOSEST TO THE CORNER AND TO THE FOUNDATION OR FLOOR FRAMING BELOWSOLID BLOCKING BETWEENRAFTERSATTACHED TO TOP PLATESWITH 8d@ 6" O.C. ALONG LENGTH OFBRACEDWALL PANEL (ONLY REQ. @BRACEDWALL PANEL LOCATIONS)ROOF SYSTEM2" MAX OPENAREA BETWEENBLOCKING &ROOF DECKINGMAXIMUM HEEL HEIGHTTO BE 15.25" OR SHORTERBRACED WALL PANEL CONNECTIONTO PERPENDICULAR ROOF SYSTEM2X BLOCKING PLACEDHORIZONTALLY, ATTOP PLATEROOF SYSTEM2" MAX OPENAREA BETWEENBLOCKING &ROOF DECKINGMAXIMUM HEEL HEIGHTTO BE 48" OR SHORTER,WHEN OVER 48" USEWALL FRAMING NOTATIONSBRACED WALL PANEL CONNECTIONTO PERPENDICULAR ROOF SYSTEM(WHEN OVER 15.25")2X BLOCKING VERTICALLYATTACHED BETWEEN ROOFSYSTEM (TRUSSES)2X BLOCKING PLACEDHORIZONTALLY, BETWEENROOF SYSTEM (TRUSSES)EXTEND SHEATHING UPBETWEEN ROOF SYSTEM(TRUSSES), NAIL TOBLOCKING AS NOTEDUSE 8d NAILS, SPACED 6" O.C.FOR CONNECTION OFBLOCKINGTO ADJACENT FRAMING &SHEATHINGBRACED WALL2X RIM BOARDPER TRUSS MANUF.TRUSS SYSTEMMIN. 8d @ 6" O.C.ALONG BRACED WALLPANEL LOCATION(3)-16d @ 16" O.C.ALONG BRACED WALLPANEL LOCATION2X RIM BOARDPER TRUSS MANUF.SILL PLATE W/ANCHOR PER PLANSCONC. FOUND. WALLMIN. 2X4 HORIZONTAL BLOCKING PLACED@ TOP & BOTTOM OF FLOOR SYSTEM W/MIN. 2X4 VERTICAL BLOCKING BETWEENFLOOR SYSTEM W/ MIN. 3/8" OSB ORPLYWOOD NAILED TO BLOCKING W/ MIN.8d @ 6" O.C.(NOTE: @ BRACED WALL LOCATIONSONLY)NAIL BLOCKING INTO TOPPLATE W/MIN. 8d @ 6" O.C. ALONGBRACEDWALL PANEL LOCATIONSMIN. 2X4 HORIZONTAL BLOCKING PLACED@ TOP & BOTTOM OF FLOOR SYSTEM W/MIN. 2X4 VERTICAL BLOCKING BETWEENFLOOR SYSTEM W/ MIN. 3/8" OSB ORPLYWOOD NAILED TO BLOCKING W/ MIN.8d @ 6" O.C.(NOTE: @ BRACED WALL LOCATIONSONLY)NAIL BLOCKING INTO BOTTOMPLATE W/MIN. (3)-16d @ 16" O.C. ALONGBRACEDWALL PANEL LOCATIONSBRACED WALL PANEL CONNECTIONWHEN PERPENDICULAR TO FLOOR/CEILING FRAMINGBRACED WALLTRUSS SYSTEMMIN. 8d @ 6" O.C.ALONG BRACED WALLPANEL LOCATION(3)-16d @ 16" O.C.ALONG BRACED WALLPANEL LOCATIONTRUSS SYSTEMSILL PLATE W/ANCHOR PER PLANSCONC. FOUND. WALLMIN. (2)2X4 HORIZONTAL BLOCKINGPLACED @ TOP & BOTTOM OF FLOORSYSTEM W/ MIN. 2X4 VERTICAL BLOCKINGBETWEEN FLOOR SYSTEM W/ MIN. 3/8"OSB OR PLYWOOD NAILED TO ALLBLOCKING W/ MIN. 8d @ 6" O.C.(NOTE: @ BRACED WALL LOCATIONSONLY)TOE-NAIL BLOCKING INTO TOPPLATE W/MIN. 8d @ 6" O.C. ALONGBRACEDWALL PANEL LOCATIONSNAIL BLOCKING INTO BOTTOMPLATE W/MIN. (3)-16d @ 16" O.C. ALONGBRACEDWALL PANEL LOCATIONSBRACED WALL PANEL CONNECTIONWHEN PARALLEL TO FLOOR/CEILING FRAMINGNAIL BLOCKING INTO TOP &BOTTOM OF ADJACENTTRUSS SYSTEM AS SHOWN W/MIN. (3)-16d @ EACHCONNECTIONMIN. (2)2X4 HORIZONTAL BLOCKINGPLACED @ TOP & BOTTOM OF FLOORSYSTEM W/ MIN. 2X4 VERTICAL BLOCKINGBETWEEN FLOOR SYSTEM W/ MIN. 3/8"OSB OR PLYWOOD NAILED TO ALLBLOCKING W/ MIN. 8d @ 6" O.C.(NOTE: @ BRACED WALL LOCATIONSONLY)NAIL BLOCKING INTO TOP &BOTTOM OF ADJACENTTRUSS SYSTEM AS SHOWN W/MIN. (3)-16d @ EACHCONNECTION12' MAX. TOTAL WALL HEIGHT10' MAX. HEIGHTFASTEN SHEATHING TO HEADER WITH 8D COMMON ORGALVANIZED BOX NAIL IN 3" GRID PATTERN AS SHOWNHEADER TO JACK-STUD STRAP PER TABLER602.10.6.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHINGMIN. DOUBLE 2x4 FRAMING COVERED WITH MIN. 3/8"THICK WOOD STRUCTURAL PANEL SHEATHING WITH8D COMMON OR GALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUD, BLOCKING, AND SILLS) TYP.MIN. LENGTH OF PANEL PER TABLE R602.10.5MIN. (2) 12" DIAMETER ANCHOR BOLTSINSTALLED PER R403.1.6 WITH 2"x2"x316"PLATE WASHERTENSION STRAPPER TABLE602.10.6.4 (ONOPPOSITE SIDEOF SHEATHING)BRACED WALL LINECONTINUOUSLYSHEATHED WITHWOOD STRUCTURALPANELSIF NEEDED PANELSPLICE EDGESSHALL OCCUR ANDBE ATTACHED TOCOMMON BLOCKINGWITHIN 24" OF WALLMIN-HEIGHT. ONEROW OF 3" NAILINGIS REQUIRED INEACH PANEL EDGE.TYPICAL PORTALFRAMECONSTRUCTIONMIN. DOUBLE 2x4POST (KING ANDJACK STUD).NUMBER OF JACKSTUDS PERTABLES R502.5(1)& (2).ANCHOR BOLTSPER SECTIONR403.1.6OVER CONCRETE OR MASONRY BLOCK FOUNDATIONFASTEN TO PLATE TO HEADERWITH TWO ROWS OF 16DSINKER NAILS AT 3" O.C. TYP.MIN. 716" WOOD STRUCTURALPANEL SHEATHINGWOOD STRUCTURALPANELSHEATHING TO TOPOF BAND OR RIMJOISTNAIL SOLEPLATE TOJOIST PERTABLER602.3(1)WOOD STRUCTURALPANELSHEATHING TO TOPOF BAND OR RIMJOISTNAIL SOLEPLATE TOJOIST PERTABLER602.3(1)WOOD STRUCTURAL PANEL SHEATHINGOVER APPROVED BAND OR RIM JOISTWOOD STRUCTURAL PANEL SHEATHINGOVER APPROVED BAND OR RIM JOISTOVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION(WHEN PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST)OVER RAISED WOOD FLOOR - OVERLAP OPTION(WHEN PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD)(2) FRAMINGANCHORS APPLIEDACROSS SHEATHINGJOINT WITH ACAPACITY OF 670 LBSIN THE HORIZONTALAND VERTICALDIRECTIONSATTACHED SHEATHINGTO BAND OR RIM JOISTWITH 8D COMMONNAILS AT 3" O.C. TOPAND BOTTOMAPPROVEDBAND ORRIM JOISTNAIL SOLEPLATE TOJOIST PERTABLER602.3(1)APPROVEDBAND ORRIM JOISTNAIL SOLEPLATE TOJOIST PERTABLER602.3(1)FIGURE BRACED WALL PANEL 1METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTIONMIN. OVERLAP 9-1/4"MIN. 3"x11 14" NET HEADER, STEEL HEADER PROHIBITEDFOR SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)2' - 18' FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTALPONY WALL HEIGHT12' MAX. TOTAL WALL HEIGHT10' MAX. HEIGHTFASTEN SHEATHING TO HEADER WITH 8D COMMON ORGALVANIZED BOX NAIL IN 3" GRID PATTERN AS SHOWNHEADER TO JACK-STUD STRAP PER TABLER602.10.6.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHINGMIN. DOUBLE 2x4 FRAMING COVERED WITH MIN. 3/8"THICK WOOD STRUCTURAL PANEL SHEATHING WITH8D COMMON OR GALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUD, BLOCKING, AND SILLS) TYP.MIN. LENGTH OF PANEL PER TABLE R602.10.5MIN. (2) 3500LB STRAP-TYPEHOLD-DOWNS (EMBEDDED INTOCONCRETE AND NAILED INTO FRAMING)TENSION STRAPPER TABLE602.10.6.4 (ONOPPOSITE SIDEOF SHEATHING)IF NEEDED PANELSPLICE EDGESSHALL OCCUR ANDBE ATTACHED TOCOMMON BLOCKINGWITHIN 24" OF WALLMIN-HEIGHT. ONEROW OF 3" NAILINGIS REQUIRED INEACH PANEL EDGE.TYPICAL PORTALFRAMECONSTRUCTIONMIN. DOUBLE 2x4POST (KING ANDJACK STUD).NUMBER OF JACKSTUDS PERTABLES R502.5(1)& (2).MIN. 1000LBHOLD-DOWNDEVICE(EMBEDDED INTOCONCRETE ANDNAILED INTOFRAMING).FASTEN TO PLATE TO HEADERWITH TWO ROWS OF 16DSINKER NAILS AT 3" O.C. TYP.MIN. 3/8" WOOD STRUCTURALPANEL SHEATHINGEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)2' - 18' FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTALPONY WALL HEIGHTMIN. FOOTING SIZE UNDER OPENING IS 12" X 12". ATURNED-DOWN SLAB SHALL BE PERMITTED AT DOOROPENING.MIN. (1) 5/8" DIAMETER ANCHOR BOLT INSTALLED PERR403.1.6 - WITH 2"X2"X 3/16" PLATE WASHER.FIGURE BRACED WALL PANEL 2METHOD PFH-PORTAL FRAME PANEL WITH HOLD-DOWNSMIN. REINFORCING OF FOUNDATION, ONE #4 BAR TOP ANDBOTTOM OF FOOTING. LAP BARS 15" MINIMUM.CONTINUOUSLY SHEATHED BRACEDWALL LINEHOLD-DOWNDEVICEFIRST BRACED WALL PANEL58'-0"39'-9"SCALE: 1/4" = 1'-0" 2057 FINISHED SQUARE FEET SECOND FLOOR WALL BRACING PLAN14'-0"6'-0"4'-0"6'-0"3'-8"5'-5 1/2"4'-0"4'-0"3'-6"4'-0"2'-10 1/2"3'-10 1/2"4'-0"4'-0"PROJECT # PROJECT # 25328www.SafeHavenSE.comDerek O Phillips7-25-2025 47507DRAWING TITLE:9−5−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25GIRDERS & ROOF PITCH UPDATED PER TRUSS PLANS7-25-25ROOF PITCH CHANGED & FLOOR PLANS ADJUSTED9-4-25S32ND FLOORWALL BRACING& DETAILSSCALED PRINT @ 24X36Page 37 of 49 4.b Planning Commission Meeting Date: September 25, 2025 Agenda Item: Case No. 2025-18 Zoning Ordinance Amendment Application of City of Mendota Heights for a Zoning Ordinance Amendment to incorporate minor updates relating to language, terminology, clarity, and to correct citations, cross-references and conflicting provisions. Department: Community Development Contact: Sarah Madden, Community Development Manager Introduction: This item relates to amendments to the Zoning Ordinance (Title 12), as established following the Zoning Code Update project. The City of Mendota Heights approved the Zoning Code Update project in September 2024, which went into full force and effect on January 1, 2025. Following the approval of this ordinance, staff began implementing the new zoning ordinance provisions and began taking note of sections of the ordinance which contained minor errors or conflicts, or specific citations which needed clarification or minor "housekeeping" changes. A duly noticed public hearing was published in the Pioneer Press. No public comments have been received for this proposed Ordinance Amendment, as of the date of this report. A letter received prior to the City's public noticing has been included as an attachment to this report which references residential building height, a standard which is proposed to be revised in this update. This is discussed in great detail in the "Summary of Proposed Amendments" section of this report. Background: The proposed amendments to Title 12 – Zoning of the City Code consist of minor “clean-up” revisions aimed at improving clarity, consistency, and usability. These amendments do not alter the underlying intent or policy direction of the zoning ordinance. Instead, they correct technical errors, update outdated references, reorganize content for readability, and clarify provisions to support more effective implementation and enforcement. These changes are part of the City’s regular maintenance of the zoning ordinance to ensure it remains a clear, user-friendly, and legally consistent document for staff, applicants, and the public. Staff will continue to monitor the zoning ordinance for amendments that may be made in the future. A redlined version of the ordinance is included for reference, indicating all proposed edits. Analysis: Summary of Proposed Amendments Section 1. Table 12-2B-3.1: R-1 Dimensional and Lot Standards •Standardized language regarding impervious surface. The intent of this standard was to Page 38 of 49 have a maximum impervious surface of 35%, without an option for BMP's. In the final draft of the Zoning Code Update which was adopted, staff was directed to remove the reference to BMP's. This was removed in other sections of code, but this specific citation in this table was missed. This is a minor clean-up to remove the conflict between different sections of the ordinance. Section 2 – Table 12-3B-1.1: Permitted and Prohibited Uses •Added or clarified entries related to research centers, laboratories, warehousing, and off-street parking to address duplicates and correct citation references. o Research laboratories were listed twice, with conflicting permissions of both CUP and P listed depending on its location within the chart. These uses have been consolidated under Industrial, Transportation, & Utility Uses to note that it is permitted in B-1. o Warehousing and distribution was modified during the Planning Commission's final review of the ordinance to allow as a CUP, but the use-specific citation for warehouse uses was not included in the chart. It is added here to direct applicants to the additional requirements. o Off-Street Parking was listed as a Conditional Use in all zoning districts, and the use-specific citation directed to an area of code which does not exist. Off-Street Parking (parking lots, driveways, garages, etc.) are intended to be an Accessory Permit Use in all zoning districts, subject to individual use standards. The citation and listed use are both proposed to be corrected. Section 3 – Relocation of Alternative Energy Systems Regulations •Moved Alternative Energy Systems from Chapter 3, Section 5.B.1 to a newly created Section 12-4A-12 for as these standards apply to all zoning districts, and not just industrial districts. o This section lists standards for Solar Energy Systems which apply to all zoning districts; staff is suggesting it be relocated out of the Industrial-specific section to provide clarity. Section 4 – Section 12-4A-4 Wetland Requirements •Clarified Citations which reference Title 15: Environmental Standards Section 5 - Section 12-4A-5: Landscaping Requirements •Clarified standards and citation to reference Title 15, Chapter 3: Urban Forest Preservation ordinance requirements Section 6 - Section 12-4A-11: Off Street Parking and Loading •Corrected Title 6 Citation Section 7 – Section 12-4A-11: Signs Page 39 of 49 •Corrected listed Zoning District from B-2 to B-1 o This is a typographical error proposed to be corrected. Section 8 – Section 12-4B-2: Roof Pitch Standards for Residential Structures •Set maximum roof pitch for residential buildings to 12:12. •Introduced exceptions for subordinate architectural roof elements such as dormers and porches. o This topic was discussed at the City Council Work Session on 9/16/25. City Council was provided information by staff and by local developers and home- builders that the maximum pitch standard was not suitable for modern construction standards. The developers also expressed a need for clarity on primary roof structures versus secondary or ornamental roof structures as they do not contribute to overall height. Through discussion, staff was directed to include this increase in the maximum pitch and the clarity to roof structures as part of the upcoming housekeeping amendments. Section 9 – Section 12-5B-8: Planned Unit Development •Clarified that it is a City Council's discretionary action in adjusting PUD densities consistent with the Comprehensive Plan. o This sentence was in direct conflict with the City's Comprehensive Plan, and with earlier language in this same Chapter regarding density increases or decreases. Staff has reviewed this item with the City Attorney and the recommendation is to remove this sentence for consistency with the Comprehensive Plan language relating to the use of Planned Unit Developments to increase or lower density beyond the underlying zoning district. Section 10 – Chapter 8: Definitions •Revised the definition of "Comprehensive Plan" for clarity and updated language in the definition of a "thoroughfare". o This street type is no longer the official term used, and is not reflective of the City's Comprehensive Plan. Future definition modifications are anticipated as the City continues to review the Subdivision Ordinance for code updates. Alternatives: The proposed ordinance amendment is to Title 12-Zoning, which requires the Planning Commission to provide a review under a public hearing process and provide a recommendation to the City Council. The Planning Commission may consider one of the three following actions: 1. Recommend approval of the draft Ordinance No. 596 which amends certain sections of Zoning Code Title 12 – Zoning, as presented herein; or 2. Recommend approval or denial of the requested zoning code amendments in whole or in part; or with added/revised language and standards deemed necessary by the commission; or Page 40 of 49 3. Table the amendment request, and direct city staff to provide additional information for further consideration by the Planning Commission and present this information at the next scheduled Planning Commission meeting. Staff Recommendation: Staff recommends that the Planning Commission recommend approval of the proposed amendments to City Code Title 12 – Zoning as outlined in Sections 1 through 10 of the redlined [draft] ordinance attached to this report. These amendments are intended to improve the clarity, internal consistency, and usability of the zoning ordinance without changing the underlying regulatory intent or development standards. The proposed edits are administrative in nature and serve to correct technical errors, update references, clarify existing language, and improve the structure and readability of various sections of the code. Staff finds that the proposed changes are consistent with the goals and policies of the City’s Comprehensive Plan and support the ongoing maintenance of a clear and enforceable zoning ordinance. Attachments: 1.Zoning Ordinance Amendment - Ord 603 - Redline 9/19/25 2.Letter of Concern from Housing First Minnesota Page 41 of 49 CITY OF MENDOTA HEIGHTS DAKOTA COUNTY, MINNESOTA ORDINANCE NO. 603 AMENDING TITLE 12: ZONING, TO INCORPORATE MINOR UPDATES RELATING TO LANGUAGE, TERMINOLOGY, CLARITY, AND TO CORRECT CITATIONS, CROSS- REFERENCES AND CONFLICTING PROVISIONS. The City Council of the City of Mendota Heights does ordain: Section 1. City Code Title 12 – ZONING is hereby amended by adding the underlined and removing the strikethrough language to modify Chapter 2B: BASE ZONING DISTRICTS, Table 12-2B-3.1 R-1 Dimensional and Lot Standards as follows: Lot Dimensions A Lot Size (minimum) 15,000 square feet B Lot Width (minimum) 100 feet Principal Building Standards C Front Yard Setback Newly Created Lot (new plat) – Minimum Existing Lot of Record (infill) - Minimum 30 feet See Section [12-4A-3.D.2.] Newly Created Lot (new plat) – Maximum Existing Lot of Record (infill) - Maximum 40 feet See Section [12-4A-3. D.2.] D Side Yard Setback (minimum) 10 feet interior lot line 30 feet abutting a street E Rear Yard Setback (minimum) 30 feet Height (maximum) 25 feet See Section [12-4A-7. C.] Accessory Structure Standards Private Garages Number (maximum) One (1) detached or one (1) attached garage per lot; see [Section 12-4A-8.D.2] for Exception for Two Private Garages on a Lot. Size (maximum) If Attached Private Garage 1,200 square feet 1,201 - 1,500 square feet with CUP Page 42 of 49 4b1. If Detached Private Garage 750 square feet 751 - 1,000 square feet with CUP Size of Exception for Two Private Garages Up to 2,400 square feet based on lot size, see Section [12-4A-8.D.2.] Front Yard Setback (attached) Minimum Front Yard Setback of Principal Building F Front Yard Setback (detached) Behind Principal Building front facade Side and Rear Yard Setbacks (minimum) Corner lots must meet Principal Building side yard setback H 144 to 2,000 square feet 10 feet Over 2,000 square feet 15 feet Height (Maximum) May not exceed height of Principal Building 144 to 2,000 square feet 15 feet, 1.5 stories 2,000 to 2,400 Square Feet 18 feet, 1.5 stories I Setback from Principal Building 5 feet Garage Doors Width (maximum measured horizontally) 36 linear feet as viewed from the public right- of-way Height (maximum) 9 feet, up to 12 feet with Conditional Use Permit Storage Building Number (maximum) One (1); See [Section 12-4A-8.E.a.iii.] for Exception for two Storage Buildings if Chicken Coop/Run. Size 144 square feet for one (1) Storage Building; maximum of 225 square feet of combined Storage Building and Chick Coop/Run. Front Yard Setback (minimum) Behind Principal Building front facade G Side and Rear Yard Setbacks (minimum) 5 feet Height (maximum) 10 feet, 1 story Accessory Structure (not meeting definition of Building) Page 43 of 49 Setbacks Must meet all Accessory Building yard setbacks Size No limit; must meet impervious surface requirements for all combined improvements. Other Standards Impervious Surface Coverage (maximum) 35%, or up to 50% with approved Best Management Practices (BMPs) Section 2. City Code Title 12 – ZONING is hereby amended by adding the underlined and removing the strikethrough language to modify Chapter 3: ALLOWED USES, Article B: PERMITTED AND PROHIBITED USES, Table 12-3B-1.1 as follows: COMMERCIAL/BUSINESS USES Land Use RE R-1 R-2 R-3 MU B-1 B-2 I Use Specific Section Research center and laboratories P INDUSTRIAL, TRANSPORTATION & UTILITY USES Land Use RE R-1 R-2 R-3 MU B-1 B-2 I Use Specific Section Scientific research, investigation, testing and experimentation, including laboratories CUP CUP P P Warehousing and distribution, not abutting a Residential Base Zoning District CUP P 12-3B-5 B.6 ACCESSORY USES Land Use RE R-1 R-2 R-3 MU B-1 B-2 I Use Specific Section Off Street Parking CUP AP CUP AP CUP AP CUP AP CUP AP CUP AP CUP AP CUP AP 12-4A-7 B.6 12-4A-9 Section 3. City Code Title 12 – ZONING is hereby amended by removing and relocating Chapter 3: ALLOWED USES, Article B: PERMITTED AND PROHIBITED USES, Chapter 5: INDUSTRIAL, TRANSPORTATION AND UTILITY USE SPECIFIC REGULATIONS, Section B.1: Alternative Energy Systems in its entirety to- 12-4A-12 ALTERNATIVE ENERGY SYSTEMS. Section 4. Section 4. City Code Title 12 – ZONING is hereby amended by adding the underlined and removing the strikethrough language to modify Chapter 4: BUILDING, CHARACTER, AND Page 44 of 49 DESIGN STANDARDS, Article A: GENERAL PROVISIONS APPLICABLE TO ALL ZONING DISTRICTS, Section 4: Wetland Requirements as follows: A. Purpose. The requirements established herein are intended to support the regulations and requirements established in Title 15:. Environmental Standards, Chapter 4: Wetland Conservation of the City Code and to comply with the State of Minnesota Wetland Conservation Act (WCA) rules. The City will: 1. Reference the City’s wetland inventory and the National Wetland Inventory, to determine whether a wetland may be present on a property that is the subject of a Land Use Development Application. 2. Coordinate wetland requirements with the Floodplain and Shoreland Protection regulations as established in Title 15:. Environmental Standards. B.2. Wetlands shall be located and identified according to the standards established in Title 15:. Environmental Standards, Chapter 4: Wetland Conservation. C.3. The lowest ground floor elevation must be a minimum of two feet (2') above the 100-year flood elevation, or a minimum of three feet (3') above the Ordinary High Water Mark of public waters, as regulated by Title 15:. Environmental Standards. C.10. Any swimming pools, patios, decks, drive aisles, parking lots, etc., must be setback a minimum of five feet (5') from any required buffer area, whichever is greater, unless otherwise permitted by Title 15:. Environmental Standards. D. Buffer Requirements. 1. The vegetation requirements for all required Buffer Areas are established in Title 15, Chapter 4: Wetland Conservation, Section [15-4-6]. , Environmental Standards. Section 5. Section 4. City Code Title 12 – ZONING is hereby amended by adding the underlined and removing the strikethrough language to modify Chapter 4: BUILDING, CHARACTER, AND DESIGN STANDARDS, Article A: GENERAL PROVISIONS APPLICABLE TO ALL ZONING DISTRICTS, Section 5: Landscaping Requirements as follows: 4. As many existing native and non-invasive trees as is practicable must be preserved and must be shown on the Site Plan. All Significant or Heritage Trees scheduled for removal must be identified on the Site Plan. Removal of Significant or Heritage trees beyond the thresholds established in Title 15, Chapter 3: Urban Forest Preservation will require compliance with all requirements as defined and listed in Sections 15-3-5 and 15-3-6. A Significant Tree is defined in Title 15. Environmental Standards. Section 6. City Code Title 12 – ZONING is hereby amended by adding the underlined and removing the strikethrough language to modify Chapter 4: BUILDING, CHARACTER, AND DESIGN STANDARDS, Article A: GENERAL PROVISIONS APPLICABLE TO ALL ZONING DISTRICTS, Section 9: Off-Street Parking and Loading as follows: (3) No Semitrailer, Truck Tractor, or a combination thereof, or any Custom Service Vehicle as defined in Title X6, Section [6-1-2] of the City Code, or any truck in excess of 9,000 pounds gross vehicle weight may be parked within a Residential Base Zoning District except for the purpose of loading, unloading, or Page 45 of 49 in the process of making a delivery. Section 7. City Code Title 12 – ZONING is hereby amended by adding the underlined and removing the strikethrough language to modify Chapter 4: BUILDING, CHARACTER, AND DESIGN STANDARDS, Article A: GENERAL PROVISIONS APPLICABLE TO ALL ZONING DISTRICTS, Section 11: Signs as follows: c. The maximum gross area of any surface of a pylon or monument sign in the [B-2] Zoning District is 80 square feet; and the maximum gross area of any surface in the B-2B-1 or I Zoning District is 100 square feet. Section 8. City Code Title 12 – ZONING is hereby amended by adding the underlined and removing the strikethrough language to modify Chapter 4: BUILDING, CHARACTER, AND DESIGN STANDARDS, Article B STANDARDS APPLICABLE TO RESIDENTIAL DISTRICTS (RE, R-1, R-2 AND R-3), Section 2: SINGLE-FAMILY DETACHED AND ATTACHED BUILDING REQUIREMENTS as follows: e. Pitch of Roofs. With the exception of earth sheltered homes, all residential structures must have a pitched roof of at least 3:12 and a maximum of 9:12 12:12. (1) Exception. A two-story home may have a roof that is less than 3:12, or a flat roof. (2) Secondary roofs, including but not limited to dormers, porches, awnings, cupolas, or other clearly subordinate architectural elements, may exceed the maximum pitch provided they: (A) Are clearly ornamental or accessory in nature; (B) Do not result in an increase to the building height beyond the permitted maximum; (C) Are not used to increase habitable floor area above what is otherwise permitted Section 9. City Code Title 12 – ZONING is hereby amended by adding the underlined and removing the strikethrough language to modify Chapter 5: ADMINISTRATION AND CONFORMANCE, Article B: COMMON STANDARDS OF LAND USE APPLICATIONS, Section 8: PLANNED UNIT DEVELOPMENT as follows: 3. Number of Dwelling Units. a. In a residential Planned Unit Development, the number of dwelling units proposed for the entire site shall not exceed the total number permitted by the Base Zoning District(s) and the Comprehensive Plan in which the land is located. If the residential Planned Unit Development is in more than one Base Zoning District, the number of allowable dwelling units must be calculated separately for each portion of the Planned Unit Development that is in a separate Zoning District and must then be combined to determine the number of dwelling units allowable in the entire Planned Unit Development. The density of individual uses in the MU-PUD District may be guided by the standard established by the Base Zoning District for each use. The City Council shall have the authority to determine the allowed density based on the quality and components of the Planned Unit Development. Said density may be lesser or greater than that prescribed by the Base Zoning District(s) at the discretion of the City Council, but in all cases must comply with the density ranges established in the Comprehensive Plan. Page 46 of 49 Section 10. City Code Title 12 – ZONING is hereby amended by adding the underlined to modify Chapter 8: RULES AND DEFINTIONS, ARTICLE B: DEFINITIONS OF ZONING CHAPTERS 1, 2, 3, 4, 5 AND 7 OF THIS TITLE COMPREHENSIVE PLAN: Unless otherwise stated, it is the general plan for land use, transportation and community facilities prepared and maintained by the Planning Commission and approved by the City Council. The comprehensive plan of the city and all policy statements, goals, standards, maps, charts and explanatory materials thereto which guide the land use development of the city, as adopted by the city council. STREET, THOROUGHFARE (MAJORPRINCIPAL OR MINOR ARTERIAL) THOROUGHFARE: A street which serves or is designed to serve heavy flows of traffic and which is used primarily as a route for traffic between communities and/or other heavy traffic generating areas. Section 11. Effective date. This ordinance shall be effective immediately following adoption and publication according to law. ADOPTED this 7th day of October, 2025 by the City Council for the City of Mendota Heights. CITY COUNCIL CITY OF MENDOTA HEIGHTS ___________________________________ Stephanie B. Levine, Mayor ATTEST: ___________________________ Nancy Bauer, City Clerk Page 47 of 49 City of Mendota Heights Mayor Levine and City Council; Sarah Madden, Community Development Manager 1101 Victoria Curve Mendota Heights, MN 55118 Re: Concerns Over Stricter Local Building Requirements Dear Mayor Levine and Councilmembers, On behalf of Housing First Minnesota, I am writing to express strong concerns regarding provisions in the Mendota Heights City Code that appear to establish building requirements stricter than those set forth in the Minnesota State Building Code (MSBC). The MSBC exists to provide a uniform, statewide standard for construction practices— supporting predictability for builders, protecting homeowners, and advancing housing affordability. When municipalities impose additional requirements—such as: •§12-4B-2(e): Requiring all residential structures to have pitched roofs between 3:12 and 9:12, despite MSBC provisions allowing lower slopes depending on materials; •§12-4A-7: Setting height restrictions for inflll development that function more like construction mandates than zoning standards; the Minnesota State Legislature has raised concerns with the practice of “buying approvals” through the discretionary review system in recent years. they create questionable legal confiicts with state authority and add unnecessary cost and complexity. Our concerns are direct and urgent: 1.Housing Affordability: Extra construction mandates drive up housing costs without improving safety or durability. In a time of housing shortage, these local rules restrict design fiexibility and make new homes less attainable. 2.Questionable Legal Confiict: While cities hold zoning authority, provisions that blur the line between aesthetics and construction standards risk confiicting with state building authority. Page 48 of 49 4b2. 3.Loss of Uniformity: The MSBC is designed to be consistent across Minnesota. Local deviations undermine that goal and create confusion for builders and homeowners. Housing First Minnesota urges the City of Mendota Heights to review these ordinances and align them more closely with the spirit of statewide uniformity. Without such action, these rules will continue to create barriers to affordability and invite avoidable disputes. Our industry is committed to providing safe, affordable, high-quality homes across Minnesota. We ask the City to work with us to ensure its ordinances do not go beyond their intended scope, especially in ways that add unnecessary cost and restrict housing options. Sincerely, Mark Foster Vice President of Legislative & Political Affairs Housing First Minnesota Page 49 of 49