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Permits - Permit# 26SP-00039 - 2059 Dickson Avenue - 7/15/2026PARK City of Spring Park I New Single Family House (Residential IRC-1) 4349 Warren Ave, Spring Park, MN 55384 Phone:(952) 471-9051 Fax: (952) 471-9160 For Inspections: (952) 442-7520 26SP-00039 Date Issued: 07/15/2026 Property Owner: MACKLYN HOMES, LLC Expiration Date: 01/11/2027 Mailing Address: 18665 IRVINE WAY Job Site Address: 2059 DICKSON AVE, SPRING PARK, MN 55384 LAKEVILLE, MN 55044 Category: Residential New Phone: (612) 581-6437 Permit Type: New Single Family House (Residential IRC-1) Email: dave.mcnutt@yahoo.com Valuation: $750,000.00 Description of Work: Demo of existing shed on property & construction of new single family 4 bedroom/3 bath home on property. Subdivision: Required Setbacks: Parcel ID: 17-117-23-32-0005 Filing: Actual Setbacks: Lot: Block: Total Sq Ft: Contractors: Fee Items Amount Primary MACKLYN HOMES LLC (612) 581-6437 State Surcharge $ 375.00 Building MACKLYN HOMES LLC (612) 581-6437 Residential Building Permit $ 5,612.00 Contractor License Look -up $ 5.00 Residential Site Inspection $ 65.00 SEC New Home/Commercial $ 450.00 Residential Plan Review $ 3,647.80 Total Fees: $ 10,154.80 NOTICE Signature of Applicant/Date Building Department Signature/Date 07/15/2026 MUST BE POSTED ON JOB SITE INSPECTION CARD City of Spring Park SPRING PARK OnLake %innetonka 4349 Warren Ave, Spring Park, MN 55384 POST THIS CARD IN A SAFE CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. New Single Family PERMIT NO.: 26SP-00039 PERMIT TYPE: House (Residential ISSUED DATE: 07/15/2026 EXPIRATION DATE: 01/11/2027 I RC-1) 17-117-23- PROJECT ADDRESS: 2059 DICKSON AVE, SPRING PARK, MN 55384 PARCEL NO.: 32-0005 OWNER: MACKLYN HOMES, LLC CONTRACTOR: MACKLYN HOMES LLC APPLICANT: MACKLYN HOMES - DAVE OWNER PHONE: (612) 581-6437 CONTRACTOR PHONE: (612) 581-6437 APPLICANT PHONE: (612) 581-6437 DESCRIPTION OF WORK: Demo of existing shed on property & construction of new single family 4 bedroom/3 bath home on property. CONSTRUCTION TYPE: DATE INSPECTION INSP PASSED COMMENTS Site Inspection Foundation Under Slab Framing Fire/Draft Stopping Reports OCCUPANTLOAD: DATE INSPECTION INSP PASSED COMMENTS Footings Pre-Backfill Sheathing/Braced Wall (Interior and exterior) Energy Code/Insulation Drywall (Fire/Smoke Rated Walls) Building Final Fire Approval: Date. Engineering Approval: PW Approval: Date: Other To request an inspection: (952) 442-7520 Date: Date: Page 1 of 1 A-r.. ING PARK Project Name: City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 Date: 07/09/2026 Approval Status: Approved with Comments Jurisdiction: City of Spring Park Construction Type: ID: 26SP-00039 Applicant Name: MACKLYN HOMES - DAVE Applicant Phone: (612) 581-6437 Applicant Email: dave.mcnutt@yahoo.com Jobsite: 2059 DICKSON AVE Code: 2020 1309, Minnesota Residential Code Reviewed: Building The plans and specifications, for the project named above, have been reviewed for substantial compliance with the current Minnesota State Building Code. This review is limited to the submitted scope of work; is based upon the supposition that the data on which the design is based are correct and that the necessary legal authority has been obtained to construct the project. Although every attempt has been made to identify code issues or concerns for proper and necessary change, the project designer(s), the building contractor(s) and the property owner(s) are ultimately responsible for providing complete code compliance and maintaining minimum construction standards for the safeguarding of life or limb, health, public welfare and property while constructing this project. Approval is based on the correction of all noted deficiencies and compliance with all items listed below. Any changes from these documents and/or additional information shall be submitted to the Department of Building Safety for code compliance review and approval. Written response of approval must be on site prior to implementation of such changes. The following information is related to the submitted plans/scope or as general information regarding code compliance. Compliance with the stated requirements will be verified during the construction process. All work shall be inspected. It is the responsibility of the contractor/installer to contact the Department of Building Safety, when ready to schedule an inspection, at (952) 442-7520 during regular business hours. If you have any questions or concerns regarding this plan review, please contact me via telephone at (952) 442-7520 or email at codereview@mnspect.com. Derrick Wyman Plans Examiner dwyman@safebuilt.com 2059 DICKSON AVE Page 1 .f" PARK Plan Specific Items: Building: Approved with Comments - Derrick Wyman, dwyman@safebuilt.com PLANS DATED: 7/9/2026 PLAN SHEETS REVIEWED: 1-5 plus engineering SCOPE OF WORK: New Single -Family Dwelling City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 General Requirements: Building Plannino: 1. Overhead garage doors shall meet the wind loading requirement of 115 Ultimate Wind Speed. Garage door assemblies must be accompanied by the manufacturer's engineering drawing and installation instructions, on site, for the building inspector to review. (Mn Rule 1309.R301.2.1) 2. In combustible construction, fire -blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. (MN Rule 1309.R302.11) 3. In combustible construction where there is usable space both above and below the concealed space of a floor - ceiling assembly, draft stopping shall be installed so that the area of the concealed space does not exceed 1,OOOsq ft. Draft stopping shall divide the concealed space into approximately equal areas. (MN Rule 1309. R302.12) 4. Floor assemblies not required elsewhere in this code to be fire -resistance rated shall be provided with a 1/2" gypsum wallboard membrane, 5/8" wood structural panel membrane, or equivalent on the underside of the floor framing member. (MN Rule 1309.R302.13) i. Exception: a. Floor assemblies located directly over a space protected by an automatic sprinkler system in accordance with Section P2904, NFPA 13D, or other approved equivalent sprinkler system. b. Floor assemblies located directly over a crawl space not intended for storage or for the installation of fuel -fired or electric -powered heating appliances. c. Portions of floor assemblies shall be permitted to be unprotected where complying with the following: 1. The aggregate area of the unprotected portions does not exceed 80 square feet per story. 2. Fire blocking, in accordance with Section R302.11.1, is installed along the unprotected portion's perimeter to separate it from the rest of the floor assembly. d. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2-inch by 10-inch nominal dimension, or other approved floor assemblies demonstrating equivalent fire performance. 5. All interior stairways shall be provided with a means to illuminate the stairs, including the landings and treads. Interior stairways shall be provided with an artificial light source located in the immediate vicinity of each landing of the stairway. There shall be a light switch at each level when a stairway has six or more risers. (MN Rule 1309.R303.7) i. Exception: 2059 DICKSON AVE Page 2 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 v� Phone (952) 471-9051 PARK Fax (952) 471-9160 a. A switch is not required where remote, central, or automatic control of lighting is provided. 6. Enclosed space under stairs that is accessed by a door or access panel, shall have the walls, under -stair surface, and any soffits protected by minimum'/2' gypsum board. (MN Rule 1309.R302.7) 7. A garage and its attic are required to be separated from the dwelling and its attic by not less than 1/2" gypsum fastened per table R702.3.5. If the dwelling extends above garage, the ceiling is to be protected with not less than 5/8" gypsum attached perpendicular to the ceiling framing per Table R302.6. (MN Rule 1309.R302) 8. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top landing of the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. (MN Rule 1309.R303.8) 9. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2- percent). (MN Rule 1309.R311.3) 10. The maximum riser height shall be 7-3/4 inches. The riser shall be measured vertically between the leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Open risers are permitted provided that the opening between treads on risers located more than 30" above the floor do not permit the passage of a 4-inch-diameter sphere. (MN Rule 1309.R311.7.5.1) 11. The minimum tread depth shall be 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. (MN Rule 1309. R311.7.5.2) 12. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers and must be returned to the wall. Handrails are to comply with MN Rule 1309.R311.7.8.1 for mounting height, continuity, and grip -size. (MN Rule 1309.R311.7.8.1) 13. In dwelling units, where the lowest part of the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the window opening shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow passage of a 4-inch diameter sphere where such openings are located within 24 inches of the finished floor. (MN Rule 1309.R312.2.1) i. Exceptions: a. Windows with openings that will not allow a 4-inch-diameter sphere to pass through the opening when the window is in its largest opened position. b. Openings that are provided with window fall prevention devices that comply with ASTM F2090. c. Windows that are provided with window opening control devices that comply with Section R312.2.2. 14. Smoke alarms shall be installed in the following locations: (MN Rule 1309.R314.3) i. In each sleeping room. ii. Outside each separate sleeping area within 21' of the bedroom doors. iii. On each additional story of the dwelling, including basements and habitable attics but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. iv. Smoke alarms shall not be installed within 3' horizontally of a bathroom that contains a tub or shower unless this requirement interferes with other required placements. 2059 DICKSON AVE Page 3 Ai" PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 15. Smoke alarms shall be interconnected. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MN Rule 1309.R314.1.1) 16. When required, Carbon Monoxide alarms shall be installed outside and not more than 10 feet from each separate sleeping area or bedroom. Alarms shall be installed on each level containing sleeping areas or bedrooms. Alarms shall also be installed inside each bedroom where a fuel -fired appliance is present in the bedroom or its attached bathroom. (MN Rule 1309.R315.3) 17. Carbon Monoxide alarms shall be interconnected. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MN Rule 1309.R314.4) 18. Carbon Monoxide alarms shall receive their primary power from the building wiring where such wiring is serviced from a commercial source, and where the power is interrupted, shall receive power from a battery. (MN Rule 1309.R315.6) 19. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Numbers shall be at least 4 inches high with a minimum stroke width of 1/2 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. (MN Rule 1309.R319.1) Foundation: 1. Exterior foundation walls that retain earth and enclose below grade interior spaces, floors, and crawl spaces shall be waterproofed. (MN Rule 1309.R406.2) The waterproofing shall extend from the top interior wall edge, across the top of the wall, and down the exterior wall face to the top of the footing. If a full width, closed -cell material is installed to create a seal between the sill plate and the top of the foundation wall, the installation is deemed to meet the requirements for the top of the wall waterproofing. (MN Rule 1322.R402.1.1) Floors: 1. Notches in solid lumber joists, rafters and beams shall not exceed one -sixth of the depth of the member, shall not be longer than one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of the member shall not exceed one fourth the depth of the member. The diameter of holes bored or cut into members shall not exceed one-third the depth of the member. Holes shall not be closer than 2 inches to the top or bottom of the member, or to any other hole located in the member. Where the member is notched, the hole shall not be closer than 2 inches to the notch. (MN Rule 1309.R502.8.1) 2. Cuts, notches, and holes bored in engineered wood products are prohibited except where permitted by the manufacturer's recommendations or by a registered design professional. Walls: Drilling and notching of studs shall be in accordance with the following: i. Notching. Any stud in an exterior wall or bearing partition shall be permitted to be cut or notched to a depth not exceeding 25 percent of its width. Studs in nonbearing partitions shall be permitted to be notched to a depth not to exceed 40 percent of a single stud width. ii. Drilling. Any stud shall be permitted to be bored or drilled, provided that the diameter of the resulting hole is 2059 DICKSON AVE Page 4 I_r- PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 not more than 60 percent of the stud width, the edge of the hole is not more than 5/8 inch to the edge of the stud, and the hole is not located in the same section as a cut or notch. Studs located in exterior walls or bearing partitions drilled over 40 percent and up to 60 percent shall be doubled with not more than two successive doubled studs bored. See Figures R602.6(1) and R602.6(2). (MN Rule 1309.R602.6) 2. Where piping or ductwork is placed in or partly in an exterior wall or interior load -bearing wall, necessitating cutting, drilling, or notching of the top plate by more than 50 percent of its width, a galvanized metal tie not less than 0.054 inch thick (16 ga) and 1'/2 inches wide shall be fastened across and to the upper of the two top plates at each side of the opening with not less than eight 10d (0.148 inch diameter) nails having a minimum length of 1 1/2 inches at each side or equivalent. The metal tie must extend not less than 6 inches past the opening. (MN Rule 1309.602.6.1). If less than 5/8 inch is remaining on the un-notched side of the top plate, the load path must be designed in accordance with accepted engineering practices (commentary). i. Exception: a. Where the entire side of the wall with the notch or cut is covered by wood structural panel sheathing. Wall Coverings: 1. Gypsum board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1178, C1278 or C1396. Use of water-resistant gypsum backing board shall be permitted on ceilings. Water-resistant gypsum board shall not be installed over a Class I or II vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufacturer. (MN Rule 1309.R702.3.7) i. Limitations. Water-resistant gypsum backing board shall not be used where there will be direct exposure to water, or in areas subject to continuous high humidity (MN Rule 1309.702.3.7.1). 2. Approved corrosion -resistant flashing shall be applied shingle -fashion in such a manner as to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashing shall be installed at all the following locations: (MN Rule 1309. R703.4) i. Exterior window and door openings. Flashing shall be installed at the head and sides of exterior window and door openings and shall extend to the surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with at least one of the following: a. The fenestration manufacturer's installation and flashing instructions. When flashing is not addressed in the fenestration manufacturer's instructions, it shall be installed in accordance with the flashing manufacturer's instructions; b. in accordance with the flashing design or method of a registered design professional; and in accordance with other approved methods. ii. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. iii. Under and at the ends of masonry, wood, or metal copings and sills. iv. Continuously above all projecting wood trim. v. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood -frame construction. vi. At wall and roof intersections. vii. Where exterior material meets in other than a vertical line. 2059 DICKSON AVE Page 5 A,.. ING PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 viii. Where the lower portion of a sloped roof stops within the plane of an intersecting wall cladding in such a manner as to divert water away from the assembly in compliance with Section R903.2.1. ix. At the intersection of the foundation and rim joist framing when the exterior wall covering does not lap the foundation insulation. 3. Pan flashing of windows and doors. Pan flashing shall be installed in accordance with the fenestration manufacturer's installation and flashing instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. (MN Rule 1309.R703.4.1) Roof-Ceilina: 1. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1/16 inch minimum and'/4 inch maximum. Openings in roof framing members shall conform to the requirements of Section R802.7. Required ventilation openings shall open directly to the outside air and shall be protected to prevent the entry of birds, rodents, snakes, and other similar creatures. (MN Rule 1309.R806.1) 2. The minimum net free ventilating area shall be 1/150 of the area of the vented space. (MN Rule 1309.R806.2) i. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided both of the following conditions are met: a. In Climate Zones 6, 7 and 8, a Class I or II vapor retarder is installed on the warm -in -winter side of the ceiling. b. Not less than 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located not more than 3 feet below the ridge or highest point of the space, measured vertically. The balance of the required ventilation provided shall be located in the bottom one-third of the attic space. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet below the ridge or highest point of the space shall be permitted. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. The rough -framed opening shall not be less than 22 inches by 30 inches and shall be located in a hallway or other readily accessible location. Where located in a wall the access shall not be less than 22" wide by 30" high. When the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30 inches at some point above the access measured vertically from the bottom of ceiling framing members. (MN Rule 1309.R807.1) 4. A kick -out flashing shall be installed where the lower portion of a sloped roof steps within the plane of an intersecting wall cladding, in such a manner as to divert or kick out water away from the assembly. The kickout flashing shall be a minimum of 2'/z" long. (MN Rule 1309.R903.2.1) MN Special Provisions: 1. All automatic garage door opening systems that are installed, serviced, or repaired for garages serving residential buildings, must comply with the provisions of Minnesota Statutes, sections 325F.82 and 325F.83. (MN Rule 1303.1400 & 1309.R309.4) 2. A minimum of a passive radon reduction system designed to comply with MN Rule 1303.2402 is required in every new residential structure (MN Rule 1303.2400, Subpart 1). 2059 DICKSON AVE Page 6 .r" ING PARK MN Energy Code: City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 1. A building certificate shall be completed and posted on or in the electrical distribution panel by the builder. The certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels (MN Rule 1322.R401.3). 2. Any insulation assembly installed on the exterior of the foundation walls or on the perimeter of slabs -on -grade that does not permit bulk water drainage shall: (MN Rule 1322.R402.1.1.3). i. be made of water-resistant materials manufactured for that intended use; ii. be installed according to the manufacturer's installation instructions; iii. comply with either ASTM C 578 or C 1029, as applicable; iv. be covered with a 6-mil polyethylene slip sheet over the entire exterior surface; and v. have a rigid, opaque, and weather -resistant protective covering to prevent degradation of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend a minimum of 6 inches below grade. The insulation and protective covering system shall be flashed in accordance with MN Rule 1309.R703.8. 3. For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal or greater than the size of the vent. The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid material (MN Rule 1322.R402.2.3). 4. Maximum allowed fenestration U factors are 0.32 for windows and 0.55 for skylights (Table, MN Rule 1322. R402.1.1). 5. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather- stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose fill insulation (MN Rule 1322.R402.2.4). 6. R-15 insulation for concrete and masonry foundation walls shall be installed per code with a minimum of R-10 installed on the exterior of the wall. Interior insulation, other than closed cell spray foam, shall not exceed R-11 (MN Rule 1322.R402.2.8). 7. Ducts, air handlers, and filter boxes shall be sealed (MN Rule 1322.R403.2.2). 8. Building framing cavities shall not be used as ducts or plenums (MN Rule 1322.R403.2.3). 9. Insulation for hot water pipe with a minimum thermal resistance (R-value) of R-3 shall be applied to the following: (MN Rule 1322.R403.4.2) i. Piping larger than 3/4 -inch nominal diameter. ii. Piping from the water heater to kitchen outlets. iii. Piping located outside the conditioned space. iv. Piping from the water heater to a distribution manifold. v. Piping located under a floor slab. vi. Buried piping. 2059 DICKSON AVE Page 7 .r^ ING PARK Xi❑netonfia City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 vii. Supply and return piping in recirculation systems other than demand recirculation systems. viii. Piping with run lengths greater than the maximum run lengths for the nominal pipe diameter given in Table R403.4.2. ix. All remaining piping shall be insulated to at least R-3 or meet the run length requirements of Table R403.4.2. 10. Both outdoor air and exhaust air may be connected to the forced air circulation system only if controls are installed to operate the forced air circulation system when the mechanical ventilation system is operating, or other means are provided to prevent short circuiting of ventilation air in accordance with the manufacturer's recommendations (MN Rule 1322.R403.5.9). 11. A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of the permanently installed lighting fixtures shall contain only high efficacy lamps (MN Rule 1322.R404.1) Mechanical Code Items: 1. The air removed by every mechanical exhaust system shall be discharged outdoors at a point where it will not cause a nuisance and not less than the distances specified in this code Section 501.3.1. The air shall be discharged to a location from which it cannot again be readily drawn in by a ventilating system. Air shall not be exhausted into an attic or crawl space and the exhaust system shall be equipped with a backdraft damper at the point of discharge. (MN Rule 1346.0501.3) 2. The termination points of exhaust outlets and ducts discharging to the outdoors shall be located with the following minimum distances: (MN Rule 1346.0501.3.1) i. For all environmental air exhaust: 3 feet from property lines; 3 feet from operable openings into buildings, and 10 feet from mechanical air intakes. ii. Dryer exhaust ducts for clothes dryers shall terminate on the outside of the building and shall be equipped with a backdraft damper. Screens shall not be installed at the duct termination. Ducts shall not be connected or installed with sheet metal screws or other fasteners that obstruct the exhaust flow [screws that penetrate greater than 1/8" (MMC 504.8.2)]. Clothes dryer exhaust ducts shall not be connected to a vent connector, vent or chimney. Clothes dryer exhaust ducts shall not extend into or through ducts or plenums. (MN Rule 1346.0504.4) iii. Sub slab soil exhaust system ducts shall extend through the roof and terminate at least 6 inches above the roof and at least 10 feet from any operable openings or air intake. (MN Rule 1346.0512.4) 3. When both makeup air and combustion air openings are required, they shall be provided through separate openings to the outdoors. (MN Rule 1346.0501.4.2.5) 4. The passageway of dryer exhaust duct terminals shall be undiminished in size and shall provide an open area of not less than 12-1/2 sq in.. (MN Rule 1346.0 504.4.1) 5. Exhaust hood systems capable of exhausting in excess of 400 cfm shall be provided with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system (MN Rule 1346.0505.4). 6. Ducts shall be supported in accordance with SMACNA HVAC Duct Construction Standards Metal and Flexible. Flexible and other factory -made ducts shall be supported in accordance with the manufacturer's instructions (MN Rule 1346.0603.10). 7. Spray polyurethane foam without additional ignition barrier or thermal barrier protection shall be permitted as a duct covering where duct construction in compliance with Table 603.4 is installed in a floor assembly over an unconditioned space, provided the spray polyurethane foam meets all of the following requirements of MN Rule 1346.0604.3. 2059 DICKSON AVE Page 8 ING PARK MN Fuel Gas Code: City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 1. Each above ground portion of a gas piping system other than corrugated stainless steel tubing (CSST) that is likely to become energized shall be electrically continuous and bonded to an effective ground -fault current path. Gas piping other than CSST shall be considered to be bonded where it is connected to an appliance that is connected to the equipment grounding conductor of the circuit that supplies that appliance (MN Rule 1346.5310.1). 2. Corrugated stainless steel tubing (CSST) that is not listed with an arc -resistant jacket or coating system in accordance with ANSI LC 1/CSA 6.26. CSST gas piping systems and piping systems containing one or more segments of CSST shall be electrically continuous and bonded to the electrical service grounding electrode system or, where provided, the lightning protection grounding electrode system (MN Rule 1346.5310.2). 3. The bonding jumper shall connect to a metallic pipe, pipe fitting or CSST fitting (MN Rule 1346.5310.2.2). 4. The bonding jumper shall not be smaller than 6 AWG copper wire or equivalent (MN Rule 1346.5310.2.3). 5. The length of the bonding jumper between the connection to a gas piping system and the connection to a grounding electrode system shall not exceed 75 feet Any additional grounding electrodes installed to meet this requirement shall be bonded to the electrical service grounding electrode system or, where provided, the lightning protection grounding electrode system (MN Rule 1346.5310.2.3). 6. Bonding connections shall be in accordance with NFPA 70-17 (MN Rule 1346.5310.2.4). 7. Devices used for making the bonding connections shall be listed for the application in accordance with UL 467 (MN Rule 1346.5310.2.5). 8. This section applies to corrugated stainless -steel tubing (CSST) that is listed with an arc -resistant jacket or coating system in accordance with ANSI LC 1/CSA 6.26. The CSST shall be electrically continuous and bonded to an effective ground fault current path. Where any CSST component of a piping system does not have an arc -resistant jacket or coating system, the bonding requirements of Section 310.2 shall apply. Arc -resistant -jacketed CSST shall be considered to be bonded where it is connected to an appliance that is connected to the appliance grounding conductor of the circuit that supplies that appliance (MN Rule 1346.5310.3). 9. Where in contact with or passing through concrete or other abrasive material, metallic piping and fittings coated with a corrosion -resistant material, sleeve, or casing shall be used. Steel pipe exposed in exterior locations shall be galvanized or coated with approved corrosion -resistant material. (MN Rule 1346.5403.8) 10. Prior to acceptance and initial operation, all piping installations shall be visually inspected and pressure tested to determine that the materials, design, fabrication and installation practices comply with the requirements of this code. (MN Rule 1346.5406.1) i. Test pressure. The test pressure to be used shall be no less than 25 psig irrespective of design pressure. (MN Rule 1346.5406.4.1) ii. Test Duration. Test duration shall be not less than 10 minutes. (MN Rule 1346.5406.4.2) iii. Test gauges. Tests which utilize dial gauges shall be performed with gauges of 2 psi incrementation or less and shall have a pressure range not greater than twice the test pressure applied. The test pressure shall be within the middle 50 percent of the test gauge pressure range. (MN Rule 1346.5406.4.3) 11. Piping systems shall be provided with an approved main shutoff valve before the first branch line. The main shutoff valve shall be installed in the first available location inside the building 5 feet or less above the floor that provides ready access and shall have a permanently attached handle. (MN Rule 1346.5409.1.4) 12. Piping shall be supported at intervals not exceeding the spacing specified in Table 415.1. Spacing of supports for CSST shall be in accordance with the CSST manufacturer's instructions (MN Rule 1346.5415.1). 13. Gas piping shall be subjected to a leak test. A manometer @ 5" water column or other approved test shall be performed prior to putting the system into service. The test shall include all appliance valves. (MN Rules 2059 DICKSON AVE Page 9 ING PARK .Minnetonka 1346.5406.6.3) Plumbing Code Items:- City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 1 . Water closets and bidets shall not be set closer than 15 inches from its center to a side wall or obstruction. The clear space in front of a water closet, lavatory, or bidet shall be not less than 24 inches. (MN Rule 4714.402.5) i. Exception: a. The installation of paper dispensers or accessibility grab bars shall not be considered obstructions. 2. Water closets shall have an average consumption not to exceed 1.6 gallons of water per flush. (MN Rule 4714.411.2) 3. Shower heads shall have a maximum flow rate of not more than 2.5 gpm at 80 psi. (MN Rule 4714.408.2) 4. Shower and tub -shower controls shall be of the pressure balance, thermostatic, or combination pressure balance/thermostatic mixing type that provides scald and thermal shock protection in accordance with ASSE 1016 or ASME A112.18.1/CSA B125.1. Handle valves shall be adjusted to deliver a maximum mixed water temperature of 1207. (MN Rule 4714.408.3) 5. A temperature limiting device shall be provided on bathtubs and whirlpool tubs to limit the filler temperature to no more than 120°F. (MN Rule 4714.409.4) 6. Prior to acceptance and initial operation, all piping installations shall be visually inspected, and pressure tested, to determine that the materials, design, fabrication and installation practices comply with the requirements of this code. i. Drain/Waste/Vent: a. Must hold a uniform 5# psi for 15 minutes. (MN Rule 4714. 712.3) b. Gauge increments to be. 1 psi or less (MN Rule 4714. 318.2 ) ii. Water Lines: a. Minimum 50# psi for 15 Minutes (MN Rule 4714. 609.4) b. Per Pex manufacturers specifications (MN Rule 4714. 609.4) 2059 DICKSON AVE Page 10 ING PARK :11innetnnf-a Project Name: City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 Date: 07/07/2026 Approval Status: Resubmittal Required Jurisdiction: City of Spring Park Construction Type: ID: 26SP-00039 Applicant Name: MACKLYN HOMES - DAVE Applicant Phone: (612) 581-6437 Applicant Email: dave.mcnutt@yahoo.com Jobsite: 2059 DICKSON AVE Code: 2020 1309, Minnesota Residential Code Reviewed: Building The plans and specifications, for the project named above, have been reviewed for substantial compliance with the current Minnesota State Building Code. This review is limited to the submitted scope of work; is based upon the supposition that the data on which the design is based are correct and that the necessary legal authority has been obtained to construct the project. Although every attempt has been made to identify code issues or concerns for proper and necessary change, the project designer(s), the building contractor(s) and the property owner(s) are ultimately responsible for providing complete code compliance and maintaining minimum construction standards for the safeguarding of life or limb, health, public welfare and property while constructing this project. The following items are related to the submitted plans/scope of work and are found to be either noncompliant with the Minnesota State Building Code or additional information is needed. Please respond by letter of verification and/or revised plans or addenda identifying corrections have been made. All comments shall be resolved before the building permit can be issued. If you have any questions or concerns regarding this plan review, please contact me via telephone at (952) 442-7520 or email at codereview@mnspect.com. Derrick Wyman Plans Examiner dwyman@safebuilt.com 2059 DICKSON AVE Page 1 'r— I City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 PART( Fax (952) 471-9160 Plan Specific Items: Building: Resubmittal Required - Derrick Wyman, dwyman@safebuilt.com Wall Bracing Review- Please reference attached document "Reviewed Wall Bracing with notes 1. Main Level i. Missing BWL a. Front door wall is not attributed to a braced wall line. 1. Please revise BWL location b. 2'8" wall adjacent to front door is not attributed to a braced wall line. 1. Please revise BWL location ii. BWL 1-B a. This braced wall line must be on the exterior wall. Braced wall lines can not be moved into the interior to decrease braced wall spacing. 1. Please revise BWL location b. Braced Wall Line 1-B requires 7.48 feet of bracing. 6.75' has bee proposed. Changing both panels to PFH will satisfy minimum bracing requirements. 1. Please revise plan to include minimum required amount of bracing. iii. BWL 1-H a. Braced wall lines can not be moved into the interior to decrease braced wall spacing. 1. Please revise BWL location b. Braced Wall Line 1-H requires 14.28 ft of bracing. Currently, less than 9' is proposed. A wall section at least 24" would qualify for a PFH Panel and would give you 4' credit towards wall bracing. CS-PF panels must be at least 18" long. 1. Please revise plan to include minimum required amount of bracing. iv. BWL 1-D a. 9.69 ft of wall bracing is required and only 7.67 ft is proposed. Adding the remaining 27' of wall to the proposed 48" CS-WSP panel would satisfy the minimum bracing requirement. 1. Please revise plan to include minimum required amount of bracing. v. BWL 1-C a. This braced wall line must be on the exterior wall. 1. Please revise BWL location vi. BWL 1-G a. This braced wall line should be merged with BWL 1-F and be positioned to pickup the entire front elevation of the home. 2059 DICKSON AVE Page 2 'r— I City of Spring Park 4349 Warren Ave Spring Park, MN 55384 V� Phone (952) 471-9051 PARK Fax (952) 471-9160 1. Please revise BWL location b. A continuously sheathed braced wall panel is required between the garage overhead doors per figure 602.10.6.4. 1. Please revise plan to include minimum required amount of bracing. vii. BWL 1-F a. This braced wall line should be eliminated. 1. Please revise BWL location viii. BWL 1-P a. This braced wall line should be eliminated by extending BWL 1-M to intersect with BWL 1-H. 1. Please revise BWL location ix. BWL 1-M a. This braced wall line should be moved to line up with the common wall between the garage and the home. 1. Please revise BWL location x. BWL 1-N a. This braced wall line should be moved to align with the exterior wall of the office, or the exterior wall of the M. Bedroom. 1. Please revise BWL location Previous Comments: Plan Review 1. Wall Bracing i. BWL 1B a. Braced wall lines must end at an intersection of an exterior wall or a perpendicular braced wall line per 602.10.1.1. 1. Please revise BLW 1 B to have compliant termination points. ii. BWL 1C a. BWL 1 C is shown extending to BWL 1 N. There is no compliant panel within 10' of the right end of BWL 1 C. No end condition has been met on the right end of BWL 1 C. 1. Please revise plan to show an end condition and a compliant panel within 10' of the right end of BWL 1C. b. BWL 1C requires 14.42 ft of bracing and currently 9.83 ft has been proposed. 2059 DICKSON AVE Page 3 PARK 0117 iii. BWL 1G City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 1. Please revise plan to include the additional 4.59' of required wall bracing in BWL 1C. a. CS-PF requires a compliant continuously sheathed braced wall panel on the opposite side of the opening. The currently proposed configuration would require a compliant continuously sheathed panel in between the overhead garage doors. 1. Please revise plans to show a compliant continuously sheathed braced wall panel between the garage overhead doors. b. BWL 1 G requires 10.42' of wall bracing and currently 7.67' has been proposed. 1. Please revise plans to include the additional 2.75' of required wall bracing in BWL 1 G. iv. Missing bracing a. In the dinette where windows are located, the exterior walls are not assigned to a braced wall line. 1. Please revise plan to attribute all exterior walls to a braced wall line. Previous Comments: Plan Review 1. Wall Bracing i. Simplified All Bracing (602.12) was proposed. When using Simplified Wall Bracing, the bracing required for each building shall be determined by circumscribing a rectangle around the entire building on each floor as shown in Figure R602.12.1. The rectangle shall surround all enclosed offsets and projections such as sun - rooms and attached garages. The rectangle shall not have a side greater than 60 feet. ii. This structure does not qualify for simplified wall bracing per 602.12. iii. Please revise plan to include a compliant wall bracing plan per 602.10 of the 2020 MN Residential Code. a. Wall Bracing Plan should include a floor plan for each level indicating: 1. the location of each Braced Wall Line per (602.10.1), 2. locations (per 602.10.2), methods (per 602.10.4), and lengths (per 602.10.3) of each Braced Wall Panel along each Braced Wall Line 3. end conditions per 602.10.7. Previous Comments: Plan Review 1. Wall Bracing 2059 DICKSON AVE Page 4 PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 i. Simplified All Bracing (602.12) was proposed. When using Simplified Wall Bracing, the bracing required for each building shall be determined by circumscribing a rectangle around the entire building on each floor as shown in Figure R602.12.1. The rectangle shall surround all enclosed offsets and projections such as sun - rooms and attached garages. The rectangle shall not have a side greater than 60 feet. ii. This structure does not qualify for simplified wall bracing per 602.12. iii. Please revise plan to include a compliant wall bracing plan per 602.10 of the 2020 MN Residential Code. a. Wall Bracing Plan should include a floor plan for each level indicating: 1. the location of each Braced Wall Line per (602.10.1), 2. locations (per 602.10.2), methods (per 602.10.4), and lengths (per 602.10.3) of each Braced Wall Panel along each Braced Wall Line 3. end conditions per 602.10.7. 2. Tall Wall Engineering Engineering must be performed by an engineer licensed in Minnesota. Currently, the submitted plans for the tall wall are not stamped or drawn by an engineer licensed in Minnesota. ii. Please submit plans stamped and approved by an engineer currently in Minnesota. Previous Comments: Plan Review 1. Wall Bracing i. Simplified All Bracing (602.12) was proposed. When using Simplified Wall Bracing, the bracing required for each building shall be determined by circumscribing a rectangle around the entire building on each floor as shown in Figure R602.12.1. The rectangle shall surround all enclosed offsets and projections such as sun - rooms and attached garages. The rectangle shall not have a side greater than 60 feet. ii. This structure does not qualify for simplified wall bracing per 602.12. iii. Please revise plan to include a compliant wall bracing plan per 602.10 of the 2020 MN Residential Code. a. Wall Bracing Plan should include a floor plan for each level indicating: 1. the location of each Braced Wall Line per (602.10.1), 2. locations (per 602.10.2), methods (per 602.10.4), and lengths (per 602.10.3) of each Braced Wall Panel along each Braced Wall Line 3. end conditions per 602.10.7. 2. Tall Wall Engineering Engineering must be performed by an engineer licensed in Minnesota. Currently, the submitted plans for the tall wall are not stamped or drawn by an engineer licensed in Minnesota. ii. Please submit plans stamped and approved by an engineer currently in Minnesota. 2059 DICKSON AVE Page 5 ING PARK Energy Review 1. HVAC Load Calculations City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 i. The submitted HVAC Load Calcs were not a Manual J and intended for general load estimates only, and were labeled as such. a. Please submit HVAC Load Calculations (Manual J) for review. b. HVAC load calculations MUST be performed on an ACCA certified software. The changes or information requested above can be made on, or added to the plan, which can be resubmitted to: infomnCcbsafebuilt.com. Be sure to include the site address and permit number in the address field. 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I, 1 itlf� g — !(tj, e 8 iI. :�ssb ' T $o� -1 ii �I o N It Itj z z: � ma m el F r Y i 4 � z ap —=- - --=4 = 9F� rc § § % w iI It f� •�] �m�)t;•2.� {� �--- � 4 § � � � .........;§;§;; !- | ............... ,.. � _. f! _.__.._.___..._ !| ) /� /.............. �---------- �|. (� .............. |\ �� .............. �!�ƒ] #jR/| ! CBill; hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I am a duly licensed Pro- lessional Enrinoer under the laws of the tSSS d Mmn�_r CORY PL R DATE REG. NO. 48818 Macklyn Homes: 2026-01 Bracing Method: CS-WSP / PF Exposure Category: B Plans dated 06.25.26 7-9-26 Exp.6-30-28 Plans comply with the MN 2020 Residential Building Code Plans DO NOT comply with the 2020 MN Residential Code *engineering was required. Circumscribed # panels # panels total LF total LF Rectangle Side ID: req'd provided reg'd provided 1-F main 2 3 11.5 11.6 1-D main 2 2 6.5 8.0 1-B main 2 3 6.5 6.5 1-G main 2 3 5.9 6.9 1-C main 2 3 5.9 10.0 1-H main 2 2 3.5 4.7 1-R main 2 3 6.5 12.0 1-N main 2 4 9.0 13.8 1-M main 2 3 9.0 11.5 1-P main 1 1 4.0 4.0 1-L main 2 3 5.9 12.0 1-F upper 2 4 6.0 12.8 1-B upper 2 4 6.0 12.9 1-13 upper 2 4 6.0 16.0 1-L upper 2 4 6.0 16.0 WALL FRAMING FASTENER: SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL (2) Hid at 16"o c TOP OR SOLE PLATE TO STUD, END NAIL (2) 16d STUD TO SOLE PLATE, TOENAIL (4) Ed or (3) 16d DOUBLED STUDS, FACE NAIL l6d at 24"o c DOUBLED TOP PLATES, FACE NAIL 16d at 16"o.c. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL (2) Hid CONTINUOUS HEADER, TWO PIECES Hid at 16"o c. along each edge CONTINUOUS HEADER TO STUD, TOE NAB. (4) Ed 1" CORNER BRACE TO EACH STUD AND PLATE, FACE NAIL (2) Ed or 2 staples, [%" BUILT-UP CORNER STUDS 16d at 30"o.c., 16d at 24"o.c. WALL PANEL FASTENER: 7/16" WOOD STRUCTURAL PANEL SHEATHING 6d common or Ed bun nod Edges:6"o c, Intermediale/Fie1d: 12"o c FLOOR FRAMING, JOIST TO SILL OR GIRDER, TOE NAIL (3) Ed or (2) 16d BAND OR RIM JOIST TO JOIST, END NAIL (3) 16d BAND OR RIM JOIST TO SILL OR TOP PLATE (2) 16d at 16" o e ROOF / CEILING FRAMING, CEILING JOISTS TO PLATE, TOE NAIL Hid at 16"o c CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL (2)16d RAFTER TO PLATE, TOENAIL (3) Ed or (2) Hid max Grafter span, engineered cannenor for longer (I a Simpson H-3) -AIR nails are smooth -common, box or deformed shank except where otherwise slated_ -Nail is a geoeml deserip0on and may be T-head, modified round head or round head -Staple arc 16-gauge wire, unless otherwise noted, and have a minimum 7/16" o.d. crown width. L 24' ' 0' BRACED WALL PANEL TYPE: I� nIBRACED WALL PANEL DETAILS TYPICAL AS PART OF A CONTINUOUSLY SHEATHED WALL NOT TO SCALE CON t INVIUyLY SHEAF HED B::da:ED 1YALL PANEL MEETI`JG':�i`JILP.1 LENGfH HEOUIW--'%S JTS OF TABLE RC•LZ10.5 • _X.1 EN OF HEAMWAITH OC+JL'LE PIWITI FRAt,J1iS 111I0 BRAC=O 11A' P"ll. ex T=N f OF HEAUER'hTIH SINGLE r'"ORiAL. I`wAAIE 0-1- 2RACEO WALL PAhtiLI 2'• 187 FIMSHED YAC'TH OF CPEhTIG I I' _ FOR SINGLE= OR DOUBLE POWAL TEt;Sk?ti' STHAY PER ----!1�' TABLE 6Q2.1 Qk.3 \PALL ION OPPOSfTE SIC•c HEm4f SHEATHING) BRACED WALLIL -t11 �:' M1ET HEADER STEEL HEADER F'?OHIB17ED CONI INUOUSLY SHEhTHEGACER f*::, IS USED, PLACE ON 13ACKtiDE OF F=J.C�RTVK PAN-=LS SHEATHING TO HEADER WI-H ED GAL'JAN72ED L'DX R NzEDED, PAMELAS'EN SPLICE EDGES SHALLPAT CUTJI.'ON OR NAILSIN 3-GFUD U'i�RAh7 6E TUM A5 SHOY!14}OGL1R NAILED TO 5Ta7AF%K TAB 5LOCKTVG IY11HT`J THEHEAUEHTOJACK•STUJ 10.6 t 6`J BOTH S-OES a OPENING �F•'OSITE 5-CIE Ot SHEA1Fil'JG �alUCt= 2s-OF THERE02. �'DRTAL• LEG HEIGHT. G H fir+ O • "• ONE RD\?' O.G. NAILING IS F-OII`JRED i. •/. ,« •w ;�J' N EACH PANEL EDGE. �i •� MIN_DOU61LE 2-W- FRA%TING COVERED 4YITH FAIL �� .. `e w � •• •.•. YI'1HIt"i{'•��000 ST HL�cTv.�Jtt PAh-L SFr:ATY'f`JG v 1 PICIIL POR'AL .,a a\.r •w o rr. N \5'IC. FTD A-L F DN CY2 C-0,ST:A7ils_EO 56:1 t;A7C5 AT Ff+ht!E CONS f'r.UGI lON w ,r TO.C_ItJ r1LL FFWri`JG?57VU5, 'v OCKING. A'JD SILLSF f"!P. ?IN. C4U2LE 2r i ='US i d . LENGTH 0= PANS PE1? 1A3E H?i<]2'G� KING AND JALK S i UD { I S i LUS F'EF. TALUS .(7)11-UTAVJ TER A!4t!`• RBOLTSTALLED E0,0, PEKSECTION R"-03.Mi'AllH'hII&-ww='AAS HEFT;�i e o G o v o p o o p o• a o a p i vQ V 7d vO � OVER CONCRETE OR MIASONRY BLOCK FOUNDATION AMCMOp BOLIS PER SECTION RAC3.I G =..IST EN KINS ST LID7D HEAUEK'h1TH 6 1 GU SIhf EFYS' HFJIOER'h71 H TY/O ROW5 O.'-- LED S, JK.EH NAL-S AT 3- O.C_ F'r P. RIIN. ,W W OOD ST.OLICTURIL PANEL SHEAT HT`JG (2) F�RN:.nJG AfiCHOFT5 APP UED ACIEZOSS+Aj WOOD ST F11ICTURAL PM_L WUL SOLE PLATE �FJEAiHING JOINT YJI T SHEATHING TO TCJ' OF EANo TOJOISTPERGAPAC7 TY Lr E7G LES NA)L'- tOTy`. HIN JOIST TABLE RGG23 1 THE FQRI.O ALANU PLT[_ IDJOISTI) RM TALE 'J�1J.11CAL GitEGTTDV9REQ23(1) WDOO STRUCT UF�AL PANEL SHEATHING CTIER A'-t-R0v �-. 71 SANT] OR KIM X.TI� OR kl•A JOIST OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION ?Yn=x :OR1AL sW--AtF4nG DUES.NOT LAP O•r k 6AND OR RIM JCa51I %VDCC STRUCTURAL PMEL �I t' rw NAIL SOLE PLATE r'J fl' w• SHEATHING TU [Oa OF bAr+'J •O JMST PER A7TAGH SHEATHING TO 0 CYti HIP.' JOIST TABLE KC122BAND311J BD OR RIM JOIST Vil T '�)-!" - 3D COMMON NAILSAT 3 U.C. TOP ANO BUT 1011 111006 STKUCtlJRAL PANEL SHEATHING (WLS AFPRMID Rk'JD OR RIM J71S OVER RAISED WOOD FLOOR - OVERLAP OPTION (YfF�HE FDRIAL SF-.-4TF3`JG LAPS OVER BAND OR KT',1 6DA-Cl) FRONT ELEVATION TYPE: 2�- _ 51RACED WALL P. FRAME DETAILS TYPICAL AS PART OF A CONTINUOUSLY SHEATHED IUALL NOT TO SCALE SECTION NAIL SC-E PLATE TO JOIST PER TAP-E REQ2_Y. I ) A : ROPED Blt'gU OR RIM JOIST MI 0 ON, lot Elam Ujl •Will V1 6 ^ w /Dr ` a a jjz -� O N�7�• � r � J 10 a ��aa3 cT O L m � A-14 lo3 I ' � 2 Qe c Fii =y ; O uj cr m y 9D ob e ? JM oz Z J u Q W 1 € Z Q �3 W 6 d i x� a� U� ae 7� -R Ills a5V1a Uft[s�� DpS a4 :.fir e£ i.T �Sr n331 3� rtf4 L-iij 7_ > is i Z > r �► � F o ..------- ... .. Jy 4 4 f� MN i a Phone: 952-442-7520 LLc Fax: 952-442-7521 V V4;;11 Fr?- ;:1 Email: info@mnspect.com J RESIDENTIAL NEW HOME CONSTRUCTION ➢ Each address requires a separate permit. ➢ All materials and the installation of all materials must comply with the Minnesota State Building Code and the manufacturers' installation specifications for each product. SUBMISSION CHECKLIST (Incomplete applications will not be forwarded to the Building Inspections Department for plan review.) 0 Completed and signed Building Permit Application, Plumbing Permit Application and Mechanical Permit Application (include all License/Bond Numbers, as well as contact phone numbers and email addresses). 0 One digital/electronic set of all below listed items (plans and paperwork) 0 Structural building plans (floor plans and elevations) El Site plan illustrating building dimensions, lot lines and setbacks 0 Plan indicating braced wall line locations, panel locations, panel widths, and panel methods for each floor. ID Roof/floor truss plan/layout 0 Residential New Home Construction Checklist (this form) completed and signed. 2 New Construction Energy Code Compliance Certificate El Worksheet E-1 ("Residential Combustion Air Calculation Method") EI Table 501.4.1 form ("Procedure to Determine Makeup Air Quantity for Exhaust Appliances") HVAC Load Calculations ❑ Certificate of Grading (if applicable) Note: Additional information may be required by the plans examiner. ➢ Check all items below that will be included in the construction of the home. NOTE: All items checked below may need to be installed and completed before a Certificate of Occupancy can be issued. If any of the items are not checked, but are added to the plan after the building permit has been issued, an additional permit will be required. ❑ Finished Basement ❑ Deck ❑ 3-Season Porch 0 Gas Fireplace - Quantity: 1 ❑ Masonry/Wood Fireplace - Quantity: ❑ In -Floor Heat — Wirsbo ❑ Geothermal System ❑ Other: ❑ Retaining Wall - maximum height = (retaining walls are measured from the bottom of the footing to the top of the wall) ❑ Septic System — Please check that you have contacted the Municipality Septic Inspector — Building permit CANNOT be issued until septic approval is received. David McNutt 5/28/2026 Applicant's Name Date Residential New Home Construction Handout Page 1 of 8 Copyright @ MNSPECT 2020, Rev. May 2023 New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical Date Certificate Posted distribution panel. Mailing Address of the Dwelling or Dwelling Unit Municipality 2059 Dickson Ave Spring Park Name of Residential Contractor MN License Number Mackl n Homes BC735422 N■L•,NG YOY OOY THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply X Passive (No Fan) Active (With fan and monometer or other y n y system monitoring device) F N � T (or future location) of Fan: on 3 v CoLocation n Q o co m CO a)C a `y "O C Insulation Location > O p zo N ccU) ' O ci a)2 d O ILLx w U N o N o o rn a rn n E o E o H z ii ii u- w W Other Please Describe Here Below Entire Slab R-10 X Foundation Wall R-10 X Perimeter of Slab on Grade X Rim Joist (1st Floor) X R-20 MINIMUM Rim Joist (2nd Floor+) X Wall R-21 X Ceiling, flat 1711 Ceiling, vaulted R-38 Bay Windows or cantilevered areas X Floors over unconditioned area X Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: ,3 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 5 R R-value fnr Rnnitc rnnm ductina MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System y X Not required per mech. code Fuel Type Natural Gas Natural Gas Electric � Passive Manufacturer Payne Rinnai Payne powered P Model 96VTAB48080B RX199ZM PA45AN536 Interlocked with exhaust device. Describe: Rating or Size Input in BTus: 80,000 Capacity in Gallons: tankless Output in Tons: 3 a Other, describe: Efficiency AFUE or HSPF% 97% SEER /EER 13.4 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 74,242 30,199 36,175 Cfm's " round duct OR " flex duct MECHANICAL VENTILATION SYSTEM " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type Combustion Air Select a Type Q Not required per mech. code Q Passive Heat Recover Ventilator (HRV) capacity in cfms: Low: High: Q Other, describe: Energy Recover Ventilator (ERV) capacity in cfms: Low: 30 High: 1 130 Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: 4 " round duct OR 5" Flex Total ventilation (intermittent + continuous) rate in cfms: " metal duct Builders Associaton of Minnesota version 101014 ew Construction Energy Code Compliance Certificate ' R401.3 Ce[tillate. A building cenlliple elralt oe pealed boor in the aleclrlcal Date Cartlncale Posted :Ibubon panel ailing Addre" of the Dwelling or Dwelling unit I nicipality Zo5q �r�usbs_"�E e.q' A_PA4I< _ N I-Ir--eRfte Number ACKI ?ypo: Check All That Apply Passive (No Fan) Active (With fen and monometerorother o m syafam monftor/ng device) H � a is m ao rD Location or future location of Fan: A m s m � t1 m Z Insulation Location 'A o rn Hero LL other Please Describe Slab - I X Wall k-t0 X Slab on Gracki riot-- t Floor)d Floor. Wall 2 i ft VVIndows or cenlikrvele0 atees Floors over unconditioned area k Describe other insulated eat Building envelope air tightness: t�:Duct system air tightness: Windows &Doors HeeUn or Cooling Ducta Otrtslde Conditioned Spawn ..� r......,.. v.. ......srHl.,..net r;rmra Avoca a U-Factor (eurJudes swIn s am one cow u: .,p.• •-,. �� -- - --- R -------- � Soar Heal Gam Coeffiaent (SHGC): O 0 value rays MECHANICAL SYSTEMS Make-up Air Select Typo Appliances Heah�tg System Dnmsstic Water Heatr. —� Cooling system Not re uvod per mach code tA,rn� NA -- 1 (Jc Passive FuelTyoe f Powered Manufacturer y� '� t AV As Interlocked withha exustdevtce. ❑ Describe: Model Il Ihput4n rV� BTi13:. �rbNl.! Capadty in GXlen►: j output _ In 7kT1K 3 iclr Other, doscribe: Rating or Size ,.UE a -: SEER kocatlon of duct or system: g SoF:1 IN:' as ' sffiderxar . jib uSS+/� Residential Load Hf�.lirtp Losa Heating Gain Cooling Load Oi 100 Clma Calculation • nwnddWOR "flex duct MECHANICAL VENTILATION SYSTEM mew du* Describe any additional or combined heating or cooiing systems It installed: 04 iWQ (<tm pa ei or or Coen Att Select a I— Not required per on Code source heat pump with gas back-up furnooe); Select Type Passive Heat Recover Vendlaror (HRV) capacity, to cfits: LOW. Hi h: Other, d-orilpe' Energy Recover Vemllator (ERV) Capacity In Cims: Lew: HI h: LoCallon of duct or system: 0alancod ventlation capacity in rims: Location of fan(s), describe I c • round dud Oft :j' Flex Caoadty continuous ventilation rats In rims Total ventilation (Intermittent+rantlnuous) rate in cfms, ' motel duct nee...; -A— ..f ! lin-d. varsinn 101014 B dine Loads To I Heating Required Including Ventilation Air: 74,242 Btuh 74.242 MBH Toll Sensible Gain: 30,199 Btuh 83 % Total Latent Gain: 5,976 Btuh 17 % Total Cooling Required Including Ventilation Air: 36,175 Btuh 3.01 Tons (Based On Sensible + Latent) Notes TABLE 501.4.1 nPTr.RMIMF MAKEUP AIR QUANTITY FOR EXHAUST APPLIANCES IN DWELLINGS ONE OR MULTIPLE POWER VENT OR ONE OR MULTIPLE FAN• ONE ATMOSPHERICALLY MULTIPLE APPLIANCES THAT ARE DIRECT VENT ASS�TED APPLIANCES VENT AND PO7 OR POWER YEN VENTED GAS OR OIL APPLIANCE OR ONE SOLID ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR NO COMBUSTION pIRWE APPLIANCES' FL APPLIANCE° UE APPLIANCES OR SOLID FUELAPPLIANCES' APPLIANCES' 1. Ilse rile Approprialc Column to liatimntc Home Infiltration I) pret'gilre(helUl•(Clill•il) (I.13 (LIP) 0.6 0.03 b) conditioned floor m>;a [A) ( including unfinished 3�t hasemen,i) Estimated I lome Inlihrntion Sy (efin):IIa, Ih] �. t8 hall Sl (-i11rIL'IIV n) clothesdryer O 135 I?5 135 135 b) 14f".n ol•lhe largest ecltausl rating (emit): IIIUI al)pllrablC If rlY'IILl11a1Lllp gytilelll or lrpatt'LTed 1uidscup all, t: elsxhsally interlocked and 1 nacho.1 to cahanst) e) Aw..b urllle 11cm larpesi Not cduluy ruing (cfnil: Applicable _-_ (not Lipp]icuble ifrecireulatillg system or ifpowercd makeup air in electrically interlocked and ,nalched to exhaust) Total Exhaust Capacity Win1: 75 Cy 12a - 2h - 2el --- 1. Make up Air Requirement td Total Exhaust Capacity syQ (I'rum abvice) _ ` _37375 - - - -- - -' b) L•sttnllned I louse I nt iU I anon I1)•nm alxx e ) - 259543 MlakeapAir Qu:unily(efnl): 13a-?bl A 44t a. (irtatue lS 11cp, liYC, ttO llnikturt air is needed) 4. For Makeup .Air Opening S11ing- refer l0 I'uble 501.42 a Use this a dItnvn un o{,ni.., ��,. .�.� ��.......•,..•.•.......�.�. ......... h. Use 011s eulunnl if them is lwe Ian-a+sisted a1ilunce per %ern n): a tcm. Oliver Ih:n, umui,pheri,rallr ,cured appli.u:ues niay also h. mduJc•J c. Ilse this eu!iuvm if p:cre i.+cme.ununpherieulh• uulnJ lather Ilan fnr:cv+W •dl lr-+ur .,,,it appliance per te,ninclwe solid fuel.vppli:wce. J. Llsc this a,hauu if Ihe:c •tee ulultip!e ntnm+plrcrtcalla ,ereaJ eat nr ail .vppliuure+ going .i n,awa,n vein 1rc if IF.— .. %I sYph.-catty unsd �4 rn ..it upph.n vs ansl z,lid fuel apPllalleed TABLE 501A.2 MAKEUP AIR OPENING SIZING TABLE FOR NEW AND EXISTING DWELLINGS ONE OR MULTIPLE POWERYENiOR ONE OR MULTIPLE FAN -ASSISTED ONE ATMOSPHERICALLY MULTIPLE APPLIANCESTHA7ARE pASSIVEMAKEUP DIRECT VENT APPLIANCES AND VENTED GAS OIL ATMOSPHERICALLY VENTED GAS OR OIL AIR OPENMG DUCT APPLIANCES OR NO COMBUSTION POWER VENTOR DIRECTVENT APPLIANCE ORR ONE APPLIANCES OR SOLID DIAMETER°' � APPLIANCES' APPLIANCES' SOLID FUEL APPLIANCE' FUEL APPLIANCES' Ty7x:uropeningorsystem (cfn) (cfin) (clinl (cfnt) (incht:'l Passive Opening 1-?6 1-22 1-15 1.9 3 Passilt Opening 37-66 2)-41 4,-29 10-17 4 Pami,•c Opening 67-109 42-61 29-46 18.29 41asNiaeOilming 1111-161 67-1011 47-6y 2U-42 6 Pai�si,cOpcmng 164-232 1U1-143 70-99 43-61 . Passile Opening 233-317 144-195 100.135 62-83 1S Pumi,r Opc-ring m ith 31 M-419 1911-25% 13(,-179 s4-I I1) 9 %lotomcd Dumper Pa+•si%TOpening with 4`0 5uI 251>-337 I90-230 111-142 IU Motorized Damper Parsile()fxning„ilh 5.10.09 333-111) 231-290 143-179 11 Awk riml Dimp v PU0.'CfeLl Makalp Atilt.��67'l T41N '_11U -•I'9 Not Applictble a. Use Ihu column If there are olhcl than Ion asSl.led or mmuspnenenll) ,enlea gag of on appnanees or a mere arc na ce�m.a,.,.•„ sn��'.^._>. It U,e the, colunm lfalcle none ran nsstsled appimiee Per,ealm,- sysmnl. tllhYthan alsobe ateludW. e. 11+6 I1,.+ttdumn irtherc- i., one mmn.Plreri.atlpvented toater Ihaa lau�s s;ardl f^ar in ail :,pplraucl• per.r..linp sys!em u. one suhd Gm: apphame d. U,e IhG cWtumn it lln," are rill-110e a4nn.pheiically . a:eJ ga+ nr ail applances ,c+,ag a cwnuun, ,ant m it there all, uIi m pIu ic%dI ,aulcal pus ur it appliances and aoliJ iva:q,pli:n:re151 c. An ryui, alga lenpth of 101) C20 aY r mod >mowh ntetai duct Is aisum zil. Subauct 40 rcet fin the este0or hued and ten tiLm for each 40 degrce .Ibo% to de0.mrine the rcm:uninr_ length of m.ighf duet nllmcahle. f If ilecihle,lurt is used. Inam n,c the duct dlatim..cr b). one inch plc-xihk-Jtml sh,dl h: simwhrd n ilh minimal nar' It UmrnrlN it Jnmpcn aw prnhihilcd in pnssitc olikeup a:r openings svilm any alma.+pheri nlly arnted appliance- I+mc„iI:.J h Powerd makeup uu• shall In cicrtrlealtr inwrlaeked ulth the stem. Residential New Home Construction Handout Page 8 of 8 Copyright SAFEbuilt 2020 APPENDIX E WORKSHEET E-1 (Fuel Gas Code) IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, andlor Water Heater in the Same Space) Step 1: Complete vented combution appliace information. Furnace/Boiler. _ Draft Hood _ Fan Assisted Direct Vent Input:0 tulhr (Not fan Assisted) & Power en Water Healer: _ Draft Hood Fan Assisted _ Direct Vent Input 40.000 Btulhr ( Not fan Assisted & Power Vent Stcp 2 Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances The CAS includes all spaces connected to one another by code compliant openings. CAS volume:' qg ft' 414 Step 3: Determine air Changes per Hour (ACH)' Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a Standard Method). Step 4 Determine Required Volume for Combustion Air. 4a. Standard Method Total Btulhr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input- Btulhr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: IS If CAS Volume (from Step 2) is grealar than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less dmTRV then go to STEP 5. 4b, Known Air Infiltration Rate (KAIR) Method Total Btulhr input of all fan -assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btulhr 40,000 Use Fart -Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: 3000 ft� Total Btulhr input of all non -fan -assisted appliances Input: 0 Btulhr Use Non -Fan -Assisted Appliances column in Table E-1 to rind Required Volume Non -Fan -Assisted (RVNFA) RVNFA: 0 ff Total Required Volume (TRV) = RVFA +RVNFA TRV = + = 300in, ff' If CAS Volume (from Step 2) is greaWrManTRV then no outdoor openings are needed. If CAS Volume from Ste 2 is less dtanTRV then ao to STEP 5. Step 3 Calculate the ratio of available interior volume to the total required volume. 414 / 3,000 = .138 Ratio = CAS Volume (from Ste 2) divided b TRV from Step 49 or Step 4b) Ratio Step t3 Calculate Reduction Factor (RF). RF = 1 nuns Ratio RF = 1 - = 1 c�� 1 - 138 = .862 Step 1: Calculate single outdoor opening as If all combustion air Is from outs:de. r Total Btulhr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input. O O Btulhr Combustion Air Opening Area (CAOA); Total Btulhr dividedby 3000 Btulhr per in, CAOA =yam i3000 Blufhr per int =) inz Step a Calculate Minimum CAOA. Minimum CAOA = CAOA frxdtipliod by RF Atinimum CAOA = f;3 z .2g—ff = i L in-2 Stopla Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 rnuloplied by dv squam. rootonMinimum CAOA CAOD -1.13 x \Minimum A A = in 'if desired. ACH can be determined using ASHRAE calculatlon of blower boor lest. FolloW pro;4(m lit $wllan 304. Hilliard Heating & Cooling HVAC Load Calculations for 2059 Dickson Ave Prepared By: Friday, June 5, 2026 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Auer Steel (Plymouth) Plymouth, MN 55441 r Project Report General Project Information_ Project Title: Project Date: Client Name: D_Q iign_pta Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Hilliard Heating & Cooling Friday, June 5, 2026 2059 Dickson Ave Outdoor Dry Bulb Winter: -15 Summer: 88 Check Figures s Elite Software Development, Inc. Hilliard Heatinq & Coolinq Page 2 Minneapolis/St. Paul AP, Minnesota Front door faces East Medium 44 Degrees 834 ft. 0.970 Outdoor Outdoor Indoor Indoor Grains Wet Bulb Rel.Hum Rel.Hum D[y Bulb Difference -15 n/a n/a 72 n/a 71 44% 50% 72 30 Total Building Supply CFM: 1,291 Square ft. of Room Area: 3,599 Volume (ft'): 30,464 LBuiiding Loads Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: CFM Per Square ft.: 0.359 Square ft. Per Ton: 1,194 74,242 Btuh 74.242 MBH 30,199 Btuh 83 % 5,976 Btuh 17 % 36,175 Btuh 3.01 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Hilliard Heating & Cooling - 2059 Dickson Ave.rh9 Friday, June 5, 2026, 12:24 PM Rhvac - Residential & Light Commercial HVAC Loads Auer Steel (Plymouth) 5441 s Elite Software Development, Inc. Hilliard Heatinq & Coolinq Miscellaneous Report System 1 House Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -15 100% n/a 72 n/a Summer: 88 71 44% 50% 72 29.99 Duct Sizing Inputs Calculate: Main Trunk Yes Use Schedule: Yes Roughness Factor: 0.00300 Pressure Drop: 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min Maximum Velocity: 900 ft./min Minimum Height: 0 in. Maximum Height: 0 in. Outside Air Data Winter Infiltration Specified: 0.370 AC/hr 188 CFM Infiltration Actual: 0.370 AC/hr Above Grade Volume: X 30,464 Cu.ft. 11,272 X 0.0167 Cu.ft./hr Total Building Infiltration: 188 CFM Total Building Ventilation: 155 CFM Runouts Yes Yes 0.01000 0.1000 in.wg./100 ft. 0 ft./min 750 ft./min 0 in. 0 in. Summer 0.190 AC/hr 96 CFM 0.190 AC/hr X 30,464 Cu.ft. 5,788 Cu.ft./hr X0,0167 96 CFM 155 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 17.08 = (1.10 X 0.970 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 19.79 = (0.68 X 0.970 X 29.99 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr (188 CFM), Construction: Average Summer Infiltration Specified: 0.190 AC/hr (96 CFM), Construction: Average C:\ ...\Hilliard Heating & Cooling - 2059 Dickson Ave.rh9 Friday, June 5, 2026, 12:24 PM CA ...\Hilliard Heating & Cooling - 2059 Dickson Ave.rh9 Friday, June 5, 2026, 12:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) I Plvt,�outh. MN 55441 Hilliard Heatinq & Coolinq Page 5 Duct Size Preview Room or Source Minimu Maxim u Rough Desig SIP Du Ductl Htg Clg Act. I Duct Duct Name Veloci Veloci Facto U10 Loss Veloci Len tNN Flow —.9Ize Svstem 1 Supply Runouts Zone 1 1-Main Level Built -In 0 750 0.01 0.1 392.8 410M 630 6- 2-Upper Level Built -In 0 750 0.01 0.1 480.9 391 M 661 7— Other Ducts in System 1 Supply Main Trunk Built -In 0 900 0.003 0.1 860.5 801 M 1.291 12.1 Summary Svstem 1 Heatina Flow: 801 Coolinq Flow: 1291 it CA ...\Hilliard Heating & Cooling - 2059 Dickson Ave.rh9 Friday, June 5, 2026, 12:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Hilliard Heatinq & Coolinq Plymouth. MN 55441 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description - - Quan_ Los_S__ _Gain Ga(n Gain Anderson 400: Glazing -Anderson 400, U-value 0.3, 203.7 5,316 0 6,6,307 SHGC 0.28 Anderson 400: Glazing -Anderson 400, U-value 0.32 29.2 813 0 914 914 SHGC 0.28 Anderson 400: Glazing -Anderson 400, U-value 0.3, 178.7 4,666 SHGC 0.31 Anderson 400: Glazing -Anderson 400, U-value 0.3, 64 1,670 SHGC 0.24 Anderson 400: Glazing -Anderson 400, U-value 0.28, 10 244 SHGC 0.32 Anderson 400: Glazing -Anderson 400, U-value 0.29, 10 252 SHGC 0.32 Anderson 400: Glazing -Anderson 400, U-value 0.27, 11.1 261 SHGC 0.31 Anderson 400: Glazing -Anderson 400, U-value 0.3, 12 314 SHGC 0.3 Anderson 400: Glazing -Anderson 400, U-value 0.31, 7.3 196 SHGC 0.31 11 P: Door -Metal - Polyurethane Core, U-value 0.29 63 1,590 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 2973 16,813 cavity, no board insulation, siding finish, wood studs, U-value 0.065 166-50: Roof/Ceiling-Under Attic with Insulation on Attic 2048.7 3,564 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 22D-10pm: Floor -Slab on grade, Vertical board insulation 186 5,550 covers slab edge, turns under slab and extends 4' horizontally, any floor cover, R-10 insulation, passive, heavy dry or light wet soil, U-value 0.343 20P-30: Floor -Over open crawl space or garage, Passive, 380 1,157 R-30 blanket insulation, any cover U--v-alue_0.035 0 0 0 0 0 0 0 0 0 5,251 1,743 106 107 370 395 79 493 3,150 0 2,089 0 0 0 Subtotals for structure: 42,406 0 People: 5 1,000 Equipment: 0 Lighting: 0 Ductwork: 0 0 Infiltration: Winter CFM: 188, Summer CFM: 96 17,444 1,909 Ventilation: Winter CFM: 155, Summer CFM: 155 14,392 3,067 Exhaust: Winter CFM: 155, Summer CFM: 155 AED Excursion: 0 0 Total Building Load Totals: 74,242 5,976 C gure$ Total Building Supply CFM: 1,291 CFM Per Square ft.: Square ft. of Room Area: 3,599 Square ft. Per Ton: Volume (ft'): 30,464 Ruildinn Leads 146 21,150 1,150 2,400 0 0 1,647 2,647 1,205 30,199 5,251 1,743 106 107 370 395 79 493 3,150 2,089 0 146 21,150 2,150 2,400 0 0 3,556 5,714 1,205 36,175 0.359 1,194 I Total Heating Required Including Ventilation Air: 74,242 Btuh 74.242 MBH Total Sensible Gain: 30,199 Btuh 83 % Total Latent Gain: 5,976 Btuh 17 % Total Cooling Required Including Ventilation Air: 36,175 Btuh 3.01 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D C:\ ...\Hilliard Heating & Cooling - 2059 Dickson Ave.rh9 Friday, June 5, 2026, 12:24 PM Rhvac - Residential & Light Commercial HVAC Loads Auer Steel (Plymouth) Plymouth, MN 5f j"l Total Building Summaly Loads (cont'd) Elite Software Development, Inc. Hilliard Heatinq & Coolinq Pace 7 Notes All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. CA ...\Hilliard Heating & Cooling - 2059 Dickson Ave.rh9 Friday, June 5, 2026, 12:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Hilliard Heating & Coolinq PI moth. MN 554441 Page Building Pie Chart Floor 9% Roof 5% Wall 23% Glass 18% Floor 0% Roof 6% Wall 9% Glass 42% Ventilation 19% Infiltration 23% Door 2% AED Excursion 3% Ventilation 16% Infiltration 10% Equipment 7% Heople 6% Door 1 % CA ...\Hilliard Heating & Cooling - 2059 Dickson Ave.rh9 Friday, June 5, 2026, 12:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Hilliard Heatinq & Coolinq Plvmouth. MN 55441 Paae 9 Detailed Room Loads - Room 1 - Main Level (Avera_ge Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 40.7 ft. System Number: 1 Room Width: 41.0 ft. Zone Number: 1 Area: 1,668.7 sq.ft. Supply Air: 630 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 15,018 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers 6 Actual Winter Vent.: 79 CFM Runout Air: 105 CFM Percent of Supply.: 13 % Runout Duct Size: 7 in. Actual Summer Vent.: 76 CFM Runout Air Velocity: 393 ft./min. Percent of Supply: 12 % Runout Air Velocity: 393 ft./min. Actual Winter Infil.: 88 CFM Actual Loss: 0.079 in.wg./100 ft. Actual Summer Infil.: 45 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quanti Value ATM _ Loss HTM Gain Gain E -Wall-12F-Osw 42 X 9 269.1 0.065 5.7 1,522 1.1 0 285 S -Wall-1 2F-Osw 51 X 9 409.8 0.065 5.7 2,317 1 1 0 434 W-Wall-12F-Osw 42 X 9 200.1 0.065 5.7 1,132 1 1 0 212 N -Wall-1 2F-Osw 51 X 9 439 0.065 5.7 2,483 1 1 0 465 E-Door-11 P 6 X 7 42 0.290 25.2 1,060 7.8 0 329 S-Door-11 P 3 X 7 21 0.290 25.2 530 78 0 164 E -GIs-Anderson 400 shgc-0.28 32.5 0.300 26.1 848 31.0 0 1,006 0 %S E -GIs-Anderson 400 shgc-0.28 17.2 0.320 27.8 479 31.3 0 538 0%S E -GIs-Anderson 400 shgc-0.28 17.2 0.300 26.1 449 31.0 0 533 0%S S -GIs-Anderson 400 shgc-0.31 15.1 0.300 26.1 393 18.9 0 285 0 %S S -GIs-Anderson 400 shgc-0.31 13.2 0.300 26.1 345 18.9 0 250 0 %S W -GIs-Anderson 400 shgc-0.24 40 0.300 26.1 1,044 27.2 0 1,089 0 %S W -GIs-Anderson 400 shgc-0.31 27.7 0.300 26.1 724 33.8 0 936 0%S (2) W -GIs-Anderson 400 shgc-0.24 24 0.300 26.1 626 27.3 0 654 0%S W -GIs-Anderson 400 shgc-0.31 30.1 0.300 26.1 786 33.8 0 1,016 0%S (2) W -GIs-Anderson 400 shgc-0.31 27.7 0.300 26.1 724 33.8 0 936 0%S (2) W -GIs-Anderson 400 shgc-0.31 28.4 0.300 26.1 740 33.8 0 958 0%S N -GIs-Anderson 400 shgc-0.32 10 0.280 24.4 244 10.6 0 106 100%S (2) N -GIs-Anderson 400 shgc-0.32 10 0.290 25.2 252 10.7 0 107 100 %S UP-Ceil-166-50 11.8 X 10 118 0.020 1.7 205 1.0 0 120 Floor22D-10pm_186 ft..Per. _ 186 0.343 29.8 5,550 0.0 0 0 Subtotals for Structure: 22,453 0 10,423 Infil.: Win.: 88.3, Sum.: 45.3 1,674 4.897 8,198 0.462 897 774 AED Excursion: 588 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 1,200 Room Totals: 30,651 1,297 13,445 C:\ ...\Hilliard Heating & Cooling - 2059 Dickson Ave.rh9 Friday, June 5, 2026, 12:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Hilliard Heatinq & Cooling Plvmouth. MN 55441 Pane 1n Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 44.9 ft. System Number: 1 Room Width: 43.0 ft. Zone Number: 1 Area: 1,930.7 sq ft Supply Air: 661 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 15,446 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers 7 Actual Winter Vent.: 76 CFM Runout Air: 94 CFM Percent of Supply.: 11 % Runout Duct Size: 6 in. Actual Summer Vent. 79 CFM Runout Air Velocity: 481 ft./min. Percent of Supply: 12 % Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 100 CFM Actual Loss: 0.145 in.wg./100 ft. Actual Summer Infil.: 51 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-12F-Osw 62 X 8 403.9 0.065 5.7 2,284 1.1 0 428 S -Wall-12F-Osw 56 X 8 423.5 0.065 5.7 2,395 1.1 0 449 W -Wall-12F-Osw 62 X 8 387 0.065 5.7 2,188 1.1 0 410 N -Wall-12F-Osw 56 X 8 440.7 0.065 5.7 2,492 1.1 0 467 E -GIs-Anderson 400 shgc-0.28 25 0.300 26.1 653 31.0 0 774 0 %S E -GIs-Anderson 400 shgc-0.28 14.8 0.300 26.1 386 30.9 0 458 0 %S E -GIs-Anderson 400 shgc-0.28 14.4 0.300 26.1 376 31.0 0 446 0%S (2) E -GIs-Anderson 400 shgc-0.31 11.1 0.270 23.5 261 33.3 0 370 0 %S E -GIs-Anderson 400 shgc-0.28 14.8 0.300 26.1 386 30.9 0 458 0%S E -GIs-Anderson 400 shgc-0.31 12 0.300 26.1 314 33.8 0 407 0%S S -GIs-Anderson 400 shgc-0.31 24.5 0.300 26.1 640 18.9 0 463 0%S W -GIs-Anderson 400 shgc-0.3 0%S 12 0.300 26.1 314 32.8 0 395 W -GIs-Anderson 400 shgc-0.28 12 0.320 27.8 334 31.3 0 376 0 %S W -GIs-Anderson 400 shgc-0.28 85 0.300 26.1 2,218 31.0 0 2,632 0%S (2) N -GIs-Anderson 400 shgc-0.31 7.3 0.310 27.0 196 10.9 0 79 100%S UP-Ceil-1613-50 44.9 X 43 1930.7 0.020 1.7 3,359 1.0 0 1,969 Floor-20P-30 19 X 20 380 0.035 3.0 1,157 0.4 0 146 Subtotals for Structure: Infil.: Win.: 99.6, Sum.: 51.1 1,888 AED Excursion: People: 200 lat/per, 230 sen/per: 3 Equipment: Room Totals 19,953 0 10,727 4.897 9,246 0.462 1,012 873 617 600 690 0 1,200 29,199 1,612 14,107 C:\ ...\Hilliard Heating & Cooling - 2059 Dickson Ave.rh9 Friday, June 5, 2026, 12:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Hilliard Heatinq & Coolinq Plymouth. MN 5M441 Page 11 System 1 Room Load Summaty1 Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Let Clg Sys Name SF Btuh C M Size Vol Btuh Btuh CFM CFM 1--- ---Zone 1 Main Level 1,669 30,651 410 6-7 393 13,445 1,297 630 630 2 Upper Level 1,931 29 199 391 7-6 481 14,107 1,612 - 661 661 Ventilation 14,392 System 1 total 3,599 74,242 801 System 1 Main Trunk Size: 12x18 in. Velocity: 861 ft./min Loss per 100 ft.: 0.101 in.wg CooBngstem Summer Cooling Sensible/Latent Sensible Tons Split Btuh Net Required: 3.01 83% / 17% 30,199 Equipment Data Type: Model: Indoor Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: HeatingSystem Natural Gas Furnace 0 AFUE 0 0 Btuh n/a n/a 2.647 3,067 30,199 5.976 1,291 1,291 Latent Total Btuh Btuh 1 5,976 36,175 Cooling System Standard Air Conditioner 0 SEER 0 0 Btuh 0 Btuh 0 Btuh C:\ ...\Hilliard Heating & Cooling - 2059 Dickson Ave.rh9 Friday, June 5, 2026, 12:24 PM CITY OF SPRING PARK NEW CONSTRUCTION CHECKLIST SITE ADDRESS: 2059 Dickson Avenue PERMIT #: 26SP-00039 THE INSPECTOR MUST BE MET AND ALL ITEMS MUST BE COMPLETED BEFORE CONSTRUCTION/EXCAVATION N/A Pass Fail © Permit on site Address posted on site 0 Locate and show property stakes and building pad stakes © 0 0 Setbacks comply with the approved site survey 0 © Grading/drainage swales established away from neighboring structures rl © © Erosion control device established, where required/necessary © Construction entrance Condition of water shut-off/service (mark with contractor's stake) © Condition of curb and gutter abutting property to be built 0 © 0 Condition of storm sewer grate abutting the property © © © Curbs properly bridged for construction traffic Condition of trail way abutting the property (if applicable) © Condition of light or other utility fixtures abutting the property (if applicable) [� Locate and show corrected soil area stakes (if applicable) Culvert inspection (if applicable) Signature of Municipality Official Date Signature of Site Contractor Date Revised Feb-2022 CITY OF SPRING PARK CERTIFICATE OF SURVEY ZONING DISTRICT R-1 YARD SETBACKS: 30' STREETIFRONT 1O' SIDE 50'ORDINARY HIGH WATER MARK STANDARD 1213 AVERAGED BETWEEN STRUCTURES EITHER SIDE EXISTING SANITARYMANHOLE ��• IMPERVIOUS COVERAGE MAX 30% RIM=932.34 YARD SETBACKS MEASURED TO !CHECK ONE}_ INV 8"(SOUTH)-923.34 WITH Z ALLOWANCE FOR EAVES. --X--FOUNDATION- _EAVEIOVERHANG — — — _ _ _ — — — �IIII \ l I al 2 �1 14.0' HOUSE \ _ 20 �' �9i0.0 S>H'S9' "1N L30.19' T.O a =9 w 931X 932.0 k-ITING X932.2 01". itHff�i — ,j��N \ \ i 11.31 it'43iA.3�1'(` - 09 - ^ ^ Z MIN. _0 ~ I } J1TKY 1��M I � Izs6� OR' 02 S OOm PROPOSE 2\ y{0A- i71 31.1 B�UIlD1NG N _DRIVEIYAti :1 y�jLQy�QC�+�`L` IA 1.s Cu vos \L! - ,y, asl� ? ¢_ Y %.�0 `3� �Jj, O' Ls cu vOS FILL � ti� BELOW FLOOD ELEVATION 0 \ 0 X 931.3 \ q19�' `0.6 12"SIM. RC INV-930.02 PROPOSED IMPERVIOUS AREA CALCULATIONS (IN SQUARE FEET): PROPOSED HOUSE 2,366 PROPOSED DRIVEWAY 475 PROPOSED PATIO 410 WALK, ETC. ALLOWANCE 180 TOTAL IMPERVIOUS 7,378 TOTAL LOT AREA 14,130t PERCENT IMPERVIOUS 24.3% WATER ELEVATION, 03/13/26 929.1 FLOOD LIMBS 931.7 NAVD88 _ ' 11 EXISTINGS NITARV MANHOLE 1 INV. 6""INOI ll THi=921.5 o -�j \ ( o 2I GE PROPERTY DESCRIPTION: Lots, 11, 12, and 13, Swanson's SUpplement to Spring Park, Hennepin County, Minnesota. PROPERTY ADDRESS: 2059 DICKSON AVENUE SPRING PARK MN LEGEND Q =WOOD HUB SET AT 10' OFFSET, 15' OFFSET, OR ON BUILDING EXTENSION ALL EXTERIOR BUILDING CORNERS MARKED WITH PIN FLAGS, FOUND 3/4" OUTSIDE DIAMETER IRON PIPE OR AS NOTED Q SET V OUTSIDE DIAMETER X18' LONG IRON PIPE WEIGHING 1.13 LBS /LINEAL FOOT WITH PLASTIC ID CAP "DODGE PLS 45351' (NORTH) PREVIOUSLY RECORDED DIMENSION T.O.H: TOP OF WOOD HUB ELEVATION T.O.P: TOP OF IRON PIPE ELEVATION X 100.0 EXISTING SPOT ELEVATION X (100.0) PROPOSED ELEVATION p DRAINAGE DIRECTION NORTH SCALE: 0 30 SUGGESTED BUILDING ELEVATIONS: TOP OF FOUNDATION 933.5 GARAGE FLOOR AT DOOR 933.2 SITE NOTES: 1. APPROXIMATELY 5500 SQ. FT. OF DISTURBED AREA. 2. SLOPES AWAY FROM BUILDING FOUNDATION ASSUMED AT 3:1 SLOPE. 3. APPROXIMATELY 1.5 CU,YD. OF FILL MATERIAL REQUIRED BELOW FLOOD ELEVATION 931.7 EQUAL AMOUNT TO BE DISPLACED FROM BELOW FLOOD LEVEL TO OFFSET FILLING, REMOVED FROM AREA SHOWN IN GREEN. CONTOURS SHOWN ARE PER AVAILABLE LIDAR DATA COMBINED WITH FIELD SURVEY. SPOT ELEVATIONS ARE FROM FIELD SURVEY. ELEVATIONS SHOWN ARE NAVD 1988 DATUM. NGVD DATUM IS 0.Z LOWER THAN NAVD 1988 IN THIS AREA BASED ON NGS DATA NGVD FLOOD ELEVAITON OF 931 5 IS EQUAL TO NAVD 1988 ELEVATION 931 7 \ I I HEREBY CERTI FY THAT THIS SURVEY, f I PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SURVEYOR \ B.5'� I - UNDER THE LAWS OF THE STATE OF ( MINNESOTA. HousE I I 05101/26 TY R. DODGE DATE MINNESOTA LICENSE N045351 PRELIMINARY r , FOR PERMIT ( MACKLYN HOMES 0mo oa DICKSON AVENUE, SPRING PARK;a°' LOTS 11.12&I3.SWNE0NSSUFREMENT TO SMNGPM HENNEPN COUNN..MNNESOTA mwe nm,® w...mmmn,� cwuL up gad aMK6 nio MN./i� HOUSE STAKEOUT PLAN Auth•Consulting/associates S&N Land SulYeyiile a ,:,'0D„,e,,° ` ;q °'H;"` CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue Spring Park, MN 55384 ❑ Email completed form to City of 26SP-00039 Spring Park to the attention of; Phone: 952-471-9051 jkhoffman@ci.spdng-park.mn.0 Routed to SAFEbuilt Email: jkhoffman@ci.spring-park.mn.us SITE ADDRESS: 2059 Dickson Ave SDrina Park MN PID: 1711723320005 1) Was the home constructed before 1978? (YES❑, continue with line 2, NO ❑x continue without completing EPA Section) 2) Will the work disturb >_6 sq ft of interior painted surfaces or -220 sq ft of exterior painted surfaces? (YES ❑ go to line 4, NO❑x line 3) 3) Are there any windows being replaced? (YES ❑, go to line 4, NOE]continue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES ❑ , you MUST Attach Certification Information, NO ❑ complete line 5) 5) EPA Contractor Certification Number: NAT - PROPERTY OWNER: MaCklyn Homes, LLC Address:18665 Irvine Way city: Lakeville State: MN zip. 55044 Email: dave.mcnutt(ED-yahoo.com Contact Name: Dave MCNutt Phone:612-581-6437 CONTRACTOR: Macklyn Homes, LLC Address:18665 Irvine Way city: Lakeville State: MN zip: 55044 Phone:612-581-6437 Fax: N/A Contractor License No: BC735422 Contact Name: Dave McNutt Phone: 612-581-6437 Email: dave.mcnutt@yahoo.com ARCHITECT: Midwest Draft & Design Address: 2920 Enloe Street, Suite 101 city: Hudson State: WI zip: 54017 Phone: 715-381-9758 Fax: N/A Email: davep(aD_midwestdraft. com Contact Name: Dave Paulson Phone: 715-381-9758 TYPE OF WORK: pNew Construction ❑Deck []Re -Roof ❑Commercial EIResidential ❑Change of Use ❑Pool []Re -Side EST. VALUATION OF WORK []Finish Basement ❑Retaining Wall []Fence . $ 750.000 ❑Remodel []Porch []Shed sq ft Square feet: ❑Addition ElDemolition ❑Window/Door Replacement 3.616 ❑Garage-Attached/Detach Z Plum bi ng-provide detail on Page 2 # being replaced Detailed Description of Work: [I Accessory Structure COMechanical-provide detail on Page 2 ❑Misc Other Demo of existing shed on property & Construction of New Single Family 4 Bedroom / 3 Bath Home on property. Signature of this application by the legal property owner or a licensed contractor, as the owner's representative, is required and authorizes the Zoning Adnnmstraior or designee and the Budding; Official or designee to enter upon the property to perform needed inspections. Entry may be without prior notice I hereby acknowledge that I have read this application and stale that all informal wi is true and correct to the best of my knowledge. I further agree that all work performed will be in accordance with approved plans, specifications and conditions and to abide by all ordinances of the Municipality and the laws of the State of Minnesota regarding actions taken pursuant to this permit I agree to pay all plan review fees even if I choose not to proceed with the work. Permit expires when work is not commenced within 180 da s from ale, of permit, or if work is suspended, abandoned, or not inspected for 180 days. Work beyond the scope of this permit, or work without ocuSIpne�^d''bY.. a emdt or ins ction, will be subject to a n ' ll SIGNATURE OF APPLICANT: awl kdl4 DATE: 4/25/2026 PRINTED NAME: David MCNttttrl3002D352C2945A This is the signature of: pOwner or []Owner's Representative OCCUP. TYPE:IRC-1 CONST. TYPE: NIA CODE:2020 MRC BLDG SPRINKLED Ye No VALUATION: $750,000.00 Permit Fee: $ (a I Park Dedication: $ Plan Review Fee: $ bp SAC Charge: $ State Surcharge: $ S• Cam"') WAC Charge: $ Site Inspection Fee: $ 4045.00Sewer Hook -Up: $ S.E.C. Fee: $ 5 . Water Hook -Up: $ �Q Investigation Fee / Other Fee: $ Sewer Trunk: $ _ i Copy Charge ($.25 per 8.5x11 page) $ Water Trunk: $ z p W License Check ($5) / Lead Check ($5) $ Z5.00Water Meter $ SUB -TOTAL $ • SAC or City Fee:$ of } Plumbing Fee (from Page 2) $ Other: $ v Mechanical Fee (from Page 2) $ TOTAL DUE: S U. Special Conditions/Required Setbacks: O Building Approval By: Derr" M DATE: 5/28/2026 Printed Building Ap oval By: Derrick W man X License Verification ❑ Lead Verification - Checked By: ZW City Approval By: DATE: Paid: Date: ^� Receipt No. By: &0&inv•sv CITY OF SPRING PARK ❑ MECHANICAL PERMIT 26SP-00040 ❑ PLUMBING PERMIT PAGE 2 FOR PERMIT ISSUANCE PAGE 1 and PAGE 2 should be complete MECHANICAL INFORMATION Mechanical Contractor: Hilliard Heating & Cooling Address: 26146 2nd St W cit :Zimmerman State: MN zip: 55398 Phone:763-856-5988 Fax:763-856-5313 State Bond No: MB003084 lContact Name: Nancy Hilliard Email: hilliardhvac@aol.com 1contact Phone: 763-856-5988 Detailed Description of Work: Install New HVAC system in home to include: In Floor Heat, High Efficient Furnace, A/C System, Air Exchanger & Gas Fireplace Indicate type of project, fixtures, and Gas Lines you will be installing or replacing (include count for each type of fixture) MECHANICAL FIXTURES GAS LINES Quantity Quantity Quantity 1 Furnace 1 Kitchen Fan 1 Furnace _ 1 Air Conditioning System 5 Bath Fan 1 Fireplace 1 Air Exchanger Grill Unit Heater Fireplace 1 Water Heater Unit Heater Grill _ 1 In Floor Heat 2 Dryer Gas Log 1 Stove Office Use Only: a••D ❑ Replacement (one fixture only, no piping or vent changes) Mechanical Permit Fee: $ ❑ Addition/Remodel Gas Line Permit Fee: $ EI New Construction State Surcharge: $ 1.00 �✓' (l8 ❑ Other Other: $ Total Mechanical Permit: $ PLUMBING INFORMATION Plumbing Contractor: West Hennepin Plumbing, LLC Address: P.O. Box 367 oil— 0-ta y city: Big Lake State: MN zip:55309 Phone: 763-301-1674 Fax: Plumbers License No: PC673348 I State Bond No: 61819792 Contact Name: Aaron Meyer 1contact Phone: 763-301-1674 Email: westhennepinplumbing@gmail.com Detailed Description of Work: Construction of New Single Family Home to include 3.5 baths, Kitchen, Laundry & Bar Indicate type of project and fixtures you will be installing or replacing (include count for each type of fixture): PLUMBING FIXTURES Quantity Quantity Quantity 1 Water Heater 2 Shower 2 Laundry Tub 17Gas ❑Electric 1 Dishwasher Rough -in Future Fixture 1 Water Softener 2 Clothes Washer Sump Lawn Sprinkler System 1 Ice Maker Line Water Piping System 4 Water Closet (Toilet) 2 Hose Bib 1 Floor Drain 6 Lavatory (Wash Basin) 2 Bathtub ❑Replacement (one fixture only, no piping or vent changes) Office Use Only: Plumbing Permit Fee: $ Q D • 97'a ❑Addition/Remodel State Surcharge $ 1.00 ❑x New Construction ❑Other Other: $ Total Plumbing Permit: $ F Jamie Hoffman From: payment@thepaymentgroup.com Sent: Wednesday, July 15, 2026 7:10 AM To: Jamie Hoffman Cc: payment@thepaymentgroup.com Subject: DAVID MCNUTT Permit Payment to Spring Park, MN - Permits & Licenses from TPG ATTENTION: if you need assistance with this payment, please FORWARD this email to tpg_OSLepMu.pp-ort@nt1Y_ei.con-i and include your request. Your client manager will respond. Dear Spring Park, MN - Permits & Licenses, DAVID MCNUTT has made a web Payment through The Payment Group for: Payment Information Date Paid: Wednesday, 15 July 2026 07:10:11 CT Confirmation: EYIRC9 Credit Card Number (last 4 8824 digits): Credit Card Type: MasterCard Full Address - ermit or Business payment First Name Last Name Name City, State & icense Amount :Zip umber 2059 DICKSON 26SP-00039, MACKLYN DAVID MCNUTT AVE SPRING 00040, AND $5,490.80 HOMES PARK MN 55378 00041 DAVID MCNUTT can be reached at: 612-581-6437 or dave.mcnutt@yahoo.com if there are any questions regarding this payment. Click here to login to your The Payment Group admin account Thank you once again for choosing The Payment Group! Jamie Hoffman From: payment=thepaymentgroup.com@mg.thepaymentgroup.com on behalf of payment@thepaymentgroup.com Sent: Wednesday, July 1 S, 2026 7:08 AM To: Jamie Hoffman Cc: payment@thepaymentgroup.com Subject: DAVID MCNUTT Permit Payment to Spring Park, MN - Permits & Licenses from TPG ATTENTION: if you need assistance with this payment, please FORWARD this email to tpgc te_ntsu.pport@nu_v_ei.com and include your request. Your client manager will respond. Dear Spring Park, MN - Permits & Licenses, DAVID MCNUTT has made a web Payment through The Payment Group for: ayment Information Date Paid: Wednesday, 15 July 2026 07:07:38 CT Confirmation: BTPRGJ Credit Card Number (last 4 8824 digits): Credit Card Type: MasterCard �r— Full Address - Permit or Business Payment First Name Last Name City, State & License Name Amount p Zi Number 2059 DICKSON 26SP-00039, MACKLYN DAVID MCNUTT AVE SPRING 00040, AND $7,500.00 HOMES PARK MN 55378 00041 DAVID MCNUTT can be reached at: 612-581-6437 or dave.mcnutt@yahoo.com if there are any questions regarding this payment. Click here to login to your The Payment Group admin account Thank you once again for choosing The Payment Group! 1 RECEIPT City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 (952) 471-9051 SPRING PARK 26SP-00039 i New Single Family House (Residential IRC-1) On Lake %innetonka Receipt Number: 575 Payment Amount: $10,154.80 July 15, 2026 Transaction Method Payer Cashier Reference Number Credit Card Macklyn Homes Jamie Hoffman EYIRC9 & BTPRGJ Comments Assessed Fee Items Fee items being paid by this payment Assessed Fee Item Account Code Assessed Amount Paid Balance Due On 07/09/26 Contractor License Look -up $5.00 $5.00 $0.00 07/09/26 Residential Site Inspection $65.00 $65.00 $0.00 07/09/26 State Surcharge $375.00 $375.00 $0.00 07/09/26 SEC New Home/Commercial $450.00 $450.00 $0.00 07/09/26 Residential Plan Review $3,647.80 $3,647.80 $0.00 07/09/26 Residential Building Permit $5,612.00 $5,612.00 $0.00 Totals $10,154.80 $10,154.80 Previous Payments $0.00 Remaining Balance Due $0.00 RECEIPT City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 (952) 471-9051 26SP-00039 1 New Single Family House (Residential IRC-1) Application Info Property Address 2059 DICKSON AVE SPRING PARK, MN 55384 Description of Work Property Owner MACKLYN HOMES, LLC Property Owner Address 18665 IRVINE WAY LAKEVILLE, MN 55044 SPRING PARK On Lake Yinnetonkg Valuation $750,000.00 Demo of existing shed on property & construction of new single family 4 bedroom/3 bath home on property.