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Permits - Permit# 26SP-00053 - 4325 Channel Road - 9/2/2026PARK City of Spring Park I New Accessory Structure (Residential IRC-4) 4349 Warren Ave, Spring Park, MN 55384 Phone: (952) 471-9051 Fax: (952) 471-9160 For Inspections: (952) 442-7520 26SP-00053 Date Issued: Property Owner: STEVEN J MEYERS Expiration Date: 12/19/2026 Mailing Address: 4325 CHANNEL RD Job Site Address: 4325 CHANNEL RD, SPRING PARK, MN 55384 SPRING PARK, MN 55384 Category: Residential Miscellaneous Phone: (612) 743-9990 Permit Type: New Accessory Structure (Residential IRC-4) Email: Valuation: $85,000.00 Description of Work: Demo existing garage/guest house. Build new structure on existing footprint. Subdivision: SUBDIVISION OF LOT 1 SKARP & Required Setbacks: LINDQUIST'S ROSE HILL Parcel ID: 19-117-23-12-0034 Filing: Actual Setbacks: Lot: 4 Block: Total Sq Ft: Contractors: Fee Items Amount Primary J & D CONTRACTING INC (612) 750-4505 State Surcharge $ 42.50 Building J & D CONTRACTING INC (612) 750-4505 Residential Building Permit $ 1,139.25 Contractor License Look -up $ 5.00 Residential Site Inspection $ 65.00 SEC New Home/Commercial $ 150.00 Residential Plan Review $ 740.51 Total Fees: $ 2,142.26 NOTICE Signature of Applicant/Date Building Department Signature/Date 09/01/2026 INSPECTION CARD M 'i, -- �" City of Spring Park SPRING PARK OnGakeWinnetonka 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. PERMIT NO.: 26SP-00053 PERMIT TYPE: New Accessory Structure ISSUED DATE: EXPIRATION DATE: 12/19/2026 (Residential IRC-4) 19-117-23- PROJECT ADDRESS: 4325 CHANNEL RD, SPRING PARK, MN 55384 PARCEL NO.: 12-0034 OWNER: STEVEN J MEYERS OWNER PHONE: (612) 743-9990 CONTRACTOR: J & D CONTRACTING INC CONTRACTOR PHONE: (612) 750-4505 APPLICANT: J & D Contracting - Jim APPLICANT PHONE: (612) 750-4505 DESCRIPTION OF WORK: Demo existing garage/guest house. Build new structure on existing footprint. CONSTRUCTION TYPE: OCCUPANT LOAD: DATE DATE INSPECTION INSP PASSED COMMENTS INSPECTION INSP PASSED COMMENTS SEC Sediment & Erosion Control Pre -Demolition Footings Pre-Backfil I Framing Energy Code/Insulation Building Final Site Inspection Debris Removed Foundation Under Slab Sheathing/Braced Wall Fire/Draft Stopping Fire Approval: Date: Engineering Approval: PW Approval: Date: Other To request an inspection: (952) 442-7520 Date: Date: Page 1 of 1 A-'^ i Project Name: City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 Date: 09/01/2026 Approval Status: Approved with Comments Jurisdiction: City of Spring Park Construction Type: ID: 26SP-00053 Applicant Name: J & D Contracting - Jim Applicant Phone: (612) 750-4505 Applicant Email: jim.jdcontracting@gmail.com Jobsite: 4325 CHANNEL RD 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 4325 CHANNEL RD Page 1 PARK Plan Specific Items: Building: Approved with Comments - Derrick Wyman, dwyman@safebuilt.com PLANS DATED: 6/29/2026 PLAN SHEETS REVIEWED: Al -A5 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 Planning 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: 4325 CHANNEL RD Page 2 A,, V.TJk1 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 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 minimumY2" 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. 4325 CHANNEL RD Page 3 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) Floors: Notches in solid lumberjoists, 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: 1. 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 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 4325 CHANNEL RD Page 4 X PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 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. 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 4325 CHANNEL RD Page 5 I-r, PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 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) 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 % 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'h" 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). MN Energy Code: 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). 4325 CHANNEL RD Page 6 .►" PARK ncncton City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 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. 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 4325 CHANNEL RD Page 7 A,., ING PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 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. MN Fuel Gas Code: 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). 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 4325 CHANNEL RD Page 8 I_rl PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 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 1346.5406.6.3) Plumbing Code Items: 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. 4325 CHANNEL RD Page 9 '_Y_ PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 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 120T. (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 120T. (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) 4325 CHANNEL RD Page 10 rod �IcVaiioh Tzar �cy hu (021-1520 "� hi��lcvatioh 4ti6v m `�i [I�tAroroV�d Frdal�s'OidPr.>d, 7uxit �>dI1:1.'191 Le A4n mINhlYh..JOFm AwM•nMLnm.rd'vide. Na�.brALLmf+ln N:va xnEcrvrd..11dU. N:rnL�LLm Yd'�+aN:a.Va iLrl7Yifi4i1'1 awYdJ9vri+iMrw-a l R n,.rronA�faJn!ddw IArrt►.M.Y.1 Uflflli.i� 7•A.a!wMulr.drrr• wN¢.mM:k-upvn IMv�.ItiVt a'�YiMayyP. fifVa avyNf.h � I'!f•Iw�M1A m�My:dUM.a.tl IMIt•1.Artl•r hll %y.MO:.F.Y.+.k'nn n},tNtrsleR. '.w..IiM.nr Z ,uS4. u1��M:rNrbn. : iMVMw:.V,� n. { Lm �e�tl"AMrdiwre YMMwF•'ih'�rvlM1 wrlltaae.b W.4Y .�a41N�11an�>. kdnAFn.mr:.rAv.l i.IndrIIVYYrnmVrhnl t,1 rw nfvM1;Fwnlnn Sr:�; M!^[ Y111�ArdlMnard lr u l,rlurm'rMFe�IV!ar MuNrm 4ra!Aliud:tl�f.+M*rJ9v.y 5e1rr5.trriMnMMm roa ;rnJrvbNMlp;lAw ,...Va!Irn:wv.!+'n wMl+l•m �xhrnl +WrsN:an MA..n }rye IAvn9r.rrrs�o IeP infnvviaw 1' 41b.1i1lgv5w'mb6 isr.Nu.re.+rFru-�r.y�r 1 M•A•1rrNWI W. q 4r.M.b Lµyr✓nllvevN. in,9m �Icva�ohs sr•+a'sdr k6x((MS,IIfn (j Passive Radon Reduction System Required ew u•.p.rw v-moo. .rn oe �.mr ynt. . amcrax wru:=rsu RAi m i�wa� io LL C.N. — — — v ewr�. €YJ5 Mb.yfc Us —T 41�'1 Y.'!YQ•YM ILLmIID aWhdatiMTIm L:zl ti,,.rd9. T.1 fas�y— q � �rb�M�MMJW L mm.mNme ev. .mme°� if ��. •..ewe�e ga ��n� mN.4�a� jw� mevmn v,em�°ea .�. tf(( �� M4�✓u mmra `�nv.Mnbroora �� �v �vem vM rcc� Ctitw�M.. r r...w sw.ir �� rurr thfn., L� j� t twM MIt' nl��l '. •iC7w "..YW.M �N.W....rrM w,f�V rn?wrvY.vvw WW 7� Ww.f+wYw R/r NMIr��/ frlY�,. prv7 jai M nYh m.�wowtx wr.•nl.n:s '.a.nr•^ ' nu�Y 'r'.t.lr Y YNJ:Y uoss.SON d NA �lx 1*4KU' ln wlaih rift TD2 0 m Tw ,T-irsw 6,riyoA PFG �r" Wall Ms VA I-esli Phone: 952-442-7520 M N S P E C T,Lc Fax: 952-442-7521 HELPING YOU COMPLY _ e Email: info@mnspect.com L— 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.) Completed and signed Building Permit Application, Plumbing Permit Application and Mechanical Permit Application Include all License/Bond Numbers, as well s cantact phone n mbers and email addresses). rty,4 6 ,� y .� Ha[ r4 K One digital/electronic set of a[NSelow listed items (plans and paperwork) ffiI Structural building plans (floor plans and elevations) 6 Site plan illustrating building dimensions, lot lines and setbacks P9 Plan indicating braced wall line locations, panel locations, panel widths, and panel methods for each floor. X Roof/floor truss plan/layout IW Residential New Home Construction Checklist (this form) completed and signed. C3 New Construction Energy Code Compliance Certificate Ild Worksheet E-1 ("Residential Combustion Air Calculation Method") 19 Table 501.4.1 form ("Procedure to Determine Makeup Air Quantity for Exhaust Appliances") 19 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 ❑ Gas Fireplace - Quantity: ❑ 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. n� licant's I // /20Z6 Data 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 distribution Date Cert. Posted panel 1 7/14/26 Mailing Address of the Dwelling or Dwelling Unit City 4325 Channel RD Spring Park Name of Residential Contractor MN License Number Silver Tree Plumbing and Heating MB005441 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Passive (No Fan) Active (With fan and monitoring device) aL F�, N Location (or future location) of Fan: M N — - O o n 3 0 U O a m a) CLQ m m d U C N 'Oo c f0 ° c p z Vi m N m O U N n� O i x W U m cn o c C a� m E m � � - a Insulation Location zcn ° �i �i Other Please Describe Here Below Entire Slab R-10 jC Foundation Wall R-10 K Perimeter of Slab on Grade ?C Rim Joist (1st Floor) R-20 �C Rim Joist (2nd Floor+) R-20 ?C Wall R-20 X Ceiling, flat R-49 Ceiling, vaulted R-49Bay Windows or cantilevered areas R-30Floors RK over unconditioned area R-30 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: .32 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): .32 RS R-value MECHANICAL SYSTEMS Make-up Air Select a Type Domestic Water Appliances Heating System Cooling System Heater Not required per mech. code Natural Gas Electric Electric v Fuel Tvpe ^ Passive Bryant RHEEM Bryant Manufacturer Powered 912SE36040 PROE50 GA4SAN518 Interlocked with exhaust device Model Describe: Input in Capacity in Output Other, describe: Rating or Size BTUS: 40,000 Gallons: 50 in Tons: 1.5 AFUE or SEER Location of duct or system Efficiency HSPF°h o 93 7o IEER 14 MECH ROOM 9" FLEX Residential Load Heating Loss Heating Gain Cooling Load 17401 7403 Cfm's Calculation 9 " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g two furnaces or air Combustion Air Select a Type x Not required per mech. code source heat pump with gas back-up furnace): Select Type Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: 22 1 High.1 43 Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low:1 High: Location of duct or system: MECH ROOM Balanced Ventilation capacity in cfms: Location of fan(s), describe: I Cfm's Capacity continuous ventilation rate in cfms: 122 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: 1122 " metal duct Builders Associaton of Minnesota version 101014 Ventilation, Makeup and Combustion Air Calculations Submittal Form New Dwellings Site Address 4325 Channel Rd, Spring Park, MN 55384 Date Contractor Silver Tree Plumbing and Heating Contractor Email andyf@silvertreepandh.com 8/10/296 Contractor Phone 651-319-4200 SECTION A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet * 641 Total required ventilation 143 Number of bedrooms 1 1 Continuous ventilation 1 22 *Conditioned area including basement — finished or unfinished Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175188 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation. The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one -hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation. A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a continuous rate average for each one -hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. SECTION B Ventilation Method Choose either Balance or Exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy x arus on '(C ti 6o e f ra ifig Recovery Ventilator) — cfm of unit in low must not exceed / continuous ventilation ratina by more than 100%. Low cfm 22 f High cfm: 43 cf ap�6ity must n eeed c� tnlaoil (on�tii b m e ithaPi100�% � � Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. SECTION C Ventilation Fan Description Location Continuous Intermittent Panasonic FV-05 Full Bath x Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. SECTION D Ventilation Controls Directions - Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ER or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures' installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. SECTION E Make-up air x Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table fm I I Size and type (round, rectangular, flex or rigid) 8" Rigid or 9" Flex Page 2 of 6 Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent or direct vent assisted appliances vent gas or oil vented gas or oil appliances or no and power vent or appliance or one solid appliances or solid fuel combustion appliances direct vent appliances fuel appliance appliances Column A Column B Column C Column D 1. apressure factor cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (so (including unfinished 641 basements) Estimated House Infiltration 96.15 (cfm): r1a x 1b 2. Exhaust Capacity a) continuous exhaust -only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating 240.00 (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup Not Applicable air is electrically interlocked and matched to exhaust) Total Exhaust Capacity 375.00 (cfm); 2a + 2b +2c + 2d 3. Makeup Air Quantity (cfm) 375.00 a) total exhaust capacity (from above b) estimated house infiltration 96.15 from above Makeup Air Quantity (cfm); 278.85 [3a — 3b] (if value is negative, no makeup air is needed 4. For makeup Air Opening —Sizing, refer to Table 501.4.2 NOTES A. Use this column if there are other than fan -assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B Use this column if there is one fan -assisted appliance per venting system. (Appliances other than atmospherically vented appliances maybe included.) C. Use this column if there is one atmospherically vented (other than fan -assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 One or multiple One or multipleOne power vent, direct fan- assisted atmospherically Multiple vent appliances, appliances and vented gas or oil atmospherically or no combustion power vent or appliance one vented gas or oil Duct appliances direct vent solid fuea l appliances or solid diameter appliances appliance fuel a ppfiances Column A Column B Column C Column D Passive opening 1 - 36 1 - 22 1 - 15 1 - 9 3 Passive opening 37 - 66 23 - 41 16 - 28 10 - 17 4 Passive opening 67 -109 42 - 66 29 - 46 18 - 28 5 Passive opening 110 - 163 67 -100 47 - 69 29 - 42 6 Passive opening 164 - 232 101 -143 70 - 99 43 - 61 7 Passive opening 233 - 317 400-135 - 62 -53 —j 8 Passive opening 318 - 419 196 - 258 136 -179 84 - 110 9 w/motorized damper Passive opening w/motorized damper 420 - 539 259 - 332 180 - 230 111 -142 10 Passive opening w/motorized damper 540 - 679 >679 333 - 419 231 - 290 143 -179 >179 11 Powered makeup air >419 >290 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted C Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. SECTION F Combustion x Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Tsize and type Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages Page 4 of 6 IFGCAppendix E, V\brksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: _ Draft Hood _ Fan Assisted ✓ Direct Vent Input: 40,000 Btu/hr (Not fan Assisted) & Power Vent Water Heater: _ Draft Hood _ Fan Assisted ✓ Direct Vent Input: 0 Btu/hr ( Not fan Assisted) & Power Vent Step 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 370 ft3 Step S Determine air Changes per Hour (ACH)l 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: 0 Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: 0 ft3 If CAS Volume (from Step 2) is greaterthanTRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan -assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input:0 Btu/hr Use Fan -Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA:0 ft3 Total Btu/hr input of all non -fan -assisted appliances Input: Btulhr Use Non -Fan -Assisted Appliances column in Table E-1 to find Required Volume Non -Fan -Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = 0 + o = o ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) dividedbyTRV Step 6 Calculate Reduction Factor (RF). RF =1 minus Ratio RF =1 - o.00 = 1.c Step 4a or Step 4b) Ratio = 370 0 = Infinity Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btulhr divided by 3000 Btulhr per in2 CAOA =o 1 Btulhr per in2 = NaN in2 Step S Calculate Minimum CAOA. Minimum CAOA = CAOA multipliedbyRF Minimum CAOA = 0.00 x 1.00 = 0 0o in2 Step 9 Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root ofMinimum CAOA CAOD =1.13 x Minimum CAOA =0.0o in 'If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304 Load Short Form Job: M111" [late: 6.4.26 WRIQHTSOFT Entire House By: Shannon Kuiper Silver Tree Plumbing and Heating LLC Plan: GUEST HOUSE 1335 Mendota Heights Rd, Mendota Heights, MN 55120 Phone: 651-319-4200 Email: shannonk@silvertreepandh.com Web: www.silvertreepandh.com For: BUCKHORN GUEST HOUSE, JD CONTRACTING Htg Clg Infiltration Outside db (OF) -15 88 Method Blower door Inside db (OF) 72 72 Shielding / stories 3 (partial) / 2 Design TD (OF) 87 16 Pressure /ACH /AVF 50 Pa / 2.0 / 172 cfm Dailyrange - M Ins ide humidity (%) 30 50 Nbisture difference WON 34 47 HEATING EQUIPMENT Make Bryant Trade BRYANT Model 912SE3604OM14 Ali RI ref 211778825 Efficiency Heating Input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 92.1 AFUE 40000 Btu h 37000 Btu h 61 °F 567 cfm 0.035 cfm Btuh 0.80 in H2O COOLING EQUIPMENT Make Bryant Trade 13A SEER2 AC Cond GA4SAN51800NA0 Coil CVAVA1814XM4A+912SE36040M14 AHRI ref 216086245 Efficiency 11.5 EER2, 14 SEER2 Sensible cooling 14450 Btuh Latent cooling 2550 Btuh Total cooling 17000 Btuh Actual airflow 567 cfm Air flow factor 0.082 cfm Btuh Static pressure 0.80 in H2O Load sensible heat ratio 0.88 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Main Level 66 7540 1594 265 130 Upper Level 574 8575 5952 302 487 Entire House 641 16115 6858 567 567 Other equip loads 1287 93 Equip. @ 0.93 RSM 6444 Latent cool ing 959 TOTALS 641 ' 17401 ' 7403 ' 567 ' 567 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. i le k 2026-Jun-08 07:50:32 ti ���'1'.1vvrtiaRTSDRT Rlght-Sulte®Universal 202626.0.02RSU60949 Pagel /? G4� ...khorn garage and guest hosue JD contracting.rup Calc = MJ8 Front Doorfaces: E Load Short Form Job: M iTeek Date: 6.4.26 wRIONTSOFr Main Level By: Shannon Kulper Silver Tree Plumbing and Heating LLC Plan: GUEST HOUSE 1335 Mendota Heights Rd, Mendota Heights, MN 55120 Phone: 651-319-4200 Email: shannonk@silvertreepandh.com Web: www.silvertreepandh.com Project• • For: BUCKHORN GUEST HOUSE, JD CONTRACTING Htg Clg Infiltration Outside db (°F) -15 88 Method Blower door Ins idedb(°F) 72 72 Shielding/stories 3(part al) /2 Design TD (°F) 87 16 Pressure /ACH /AVF 50 Pa / 2.01315 cfm Dailyrange - M Ins ide humidity (%) 30 50 Moisture difference (grAb) 34 47 HEATING EQUIPMENT Make n/a Trade n/a Model n/a AH RI ref n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 'F Actual airflow 0 cfm Air flow factor 0 cfmBtuh Static pressure 0 in H2O Space thermostat n/a COOLING EQUIPMENT Ma ke n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual airflow 0 cfm Air flow factor 0 cfmBtuh Static pressure 0 in H2O Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cl g AVF (ft2) I (Btuh) (Btuh) (cfm) (cfm) Main Stairs/Mech 44 4386 270 154 22 Landing 22 3154 1325 111 108 Main Level 66 7540 1594 265 130 Other equip loads 83 0 Equip. @ 0.93 RSM 1478 Latent cooling 52 Ivlr�� Calculations approved byACCAto meetall requirements of Manual J 8th Ed. MR•k 2026Jun-08 07:56:32 1 "WRIOFITSOFT RlghtSuite®Universal 202626.0.02RSU60949 Page xM...khorn garage and guest hosue JD contracting.rup Celc = MJ8 Front Door faces: E Load Short Form Job: M iTe k Date: 6.4.26 WRIGHTSOFT Upper Level By: Shannon Kuiper Silver Tree Plumbing and Heating LLC Plan: GUEST HOUSE 1335 Mendota Heights Rd, Mendota Heights, MN 55120 Phone: 651319-4200 Email: shannonk@silvertreepandh.com Web: www.slivertreepandh.com Project Information For: BUCKHORN GUEST HOUSE, JD CONTRACTING Design Information Htg Clg Infiltration Outside db (7) -15 88 Method Blower door Inside db (° F) 72 72 Shielding / stories 3 (partial) / 2 Design TD (°F) 87 16 Pressure /ACH /AVF 50 Pa / 2.0 / 315 cfm Dailyrange - M Inside humidity (%) 30 50 Ivbisture difference (gr/Ib) 34 47 HEATING EQUIPMENT Make n/a Trade n/a Model n/a AHRI ref n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 °F Actual airflow 0 cfm Air flow factor 0 cfrnBtuh Static pressure 0 in H2O Space thermostat n/a COOLING EQUIPMENT Ma ke Na Trade Na Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual airflow 0 cfm Air flow factor 0 cfm Btu h Static pressure 0 in H2O Load sensible heat ratio 0 ROOM NAME Area (ftz) Htg load (Btuh) Gig load (Btuh) Htg AVF (cfm) Gig AVF (cfm) Ktchen/Livi ng 318 3685 3108 130 254 Upper Stairs 39 960 720 34 59 Laundry 25 681 589 24 48 Bedroom 140 2174 1331 76 109 Bath 52 1076 204 38 17 Upper Level Other equip loads Equip. @ 0.93 RSM Latent cooling 574 8575 362 5952 0 5518 629 302 487 TOTALS 574 ' 8937 ' 6147 ' 302 ' 487 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. RAlMk 2026-Jun-08 07:56:32 WRIG14TSOFT Right -Suite® Universal 2026 26.0.02 RSU60949 Page ...khom garage and guest hosue JD contrading.rup Cale = MJ8 Front Door faces: E CITY OF SPRING PARK NEW CONSTRUCTION CHECKLIST SITE ADDRESS: 4325 Channel Rd PERMIT #:26SP-00053 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 0 E Locate and show property stakes and building pad stakes Setbacks comply with the approved site survey Grading/drainage swales established away from neighboring structures © © Erosion control device established, where required/necessary © Construction entrance 0 0 0 Condition of water shut-off/service (mark with contractor's stake) 0 0 Condition of curb and gutter abutting property to be built © Condition of storm sewer grate abutting the property © ® Curbs properly bridged for construction traffic © Condition of trail way abutting the property (if applicable) 0 0 Condition of light or other utility fixtures abutting the property (if applicable) 0 Locate and show corrected soil area stakes (if applicable) 0 Culvert inspection (if applicable) Signature of Municipality Official Date Signature of Site Contractor Date Revised Feb-2022 CERTIFICATE OF SURVEY FOR STEVEN MEYERS OF LOT 4, SUBDIVISION OF LOT 1, SKARP AND LINDQUIST'S ROSE HILL HENNEPIN COUNTY, MINNESOTA GNPNNE� Qa p0 Q N�3 2°5$ > a BITUMINOUS DRIVE 0 � N m GARAGE n 12 WEST OF LINE m 2p 0 CHAIN LINK FENCE WOOD FENCE UNDER CONST t 20 WEST 2 qaA OF LINE O EXISTING " HOUSE 21 6' #4325 0 L m m 1B5 POFyGN 6 CP i i LEGAL DESCRIPTION: Lot 4, SUBDIVISION OF LOT 1, SKARP AND LINDOUIST'S ROSE HILL • : Denotes found iron marker p : Denotes set iron marker This survey intends to show the boundaries of the above described property, and the locations of and existing house, garage, and drive thereon It does not purport to show any other encroachements or improvements 0 0 4080 SCALE IN FEET GRONBERG & ASSOCIATES, INC. CML ENGINEERS, LAND SURVEYORS, LAND PLANNERS 445 N. WILLOW DRIVE LONG LAKE, MN 55356 PHONE 952473-1141 FAX -952-173 :4J5 -323 CITY OF SPRING PARK 4349 Warren Avenue PAGE 1 BUILDING PERMIT Spring Park, MN 55384 ❑ Email completed form to City of Y 5� Spring Park to the attention of; Phone: 952-471-9051 jkhoffman@ci.spring-park.mn.us Pouted to SAFEb}'ilt Email: jkhoffman@ci.spring-park.mn.us Lorn SITE ADDRESS:4325 Channel Road PID: 1) Was the home constructed before 1978? (YES0, continue with line 2, NO ❑ continue without completing EPA Section) 2) Will the work disturb >_6 sq ft of interior painted surfaces or >_20 sq ft of exterior painted surfaces? (YES ❑ go to line 4, NO Aline 3) 3) Are there any windows being replaced? (YES 0, go to line 4, NO❑continue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES Eli you MUST Attach Certification Information, NO ❑ complete line 5) 5) EPA Contractor Certification Number: NAT - PROPERTY OWNER:SteVe Meyers Address:4325 Channel Road cit :Spring Park State: MN zip 55384 Email Contact Name: Steve Meyers Phone: 612-743-9990 CONTRACTOR: J&D Contractinq Inc Address:13415 Lexington Road CityMontgomery State: MN zip:56069 Phone:612-750-4505 Fax: Contractor License No:507970 Contact Name:Jim nngriMson Phone: 612-750-4505 Email: jim.jdcontractinq(d),gmail.com ARCHITECT:Wile Designs Address:2635 Granite Court city Coquitlam State: BC zip: Phone: Fax: Email Contact Name: Phone: TYPE OF WORK: 0 New Construction ❑Deck ❑Re -Roof ❑Commercial OResidential ❑Change of Use ❑Pool ❑Re -Side EST. VALUATION OF WORK ❑Finish Basement ❑Retaining Wall ❑Fence $ 85.000.00 ❑Remodel ❑Porch ❑Shed sq ft Square feet: ❑Addition 17Demolition ❑Window/Door Replacement pGarage-Attached/Detach ❑Plumbing -provide detail on Page 2 # being replaced Detailed Description of Work: JDAccessory Structure ❑Mechanical -provide detail on Wage 2 ❑Misc Other Demo existing garage/guest house. Build new structure on existing footprint. signature of this appcation bv'hn legai property owner or a licensed contmdor. as the owner's representative, is required and authorizes the Zoning Admnistrator or designee and the Building 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 state [hat all Information is true and correct to the best of rry 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 Slate 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 ospires when work Is not commenced within 180 days from date of permit, or if work is suspended, abandoned, or not inspected for 180 days. Work beyond the scope of this permit, or work without e er.Til or inspection, will be sub ect .'o a ncsal Y SIGNATURE OF APPLICANT: DATE:06/01/2026 PRINTED NAME: Jim Anq ra On This is the signature of: []Owner or ❑x Owner's Representative OCCUP. TYPE: CONST. TYPE: CODE: BLDG SPRINKLED Yes / No VALUATION: $ Permit Fee: $ Park Dedication: $ _ Plan Review Fee: $ SAC Charge: $ State Surcharge: $ _ WAC Charge: $ Site Inspection Fee: $ (045. Sewer Hook -Up: $ S.E.C. Fee: $ Water Hook -Up: $ Investigation Fee / Other Fee: $ Sewer Trunk: $ p Copy Char 25 per 8.5x11 page) $ Water Trunk: $ tcense Check ($5 ad Check ($5) $ Water Meter $ Uj SUB -TOTAL $ to SAC or City Fee:$ Plumbing Fee (from Page 2) $ Other: $ v Mechanical Fee (from Page 2) $ TOTAL DUE: 'SA 1 Lit LL Special Conditions/Required Setbacks: O Building Approval By: DATE: Printed Building A r ❑ License Verification ❑ Lead Verification - Checked By: City Approval By: DATE: E. ate: 61 OYPReceipt No. [✓# Odd By: RECEIPT City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 (952) 471-9051 26SP-00053 I New Accessory Structure (Residential IRC-4) Payment Amount: $2,142.26 Transaction Method Payer Cashier Check Thomas MacPherson/Steven Jamie Hoffman Meyers Comments Assessed Fee Items Fee items being paid by this payment ALI Z SPRING PARK On Lake 31innetonka Receipt Number: 595 September 2, 2026 Reference Number 2016 Assessed On Fee Item Account Code Assessed Amount Paid Balance Due 09/01/26 Contractor License Look -up $5.00 $5.00 $0.00 09/01/26 State Surcharge $42.50 $42.50 $0.00 09/01/26 Residential Site Inspection $65.00 $65.00 $0.00 09/01/26 SEC New Home/Commercial $150.00 $150.00 $0.00 09/01/26 Residential Plan Review $740.51 $740.51 $0.00 09/01/26 Residential Building Permit $1,139.25 $1,139.25 $0.00 Totals: $2,142.26 $2,142.26 Previous Payments $0.00 Remaining Balance Due $0.00