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Permits - Res. R1 Building Permit# 25SP-00092 - 4540 West Arm Road - 1/8/2026 City of Spring Park New Single Family House (Residential IRC-1) 4349 Warren Ave, Spring Park, MN 55384 SPRING PARK 25SP-00092 Phone:(952)471-9051 Fax: (952)471-9160 n La e 31inneton°a For Inspections: (952) 442-7520 Date Issued: 01/08/2026 Property Owner: ASHLEY BRANDT/BECKY J BRANDT Expiration Date: 07/07/2026 Mailing Address: 4540 WEST ARM ROAD Job Site Address: 4540 WEST ARM ROAD, SPRING PARK, MN 55384 SPRING PARK, MN 55384 Category: Residential New Phone: (763)656-9014 Permit Type: New Single Family House(Residential Email: agbasher@gmail.com IRC-1) Valuation: $825,000.00 Description of Work: BUILD A NEW SINGLE FAMILY RESIDENCE. Subdivision: Required Setbacks: Parcel ID: 1811723340038 Filing: Lot: 10 Actual Setbacks: Block: Total Sq Ft: Contractors: Fee Items Amount Primary TIMBERIDGE BUILDERS INC (651) 785- State Surcharge $412.50 7719 Residential Building Permit $6,062.00 Building TIMBERIDGE BUILDERS INC (651) 785- 7719 Contractor License Look-up $5.00 Residential Site Inspection $50.00 SEC New Home/Commercial $495.00 Residential Plan Review $3,940.30 Total Fees: $ 10,964.80 NOTICE Signature of Applicant/Date Building Department Signature/Date 01/08/2026 MUST BE POSTED ON JOB SITE INSPECTION CARD ,F,R��� City of Spring Park SPRING PARK OnGake9btinnetonka 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.: 25SP-00092 PERMIT TYPE: House(Residential ISSUED DATE: 01/08/2026 EXPIRATION DATE: 07/07/2026 IRC-1) 1811723340 PROJECT ADDRESS: 4540 WEST ARM ROAD,SPRING PARK,MN 55384 PARCEL NO.: 038 OWNER: ASHLEY BRANDT/BECKY J BRANDT OWNER PHONE: (763)656-9014 CONTRACTOR: TIMBERIDGE BUILDERS INC CONTRACTOR PHONE: (651)785-7719 MICHAEL PAUL DESIGN BUILD- APPLICANT: MICHAEL P.LAUMANN APPLICANT PHONE: (651)785-7719 DESCRIPTION OF WORK: BUILD A NEW SINGLE FAMILY RESIDENCE. CONSTRUCTION TYPE: OCCUPANT LOAD: DATE DATE INSPECTION INSP PASSED COMMENTS INSPECTION INSP PASSED COMMENTS Site Inspection SEC Sediment& Footings Erosion Control SEC Sediment& Foundation Erosion Control Pre-Backfill Under Slab Sheathing/Braced Wall Framing Energy Code/Insulation Fire/Draft Stopping Drywall(Braced Wall) Drywall(Fire/Smoke Reports Rated Walls) Building Final Fire Approval: Date: Engineering Date: Approval: PW Approval: Date: Other( ): Date: To request an inspection:(952)442-7520 Page 1 of 1 CITY OF SPRING PARK BUILDING PERMIT PAGE 1 4349 Warren Avenue Spring Park,MN 55384 ElEmail completed form to City of 25SP-00092 Spring Park to the attention of; Phone: 952-471-9051 jkhoffman@ci.spring-park.mn.us Routed to SAFEbuilt Email:jkhoffmanfti.spring-park.mn.us SITE ADDRESS:4540 West Arm Rd PID: 18-117-23-34-0038 1)Was the home constructed before 1978?(YES p,continue with line 2, NO❑continue without completing EPA Section) 2)Will the work disturb 2-.6 sq ft of interior painted surfaces or 2:20 sq ft of exterior painted surfaces?(YES❑E go to line 4, NO❑line 3) 3)Are there any windows being replaced?(YES❑,go to line 4, NO❑X continue without completing EPA Section) 4)Has this home been Certified Lead Free?(YES❑E ,you MUST Attach Certification Information, NO ❑ complete line 5) 5)EPA Contractor Certification Number: NAT-see attached cert PROPERTY OWNER: Ashley & Becky Brandt Address:306 Wolf Pointe Trl city:Longagas ermal .com g Lake State:MN Zip: Email: Contact Name:Ashley Brandt Phone: 16J- - CONTRACTOR: Michael Paul Design + Build Address: 3530 North Shore Drive city: Wayzata State:MN zip: 55391 Phone: 651.785.7719 Fax: Contractor License No: BC384886 Contact Name: Mike Phone: 651.785.7719 Email: mike@mpdesignbuild.com ARCHITECT: D.F.P. Planning & Design Address: 9100 Baltimore St NE, Suite 106 city: Blaine State:MN zip: 55449 Phone: 763.780.8004 Fax: 763.780.8015 Email: info 9dfpdesign.com Contact Name: Ky1e Phone: 763.780.8004 TYPE OF WORK: x❑New Construction []Deck ❑Re-Roof ❑Commercial E❑Residential El Change of Use ❑Pool []Re-Side EST.VALUATION OF WORK ❑Finish Basement ❑Retaining Wall ❑Fence $ bL-O,000 ❑Remodel ❑Porch ❑Shed sq ft Square feet ❑Addition ❑Demolition ❑Window/Door Replacement 5,457 []Garage-Attached/Detach []Plumbing-provide detail on Page 2 #being replaced Detailed Description of Work: I OAccessory Structure []Mechanical-provide detail on Page 2 ❑Misc Other Build a new single family residence. Signature of this application by the legal property owner or a licensed contractor,as the owner's representative,is required and authorizes the Zoning Administrator 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 that all information 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 1 choose not to proceed with the work.Permit expires 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 a permit or inspection,will be subject to a penalty. SIGNATURE OF APPLICANT: — l " DATE: PRINTED NAME: Michael P. LaUmann This is the signature of: []Owner or px Owner's Representative OCCUP.TYPE: CONST.TYPE: CODE: 2020 MRQ BLDG SPRINKLED Yes o VALUATION:$825 000.00 Permit Fee: $ Park Dedication: $ Plan Review Fee: $ qqC). SAC Charge: $ State Surcharge: $ WAC Charge: $ Site Inspection Fee: $ VrD Sewer Hook-Up: $ S.E.C. Fee: $ Lj Water Hook-Up: $ Investigation Fee/Other Fee: $ Sewer Trunk: $ i Copy Char a($.25 per 8.5x11 page) $ Water Trunk: $ 0 ense Check /Lead Check($5) $ Water Meter $ N SUB-TOTAL $ SAC or City Fee:$ Plumbing Fee(from Page 2) $ Other: $ twi Mechanical Fee(from Page 2) $ TOTAL DUE: $ IQ 01 LL Special Conditions/Required Setbacks: O Building Approval By: DATE: 1/6/2026 Printed Building Ap roval By: Derrick Wyman j8( License Verification❑ Lead Verification-Checked By: M City Approval By: DATE: Q Paid:10 Date: t Iq Receipt No. 1009. By: City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 PRING PARK Fax(952)471-9160 n La eYinneton•a Project Name: Date: 01/06/2026 Approval Status: Approved with Comments Jurisdiction: City of Spring Park Construction Type: ID: 25SP-00092 Applicant Name: MICHAEL PAUL DESIGN BUILD- MICHAEL P. LAUMANN Applicant Phone: (651) 785-7719 Applicant Email: mike@mpdesignbuild.com Jobsite: 4540 WEST ARM ROAD 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 4540 WEST ARM ROAD Page 1 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 PR►NG PARK Fax(952)471-9160 n Lake rYinnetonfia Plan Specific Items: Building:Approved with Comments-Derrick Wyman, dwyman@safebuilt.com PLANS DATED: 11/14/2025 PLAN SHEETS REVIEWED: 1-15 SCOPE OF WORK: New Single-Family Dwelling 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: 4540 WEST ARM ROAD Page 2 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 PRING PARK Fax(952)471-9160 n ca KeYinneton°a 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. 4540 WEST ARM ROAD Page 3 .�" City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 PRING PARK Fax(952)471-9160 n Ga•e Minneton°a 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: 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 4540 WEST ARM ROAD Page 4 .i^ City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952)471-9051 PRING PARK Fax(952)471-9160 n Lafie Minnetonka 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'/z 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 wait or floor assembly of wood-frame construction. vi. At wall and roof intersections. vii. Where exterior material meets in other than a vertical line. 4540 WEST ARM ROAD Page 5 .�" City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 PRING PARK Fax(952)471-9160 n La•e Minneton°a 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-Ceiling: 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. 3. 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%" 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). 4540 WEST ARM ROAD Page 6 .�" City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952)471-9051 PRING PARK Fax(952)471-9160 n Gafie YirnTeton a 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). 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. 4540 WEST ARM ROAD Page 7 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952)471-9051 PR►NG PARK Fax(952)471-9160 n La fie Yinneton°a 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. 4540 WEST ARM ROAD Page 8 .�" City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 PRING PARK Fax(952)471-9160 n Lake 141innetonka Hydronic Piping Systems 1. The potable water system shall be protected from backflow in accordance with MN Rule 4714. (MN Rule 1346.1206.3) 2. The flow velocity of the hydronic piping system shall be controlled to reduce the possibility of water hammer. Where a quick-closing valve creates a water hammer, an approved water-hammer arrestor shall be installed.The arrestor shall be located within a range as specified by the manufacturer of the quick-closing valve. (MN Rule 1346.1206.7) 3. Hydronic piping systems other than ground-source heat pump loop systems shall be tested hydrostatically at one and one-half times the maximum system design pressure, but not less than 100 psi.The duration of each test shall be not less than 15 minutes. (MN Rule 1346.1208.1) i. Exception: a. For PEX piping systems,testing with a compressed gas shall be an alternative to hydrostatic testing where compressed air or other gas pressure testing is specifically authorized by all of the manufacturers' instructions for the PEX pipe and fitting products installed at the time the system is being tested, and compressed air or other gas testing is not otherwise prohibited by applicable codes, laws, or regulations outside of this code. 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). 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 4540 WEST ARM ROAD Page 9 .ter' City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 PRING PARK Fax(952)471-9160 n Lake Yinneton°a 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. 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 120°F. (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: 4540 WEST ARM ROAD Page 10 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 PRING PARK Fax(952)471-9160 n Lake Yinneton°a a. Minimum 50#psi for 15 Minutes(MN Rule 4714. 609.4) b. 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M i PLANNING 6 DESIGN u`s:cavrAWir nc01°r . SPRING PARK, MINNESOTA �I I� M Phone: 952-442-7520 J W LLc Fax: 952-442-7521 Email: info@mnspect.com 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 as contact phone numbers and email addresses). • One digital/electronic set of all below listed items (plans and paperwork) 21 Structural building plans (floor plans and elevations) 21 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. 21 Roof/floor truss plan/layout 21 Residential New Home Construction Checklist (this form) completed and signed. 0 New Construction Energy Code Compliance Certificate • Worksheet E-1 ("Residential Combustion Air Calculation Method") • Table 501.4.1 form ("Procedure to Determine Makeup Air Quantity for Exhaust Appliances") 21 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. R1 Finished Basement 21 Deck ❑ 3-Season Porch O Gas Fireplace - Quantity: 2 ❑ Masonry/Wood Fireplace - Quantity: El 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. Michael Paul Design Build 1/5/2025 Applicant's Name Date _5� �l/ Residential New Home Construction Handout Page 1 of 8 Copyright©MNSPECT 2020,Rev.May 2023 New Construction Energy Code Compliance Certificate 1 ■ 1 ■ Date Certificate Posted Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel. 1 ■ , Mailing Address of the Dwelling or Dwelling Unit City ' 4540 West Arm Road Spring Lake Name of Residential Contractor MN License Number 1 t MP Design BC384886 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X �Active Fan) h fan and monometer or other system 0 device) am Y Location(or future location)of Fan: T � _ -2 o ATTIC N - C a 0 0- o m -o V -2 m D c a m m o d -0 -o u Insulation Location > o z U LL t LZ x o .2 o rn rn m E E `m o C Z o o Other Please Describe Here Below Entire Slab 10 x Foundation Wall 10 x R-15 Minimum Perimeter of Slab on Grade X Rim Joist(1 st Floor) 20 x Rim Joist(2nd Floor+) 20 x Wall 20 x Ceiling,flat 49 x Ceiling,vaulted 49 Bay Windows or cantilevered areas Floors over unconditioned area 38 x Describe other insulated areas Building envelope air tightness: Duct system airtightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.27 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 10.32 R-value MECHANICAL SYSTEMS Make-up Air Select aType Appliances Heating System Domestic Water Cooling System Heater X Not required per mech.code Fuel Type Nauural gas Natural gas Electric Passive Manufacturer Lennox Bradford White Lennox Powered Interlocked with exhaust device. Model EL296UH135XV48C RG2PV75H6N ML14XC1S048-230 Describe: Input in Capacity in 1 Output in 4 Other,describe: Rating or Size BTUs: 132,000 Gallons: Tons: AFUE or 96 0.069 SEER 14 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculatio 116,293 36,610 47,058 Cfm's "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 source heat pump with gas back-up furnace): Not required per mech.code Select Type X Passive X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 105 High: 1 210 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: I Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 5 "round duct OR 6" Flex Total ventilation(intermittent+continuous)rate in cfms: "mkt duct " I Ventilation,Makeup and Combustion P L U M 8 1 N 5 HERTING Air Calculations Submittal Form for New Dwellings (h, ii Input data Automatic cells(don't touch / Site address 4540 West Arm Road,Spring Lake, MN. Date Contractor MP Design 10/14/2025 Email Phone Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5.2) Square feet(Conditioned area including Basement -finished or unfinished) 5729 Total required ventilation 210 Number of bedrooms 5 Continuous ventilation 105 Directions-Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation R403.5.2.The table and equation are below. Table N 1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned Total/ Total/ Total/ Total/ Total/ Total/ space in sq.ft. continuous continuous continuous continuous continuous 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 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 1 215/108 5501-6000 150/75 1 165/83 180/90 195/98 210/105 225/113 Equation R403.5.2 (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-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. Page 1 Section B Ventilation Method Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Ventilator)-cfm of unit in low must not exceed Low CFM High CFM continuous ventilation rating by more than 100%. 105 210 Directions-Balanced ventilation systems are typically HRV or ERV's.Enter the low and high cfm amounts.Low cfm airflow 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 Schedule Description Quantity Location Continuous Intermittent Bath Exhaust fan(s) 6 Bathroom(s) 80 Kitchen hood(s) 1 Kitchen 400 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 (Describe operation and control of the continuous and intermittent ventilation) HRV will be interlocked with furnace/air handler Directions-Describe the operation of the ventilation system.There should be adequate detail for plan reviewers and inspectors to verify design &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 ERV 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 Passive(determined from calculations from Table 501.41) Powered(determined from calculations from Table 501.4.1) Interlocked with exhaust device(determined from calculation from Table 501.4.1) Other,describe: Location of duct or system ventilation make-up air:Determined from make-up air opening table NA Cfm Size and type(round,rectangular,flex or rigid) (NR means not required) Page 2 Directions-In order to determine the makeup air,Table 501.4.1 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 501.4.3.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 501.4.2.3. Table 501.4.1 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 an- One atmospheric vent Multiple vent or direct vent assisted appliances and gas of oil appliance or atmospherically vented appliances or no power vent or direct one solid fuel applance. gas or oil appliances or combustion appliances vent appliances solid fuel appliances Column A Column B Column C Column D 1.Use the appropriate column to estimate house infiltration. a) pressurefactor(cfm/sf 0.15 0.09 0.06 0.03 b)conditined floor area(sf)(includingunfinished basements) 5729 Estimated house infiltration(cfm) (1a x 1b) 859.35 2.Exhaust Capacity a)continuous exhaust-only ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) 0 b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaustrating(cfm)Kitchen hood typically(not applicable if recirclating system or if powered makeup air is electronically interlocked and matt to exhaust) 320.00 d)80%of the largest exhaust rating(cfm)bath fan typically(not applicable if recirculating system or if powered makeup air is electronically interlocked and matched to exhaust. Not applicable Total exhaust capcity(cfm) (2a+2b+2c+2d) 455.00 3.Make up air quanity(cfm) a)total exhaust capacity(from above) 455.00 b)estimated house infiltration(from above) 859.35 Makeup air quanity(cfm) (3a-3b) (if value is negative,no makeup air is needed) -404.35 4.For makeup air opening sizing,refer to table 501.4.2 Table on ext page not applicable 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 may also be 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 Makeup Air Opening Table for New and Existing Dwelling Table 501.4.2 One or multiple One or multiple fan One Multiple Duct diameter power vent,direct assisted appliances atmospherically atmospherically vent appliances,or and power vent or vented gas or oil vented gas or oil no combustion direct vent appliance or one appliances or solid appliances appliances solid fuel appliance fuel appliances 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 1 67-109 1 42-66 1 29-46 1 18-28 1 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 233-317 144-195 100-135 62-83 8 Passive opening w/motorized damper 318-419 196-258 136-179 84-110 9 Passive opening w/motorized damper 420-539 259-332 180-230 111-142 10 Passive opening w/motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup air >679 >419 1 >290 1 >179 1 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 Check a box Combustion air ❑ Not required per mechanical code(No atmospheric or power vented appliances) Size in inches O Passive(see IFGC Appendix E Worksheet E1) Flexible combustion piping ❑ 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 Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1,1346.6012 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information Input Btu/hr Furnace/Boiler: ❑ Draft hood ❑ Fan Assisted or Power Vent O Direct Vent 110,000 Check a box I Input Btu/hr Water Heater: ❑ Draft Hood p Fan Assisted or Power Vent ❑ Direct Vent 72,000 Check a box 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. Length X Width X Height Length 18.00 multiply by Width 8.00 multiply by Height 8.00 CAS volume ft3 11 2.00 Step 3:Determine Air Changes per Hour(ACH)1 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.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Year not known Total Btu/hr input of all combustion appliances Not for new home Input Btu/hr Use Standard Method column in Table E-1 to find Total Required volume(TRV) TRV: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 S. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances From step 1 above Input Btu/hr 72000.00 Use Fan-Assisted Appliances column in Table E-1 to find From table below RVFA:ft3 5625.00 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Not for new home Input:Btu/hr 0 Use Natural draft Appliances column in Table E-1 to find Not for new home RVNFA:ft3 0.00 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA RVFA 5625.00 plus RVNDA 0.00 equals TRV ft3 5625.00 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 S. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) CAS 1152.00 divided by TRV 5625.00 equals Ratio 0.20 Step 6:Calculate Reduction Factor(RF). 1 RF=1 minus Ratio minus Ratio 0.80 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 72000.00 (Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 Divided by 3000 24.00 Step 8:Calculate Minimum CAOA. CAOA 24.00 Minimum CAOA=CAOA multiplied by RF Minimum CAOA= Multipy by RF 0.80 Minimum CAOA 19.08 Step 9:Calculate Combustion Air Opening Diameter(CAOD) Square root CAOA 4.37 Multiply by 1.13 4.94 CAOD=1.13 multiplied by the square root of Minimum CAOA eguals CAOD 4.94 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. Page 5 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Method Fan Assisted or Power Vent Natural Draft 1994 to present 1994 to present 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2.This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. Page 6 C C _= 4540 West Arm Road 4540 West Arm Road, Spring Park, MN OUTDOOR DESIGN CONDITIONS Weather station: Minneapolis,Crystal AP Summer Outdoor F a) Summer Indoor F ® Design Grains ® Daily Range Winter Outdoor F ® Winter Indoor F Cooling RH Elevation (Ft) LOAD CALCULATION TOTALS HVAC System: Forced air Heated square footage Heating BTUH Cooled square footage Cooling BTUH Heated volume (above grade CF) CFM Cooled volume (above grade CF) Sensible cooling Exposed wall area (SF) Latent cooling SHR Load Calculation Cooling Heating 0 25,000 50,000 75,000 100,000 125,000 BTUH APPROVED ACCA MJ8 CALCULATIONS Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. All computed calculations are • ► estimates on building use, weather data, and inputted values . such a R-Values, window types, duct loss, etc. Equipment selections should meet both the latent and sensible gain as well as building heat loss. HEATING LOADS Section Area Heat Loss Heating Loads aboveGradeWalls 3,294 20,230 windows aboveGrade... belowGradeWalls 1,056 5,027 ventilation belowGrade_. ceilings 5, �729 9,739 infiltration ceilings doors 72 2,876 doors ducts 0 2,646 Floors ducts floors 5,979 48,948 infiltration 0 8,365 skylights 0 0 ventilation 0 6,115 windows 538 12,347 Totals 116,293 COOLING LOADS Section Area Sensible Latent Cooling Loads AEDExcursion 0 0 0 windows aboveGrade... aboveGradeWalls 3,294 3,873 0 ventilation appliances 14.3% appliances 0 6,731 0 plants ceilings belOwGradeWalls 1,056 0 0 occupants 121% 717VAIPi 6-4 doors ceilings 5,729 5,729 0 infiltration 1.9% floors doors 72 880 0 16.2% ducts 0 350 513 floors 5,979 7,610 0 infiltration 0 783 999 occupants 0 4,140 3,600 plants 0 0 750 skylights 0 0 0 ventilation 0 1,151 4,586 windows 538 5,364 0 Totals 36,610 10,448 FENESTRATION LOADS AED Graph(mid-summer) 7,500 5,000 2 o] 2,500 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 This graph represents hourly aggregrate fenestration loads in mid-summer. AED graph(fall) 4,000 2 2,000 m 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average'1.3 This graph represents hourly aggregrate fenestration loads in October. COMPONENT LOADS Above Grade Walls System Construction nr: 15B11-0w- Exposure: N Heating BTUH: 572 generated wall- x Area: 68 Cooling BTUH: 77 N U value: 0.099 8 inch brick,stone or concrete,Wood framing,R-11 cavity insulation,None board insulation. System Construction nr: 151B11-0w- Exposure: E Heating BTUH: 1,010 generated wall- x Area: 120 Cooling BTUH: 135 E U value: 0.099 8 inch brick,stone or concrete,Wood framing,R-11 cavity insulation,None board insulation. System Construction nr: 151311-0W- Exposure: S Heating BTUH: 1,212 generated wall- x Area: 144 Cooling BTUH: 163 S U value: 0.099 8 inch brick,stone or concrete,Wood framing,R-11 cavity Above Grade Walls insulation,None board insulation. System Construction nr: 151311-Ow- Exposure: W Heating BTUH: 1,010 generated wall- x Area: 120 Cooling BTUH: 135 W U value: 0.099 8 inch brick,stone or concrete,Wood framing,R-11 cavity insulation,None board insulation. System Construction nr: 12E-Os w Exposure: N Heating BTUH: 1,457 generated wall- Area: 252 Cooling BTUH: 298 N U value: 0.068 Frame Wall,Wood framing,R-19 cavity insulation,Stucco or Siding. System Construction nr: 12E-OS W Exposure: E Heating BTUH: 1,977 generated wall- Area: 342 Cooling BTUH: 405 E U value: 0.068 Frame Wall,Wood framing,R-19 cavity insulation,Stucco or Siding. System Construction nr: 12E-Os w Exposure: S Heating BTUH: 2,220 generated wall- Area: 384 Cooling BTUH: 454 S U value: 0.068 Frame Wall,Wood framing,R-19 cavity insulation,Stucco or Siding. System Construction nr: 12E-Os W Exposure: W Heating BTUH: 1,977 generated wall- Area: 342 Cooling BTUH: 405 W U value: 0.068 Frame Wall,Wood framing,R-19 cavity insulation,Stucco or Siding. Above Grade Walls System Construction nr: 12E-Os w Exposure: N Heating BTUH: 1,896 generated wall- Area: 328 Cooling BTUH: 388 N U value: 0.068 Frame Wall,Wood framing,R-19 cavity insulation,Stucco or Siding. System Construction nr: 12E-Os w Exposure: E Heating BTUH: 2,035 generated wall- Area: 352 Cooling BTUH: 416 E U value: 0.068 Frame Wall,Wood framing,R-19 cavity insulation,Stucco or Siding. System Construction nr: 12E-OS w Exposure: S Heating BTUH: 2,832 generated wall- Area: 490 Cooling BTUH: 580 S U value: 0.068 Frame Wall,Wood framing,R-19 cavity insulation,Stucco or Siding. System Construction nr: 12E-OS w Exposure: W Heating BTUH: 2,035 generated wall- Area: 352 Cooling BTUH: 416 W U value: 0.068 Frame Wall,Wood framing,R-19 cavity insulation,Stucco or Siding. Below Grade Walls System Construction nr: 15B11-0w- Area: 288 Heating: 1,371 generated wall- x N U value: 0.056 8 inch brick,stone or concrete,Wood framing,R-11 cavity insulation,None board insulation. Below Grade Walls System Construction nr: 15B11-Ow- Area: 240 Heating: 1,142 generated wall- x E U value: 0.056 8 inch brick,stone or concrete,Wood framing,R-11 cavity insulation,None board insulation. System Construction nr: 15B11-Ow- Area: 288 Heating: 1,371 generated wall- x S U value: 0.056 8 inch brick,stone or concrete,Wood framing,R-11 cavity insulation,None board insulation. System Construction nr: 15B11-Ow- Area: 240 Heating: 1,142 generated wall- x W U value: 0.056 8 inch brick,stone or concrete,Wood framing,R-11 cavity insulation,None board insulation. Ceilings System Construction nr: 16121-50 ad Area: 1,705 Heating BTUH: 2,899 generated Cooling BTUH: 1,705 ceiling. U value: 0.02 Ceiling under attic or attic knee wall, Asphalt shingles, Dark,R-50. System Construction nr: 16B-50 ad Area: 1,887 Heating BTUH: 3,208 generated Cooling BTUH: 1,887 ceiling. U value: 0.02 Ceiling under attic or attic knee wall, Ceilings Asphalt shingles, Dark,R-50. System Construction nr: 1613-50 ad Area: 2,137 Heating BTUH: 3,633 generated Cooling BTUH: 2,137 ceiling. U value: 0.02 Ceiling under attic or attic knee wall, Asphalt shingles, Dark,R-50. Skylights There are no components for this section. Skylight cooling BTUHs shown here are daily average values.See AED graphs for details of fenestration loads during the day. Doors Default doors for Construction nr: 11 Area: 24 Heating BTUH: 959 wall id 11656592 U Value: 0.47 Exposure: N Cooling BTUH: 293 Wood Door,Hollow Core. Default doors for Construction nr: 11 Area: 24 Heating BTUH: 959 wall id 11656628 U value: 0.47 Exposure: N Cooling BTUH: 293 Wood Door,Hollow Core. Default doors for Construction nr: 11 Area: 24 Heating BTUH: 959 wall id 11656627 U value: 0.47 Exposure: S Cooling BTUH: 293 Wood Door,Hollow Core. Floors System Construction nr: 21A Heating U Value: 0.02 Heating BTUH: 2,899 generated floor. Area: 1,705 Cooling BTUH: 0 Floors Basement floor,no Cooling U Value: 0 F Value: N/A floor insulation. System Construction nr: 19A- Heating U Value: 0.295 Heating BTUH: 17,758 generated floor. OCp Cooling BTUH: 3,117 Floor over enclosed Area: 1,887 Cooling U Value: 0.295 F Value: N/A unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System Construction nr: 19A- Heating U Value: 0.295 Heating BTUH: 20,110 generated floor. Ocp Cooling BTUH: 3,530 Floor over enclosed Area: 2,137 Cooling U Value: 0.295 F Value: N/A unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. Bonus area Construction nr: 20P-OC Heating U Value: 0.385 Heating BTUH: 8,181 Floor over open crawl Cooling BTUH: 963 space or garage,no Area: 250 Cooling U Value: 0.385 F Value: N/A floor insulation, Carpet or hardwood. Windows Default small Construction nr: 1G U Value: 0.27 Heating BTUH: 92 windows for wall Area: 4 sHGC: 0.32 Cooling BTUH: 30 id 11656592 Exposure: N Window,NFRC rated, Clear glass. Default medium Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 sHGC: 0.32 Cooling BTUH: 91 id 11656592 Exposure: N Window,NFRC rated, Clear glass. Default large Construction nr: 1G U Value: 0.27 Heating BTUH: 826 windows for wall Area: 36 SHGC: 0.32 Cooling BTUH: 272 id 11656592 Exposure: N Windows Window,NFRC rated, Clear glass. Default small Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 SHGC: 0.32 Cooling BTUH: 91 id 11656628 Exposure: N Window,NFRC rated, Clear glass. Default medium Construction nr: 1G U Value: 0.27 Heating BTUH: 826 windows for wall Area: 36 SHGC: 0.32 Cooling BTUH: 272 id 11656628 Exposure: N Window,NFRC rated, Clear glass. Default large Construction nr: 1G U Value: 0.27 Heating BTUH: 2,479 windows for wall Area: 108 SHGC: 0.32 Cooling BTUH: 815 id 11656628 Exposure: N Window,NFRC rated, Clear glass. Default small Construction nr: 1G U Value: 0.27 Heating BTUH: 138 windows for wall Area: 6 SHGC: 0.32 Cooling BTUH: 94 id 11656630 Exposure: E Window,NFRC rated, Clear glass. Default medium Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 SHGC: 0.32 Cooling BTUH: 187 id 11656630 Exposure: E Window,NFRC rated, Clear glass. Default small Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 SHGC: 0.32 Cooling BTUH: 210 id 11656627 Exposure: S Window,NFRC rated, Clear glass. Default medium Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 SHGC: 0.32 Cooling BTUH: 210 id 11656627 Exposure: S Window,NFRC rated, Windows Clear glass. Default small Construction nr: 1G U Value: 0.27 Heating BTUH: 138 windows for wall Area: 6 sHGC: 0.32 Cooling BTUH: 106 id 11656629 Exposure: W Window,NFRC rated, Clear glass. Default medium Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 sHGC: 0.32 Cooling BTUH: 213 id 11656629 Exposure: W Window,NFRC rated, Clear glass. Default small Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 sHGC: 0.32 Cooling BTUH: 91 id 11656800 Exposure: N Window,NFRC rated, Clear glass. Default medium Construction nr: 1G U Value: 0.27 Heating BTUH: 826 windows for wall Area: 36 SHGC: 0.32 Cooling BTUH: 272 id 11656800 Exposure: N Window,NFRC rated, Clear glass. Default large Construction nr: 1G U Value: 0.27 Heating BTUH: 3,305 windows for wall Area: 144 sHGC: 0.32 Cooling BTUH: 1,087 id 11656800 Exposure: N Window,NFRC rated, Clear glass. Default small Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 sHGC: 0.32 Cooling BTUH: 187 id 11656802 Exposure: E Window,NFRC rated, Clear glass. Default medium Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 sHGC: 0.32 Cooling BTUH: 187 id 11656802 Exposure: E Window,NFRC rated, Clear glass. Windows Default small Construction nr: 1G U Value: 0.27 Heating BTUH: 138 windows for wall Area: 6 SHGC: 0.32 Cooling BTUH: 105 id 11656799 Exposure: S Window,NFRC rated, Clear glass. Default medium Construction nr: 1G U Value: 0.27 Heating BTUH: 551 windows for wall Area: 24 SHGC: 0.32 Cooling BTUH: 420 id 11656799 Exposure: S Window,NFRC rated, Clear glass. Default small Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 SHGC: 0.32 Cooling BTUH: 213 id 11656801 Exposure: W Window,NFRC rated, Clear glass. Default medium Construction nr: 1G U Value: 0.27 Heating BTUH: 275 windows for wall Area: 12 SHGC: 0.32 Cooling BTUH: 213 id 11656801 Exposure: W Window,NFRC rated, Clear glass. Window cooling BTUHs shown here are daily average values.See AED graphs for details of fenestration loads during the day. Ventilation HRV Heating SER: 0.68 CFM: 210 Heating BTUH: 6,115 Sensible SER: 0.68 Sensible BTUH: 1,151 Latent LER: N/A Hot water piping There are no components for this section. Ducts Bonus and sunroom EHLF: 0.492 Heating BTUH: 2,646 Open Crawl Space,Garage-Trunk and Branch ESGF: 0.199 ELG: 513 Sensible BTUH: 350 Latent BTUH: 513 Infiltration Leakage Category: Tight NCFM 92 Heating BTUH: 8,365 Heating: Sensible BTUH: 783 NCFM 46 Latent BTUH: 999 Cooling: Blower Motor There are no components for this section. Winter Humidification There are no components for this section. Occupants Nr.Occupants: 6 Sensible BTUH: 1,380 Latent BTUH: 1,200 Nr.Occupants: 6 Sensible BTUH: 1,380 Latent BTUH: 1,200 Nr.Occupants: 6 Sensible BTUH: 1,380 Latent BTUH: 1,200 Appliances Color television Quantity: 1 Sensible BTUH: 683 Appliances Latent BTUH: 0 Computer and monitor Quantity: 1 Sensible BTUH: 538 Latent BTUH: 0 Light Fixture- 10OW Quantity: 3 Sensible BTUH: 1,023 Latent BTUH: 0 Color television Quantity: 1 Sensible BTUH: 683 Latent BTUH: 0 Computer and monitor Quantity: 1 Sensible BTUH: 538 Latent BTUH: 0 Light Fixture- 100W Quantity: 3 Sensible BTUH: 1,023 Latent BTUH: 0 Color television Quantity: 1 Sensible BTUH: 683 Latent BTUH: 0 Computer and monitor Quantity: 1 Sensible BTUH: 538 Latent BTUH: 0 Light Fixture - 10OW Quantity: 3 Sensible BTUH: 1,023 Latent BTUH: 0 Plants Plant Size: medium Quantity: 5 Latent BTUH: 100 Plant Size: large Quantity: 5 Latent BTUH: 150 Plant Size: medium Quantity: 5 Latent BTUH: 100 Plant Size: large Quantity: 5 Latent BTUH: 150 Plant Size: medium Quantity: 5 Latent BTUH: 100 Plant Size: large Quantity: 5 Latent BTUH: 150 ROOM DETAIL Room name: Lower level Heated square footage CW Total Cooling BTUH Cooled square footage (10 Total Heating BTUH Heated volume (above grade CF) ® CFM Cooled volume (above grade CF) ® Exposed wall area (SF) Load Calculation Cooling Heating 0 5,000 10,000 15,000 20,000 BTUH AED Graph(mid-summer) 600 400 2 m 200 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 AED graph(fall) 200 100 F- 00 0 -100 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average 1.3 ROOM DETAIL Room name: Main level Heated square footage CM Total Cooling BTUH Cooled square footage Total Heating BTUH Heated volume (above grade CF) CFM Cooled volume (above grade CF) Exposed wall area (SF) Load Calculation Cooling Heating 0 10,000 20,000 30,000 40,000 BTUH AED Graph(mid-summer) 3,000 2,000 m 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 AED graph(fall) 2,000 1,000 m 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 ROOM DETAIL Room name:Upper level Heated square footage ® Total Cooling BTUH Cooled square footage ® Total Heating BTUH Heated volume (above grade CF) CFM Cooled volume (above grade CF) Exposed wall area (SF) Load Calculation Cooling Heating 0 20,000 40,000 60,000 BTUH AED Graph(mid-summer) 4,000 2 ti 2,000 m 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average'1.3 AED graph(fall) 2,000 T 1,000 m 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 CITY OF SPRING PARK NEW CONSTRUCTION CHECKLIST SITE ADDRESS: PERMIT #: 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 © © 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 Condition of water shut-off/service (mark with contractor's stake) 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) 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 LEGAL DESC TTON: nA EmIdy 65f offw pm of La 10,111-12,T.—oft--tDim Park,lying Northerly offe Oml ONE- �r x 2'e000 m SM right of-way lint Of the SL PAW.Mimm lie and Mtmt b Rai lwar Cvmpmy I-Burlingmn Nonhem)v .h te,�bi,N vvatl W v no 2WY PoSt.8'oat Spinet. the re._is mw ltttd mW 1IAWi,hW aaM mmu evd 1F taW 65 fw being m.vurtd,tight m 1-. _ G cam• ^rim fe Eanerl I.e ofuid La 10T tfa wish m evemcm fa •dam unnlRw.ued.,mn wben ce,bl„Iea na A..,n,1I r a priv.m mind met ma a<mm the sontneml to s.e..m1 a s�anm.wm� M wa a_ Mwn wmn 7 aorzxnE rAgge-owaAP rAErec f pure offrprt of[ 8mW f.Soul 10 It,offmpm of Lm9.10.11,aM 12,B1m412in 1M1e be rtplvW a=rm.ne.<m.1 y•m+r � ma®mew m ��• ry muu 6'NaFLSgpAT2'M11- Town yofLmgaun Prk lying Nwf of drc right-of way of the St.P,W.M.nnpoli,and MmitoM1a Railway aaq KSM REKCM'Ep O,fR.ap 20q'xRE raBwC Comp my(now Budingum N.M.)tAb 6"aN0 uS,Ew aT 2'MRFYNS ur raBRM M RrE 0£wp1 ss the acme Ie now k,mM and uublifM over aM wrou aid IW. 3' SASMC AWM02a¢mEMM I.y < rev ea Mulvn mu SAarut TRERDI wm .m m - ^n nnv en.n=m 3 31'i TAAHD RAiltlfa(504 SCOPE OF WORK At LO.RTATIONS I Sh.w1ng f.Imgth and dirtaim of bomdary lino of,h,legal d-pti HAIM above The wope of ov i r uRom _ m Lake �t1T10t� REc^rc' "w'0f doe mt.clod.dmmm..g what you own,which„I gW Plow e k the leg,l ^• '^^^ .d .w.wn nu pin ewe°wa b0. ao gma do.rgnan wM yom rmoMt or onmh whh A.canpenm kgW m umel to m sme e fr i TT a1W tb mmcn t my of=t«h raemlmu.lM1u you 'f be' 1 dM fe.-y . e fo wee ww �nw r� .r I°,m cr� 2 Sh oy�A E ,n1TA � I e ) Scfgh « nammwmmh survey marten or verifying<vsting,urveY matt.to catablif the mmm o(fe pmperry. aunpaw.rsu -- n66.19-- >n I 4. This a rvcy hm bun<omplorcd wnhow fc brn.fit of a Avncm lid.Lmmmit.L Thm may be ev It ml.,y m mbb.Pmwm•ai+<n�v m.mn a-.Po.J oraa ry&55T'M'E u aIher a«umbrmcet fm would be rcveelM by a cuuent titk comet t.Thmforc Ni.6 .un An u5e,;n,b.li ncwm,en n�m ui.rcw.olwro^a^° me �waoemnn I 1tlII: rpa rt&vlt m mvcy d«,not purpon 10 show my cssemenu or eaumbrmcu ofer fm tie olra shown herron. I .q2a a emrr_ —I P0526 W1w RXrLS 5. Note fat all building di.cuim,and building tie ai-i..t to fe property I.u,art ukm fmm fe Siu tbllbe keMd..i v.Il m.n ne.Loin_vmPalr m vvm till b< mks --�n{�v shPPORr PoST AV A. mli,mdm meta of thin building. nmm ab bevae.e mr do Ivfn.m yr nv.x mwtn, ,pow _""w�.>-.__ M,FE RF5 ore mama wm,APca,mwmmm�°n' "axe. - SILT FENCE bin Sh 'rig and ubulating impmiom earl coverage of fe lot(a your rcvicw and for them w of each k do u ea nt p ur gOvemmental a8rn.n fm mar 11ay.pritdimon ovm thew rtyui.—to vmfy fey arc a-wy <n<y(MM:aledn�e m ewdud•n un v n. e n a�qp innenn^vn^e Cmmvl naneh..u15--- : NO SCALE abwn before proceeding wif plmni.g myf.g(m Ihi,site.Alw.we,how WI M1aM tw(w<item ss +'.,Yin l001 hmdeover.The Ahm«-AAA Nu fe Art de in ma [1h.hardewer item[ inw<n vn a wmny em•+a anw mr,vnrvl wvu.uSn I edl nuto.cmmw mg /�__ Y Ym rtai Y na e.mt,Fin.° y.epun imm eiveH.Ae wpnn^n be•nvI M A"..v1.en- awe 'w1 ss 1 kM tT.k Nat i,fe caw,let m Imow and we cm Ipdm.fe aurvry ecmM.gly.U.F. win m vnfmm a nrot keep uack of all of the Airy rcquiremrnu v f<Y art ever changing.We find i1 bet m,how all of 1h Ma.Mrtam itm.m loox n.Mmv... T. shnw;ng.ievmiom on the,i,t m wlmM I«aim,a give some indicmim of fe topography of fe sac. n .• �mAa_-7% `' pin`1 L b �/ We have elm pmvid.d a bench.m for yom ux.prov-idMnonetMa eurvey rl:wefrt beneM1mark vain ".,wt e••e nod m aw wezl.mall be dnn.e xrom v g rnem roe w _- `n+�e - n�ttr � iP0 0.0P0 /� - .Ifnaa.my.Me The elevmima shown r.late oral fin b l-AtTk °n Me ch�tml.sst Fn.ofm(emmc ehownmfe,mvry wh<n delami.ng obey el<vmion fro uw on this Bite Maaw<,Iwl be yplieame.vb.dau•mm,wul au.tm^ewaa. m -�i __ Jam/ 'sa' orbel beg.n g m - c<e by wwten rod= be H '_ *", n. ' w R !rim g While we ho propawd r dd home or addlum,we ere na ss r dim wf yDa proposed w be m.ppmv a C.ml rot _ //�' p'M - plm,v y Y h- t f bu lder Review«r propmed I.-of fin tmprovmwn and D-)d ua^da.d. _ yer�u�5 rrr.. ) j�3•N N auks �.•WN` propo d yaM Bud flly 'fy M1 th Y h y plmt be(m conwmm kIti.. Al.,we d d - nwnee - wand na1 ss( T [h«al M M -mum rcq u f<Imal building erW inning olfindg rove m a ,day. ei ,ma(win ) r -_ hi c erry Bea h w o TD e ffi',le,o my aef.r DR1.als fat may have n vv o w•.nii o WASNED jmi-i n ov fin p.Dmed mp.vem Ana Main f it app-v,Win beginning wnatrumm m b 0ewuem Or'rm.ywnn sere w.me 22-I I I v m wslvi m tine. •'°I sttc� ROC plvuti�impovwn 10 fe Px Tty 9. Vy6ile he.ldinged I.0 p dw r City ityo raf Spring Park wb wfie O1" a,ter.wa..m1 vet m°'p^1n�a 1.dtY."m°m'wbo'°"."l6'•"dO"dam Td"s`m�e e°•`m o^^na wry to h,tpp cty ' b rt w fin wbwk I.o Amw -Dcdy.D fkBEORetthi,rry dttimA yf.g bun ^ryM1 �r"I '• „ ROCK0.A��F•�C rre[rv. _"; CONSTRUCTION ENTRANCE by NO SCALE STANDARD SYMBO[SACONVENTIONS. ""v mmngr nmeuy = ¢zppa.8..®��// , d� '�'Denass um,weY marka.,eR uNem aherwiw rated. w lmry mofASspr.{Pot swtmemnu"1—Wvofwvryvle epoCa mm wW;.[wm pmp•dYdme. rya/K+�wS� h0 nY<e..diJ p.a;n[wben mmpl.ed namrnamg.vl be mmgvm H.IwwB nremaan .xmlra to�aR ro oiirbed aMnu aM.ln pmlmrirnWMw won=mml dwin.•YWlbe d:waw cPn Exlstin � o^uOGv j �`m'a -ul ra r mwlai.cnvap..n aumw.am-1 ouncd.mdr me.IlvmaoM.ma norm.vanm4 Owe/%rig /a¢'e ra aarrza to.vew tyro .cmnaan.wlrmm w+ivadninw.or.�inw zx•lop.aw.r 6mo lnavmr wad;.e. FRavaffp xTAmrz wAu - C� _ /a�sr se.•Rc m>, a ' 52( r}, zo g Exishny 10 mina p b � � aAY��R�ns sly r EXI8TIN0 IWIO 1,74 PROPOSED—OVER LEGEND X u 1,148 Sy.Ft. Npua, 2,80S Sq.Ft. Nina a"°r +Va No.w N g5%'!5'w'•� `�` ----L_ Ea1[tinp O..t 14)Sq.Ft. It.Ont Stoop 83 9q.Ft. EXr52atG'4iFtOr ---950--- GorleaE Suaf..a, 1,843 SO.Fi. D-3Gnaan Porch 188 Sq.F1. west het rk' EA25RW'¢pr E2EPAgYAv r am.S 8ltwirloua Ro,d 41B Sq.Ft. O.ivewaY 1,312 3q.Ft. Arne Pay.H 41It Sq. tin Walla 02 Sq.Ft. dWS a Sq.F Bitwimua woad T02 9Q.Ft. Shade 69 Sq.F1. pAYJ<ngp snr E1EVA)AOY gWI.J--' Mt.Wall{ 214 Sq.Ft. TOTAL FR TO NMODOVER 4,933 q.Ft. AREA OF LOT L01 TO OWt8,438 S sq.Ft. OP-a A4RON-am TOTAL EXIST-NVIODOVER 4,947 Sq.F<. ARFA OF LOT TO DIM 18,138 Sq.Ft. PEROER)AGE OF NAROOOVEP TO LOT 30.0k Ar rEN(F/90 RIYL �$F— PERGENTAOE OF NAROCOVER TO LOT 30.0\ DAM Kl-DESCRIPRON pUWINGONENTATIONgBGIE 1-1 mtmr mar.1,1111 1I-T CIIENTNANEIJOS ADORES$ as prtpaRm ev uL OR ur lwxn 91MRv5XM SLEET TIRE SLEET 91ff 22 X 34 11-25 ADDED MrDEE.FON mENCME$ Advance rRg;;,�p KSym I-a_25 REMD,IED DEGg Faaw R< � BECKY BRANDY '°°'�` PROPOSED SURVEY SNEETNO. Serve a E OASE4w0EYF0 ANr a za25 t-5-25 ApOFD tW-yEM ROOD EtEvanIXu N f'Ir2,q �y2ee009 CO. 13-4-25 A EXISTING OWWNG PERIMETER 4540 WEST ARM ROAD v I.n,a e.�k.N.4uw Mt m'�M�" IMUWNp NIA1SER 00m SCME t•a30 utF•ealn MlE0MFlE0' OC)OBER 24.At5 z-to-x3 upoAlEo oRlkEw.y.REwsEo we.REMokEo smM.Mwr. o m 4G SPRING PARK, MN �°�•TM'•�°^M=^^e•a•� 251256 1R ® eo. si (-T414-t�% OCTGBER 24,2(F23 ETIOFt RECEIPT City of Spring Park ,f-+ 4349 Warren Ave, Spring Park, MN 55384 (952)471-9051 SPRING PARK 25SP-00092 I New Single Family House (Residential IRC-1) On Lake Yinneton�g Receipt Number:513 Payment Amount: $10,964.80 January 8,2026 Transaction Method Payer Cashier Reference Number Check Timberidge Builders Jamie Hoffman 1002 Comments Assessed Fee Items Fee items being paid by this payment Assessed Fee Item Account Code Assessed Amount Paid Balance Due On 12/31/25 Contractor License Look-up $5.00 $5.00 $0.00 12/31/25 Residential Site Inspection $50.00 $50.00 $0.00 12/31/25 State Surcharge $412.50 $412.50 $0.00 12/31/25 SEC New Home/Commercial $495.00 $495.00 $0.00 12/31/25 Residential Plan Review $3,940.30 $3,940.30 $0.00 12/31/25 Residential Building Permit $6,062.00 $6,062.00 $0.00 Totals: $10,964.80 $10,964.80 Previous Payments $0.00 Remaining Balance Due $0.00 RECEIPT City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 (952)471-9051 SPRING PARK 25SP-00092 1 New Single Family House (Residential IRC-1) On GaffeYinnetonka Application Info Property Address Property Owner Property Owner Address Valuation 4540 WEST ARM ROAD ASHLEY BRANDT/BECKY J 4540 WEST ARM ROAD $825,000.00 SPRING PARK, MN 55384 BRANDT SPRING PARK, MN 55384 Description of Work BUILD A NEW SINGLE FAMILY RESIDENCE. r moore Two Carlson Parkway, Ste 110, Plymouth, MN engineering, inc. 55447 P: 612.355.7726 Applicant: 4540 West Arm Road Permit Contact: Michael Laumann, Michael Paul Design Build Purpose: The applicant proposed to build a new residential building on their lot. Site Information: The lot has 16,436 square feet total with 4,947 square feet of existing impervious. The proposed conditions would have 5,219 square feet of impervious for a total lot coverage of 31.7 percent impervious. Recommendation: Incomplete Conditions: 1. Submit soil borings within the footprint of the proposed stormwater BMPs to confirm: o The infiltration rates of underlying soils. o If seasonally saturated soils are within three feet of the bottom of the proposed BMPs. 2. Submit stormwater modeling to confirm: o Stormwater runoff rates for the 2-, 10-, and 100-year events do not increase when compared to existing conditions. 0 100-year high water levels are not within two feet of the low opening of adjacent structures. 3. Submit local watershed maps for the stormwater BMPs to confirm drainage areas. Exhibit: 1. 2511256-4540 West Arm Rd Spring Park-S1 REV 11-5-25, 10/24/25, 1 Sheet, Submitted by Michael Laumann Page 11 Findings Due to the proposed conditions of the site having more than 30 percent impervious coverage, a stormwater management plan must be provided. 1. Stormwater—The applicant is proposed the following BMPs: Proposed BMP Location Pretreatment EOF Volume Provided Trench 1 Front of Dwelling Grass buffer 952.0 244 Trench 2 Back of Dwelling Grass buffer 931.9 282 Total Provided 526 Total Required 435 Water quality treatment BMPs do treat a volume greater than 1"over the new impervious surface but it is unknown if the BMPs with drawdown within 48 hours. The treatment volume of 435 cubic feet is treated onsite. Adequate pre-treatment for the infiltration basins has been provided. Soil information for storm water treatment practices has not been provided. It is unknown if the season high water level is within 3-feet of the proposed BMPs bottom. Underlying soils are unknown. 1 11 Area Existing Proposed Existing Pm _posed Existint. , Proposed The submitted information does not show if rate control has been met. It is unknown if two feet of separation from the stormwater BMPs and the low opening of structures has been provided. Moore Engineering Page J 2