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Permits - Permit# SP-2020-00061 - 4317 Channel Road - 1/1/2020CUTY OF Ri�� i1IINNI$OTA To Schedule an Inspection Call: 952-442-7520 City of Spring Park Permit Permit Number: SP-2020-00061 Issue Date: 10/8/2020 Zoning Type: RESIDENTIAL Use Type: IRC-1 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS MON-FRI: 8AM-4:30PM NO HOLIDAYS Details Site Address: 4317 CHANNEL ROAD, SP, MN 55384 Description: Garage and House Addition Permit Granted To: Destiny Homes Inc Permit Type: BLDG -Addition (Residential) Homeowner's Name: PATRICK 8� HANNAH BERRY Permit Exp: 1/18/2021 Phone Number: 612-202-1265 Valuation: $132,498.72 Parcel #: 1911723120033 Fees (5) Receipt•• Date Quantity Date Paid Status Pmt Info Amount 10279 SEC 7/22/2020 1.00 10/8/2020 Paid Check:37540 $79.50 10279 License Lookup 7/22/2020 1.00 10/8/2020 Paid Check: 37540 $5.00 10279 State Surcharge 7/22/2020 1.00 10/8/2020 Paid Check: 37540 $66.25 10279 —Permit Fee 7/22/2020 1.00 10/8/2020 Paid Check: 37540 $1,506.30 10279 Plan Review Fee 7/22/2020 1.00 10/8/2020 Paid Check: 37540 $979.10 Total: 1$2;636 1-5'. Notes • This permit is issued in accordance with and subject to all provisions of Ordinances and policies governing building and zoning in City of Spring Park. • Permit Holder/Contractor/Owners Agent is responsible to call for the inspections! • Permit Packet, including approved plan, and this inspection record must be posted in an accessible location before calling for inspection. Maintain this inspection record until work is complete. • No deviations from the approved plans are allowed without prior consent from the building inspections department. • To Owner, Occupant, or Contractor: It is ILLEGAL TO OCCUPY this area/building until all required final inspections have been made, approved, signed, and certificate of occupancy issued! M. Scott Qualle, Building Official City of Spring Park #4349 Warren Avenue • 55384 Copyright ©2020 INSPECTION RECORD 2020 MN State Building Code CitV of SDrina Park Permit Number: SP-2020-00061 SITE ADDRESS: 4317 CHANNEL ROAD, SP, MN 55384 PERMIT TYPE: BLDG - Addition (Residential) Garage and House Addition ZONE/USE TYPE: RESIDENTIAL IRC-1 APPLICANT: Destiny Homes Inc OWNER: PATRICK & HANNAH BERRY Issue Date: 10/8/2020 Description: No inspection will be performed, and a re -inspection fee will be charged, if this "Inspection Record", the "City of Spring Park Permit', and, when applicable, the approved plans are not available to the inspector. This permit expires if construction activity does not commence within 180 days from obtaining this permit; when construction activity has been suspended or abandoned for at least 180 days; or the work has not been inspected within 180 days from the last documented activity. IF SEPARATE PERMITS ARE REQUIRED, REFER TO THE -SEPARATE PERMITS REQUIRED FOR:" STAMP ON YOUR APPROVED PLANS/CONSTRUCTION DOCUMENTS TO IDENTIFY WHAT SEPARATE PERMITS ARE REQUIRED. ALL REQUIRED ROUGH -IN INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A FRAMING INSPECTION. ALL REQUIRED FINAL INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A BUILDING FINAL INSPECTION. DO NOT COVER ITEMS TO BE INSPECTED. Permit Card (9) Footing Required Poured Wall/Core Fill Required Foundation Pre-Backfill Required Under -Slab: Soil Gas Retarder / Vapor Barrier Required Wall Bracing Required Framing Required Insulation & Vapor Barrier Required Wallboard (Fire -Rated Assemblies) Required Final Required MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY: 8:00 A.M. TO 4:30 P.M. MOND" THRU FRIDAY. PHONE NUMBER TO CALL: 952-442-7S20 When a Certificate of Occupancy is needed, return this card and the approved final inspection notice to the City of Spring Park office. IJ CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue SP-2020-00061 Spring Park, MN 55384 ❑ Handout Given Phone: 952-471-9051 Fax: 952-471-9160 El Lead Handout Given Routed to MNSPECT SITE ADDRESS: 4317 Channel Road PID: 1) Was the home constructed before 1978? (YES ❑, continue with line 2, NO ❑ continue without completing EPA Section) 2) Will the work disturb 16 sq ft of interior painted surfaces or z20 sq ft of exterior painted surfaces? (YES ❑ go to line 4, NO ❑ line 3) 3) Are there any windows being replaced? (YES o, go to line 4, NO ❑ continue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES ❑, you MUST Attach Certification Information, NO ❑ complete line 5) 5) EPA Contractor Certification Number. NAT - (applies to contractor only) OWNER: Hannah & Pat Berry Park State: MN 7ia 55384 Homes - Butch State: MN Tin rise No: BC530986 tmati: outcn(apaestiny-nomes.com ARCHITECT: Mitch Littfin City: State: Zip: Email: mlittfin@hotmail.com TYPE OF WORK: ❑ New Construction ❑ Commercial 4 Residential o Change of Use EST. VALUATION OF WORK ❑ Finish Basement $ 30, 000, ❑ Remodel Square feet: 1Addition o Garage-Attached/Detach fled Description of Work: 4317 Channel Road 600 Twelve Oaks Center Drive # 656 952-479-7653 Fax: Jame: Butch Sprenger Phone:612-801-7244 320-224-7844 ❑ Deck ❑ Pool ❑ Retaining Wall a Porch o Demolition ❑ Plumbing -provide detail on Page 2 ❑ Mechanical -provide detail on Page 2 ❑ Re -Roof ❑ Re -Side ❑ Fence ❑ Shed ❑ Window/Door Replacement # being replaced s gnarure or inn appucation by the legal property owner or a licensed contractor, as the owners 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 at work performed will be In accordance with approved plans, specifications and conditions and to abide by at 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 1 choose not to proceed with the wodk. Permit expires when work r� Is not commenced within 180 days from date of permit or B 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. Noise Ordinance In Effect: MONDAY - FRIDAY Before 7 a.m. and after 10 p.m. Weekends/Holidays before 7 a.m. and after 8 p.m. J O W rn to V LL a O NAME: OCCUR TYPE: IRG-1 CONST. TYPE: N/A COE VALUATION: $ 132,498.72 Permit Fee: $ 1506.30 Plan Review Fee: $ 979.10 State Surcharge: $ 66.25 Site Inspection Fee: $ S.E.C. Fee: $ 79.50 Investigation Fee / Other Fee: $ Copy Charge ($.25 per 8.5 x11 page) $ License Check ($5) / Lead Check ($5) $ 5.00 SUB -TOTAL $ 7636.1 S Plumbing Fee (from Page 2) $ 76.00 Mechanical Fee (from Paae 21 $ 143.50 (Special Conditions/Required Setbacks: Building Approval By. Printed Building Approval By NICk QUaIIe City Approval By Paid: J, BSS.G5 Date: /D-`7-oi6a This is the signature of: ❑ Owner or ❑ Owners 0 MRC BLDG SPRINKLED Yes I WAC Charge: $ Sewer & Water Hook -Up: $ Sewer & Water Disconnect: $ Water Meter. $ Muni SENVA Fee: $ *2016 SAC Escrow: $2 48.5 Other. $ TOTAL DUE: $ 'NOTE: Commercial plans will be submitted to the Met Council Environmental Svcs for SAC determination. Escrow payment will be required when permit Is Issued. If after Met Council review no SAC Is determined, escrow will be refunded In full. DATE: 10/05/2020 JK License Verification ❑ Lead Verification - Checked By. NO Receipt No. By. DATE: Poor Quality,Document Disclaimer The original or copy of a document or page of a document presented at the time of digital scanning contained within this digital file may be of substandard quality for viewing, printing or faxing needs. 5 SPRING PARK On Lake 9Vinnetonka October 5, 2020 Permit Number: SP-2020-00061 Project Name: Destiny Homes 600 Twelve Oaks Center Dr #656 Wayzata, MN 55391 Scope: Residential Code Review of a new garage and house addition to an existing home located at 4317 Channel Rd. Inspections: 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 between the hours of 8:00 a.m. and 4:30 p.m., Monday through Friday. The plans and specifications for the project named above have been reviewed for substantial compliance with the current Minnesota State Building Code. The review is limited to the submitted scope of work and 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. The responsibility for the design of structural features must be taken by the project designer. Any changes from the submitted plans and specifications shall be reviewed and approved by the Department of Building Safety. Approval is based on the correction of all noted deficiencies and compliance with all applicable items listed below. The following information is related to the submitted plans/scope as general information and/or code compliance requirements. Compliance with the stated requirements shall be verified during the construction process. Any changes to the plan and any required additional information shall be provided to this agency for code -compliance review and approval, prior to its installation. General Information: 1. Applicable Codes: a. 2020 MN Residential Code (MRC) (2018 IBC as amended) b. 2020 MN Special Provisions (MSP) c. 2015 MN Energy Code (MREC) (2012 IECC as amended) d. 2020 MN Mechanical Code (MMC) (2018 IMC as amended) e. 2020 MN Fuel Gas Code (MFGC) (2018 IFGC as amended) f. 2015 MN State Plumbing Code (MPC) (2012 UPC as amended) g. 2017 MN Electrical Code (MEC) (NFPA 70) 2. Separate permits are required for: a. Electrical b. Mechanical c. Plumbing City of Spring Park 4349 Warren Avenue, Spring Park, MN 55384 Phone: (952) 471-9051 / Fax: (952) 471-9160 / Web: www.ci.spring-park.mn.us 3. The field inspector may identify additional code compliance requirements. Any additional identified code compliance requirements shall be completed. Specific Code Items to Be Addressed During Construction: 1. See approved plans, attached paperwork, and items listed below. The below items are commonly missed items that require correction following inspections. These are provided for your benefit and may or may not apply specifically to your project. Items or sections new to the 2020 Code are Italicized. MN Residential Code: 1. Overhead garage doors shall meet the wind loading requirements as determined by the code. (R301.2.1) 2. The under -floor grade shall be cleaned of all vegetation and organic material. All wood forms used for placing concrete shall be removed before a building is occupied or used for any purpose. All construction materials shall be removed before a building is occupied or used for any purpose. (MRC R408.5) 3. 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 and fluid applied flashings shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashing shall be installed at all of the following locations: (MRC R703.4) a. 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: i. 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; ii. in accordance with the flashing design or method of a registered design professional; and in accordance with other approved methods. b. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. c. Under and at the ends of masonry, wood, or metal copings and sills. d. Continuously above all projecting wood trim. e. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood -frame construction. f. At wall and roof intersections. g. At built-in gutters. h. Where exterior material meets in other than a vertical line. i. 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. j. At the intersection of the foundation and rim joist framing when the exterior wall covering does not lap the foundation insulation. 4. 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. (MRC R703.4.1) 4( a. Exceptions: i. Windows or doors installed in accordance with the manufacturer's installation instructions which include an alternate flashing method. ii. Windows or doors in detached accessory structures. iii. Skylights, bow or bay windows. iv. Doors required to meet accessibility requirements that would prevent the installation of pan flashing. v. Repairs or replacements of existing windows and doors vi. When a method is provided by a registered design professional. 5. 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. (MRC R903.2.1) 6. 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. (MRC R302.11) 7. Smoke alarms shall be installed in the following locations: (MRC R314.3) a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. c. 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. d. Smoke alarms shall not be installed within 3' horizontally of a bathroom that contains a tub or shower unless this requirement would interfere with other required placements. a. Ionization smoke alarms shall not be installed less than 20' from cooking appliance b. Ionization smoke alarms with a silencing switch shall not be installed less than 10' from a cooking appliance c. Photoelectric smoke alarms shall not be installed less than 6' from a cooking appliance. d. Smoke alarms shall not be installed in the following locations unless it would prevent another required placement: (MRC R314.3.1) 8. Smoke alarms shall be interconnected. Wireless units that meet UL 217 may be used in lieu of hardwire interconnection. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MRC R314.4) 9. Carbon monoxide alarms shall be installed outside and not more than 10 feet (3048 mm) 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 it's attached bathroom. (MRC R315.3) 10. CO alarms shall be interconnected. Wireless units that meet UL 2034 may be used in lieu of hardwire interconnection. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MRC R314.4) CO 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. (MRC R315.6) 11. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrails to comply with MRC R311.7.8.1 for mounting height, continuity and grip -size. (MRC R311.7.8.1) 12. The maximum riser height shall be 7 3/4 inches. The riser shall be measured vertically between 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. Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees from the vertical. 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. (MRC R311.7.5.1) N Exception: a. The opening between adjacent treads is not limited on spiral staircases. b. The riser height of spiral stairways shall be in accordance with Section R311.7.10.1. 13. 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. (MRC R311.7.5.2) 14. 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'/< unit vertical in 12 units horizontal (2-percent). (MRC R311.3) 15. 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. Exception: A switch is not required where remote, central or automatic control of lighting is provided. (MRC R303.7) 16. 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 of the landing or stairway. (MRC 303.8) 17. 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 a minimum of 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. (MRC R319.1) 18. 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. (MRC R807.1) 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. (1303.1400 & MRC R309.4) MN Energy Code: 1. A building certificate shall be completed and posted on or near 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. The certificate shall be completed as required by MREC R401.3). (MREC 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: a. be made of water-resistant materials manufactured for that intended use; 01 b. be installed according to the manufacturer's installation instructions; c. comply with either ASTM C 578 or C 1029, as applicable; d. be covered with a 6-mil polyethylene slip sheet over the entire exterior surface; and e. 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 IRC Section 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. (MREC R402.2.3) 4. 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. (MREC R402.2.4) 5. R-15 insulation for concrete and masonry foundations shall be installed according to R402.1.1.1 to R402.1.1.8 and a minimum of a R-10 shall be installed on the exterior of the wall. Interior insulation, other than closed cell spray foam, shall not exceed R-11. Foundations shall be waterproofed in accordance with the applicable provisions of the International Residential Code (IRC). (MREC R402.2.8 a.) 6. Where the primary heating system is a forced -air furnace, at least one thermostat per dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain zone temperatures down to 55°F or up to 85°F. The thermostat shall initially be programmed with a heating temperature set point no higher than 70OF and a cooling temperature set point no lower than 78°F. (MREC R403.1.1) 7. Ducts, air handlers, and filter boxes shall be sealed. (MREC R403.2.2) Building framing cavities shall not be used as ducts or plenums. (MREC R403.2.3) Insulation for hot water pipe with a minimum thermal resistance (R-value) of R-3 shall be applied to the following: a. Piping larger than 3/4-inch nominal diameter. b. Piping from the water heater to kitchen outlets. c. Piping located outside the conditioned space. d. Piping from the water heater to a distribution manifold. e. Piping located under a floor slab. f. Buried piping. g. Supply and return piping in recirculation systems other than demand recirculation systems. h. Piping with run lengths greater than the maximum run lengths for the nominal pipe diameter given in Table R403.4.2. All remaining piping shall be insulated to at least R-3 or meet the run length requirements of Table R403.4.2. TABLE R403.4.2 MAXIMUM RUN LENGTH (feet) Nominal Pipe Diameter of Largest Diameter Pipe in the Run inch 3/8 1/2 3/4 > 3/4 Maximum Run Length 30 20 10 5 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. (MREC 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. (MREC 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 IMC 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. (MMC 501.3) 2. The termination points of exhaust outlets and ducts discharging to the outdoors shall be located with the following minimum distances: (MMC 501.3.1) a. For all environmental air exhaust: 3 feet from property lines; 3 feet from operable openings into buildings, and 10 feet from mechanical air intakes. b. 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 118" (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. (MMC 504.4) c. Subslab 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. (MMC 512.4) 3. The passageway of dryer exhaust duct terminals shall be undiminished in size and shall provide an open area of not less than 12.5sq" (MMC 504.4.1) 4. When both makeup air and combustion air openings are required, they shall be provided through separate openings to the outdoors. (MMC 501.4.2.5) 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. (MMC 505.4) 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. (MMC 603.10) 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 in IRC-1, IRC-2, or IRC-3 occupancies, as defined in Minnesota Rules, part 1300.0070,subpart 12b, provided the spray polyurethane foam meets all of the following requirements: (MMC 604.3) 1. Spray polyurethane foam shall have a medium density classification (2 lbs./cubic 30.4 ft., closed cell foam); 2. Spray polyurethane foam shall have an R-value of not less than R-8; and 3. Spray polyurethane foam shall have a flame -spread index of 25 or less and a smoke - developed index of 450 or less when tested in accordance with ASTM E84 or UL 723. i MN Fuel Gas Code: 1. Corrugated stainless steel tubing (CSST) gas piping systems shall be bonded to the electrical service grounding electrode system. The bonding jumper shall connect to a metallic pipe or fitting between the point of delivery and the first downstream CSST fitting. The bonding jumper shall be not smaller than 6 AWG copper wire or equivalent. Gas piping systems that contain one or more segments of CSST shall be bonded in accordance with this section. (MFC 310.1.1) 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. (MFC 310.2) 3. The bonding jumper shall connect to a metallic pipe, pipe fitting or CSST fitting. (MFC 310.2.2) 4. The bonding jumper shall be not smaller than 6 AWG copper wire or equivalent. (MFC 310.2.3) 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 (22 860 mm). 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. (MFC 310.2.3) 6. Bonding connections shall be in accordance with NFPA 70. 310.2.5 Connection devices. Devices used for making the bonding connections shall be listed for the application in accordance with UL 467. (MFC 310.2.4) 7. 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. (MFC 310.3) 8. 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. (MFC 403.8) 9. 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. (MFC 406.1) d. Test Pressure. Test pressure shall be measured with a manometer or with a pressure - measuring device designed and calibrated to read, record or indicate a pressure loss caused by leakage during the pressure test period. The source of pressure shall be isolated before the pressure tests are made. Mechanical gauges used to measure test pressures shall have a range such that the highest end of the scale is not greater than five times the test pressure. e. Test pressure. The test pressure to be used shall be no less than one and one-half times the proposed maximum working pressure, but not less than 25 psig irrespective of design pressure. f. Test Duration. Test duration shall be not less than one-half hour. When testing a system in a single-family dwelling, the test duration shall be permitted to be reduced to 10 minutes with prior approval from the building official. g. 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. 10. 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. (MFC 409.1.4) 11. 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. TABLE 415.1 SUPPORT OF PIPING STEEL PIPE, NOMINAL SIZE OF NOMINAL SIZESPACING OF TUBING SPACING OF OF PIPE SUPPORTS (SMOOTH -WALL) SUPPORTS inches feet inch O.D. feet 1/2 6 1/2 4 3/4 or 1 8 5A or 3/4 6 V/4 or larger 10 7/8 or 1 8 horizontal horizontal 11/4 or larger Every floor 1 or larger Every floor vertical level vertical level Plumbinq Code Items: 1. Water closets shall have an average consumption not to exceed 1.6 gallons of water per flush. (MPC 403.2) 2. Shower heads shall have a maximum flow rate of not more than 2.5 gpm at 80 psi. (MPC 408.2) 3. 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. (MPC 408.3) 4. Domestic dishwashers shall discharge through an air gap fitting in accordance with 807.4 into a waste receptor, a wye branch fitting on the tailpiece of a kitchen sink or dishwasher connection on a food waste grinder. (MPC 414.3) If you have any questions or concerns regarding this plan review please contact me via telephone at 952- 442-7520 or email at code review(amnspect.com. Regards, NiCokb' Q6 alle Code Official MN CBO#: B0002752 MNSPECT, LLC Helping You Comply With The Code 235 First St. W. Waconia, MN 55367 0: 952-442-7520 F: 952-442-7521 www.mnspect.com New Construction Enerqv Code Compliance Certificate Date Certificate Posted Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Mailing Address of the Dwelling or Dwelling Unit City 4317 Channel Rd Spring Park Name of Residential Contractor MN License Number Destiny Homes BC530986 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply X Passive (No Fan) - Actiye. ( With fan and mononleter . - of Oth&r syste,m mom toning. � device) '- Location (or future location) of Fan: T a a Set up for future fan in attic near Attic Acess hole _ m � c 2 a (D 0 CL 0 N >✓ U — y o o a Q m � m m U a y 'moo c Insulation Location O O o tY .6 p Z to m 0 m O CJ N p P LL f tj U y — $ 2 E E o N 5 o z Li a Li o LL o LL Eh'rn E Other Please Describe Here Below Entire Slab .' X. ` Foundation Wall ( interior) R-10 2" Perimeter of Slab on Grade x Rim Joist (1 st Floor) R-20 3" Rim Joist (2nd Floor+) R-20 Wall R-21 Ceiling, flat R49 Ceiling, vaulted X Bay Windows or cantilevered areas X Floors over unconditioned area R-31 Describe other insulated areas na 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: 10.30 1 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 10.29 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater X Not required per meth. code Fuel Type Nat Gas Electric Passive Manufacturer Lennox Lennox Powered Interlocked with exhaust device. Model ML193 13ACX Describe: Input in 45,000 Capacity in output in 1.5 Other, describe: BTUS: Gallons: Tons: Rating or Size AFUE or 93% SEER 13 Location of duct or system: Efficiency.' HSPF inside Heating Loss Heating Gain Cooling Load Residential Load Calculati 33,249 11,110 112,997 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 X Not required per meth. code source heat pump with gas back-up furnace): IPassive Select Type X Heat Recover Ventilator (HRV) Capacity in cfms: ILow: 140 High: 190 10ther, describe: Energy Recover Ventilator (ERV) Capacity in cfms: I Low: I IH!gh: I Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s), describe: I bath, cooktop Cfm's Capacity continuous ventilation rate in cfms: 40 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: 1 70 " metal duct Builders Associaton of Minnesota version 101014 0 Ventilation, Makeup and Combustion Air LOGAN Calculations Submittal Form For New COMPANIES Dwellings Site address 4317 Channel Rd. Spring Park MN Date 9-30-2020 Contractor Destiny Homes Completed By Logan Companies Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including basement - finished or unfinished) 1071 Total required ventilation 60 1 40 Number of bedrooms Continuous ventilation 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 (ins . 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 130/65 145/73 160/80 175/88 190/95 205/103 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 ventila- tors (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 con- tinuous 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 balanced or exhaust ✓aalanced, HRV (Heat Recovery Ventilator) or ERV (Energy [:jxhaust only (Continuous fan rating in cfm) Recov- ery Ventilator) — cfm of unit in low must not exceed continuous venti- lation rating by more than 100%. Low cfm: 40 High cfm: 90 Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) 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 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 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. an VT4W Wall Control Section E Make-up air Q Passive (determined from calculations from Table 501.3.1) 0 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 NR I Cfm I ISize and type (round, rectangular, flex or rigid) 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 re- quired 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 vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliance appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column 1' a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) 1017 (includingunfinished basements Estimated House Infiltration (cfm): 152 1a x 1b 2. Exhaust Capacity a) continuous exhaust -only N R 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 (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 Not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm); 135 [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) 135 a) total exhaust capacity (from above) b) estimated house infiltration (from 152 above) Makeup Air Quantity (cfm); [3a — 3b] (if value is negative, no _ 1 7 makeup air is needed 4. For makeup Air Opening Sizing, N R refer to Table 501.4.2 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. 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--Residential Combustion Air Calculation Method for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: EDDraft Hood [—]Fan Assisted Q✓ Direct Vent Input: 45,000 Btu/hr or Power Vent Water Heater: raft Hood QFan Assisted EDDirect Vent Input: Btu/hr or 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: 350 ft3 L x W x H L W H Step 3: 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. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume (TRV) 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. 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 Input: 0 Btu/hr Use Fan -Assisted Appliances column in Table E-1 to find RVFA: 0 ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: 0 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: 0 ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = 0 + 0 = 0 TRV ft3 If CAS Volume from Ste 2 is greater than TRV then no outdoor openings are needed. If CAS Volume from Ste 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) divided by TRV (from Step 4a or Step 4b) Ratio = 350 / 0 -0 Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF=1-0 _1 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 Input: 0 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in CAOA = 0 / 3000 Btu/hr per in = 0 in Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 0 x 0 - 0 in Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 4 Minimum CAOA = 0 in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. LOGAN C O M P A N I E S Tim Reagan Logan Companies 15122 Bluebird St. NW Andover, MN 55304 Phone: 612-223-7085 Fax: 612-455-8328 Email:info@logancompanies.com p oad Summ� L a7 Manual J8 Load Calculation Project #:4317 Channel Rd October 02, 2020 Project Information Project #: 4317 Channel Rd Notes: New Addition over garage space with Breezway on main level Name: Barry Residence Location: 4317 Channel Rd Outdoor Conditions Indoor Conditions Floorplan/Levels Location: (User Specified) St. Heating Cooling Ground Floor 235 ft2 Paul Downtown Room Temp: 70'F 75 °F Main Floor 837 ft2 AP,Minnesota Design TempDiff: 85.0'F 13.0'F Elevation: 712' Humidity: 35 50 Total Heated Area: 1,071 ft2 Latitude: 45 Moisture Diff (Grains): 34.8 Total Cooled Area: 1,071 ft2 Heating Cooling Ventilation Dry Bulb:-15.0'F 88.0 °F Daily Range: Medium Num Occupants: 2 Wet Bulb: 73.0 'F Heating Cooling Type: Heat Recovery Type: Heat Recovery Infiltration ACH: 0.25 ACH: 0.25 Method: Simple Outside Air: 44 cfm Outside Air: 44 cfm Stories: 1 Sensible Eff: 50 % Sensible Eff: 50 % Construction: Tight Exposure Category: Three or Four Exposures Num Fireplaces: None Net Air Changes (H/C): 0.20/0.10 Net Flow (H/C): 35 cfm/18 cfm Total Heating: 33,249 Btu/hr Total Sensible: 11,110 Btu/hr Total Latent: 1,887 Btu/hr Load Breakdown Name Heating Sensible Latent Windows' 5,631 3,554 Skylights' 0 0 Doors 0 0 Walls 11,655 1,966 Below Grade Walls 0 Ceilings 2,570 1,149 Floors 7,725 460 Infiltration 3,196 253 420 Internal 1,660 400 Other 0 Duct Loads 441 51 39 Ventilation 2,030 310 1,028 Humidification 0 Piping Load 0 Radiant Back Loss 0 Blower Heat 1,706 AED' 0 Total 33,249 11,110 11887 Total Area 1,071 ft2 1,071 ft2 'Average Load Procedure Heating AT': 70.0 JSHR: 0.85 Cooling AT': 18.0 MJ8 Tons: 1.08 Heating Load Breakdown Fenestration Load vs Hour of Day - Block Load (Summer) Sensible Load Breakdown 7000 6000 5000 Legend 4000 m Load Line 3000 Average 2000 30 Percent 1000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = It Area = ft' Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Created Using LoopCAD 2019 Uponor(US) (10/2/2020) Unit Heat Loss = Btu/heft' Rv = hrft2•°F/btu Head Loss = ft water RH = Radiant Floor Heating Version:19.0.0294 R BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See sections at end of report for important Notes, Assumptions and Disclaimers. Page 1 of 2 Project #: 4317 Channel Rd Name: Barry Residence Est. Heating CFM': 415 SgFt/Ton: 989 Est. Cooling CFM': 470 CFM/SgFt: 0.44 Disclaimers Average Load: 4,726 Btu/hr Excursion Limit: 6,144 Btu/hr Peak Load: 5,368 Btu/hr AED Load: 0 Btu/hr Load Summary October 02, 2020 With the permission of the Air Conditioning Contractors of America ("ACCA"), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA. The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. © 2015 Air Conditioning Contractors of America. All Rights Reserved. www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America. All rights reserved. Cold weather humidification, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mold, mildew, frost damage, and moisture damage. The software does not perform calculations for the estimation or detection of possible condensation problems, and it is the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 8th Edition, including Section 1-11 and Section 27. The calculated values shown in this report are based on the data input by the user of the software. Inaccurate or erroneous data input will result in inaccurate or erroneous results. You are strongly advised to review all input data carefully, and to have the calculated results reviewed by an experienced heating professional to ensure reasonableness and suitability for your application. IN NO EVENT WILL AVENIR SOFTWARE INC. ("AVENIR") OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE), EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIR'S CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = ft Area = ft' Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Created Using LoopCAD 2019 Uponor(US) (10/2/2020) Unit Heat Loss = Btu/hr.ft' Rv = haft'•°F/btu Head Loss = ft water RH = Radiant Floor Heating Version:19.0.0294 R BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See sections at end of report for important Notes, Assumptions and Disclaimers. Page 2 of 2 BTU - EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) -I / p d = o Yn2'xahe' PLATE WASHER po 0 c o Q p o bc O p pOp p ' o c�Op a WOOD STRUCTURAL PANEL NAIL SOLE PLATE t1 SHEATHING TO TOP OF BAND TO JOIST PER OR RIM JOIST j TABLE R602.3(1) � WOOD STRUCTURAL PANEL SHEATHING OVER APPR OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION (INHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) JT it. I {� WOOD STRUCTURAL PANEL NAIL SOLE PLATE SHEATHING TO TOP OF BAND Try TO JOIST PER OR RIM JOIST TABLE R602. 1 ) ' I ANCHOR BOLTS PER SECTION R403.1.6 WALL CONSTRUCTION CONTINUOUSLY SHEATHED BRACED WALL PANEL MEETING MINIUM LENGTH REQUIREMENTS OF TABLE R602.10.5 FASTEN KING STUD TO HEADER WITH 8 AT (2 FRAMING ANCHORS APPLIED ACROSS OVED SHEATHING JOINT WITH A CAPACITY OF 670 LBS IN THE HORIZONTAL AND VERTICAL DIRECTIONS I; ' ; NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) BAND OR RIM JOIST APPROVED BAND OR RIM JOIST ATTACH SHEATHING TO NAIL SOLE + PLATE TO JOIST BAND OR RIM JOIST WITH t� PER TABLE O.C.COMMON NAILS AT 3" R802.3(1) O.TOP AND BOTTOM 2,6. �.---�i WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST APPROVED BAND OR RIM JOIST OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT ELEVATION SECTION For SI: I inch = 25.4 mm, I foot = 304.8 mm. FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION 2020 MINNESOTA RESIDENTIAL CODE 253 Copyright O W20 ICC. ALL RIGHTS RESERVED. Accessed by Nick Qualle (nqualle@mnsp—.—,L (-) Order Number-1o0969+67 on Apr 16, 2020 12:26 PM (PDT) pursuant to License Agreement with ICC. No further reproduction, no huther reproductions by any third patty. or di-ibuuon authorized. Single user only, copying and naworkmg prohibited. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE, FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER DUPRE CONSULTING LLC (651) 468-6205 ndupre.consulting@gmail.com DUP. ,RE CONSULTING'LLC 4317 Channel Road Spring Park, MN Helical Pier Foundation Plan & Sections Prepared for Destiny Homes Wayzata, MN I hereby certify that this plan, specification, or report was Prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name Norman Dupre IV Signature Date 8/28/2020 License #56043 DUPRE CONSULTING LLC (651) 468-6205 ndupre.consulting@gmail.com Design Criteria Project Information: Project: Helical Pier Foundation Project Location: 4317 Channel Road of Spring Park, MN Building Code Used For Design: Minnesota Residential Code, 2020 Edition. (IRC 2018) Load Criteria: A-1 DUPRE CONSUhTING'L'LC �.i The design of the concrete and helical piers are based on a maximum roof snow load of 35 PSF and an occupancy live load of 40 PSF. General Notes: In addition to these drawings, all structural provisions of the Minnesota Residential Code shall be followed. 2. The drawings represent the finished structure. All means and methods not explicitly addressed are the responsibility of the contractor. 3. Refer to architectural drawings for dimensions. 4. The contractor shall verify/field check, all sizes, dimensions, elevations, locations, etc. of elements of the existing construction which are relative to new construction. 5. All dimensions involving new work tying into or governed by existing construction shall be field checked by the contractor and furnished to the subcontractor prior to fabrication of any work. 6. The contractor shall properly brace the structure during construction. Helical Piers: Piers shall be installed by an authorized installer per manufacturer's recommendations. Helical piers shall be placed as indicated on plan. Contractor shall not deviate from plan unless approved by the engineer. 2. Allowable load combinations are used for total load (TL) values for new helical piers. n DUP,RE CONSULTING-LLC � UVU fJ d 3. In lieu of soil borings, helical piers shall be screwed into the soil until the torque measurements correlate adequately with the axial loads on plans. The correlation between torque measurements and bearing capacity is.by others. Concrete: 1. Concrete work shall conform to all requirements of ACI 301. Concrete grade beams shall have a strength of f'c= 4,000 psi. 2. Steel reinforcement shall meet the requirements ofASTM A6.15, (Fy = 60 ksi). Reinforcement lap splices in cast -in -place concrete shall be a minimum of 38 bar diameters, uno. Tension lap splices for masonry reinforcement shall be 48 bar diameters for 45 bars and smaller and 64 bar diameters for #6'bars and larger, uno. DUPRE CONSULTING LLG DUPRE 1487 23rd Street CONSULTING LLC Houlton, WI 54082 ndupre.consulting@gmail.com (651) 468 - 6205 IMI> ►IME Wkfb- i. girt-- cow uLlim"q 5(ovc vF �5 L�r►r��t� rn -�ti� ��wu o� ��_. �. CQAtt'��t 6�+4� VEQ�FY �tf. a►�u5 3. N t w+►AC� Joao colAb*klA6--A" C "t) R PROJECT: 11317 C u AU ia- 2D 5V.l0jz FAQt< , M oo 106 DUPRE CONSULTING LLC PROJECT: 'k3l-7 G(-A AIJPO, a DUPRE 1487 23rd Street 6i✓EW1, FA040 MAJ CONSULTING LLC Houlton, WI 54082 ndupre.consulting a gmail.com (651) 468 - 6205 oa 2 oc H ',STUD WAIT- v 3 pULQE3E �lix3 s Is(�1H Goad' p1mj a MLL 13anom TU aif r P 3., 0r LoKILrFTc (-UJ.f� t�r Qi�{1 LAP P`^ L 01L ?IfV m k ev. sti GTION f 1, U�, DUPRE CONSULTING LLC PROJECT: 431-7 C AM%L P-0 DUPRE 1487 23rd Street S>VQWl, PA(2K+ AW CONSULTING LLC Houlton, Wl 54082 ndupre.consulting@gmail.com (651) 468 - 6205 SWE i.4ku -t�2' Fx� MA[�if4L 3 j, o.iQ per t (1� ol1 tow( (owazETE WAu is e r PMul '4 0f-- lQtJCct fF fw� fl Ar PkQ CAP, • . CL).W-1 �orl AT 13 no/A � G.JEGIidrJ DtJPRE CONSULTING LLC 13UPRE 1487 23rd Street CONSULTING LLC Houlton, Wl 54082 ndtipre.constilting@&qnail.com (651) 468 - 6205 () coo c Sth 6 (E� Fop vJA-t-L PROJECT: 61mur- L 2!� 59alpL PARR" MN N-1 Y -J,,{NLV VWFL3 FpAj VAL�L 0 —�!� — 31-� �� 4ott - q 5-rk 1i uat't _sLM j W--cfKF (n�J'��AD)�I Electrical All electrical must be approved by local Electrical Inspector For electrical permit inquiries please contact the City of Spring Park Electrical Inspector. Dave Hucky (952) 442-7520 FRAMING NOTES: 1. ALL EXTERIOR WALLS TO BE 16" O.C. WITH A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED. 2. WALL FRAMING SHALL BE S.P.F. STUD GRADE OR BETTER UNLESS NOTED OTHERWISE (U.N.O.) 3. ALL HEADERS SHALL BE PER PLAN 4. ALL EXTERIOR HEADERS SHALL HAVE (1)2X6 BEARING STUD & (1) 2X6 FULL HEIGHT KING STUD ON EACH SIDE U.N.O. (REVIEW PLANS) 5. ALL INTERNAL HEADERS & BEAMS SHALL HAVE (1)2X6 OR (1)2X4 BEARING STUD ON EACH SIDE U.N.O. 6. EXTERIOR SHEATHING SHALL BE 7/16" MATERIAL CONSISTING OF ORIENTED STRAND BOARD (OSB).-ALL FLOOR AND CEILING SYSTEMS TO BE CHECKED AND DESIGNED BY THE DESIGNATED MANUFACTURER. FLOOR PLANS TO BE ON SITE. 7. HEADER SIZES ARE TO BE USED PER PLAN AND DEVIATION FROM ANY SIZE MUST BE APPROVED BY DESIGNERS. 8. PRESSURE TREADED WOOD IS TO BE USED WHERE WOOD IS IN CONTACT WITH CONCRETE AND AT 2X6 MUD SILL. TREATED MEMBERS TO BE S.Y.P.#2 OR BETTER. 9. FOR OPENINGS IN EXTERIOR WALLS (OR WALLS W/ LATERAL LOADING: a. 0'-0" - 4'-0" = 1 JACK STUD b. 4'-0" - 8'-0" = 2 JACK STUDS c. 8'-0" - 12'-0" = 3 JACK STUDS d. GREATER THAN 12' = CONSULT ENG. 10. POSTS CALLED OUT ARE NUMBER OF TRIMMER/JACK STUDS REQUIRED PER SIDE OF OPENING. CONCRETE NOTES: 1. ALL CONCRETE FOOTINGS AND FOUNDATION SYSTEMS ARE DESIGNED FOR A 2000 P.SF. SOIL. 2. FOUNDATION WALLS SHALL BE FULL HEIGHT AT UNBALANCED FILL GREATER THAN 34". 3. 1/2" ANCHOR BOLTS EMBEDDED 7" MINIMUM @ 6' O.C. MAX. 12" MIN, FROM EACH END. MINIMUM OF 2 BOLTS IN EACH SILL PLATE (REFER TO STRUCTURAL PAGES). 4. PAD FOOTING REINFORCEMENT IS TO BE LOCATED (3") FROM BOTTOM OF FOOTING TYP. (WHEN REQUIRED) 5. REFER TO STRUCTURAL PAGES FOR ADDITIONAL INFORMATION REGARDING RE-BAR/ETC. 6. MIN. 5000 PSI CONCRETE 0- ALL FOOTINGS The field copy of these plans must be kept on -site and made available to inspector during all inspections. To schedule Inspections call (952) 442-7520 Please have the permit number and street address ready at the time of the call. INSIII AThnN- Read all attached materials. Everyone performing work to which the code is applicable shall comply with the code. 1. ALL EXTERIOR WALLS TO HAVE A MINIMUM RATING OF R-20. 2. ALL ATTIC SPACES ARE TO HAVE A MINIMUM RATING OF R-49. 3. ALL FLOOR SPACES OVER UNCONDITIONED SPACE OR CANTILEVERED ARE TO BE INSULATED TO MIN. R30. SHEETROCK/GYPSUM BOARD: 1. ALL CEILINGS ARE TO HAVE 5/8" NON -SAG GYPSUM BOARD UNLESS OTHERWISE NOTED. 2. ALL WALLS ARE TO HAVE Z" GYPSUM BOARD UNLESS OTHERWISE NOTED. 3. GARAGE CEILING AND. WALLS THAT ADJOIN HOUSE WALLS ARE TO BE e" GYPSUM BOARD PER CODE. DOORS & WINDOWS: 1. ALL WINDOWS AND DOORS TO BE DOUBLE PANE GLASS PANELS WITH LOW-E RATINGS. 2. ANY WINDOW WITHIN 24" OF A DOOR SWING MUST BE TEMPERED PER CODE. 3. ANY WINDOW ABOVE A TUB/WET AREA MUST BE TEMPERED PER CODE. 4. ANY WINDOW WITHIN A STAIRWAY MUST BE TEMPERED PER CODE. 5. WINDOW GLAZING MUST BE AT LEAST 18" A.F.F. WHEN WINDOW IS ABOVE U FROM GRADE. IF WITHIN 18", WINDOW MUST BE TEMPERED. 6. ALL BEDROOMS TO HAVE AT LEAST ONE WINDOW THAT HAS A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. DIMENSIONS OF 24" IN HEIGHT AND 20" IN WIDTH, SILL HEIGHT NOT TO BE GREATER THAN 44" A.F.F. 7. WINDOWS WITH SILLS WITHIN T OF THE FLOOR THEY SERVE AND ARE 72" ABOVE GRADE MUST EITHER HAVE A FALL PREVENTION OR OPENING LIMITER DEVICE PER CODE. MECHANICAL & ELECTRICAL: 1. ALL ELECTRICAL AND MECHANICAL EQUIPMENT TO BE VERIFIED AND INSTALLED PER CODE BY APPROVED TRADES AND INSTALLERS. 2. HVAC CONTRACTOR TO VERIFY LAYOUT FOR DUCT -RUNS BEFORE INSTALLATION, IF MODIFICATION IS REQUIRED, REPORT INFORMATION/CHANGES TO CONTRACTOR & LITTFIN DESIGN. BEFORE YOU DIG Contact Gopher State One Call to locate buried utilities. 651-454-0002 or800-252-1166 In accordance with Minnesota law, you must wait 48 hours (excluding weekends and holidays d your dig information to b gin your digging prof ct. it 101 III owl on on IN mi irn IF INN PROPOSED NORTH ELEVATION CODE INFORMATION: SINGLE FAMILY CONSTRUCTION TYPE IRC-1 2916 MINNESOTA STATE RESIDENTIAL CODE -2017 NATIONAL ELECTRICAL CODE 291FiMINNESOTA STATE MECHANICAL&FUEL GAS CODE P94FrMINNESOTA STATE FIRE CODE -2015 MINNESOTA PLUMBING CODE Snll TVPP- DESIGNED WITH 2O00 PSF SOILS, ALL FOUNDATION CONSTRUCTION MUST FACTOR IN THIS AT A MINIMUM. WIND EXPOSURE: DESIGNED WITH "EXPOSURE C" CLASSIFICATIONS AND WIND 115 MPH PER 2020 GUSTS OF ^^ MPI I PER " MN RESIDENTIAL CODE REGULATIONS. GENERAL NOTES: -ALL FOUNDATION WALL STRUCTURAL INFORMATION USED TO CONSTRUCT THE FOUNDATION SYSTEM IS TO BE ON SITE WHEN POURING OR BUILDING WALLS. -ALL STRUCTURAL BEAMS, POSTS & TALL WALLS ARE TO BE BUILT PER I -LEVEL SPECIFICATIONS. -ALL MANUFACTURED FLOOR & ROOF TRUSSES ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. -ALL MANUFACTURED FLOOR & ROOF TRUSS SPECIFICATIONS ARE TO BE ON SITE DURING INSTALLATION. -WINDOW SIZE NOTES (EXAMPLES): -SH3050 EQUALS SINGLE HUNG 3'0" BY 5'0" -FX2646 EQUALS FIXED 2'6" BY 4'6" 5]H[]E]ET ][NINEX, C COVER Al EAST & NORTH ELEVATIONS A2 WEST & SOUTH ELEVATIONS A3 FOUNDATION PLAN A4 FIRST & SECOND FLOOR PLANS D1 SECTION THROUGH ADDITION S 1 WALL BRACING PLAN S2 WALL BRACING DETAILS Reviewed for Code Compliance This review is limited to the submitted scope of work, is based upon the supposition that the plan accurately depicts the intended construction and end -use, that the necessary legal authority has been obtained to construct the project and work is subject to code compliance and field inspection during construction. By: Nick i2ua((e Type of Construction: Not Applicable Date: 10/5/2020 Occupancy Classification: IRC-1 Single Family Permit #: SP-2020-00061 Code Edition: 2020 MN Residential Code PLAN KEY NOTE: KEY SHOWS INFIXUNnoNIDETAR97/NT ARE NOT TYPICALLY NOTED. REFER TO PLAN FOR ADDITIONAL MFORMAMONIDETAILS _ E wn0� y __--STUDYIFLEX Roots RpaYURrI ROOM FEAam FIREPLACE NAME _WOOD WeO TURES enu Revs ml 7aXTa Mrrm r ue,�err � Kula rr® BraRravE IIYP66TN0 UP 1T E .R. (1)91ELf/(1)RUD BM w,�TREAOS INFORMATION I, NOSING SHELVIINNG sBiL� 'd0B KIFr SHOWER a61e16 renrem 14rdE B�INr61 RRFa Rm1I0 ar w, r® R#� FURNACE SINK ra.as TUBISHOWER rouR UNIT WATER HEATER O DISHWASHER aaa SUMP BASKET SINP DOOR FLOOR DRAINO REFRIGE. 1QA0 F.U. a1r6E0a TMTIa , z7zxlo NP �- zcaa� WASHER ara VANRV/SINN 'E� Ala Im DRYER 16�RWgp1 3 O woaoe.o RADON -UP als.a� ROITATcrms. TOILET OKar I 0 LAUNDRY SINK x4arE,y KI " 11 ATTIC ACCESS relw. �J RID SUPPORT STRUCTURAL POST @v1ao� BEAM®f / REVISION: REV. I)'A# 171E: ]DRAWING �FII ]LIE: JSJJ 11\Ulu 1l 1L�11L�[iJ 1L �1 lfl�l�lL�J1l 11 BERRY\� �^ MO]E I� CE gyp\ �� „�� 1'�� (O� LOC74 TIION: 3R7 CHANNEL 1I D - LC�1I�7mT(�T/� T[S)pjp)j[� p,IN `i7J'll �S.�lf71t'�ll�71�71G1h IAULlI LyJC11�ULL�l�lJ1 lr=Zv1�uLUs A�lll� ALL PLANS & DESIGNS SHOWN IN ARE 'IGN. USEOFPROPERTY SE PLANS DESIGN. USE THESEPLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTENCONSENTRO OFLrD. DESIGN IS PROHIBITED. ©COPYNONT 2020 LI1 1 FIN I DESIGN TT LITTFINDESIGN.COM MLIT TFINHOTMAIL.COM 320-224-7844 WINSTED,MN CURRENT DATE: PAGE IL IQ C PAGE DESCRIPTION: REVISED )E$YY� SIEI[ 1[ O I1�C]L1UI]L�IE ROOF PLAN CP=➢2�2p COVER SHEET SCALED PRINT @ 24: ISSUE FOR CONSTRUCTION -22s2o 9 23 20 ADDEID W 1 I IE A IEMINL -23-20 GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER BARRIER. 10. HOLD STONE OFF GRADE MINIMUM OF 3". 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. 0 2' 4a' �1 EXISITING EAST ELEVATION 1 SCALE: 1/4' = V-0' SCALE: 1/4" = V-0" ------------------------------------------------------ I I I I ________________________________- �� PROPOSED EAST ELEVATION 0 2 a e J i I SCALE', 1/4' = 7'-0° SCALE: 1/4" = 1'-O" EXISTING NORTH ELEVATION 0 2' 4' e' L SCALE: 1/4°=V-17 SCALE: 1/4" = V-0" EXTERIOR MATERUIL KEY -MATE -MATERlIAl: SMAgTSIDING, VE0.1FY WI SPEL. N AL l0M0 .HATERIA RTSIDING, VIY .1SPEL TOP OF SEC(MD FLOOR PLATE SECOND FLOM NOR NOGIT 6' FASCIA PER SPEC. UNLESS NI MY 6" FRIEZE PER SPEC, ` 4' TRIM PER SPEC. w TOP OF 2NO FL Sn" e3 11P FIRST now Purt 6' FASCIA PER SPEC „ a C. 6' FRIEZE PER SPEC <' TRIM PER SPE TOP CE-M a' SIDE TRIM 4 W TDP TRIM PER SPEC. anmmFvalevwoxD LeoDFAnlelmsama N9f�fiNQDa10FGEE xalullu,�ar. TOP OFSECGND Raw PLATE SE NOR MSaT TOP OF 2ND FLp SYST01 TW ! N� nWi aArt ro DOI (-1 PROPOSED NORTH ELEVATION a z 4 e 4 I� SCALE: 1/4' = 1'-0' SCALE: 1/4" = 1'-0" REVISION. REV. DATE: DRAWING TITILE: ]BERRY }�q�r7� // 7�7� �p ��\ul�lry��I 'III II �OII\�71DESIGN. Illl 11VVll IL V 1Ld JSJJll 1L �L V ]LOCATION: IIDI®1: ply 31�7 CHANNEL T<DD _ SPRING ]PARK, STJIl/ O..lI11L'91V1�1G1L 1N1U/ sy1C1L�ll1�l�LJJ !r/`9ll�111�y l�lll� ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY HESE PLANS OSE OFTHER THESE TILOTIT-fFILITIT ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLDCK WITHOUT THE WRITTENCONSENTRO OF LITTFIN DESIGN IS PROHIBITED. ©COOT 10 2020 Am LITTFIN I DESIGN ML,ITTFIN HOTMAIL.COM @HOT AIL.0 � 320 224-7844 WINSTED,MN CURREN DATE: ]PAGE IL D A PAGE DESCRIPTION: I2EV]fS1E1DX IBIlD SE][ if O 1f7�lCILIUfDE I(8O®1F ]PLAN (7-Il3-30 EAST & NORTH ELEVATION SCALED PRINT @ 24X36 IS'�IUIE 1FO1(� CO1�S'7f 1E8XiC"I'IOIV -23-21p 9-23-20 ADDED III I1f�lE ASSEMBLY -� —20 • 0 2' 4' S' EXISTING WEST ELEVATION Ill I SCALE: 1/4' = V-O' SCALE: 1/4" = 1'-0" F OF SECOND FLOOR RATE SECOND FLO IR 10R HENNI 6' FASCIA F "ES' N 6'FRIEZE F 4' TRIM F 6' FASCN F 6' FRIEZE F VCR O ROO1 SYMEN 6' TRIM BOARD P 4' TRIM F RC� FaINO1111 BOTTOM OF GARAGE FOOTING a CL o r,nP -- o --6,. W m �L J TI I wmucmml aOmMCFUWM 0Am I �j=BISAw=offa em�vA»mnTllwree I I I v� I � I I ( 4:12 SLOPE I I I I L- - - - - - - - - 2O _—_�N W a -----J a a L � Nd Tw � I I w D_ O U) NW-1 C2O a ., LTYP-- 'r----6- 4:12 SLOPE 0 X(41 -0 TYPP NWT40 V O 1'-01, P J f I I I I Fl__________________________ __________________I I______________________________________________________I I ��PROPOSED WEST ELEVATION 1 z' a' a' SCALE: 1/4' = l'-0' SCALE: 1/4" = 1'-0" 0 GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. r 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER r BARRIER. I� 10. HOLD STONE OFF GRADE MINIMUM OF 3". 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 1'-01, TYP 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. NOTE: ICE AND WATER BARRIER @ BOTTOM 6' OF ALL ROOF LINES, EXTEND BARRIER MIN. 3' ON EACH SIDE OF VALLEY, COVER ENTIRE FACE OF ROOF SADDLES. VERIFY ADDITIONAL LOCATIONS OF ICE AND WATER BARRIER AS NEEDED IN FIELD. 1'-0" TYP 0 2' 4' a' I■ I SCALE: 1 /4" = V-0" FERIOR MATERIAL KEY TEES L: S TERIA : SMARTSIDING, FT WI SPEC. taOMEAI am m TER—SMARTSIDING, —WI SPEC. au�alreeucAn �oFArnAMem6vRra r®rgoEarmmlroAG�TE OEBGmA(.�ar. • -SPEC, SECOND FLOOR HDR HOGHT 1� � �11 ICI 1�1TRIM 111 1�1 PER SPEC, TOP OF M FIR SYSTEM. I S' FRIEZE PER SPEC, 4- TRIM PER SPEC. PROPOSED SOUTH ELEVATION e J SCALE: 1 /4' = 1W SCALE: 1 /4" = 1'-0" TOP OEM IUEVISIOIN: P EV. DATE: DIKAWING TITILIE: p ll� BERRY �� JL 1 �� LOCAT11OlN: y¶¶q H�gqN�yN�7�Eq ARK MN �yll/ �lf]1dy11�1�1G1L, o SPRING d�� ALL PLANS & DESIGNS SHOWN ARE THEDESIGN. DESIGN.USEOFTYOFLnANS USE OF PROPERTY PLANS ON ANY OTHERPROJECP/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE1% WRITTEN CONSENT OFLI7TFIN DESIGN IS PROHIBITED. ©COPMWflI 2090 -7�^�• LI1 1 FIN I DESIGN LITTFINDESIGN.COM MLMTIN HOTMAIL.COM ` 320-224-7844 �NSTED, MN CURRENT DATE: PAGE L 2 D PAGE DESCRIPTION: RIEVIISEO 1BI0 SETT® I]NCLlUID1E IR®O>F PLAN 6=ll2-2O WEST & SOUTH ELEVATION 1 SCALED PRINT @ 24X36 ISSIUIIE IFOIK CO]NS7rIR.UC7r110N -22-20 9-23-20 ADDEDW IPL II IN I T I IFI L �i0 • GENERAL FOUNDATION NOTES: 1. FOUNDATIONS TO BE POURED PER SITE SOIL CONDITION. 2. ALL REINFORCING IS TO BE INSTALLED PER IRC REGULATED STRUCTURAL DESIGN BY CONCRETE TRADES. 3. PROVIDE !I'ANCHOR BOLTS EMBEDDED 8" MIN., SPACED PER CODE AND 12" MAX FROM EACH END OF SILLPLATE, MIN 2 PER SILL. 4. PROVIDE CONTROL JOINTS PER PLAN, JOIST TO CONSIST OF HIDDEN ZIP STRIP EMBEDDED INTO THE SLABS. 5. ALL ANGLED WALLS ARE TO BE 45 DEGREES UNLESS NOTED OTHERWISE. 6. SLOPE CONCRETE TO FLOOR DRAINS WITHIN 5' OF DRAINS. 7. ALL WOOD MATERIAL CONTACTING DIRECTLY TO CONCRETE MUST BE TREATED OR DESIGNED TO CONTACT CONCRETE. 8. STEP FOOTINGS PER PLAN SPECIFICATIONS. 9. PROVIDE DRAINTILE AROUND PERIMETER AS SHOWN. LATERAL SOIL PRESSURE ASSUMED TO BE 45 PSF/FT. -WINDOW 8L DOOR SIZE NOTES (EXAMPLES): -SH3050 =SINGLE HUNG TO" BY 5'0" -FX2646 = FIXED 2'6" BY 4'6" -CASE3050 = CASEMENT 3'0" BY 5'0" -2868 @ DOOR =2'8" WIDE BY 6'8" TALL -2880 @ DOOR =2'8" WIDE BY 8'0" TALL See Engineering Report and Plan Pages 1-4 for Helical Pier and Foundation Requirements and Construction ' GRADE IS CONSIDERED 0'0'ON - „ THIS FOUNDATION PI -AN. — ------az-- -- ----------�'ga�x------------- — nsABa•va nsABa•va I r_____ -TSB• a€ __ __� -TMO¢LH=17vd _ — D9IF39 OFF FOUND OU. 3' EACH W ION WALL OlPf�49 I vd HELICAL PI IRS RS PER PER OTHERS I ° I � Ik ww I Imo=d I0-w� I�°o I J J C J koo zsLABLmc� CONC LAB I I - m a N wl 4- CONC RRN ORCEO SLAB I I UYER C0IJPAC FILL I Woo I mo�ii j � I I I I I J I I I I I I 12-LONG pa DO LS I I I EMBEDDED INTO NEW/OLD WA1- I IN EACH DIRECTION W/ GROUT ER I I MASON, SPACE VERTICALLY EVE z I ° 10'-0" 13'-JW I I BELL OUT BOTT OF FOUNDATIO MS WAL t+ 0" 6'-0• - I I 0-ON EACH SID WI !- v I Ir------- I I I D 3 ooy j HOUSE LAB I jaq, i 9IBL®GE J ua iu i I FRAME UP 2%tO FLOOR H USESLAB I 'STOOP,'OO�c�i °o camncrto JOISTSABOVEAREA TO Aall sua wln I ✓✓ I :L. v LEVEL OUT NEW STAIRS woA eerwieA I Go 4 CONC. SLAG mOO� W/E%ISTING HOUSE FLOOR �F1A°" �jf 4•WIN. GRAN II c mnc79ABl®OE I I I ----- ----J i L-------- ________ 6•-z• j EXISTING BASEMENT AREA 7-1f TO REMAIN 12 LONG" DOWELS � EMBEDDED INTO NEW/OLD WALLS 6 IN EACH DIRECTION WI GROUT PER MASON, SPACE VERTICALLY EVERY 2- 0 C I I I I I I I o 2' a' e' FOUNDATION PLAN i = I SCALE: 1/4' = 11-0" SCALE: 1/4" = 1'-0" I,]EVIISIION: ]KIEV. ]DATIE: IDP AW)I N1G TIIT]LIE: ]BERRY �y IKl I�\\MEII\ CE A I1;1 II I O \�11 LVJL�a1l\V1u 1L 1L\Ui.d6J �L V 1S1J11 1L 1L Jl V LOLCATIION: A 9117 C1LnA�T�T7CTl 1p)71'1� e S71})Tt�1f�T/f'9 115)A j@j[� �,(I�p 431 1L71191�A�1EL� ll�UL// 1rll�ULLV�lJ1 lrllvttulll�,i d�YllAV ALL PLANS & DESIGNS SHOWN ARETHEPROPERTY USE OFHES LILANS DESIGN. OTHER THESEPLANSLITTFINDESIGN.COM ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. ©COPTNOM 2020 ��``` LITTFIN I DESIGN MLITTFIN@HOTMAIL.COM 320-224-7844 WINS,I•ED, MN CURRENT DATE: PAGE L 3 D PAGE DESCRIPTION: RIEV1ISIED ]BID S]EIF TO I(NCLIUIDE II800F (PLAN (j-pg-�® FOUNDATION SCALEDPRINT@24X36 ISSUE Fro�l[a C0�]ST]I�IUICTIOYw -��0 9-23-20 DID ID W LL I I® AI[ FII I NIL -3 =2O GENERAL FRAMING NOTES: 1. ALL NON -BEARING FRAMING IS TO BE 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL WALLS TO HAVE A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED. 3. ALL EXTERIOR WALLS ARE TO BE 2X6 WOOD STUDS WITH 7/16" OSB SHEATHING, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR WALLS ARE TOB E 2X4 WOOD STUDS UNLESS NOTED OTHERWISE. 5. ALL COLUMN SIZES ARE TO BE CONTINUED THROUGH FLOOR TRUSS SPACES WHEN SPANNING MORE THAN 1 FLOOR. 6. ALL WOOD MATERIALS ARE TO BE PROTECTED PER CODE & MANUF. SPECIFICATIONS WHILE BEING STORED ON SITE. -WINDOW & DOOR SIZE NOTES (EXAMPLES): -SH3050 =SINGLE HUNG TO" BY 5'0" -FX2646 = FIXED 2'6" BY 4'6" -CASE3050 = CASEMENT TO" BY FOB -2868 @ DOOR =2'8" WIDE BY 6'8" TALL -2880 @ DOOR =2'8" WIDE BY 8'0" TALL FIM ROOM AREA HEN Automatic Garage Door Openers installed must comply with the requirements of Minnesota Statutes 325F.82 & 325F.83. All vehicle access doors must be rated to withstand 115 M.P.H Ultimate wind loads. Approved assemblies must be marked/labeled as compliant with ANSI/DASMA108 KITCHEN AREA Minimum 1 3/8" solid core or 20 minute fire rated door required 2x6 12" o.c. required �� at stairway tall wall per 2020 MRC Table R602.3.1 Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected by minimum 1/2-inch gypsum board. EXISTING FIRST FLOOR 1 z a e I■ PER I SCALE: 1/4• = V-0' \/ SCALE: 1 /4" = 1'-0" EM GARAGE DOOR L—L — ROOM AREA A7]olwro®Tama FE3AE S In dwelling units, where the lowest part of the opening of a new 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 36-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 36-inches of the finished floor. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the minimum net clear opening area of the window unit to less than th y area required for Emergency Escape and Rescue openings when such openings are required. / ' DVERH AO ARAGE DOOR I 1 4 E 040 F%0MULL! E�PEP RACED Q�I?Mi y� I1F%0 ppN k- -rHDT3oRTHe T QOWNERS L — — — — -- T BATH TILE _6.911r 3 0 wa 0 C yu 9 3-CAR GARAGE d Y CONCRETE + - v ?B. 31'X23' g L7�11� ru�uu FY4R.r fi l�.1� _ i 1 i D 2' 4R' PROPOSED FIRST FLOOR I ® I SCALE: 1/4• = V-17 ADDS 950 SQUARE FEET OF IMPERVIOUS SURFACE SCALE: 1/4" = 1'-0" Garage and it's attic is required to be separated from the dwelling and its attic by not less than 1/2-inch gypsum fastened per Table R703.2.5 If dwelling extends above garage, then garage ceiling to be protected with not less than 5/8-inch Type X gypsum attached perpendicular to the framing using minimum 1 7/8" 6d nails or equivalent screws 6" o.c. All structure that supports required separation is to be protected with 1/2" Gypsum fastened per Table R703.2.5 ALL STAIRWAYS (INTERIOR AND NOTE: EXTERIOR) ARE TO BE ILLUMINATED TALL INSDRAFT ST4PPING AT EACH LANDING PER CODE. WITHIN FLOOR SYSTEM PER IRC NOTE CODE SECTON302I 12.MIN, 3- GYPSUM INDICATES INTERIOR BOARD (OR) I' STRyCTURAL BOARD BEARING WALL, 10-O.C. ADEQUATELY SUPPORTED BY STUDS 2X4 MIN. MATERU PARALLEL WITH FLOOR FRAMING. S PARATING AREAS WITH NOTE MAXIMUM SPACED 1000 SO. FT. INDICATES EXISTING WALL AREAS -SEPARATE INTO EUAL SPACES. TO REMAIN NOTE SUPPLY CONTINO HANDRAIL PER CODE AT ALL TAIR O 110V,INTERCONNECTED SMOKE DETECTOR LOCATIONS, CODE AN DRAIL /� @0 110V, INTERCONNECTED SMOKE DETECTOR/ IS TO COMINUE T LANOINGSI TOP 8 BOTTOM OFTAIRS. CARBON MONOXIDE DETECTOR COMBO CONTRACTOR S IN TALLER TO G EXHAUST FAN VERIFY IF ADDITIONAL GRIPABLE HANDRAIL IS INST LED OR IF DECORATIVE HAN RAIL TO CONTINUE. ANGLED CEILING I s o z OWNER'S SUITE P'o, WOOD n , 12'6"X15723' tD DDm[ ANG ED Cf- 13'-0' 1/2' ce-enL�Re-LI E%TENQEO PER BRACED PROPOSED SECOND FLOOR e 3 `SCALE: 1/4' = 1•-0' 842 SQUARE FEET SCALE: 1 /4" = 1'-0" REVISION- REV. DATE: DIKA'W ]INN ']f IITILE: TD�T TU�Tb�� 1�TCCC`�1fTf111G1\ CI /� 1I11�iT�11 Tf(D� J)EPR ll�1�>)J-LL�1J f�' ��l 1G 1rilL�JJl1J1l Jl 1l LOCATION: 43117 CHANNEL R _ SPRING PARK, � ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF W7TF7N DESIGN.USE PROPERTY ON ANY OTHER PROIECTAM OTHER THAN NOTED ON THIS TITLEBLOCKWITHOUTTHE WRITTENCO3P O. FL17lF7N DESIGN IS PROHIBITED. © COP TIM A 2020 r G� •�-7^ LI 1 l FI N I DESIGN LITTFINDESIGN.COM MLITTFIN@HOTMAIL.COM 320-224-7844 WINSTED,MN CURRENT DATE: PAIGIE IL D 4 PAGE DESCRIPTION: )fiIEVIIS1Elf� BID SET ][O ][1�ICIL1Uf]D]E ]E8001F 1P1LA1�I fi-ni-2® FIRST & SECOND FLOO PLANS SCALED PRINT @ 24X36 ISSUE FOR CONSTIBUICTIIOImf -22-20 9-23-20 ]EI WALL ]BI I E IIL ] ($ L -2 -210 Fm Field verity framing per Section R802 and Table R802.4.1(5) FRAMED ROOF SADDLE PER ROOF/EXTERIOR OVER EXISTING ROOF EXISTING ROOF AREA ROOM AREA GA FILE NO. WP 3514 GENERIC 11 i,. II I( GYPSUM WALLBOARD, WOOD STUDS (' N i� ONE LAYER 5/8' TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2 X 4 WOOD STUDS 16' O.C. WITH 1114' TYPE W DRYWALL SCREWS 12' O.C. S JOINTS STAGGERED 16' ON OPPOSITE SIDES. (LOAD -BEARING) l:� -WALL STUDS MAY BE INCREASED TO 2X6 PER NOTE 16. GENERAL EXPLANATORY NOTES OF THE GYPSUM ASSOCIATION MANUAL. -WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE TESTED WALL OR PARTITION SYSTEM, MINERAL FIBER, GLASS FIBER, OR CELLULOSE FIBER INSULATION OF A THICKNESS NOT EXCEEDING THAT OF THE STUD DEPTH SHALL BE PERMITTED TO BE ADDED WITHIN THE STUD CAVITY PER NOTE 10, GENERAL EXPLANATORY NOTES OF THE GYPSUM ASSOCIATION MANUAL. )F TRUSSES PER MANUF. 1 HOUR 35 TO 3T FIRE STC SOUND THICKNESS: 4-314' - APPROX. WEIGHT: 7 PSF FIRE TEST: SWRI 014511-619111.3-94 - SOUND TEST: SEE WP 3520 (G&H NG-246FT. 7-2-65) MIN. R-49 MIN, R-20 VERIFY EXACT WALL SHOWER HEIGHT ON SITE. CLOSET IIMIN. R-20 PRAY FOAM Q ro E-QW n. [- 2X10 JOISTS 16" O.C. EXISTING BASEMENT R-10 RIGID FOAM EXISTING FOUNDATION INSULATION W/ & FOOTING TO REMAIN PROTECTIVE COATING OVER EXPOSED AREAS (PER DETAILS) FOOTING & HELICAL — PIER PER OTHERS M -FINISH M T RIAL PER ELEV. ' -HOUSE WRAD -2X6 FRAMING, 16" O.C. -1/2" OSB E H ATHING -R-201NSU ION -VAPOR BARRIER -1/2" GYPS WALL BOARD INNERTEX BA E PRIMER/ PAINT MIN. R-20 - BATH TII C S Y FOAM @ RIM 3-CAR GARAGE CONCRETE 31'X23' ROOF: -FIBERGLASS SHINGLES -15# (NOT#15) TAR PAPER/ ICE -WATER BARRIER Trusses shall be attached to wall -1/2" OSB ROOF DECKING assembly with metal connector -MANUFACTURED ROOF TRUSSES capable of resisting minimum -R-49 INSULATION uplift force of the values given in -POLY BARRIER the truss design drawings. -5/8" GYPSUM BOARD TOP OF SECOND FLOOR PLAT I SECOND FLOOS HDR HEIGHT UNLESS NOTED YT0ERWISE FD co MIN. R-20 TOP OF 2ND FL OR SYSTEM TOP OF FIRST FLOOR PLATE & MAIN GARAGE AREA -' L nsulation shall be installed to n permanent contact with the ide of the sub -floor decking. ...: . .. .... . ... ...... ,. ... :. TOP OE FQl1NIZATION � I I I=1 11=1 11=1 i' CR� •'III -I � �=1 I I-� I I SECTION THROUGH GARAGE & OWNER'S SUITE I E I� i —d I 1=11 1- 1 112• = F- =::III -I -� 1= SCALE: 1/2" = 1'-0" —� - BOTTOM OF GARAGE FOOTING FOOTING & HELICAL PIER PER OTHERS 0 'v RIEVIISIION: RIEV. DATE: IDIRLAW]ING TIF]FILIE: p I I II BE Y DE�CE �1Lllll ll (al l 11 it LOCATI(ON: 4327 CHANNEL RD _ SPRING PAS MN ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OFLITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OFLITTFIN DESIGN IS PROHIBITED. ©COPTM] f 2020 kv -�-�• LI 1 1 FIN I DESIGN LITTFINDESIGN.COMISSUIE MI,ITTF N HOTMAIL.COM @ 320-224-7844 WINSTED, MN CURRENT DATE: IRAGIE 1 L 1 D PAGE DESCRIPTION: I8]EVIIS]ED 1B1D SET 7[G 1[1�iCIL1UIDlE 1[�O®]F 1PL14T�1 �eJ2_2m BUILDING SECTIONS SCALED PRINT @ 24X36 1FOR CONSTIRLUCTIIION -22-20 9-23-20 ADD W R i 1 IFI I =2 �20 c h, 5 �r le- d, e- S, � "t, � - - -76�� Poor Quality Document Disclaimer The original or copy of a document or page ,of a document presented at the time of digital scanning contained within this digital file may be of substandard quality for viewing, printing or faxing needs. Thank you for your Payment! Transaction ID: 10279 Transaction Number. Transaction Type: Payment Recipient: Contractor Notes: Fees (5) CITY OF 71 City of Spring Park 4349 Warren Avenue SP MN, 55384 Ph:952-442-7520 $2,636.15 Date: 10/8/2020 Method: Check: 37540 Address: 4317 CHANNEL ROAD, SP, MN 55384 Reference: Permit Number: SP-2020-00061 Type: BLDG - Addition (Residential) for Destiny Homes Inc Product:.. License Lookup Paid 1.00 $5.00 $0.00 _ $5.00 SEC Paid 1.00 $79.50 $0.00 $79.50 —Permit Fee Paid 1.00 $1,506.30 $0.00 _ $1,506.30V Plan Review Fee Paid 1.00 $979.10 $0.00 $979.10 State Surcharge Paid 1.00 $66.25 $0.00 $66.25 Total Amount: $2,636.15 Page 1 of 1 Printed on: 10/812020