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Home My WebLink AboutLA180037 18013 Gresford Lane Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 1'-8"38'10'12'16'9'-6 1/2"65'-5 1/2"54'11'-5 1/2"39'-8"22'5'-8"12'5'11'-5 1/2"43'31'-6 1/2"27'WINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW01 1630FX 1 2 1630FX 18 " 36 " FIXED GLASSW02 3050DH 2 1 3050DH 36 " 60 " DOUBLE HUNGW03 61052MU 1 1 61052 82 " 62 " MULLED UNITW04 6250MU 1 1 6250 74 " 60 " MULLED UNITW05 9450MU 1 1 9450 112 " 60 " MULLED UNITOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: 1/4"=1'0"Basement Floor Plan DATE:****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNOPROJECT DESCRIPTION:SHEET TITLE:Sketch #2A-14/17/2020UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode04/29/2020dmathews DWW03W03W03W05W05W05W04W04W04W02W02W02W02W02W02SDCO/SDCO/SDSD3'1'-8"9'-6 1/2"5'-8"5'6'38'10'12'1'15'7'-4 1/8"7'-7 7/8"5'5'6'6'39'-8"22'17'-8"11'11'2'-10"8'-10"6'70'16'-4 13/16"2'-6"5'-11"29'-2 3/16"11'-5 1/2"6'5'-5 1/2"70'11'-5 1/2"15'-6"5'-4"3'-2"7'-6 1/2"27'5'-11"5'-6 1/2"9'11'-8 1/4"7'-6 1/2"27'8'6'9'1'4'11'3' ! "#$"Portal frame this wall(2) 11 7/8" LVL% &’& ( ( #)*+ , -./#Girder TrussGirder Truss+01!#.$2(2) 9 1/2" LVL3#3##"#WINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW01 2646SC 3 0 2646SC 30 " 54 " SNGL CASEMENT-HRW02 3050DH 2 1 3050DH 36 " 60 " DOUBLE HUNGW03 61052MU 1 1 61052 82 " 62 " MULLED UNITW04 6250MU 1 1 6250 74 " 60 " MULLED UNITW05 9450MU 1 1 9450 112 " 60 " MULLED UNITOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: 1/4"=1'0"Main Floor PlanDATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #2A-2****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNO4/17/2020* wall bracing 4’ OSB on corners and every 20’546 sflocateoutsidebedroomwithin 10'FANFANPFGPFGPanel required for maximum20' between WB panels.Roof Girder-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: DATE:Elevations1/4"=1'0"PROJECT DESCRIPTION:SHEET TITLE:Sketch #2A-3Window maximum U factor: .32Window fall protection is requied where the lowest part of the opening islocated more than 72" above finished floor. Operable sections ofwindows shall not permit openings that allow passage of a 4" diametersphere where such openings are located withing 36" of the finished floor.6 in129 in129 in124/17/2020Stone 115/266 43%LP Lap 151/266 57%Sides & Back LP Lap + 4# 5 ’ - ($ 67 8 5 4. +- ## (+$ ( ! 95’ 2 : + .4. 5 ; 2 , *< 5 =. ..!# % *$ 1.> < ,2" *$ 4 +$2 9 % 49 3. 22 3 2 ; +>8 * #? 3 @0 ;;# ( # &,.>3 ,# 4+$ (0& Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE:Cross Section1/4"=1'0" DATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #2A-44/17/2020 Trussesareshortenedfor1/2"sheathing. Seedetailforpigybackcapinstallation. 5'-0"Cant Hangers: =JL28 =THD210 C3C1GC2C2C2C2C2D3D1GD2D2B6G B5 B5 B5 B5 B5 B4 B4 B4 B3 B3 B3 B2 B2 B2 B2 B2 B2 B2 AG B1G CV1CV2DV1DV2DV3DV4DV5DV6DV7FV1FV2FV3FV4BCG BC BC BC BC BC BC BC BC BC BC BC BC BC BC BC BC BC BC BCG 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 3 THISISATRUSSPLACEMENTDIAGRAMONLY.Thesetrussesaredesignedasindividualbuildingcomponentstobeincorporatedintothebuildingdesignatthespecificationofthebuildingdesigner.Seeindividualdesignsheetsforeachtrussdesignidentifiedontheplacementdrawing.Thebuildingdesignerisresponsiblefortemporaryandpermanentbracingoftheroofandfloorsystemandfortheoverallstructure.Thedesignofthetrusssupportstructureincludingheaders,beams,walls,andcolumnsistheresponsibilityofthebuildingdesigner.Forgeneralguidanceregardingbracing,consult"Bracingofwoodtrusses"availablefromtheTrussPlateInstitute,583D'OnifrioDrive,Madison,WI53179ROOFTRUSSLAYOUT Scalen.t.s CUSTOMER:LampertsAppleValleySummergateSketch218013GresfordLaneLakeville,MNWO#509236ROOFDESIGNER:LeonDeckerROOFLbrDurFac:1.15PltDurFac:1.15FlrSpacing:24.00"DesignCrit:TPI-02/IRC-06DesignDescr:IRC35.0010.0000.0010.0055.00T/CLive:T/CDead:B/CLive:B/CDead:Total(PSF) Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner HVAC Load Calculations for Leading Edge Prepared By: Duane Moe Leading Edge Heating & Air 807 Harvest Circle SW Lonsdale, MN 55046 (763)333-5772 Monday, March 2, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ferguson [ Plymouth MN ] Plymouth, MN 55441 Page 2 Project Report General Project Information Project Title: Project Date:Monday March 2, 2020 Client Name:Leading Edge Company Name:Leading Edge Heating & Air Company Representative:Duane Moe Company Address:807 Harvest Circle SW Company City:Lonsdale, MN 55046 Company Phone:(763)333-5772 Design Data Reference City:Minneapolis/St. Paul AP, Minnesota Building Orientation:Front door faces West Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-20 -20 n/a 30%70 31.64 Summer:88 71 44%50%75 24 Check Figures Total Building Supply CFM:625 CFM Per Square ft.:0.339 Square ft. of Room Area:1,846 Square ft. Per Ton:1,128 Volume (ft³):16,615 Building Loads Total Heating Required Including Ventilation Air:46,269 Btuh 46.269 MBH Total Sensible Gain:14,731 Btuh 80 % Total Latent Gain:3,618 Btuh 20 % Total Cooling Required Including Ventilation Air:18,350 Btuh 1.53 Tons (Based On Sensible + Latent) 1.64 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Slab on Grade Leading Edge.rh9 Monday, March 2, 2020, 1:42 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ferguson [ Plymouth MN ] Plymouth, MN 55441 Page 3 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 1D-cw-o: Glazing-Double pane, operable window, clear, wood frame, U-value 0.32, SHGC 0.56 167 4,810 0 7,891 7,891 11J: Door-Metal - Fiberglass Core, U-value 0.6 21 1,134 0 302 302 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 1534 8,973 0 1,326 1,326 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 1846.2 3,323 0 1,772 1,772 22B-10ph: Floor-Slab on grade, Vertical board insulation covers slab edge and extends straight down to 3' below grade, any floor cover, R-10 insulation, passive, heavy moist soil, U-value 0.481 191 8,268 0 0 0 Subtotals for structure:26,508 0 11,291 11,291 People:4 800 920 1,720 Equipment:0 0 0 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 121, Summer CFM: 82 11,635 1,267 1,133 2,400 System 1, Zone 1 Load Totals:38,143 2,067 13,344 15,411 Check Figures Supply CFM:625 CFM Per Square ft.:0.339 Square ft. of Room Area:1,846 Square ft. Per Ton:1,372 Volume (ft³):16,615 Zone Loads Total Heating Required:38,143 Btuh 38.143 MBH Total Sensible Gain:13,344 Btuh 87 % Total Latent Gain:2,067 Btuh 13 % Total Cooling Required:15,411 Btuh 1.28 Tons (Based On Sensible + Latent) 1.35 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Slab on Grade Leading Edge.rh9 Monday, March 2, 2020, 1:42 PM Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is reqXired for ³ConstrXction actiYit\ that resXlts in land distXrbance of eqXal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,´ (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. ³Permittees mXst ensXre a trained person Zill inspect the entire constrXction site at least once eYer\ seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ inch in 24 hoXrs,´ (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ Company: ___________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: __________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 04/01/2020 X KP