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LA191132 19185 Huntington Ave Permit Pack
RESIDENTIAL 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 19185 Huntington Avenue Summerlyn-9th AdditionHARDBOARD SIDING ON SIDE & REAR ELEVATIONS.HARDBOARD SIDING ON FRONT ELEVATION.FACE APPLIED STONE VENEERLP HORIZONTAL LAP SIDINGFACE APPLIED STONE VENEERLP VERTICAL BOARD & BATTEN SIDINGLP HORIZONTAL LAP SIDINGLP HORIZONTAL LAP SIDINGSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode05/24/2021dmathews 19185 Huntington Avenue Summerlyn-9th AdditionUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.3.5 xxxxxxxxxxxxxxxxxxx6653.58855PFHPFHShearwallsAbove xxxxxxxxxxxxxxxxxxxTemper556655ShearwallShearwallShearwall-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 14' 4 1/4"19' 9 1/8"TYPICAL FRAMING:(2) 2x6 1.3E TIMBERSTRAND® LSL STUDS @ 16" O.C.CONNECT W/ (3) 16d NAILS PER PLY @ TOP/BOTTOMPLATE.*ALL WALL TOP PLATES TO BE TIMBERSTRAND®LSL TO MATCH WALL WIDTH.*ALL WALL BOTTOM PLATES TO BE STRANDGUARD®TIMBERSTRAND® LSL TO MATCHWALL WIDTH.STAIRSDEFLECTION L/ATTACH ROOF TRUSS TO TOP PLATEWITH (1) A23 SIMPSON STRONG-TIE®OR (1) A3 USP CLIP @ 2'-0" O.C. INADDITION TO ANY CONNECTIONSREQUIRED BY TRUSS MANUFACTURER.STAIR TALL WALLPlotID Length Product Plies Net Qty20' 0" 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 1215' 0" 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 215' 0" 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL Treated w/ Zinc Borate 1 12' 0" 2 X 6 SPF No.2 1 201' 0" 2 X 6 SPF No.2 1 2USP A-3 Clips for roof truss connection 8THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDINGALL DIMENSIONS SHOWN ARE APPROXIMATE.IT IS THE RESPONSIBILITY OF THE DEALER/BUILDER TO VERIFY ALL DIMENSIONS.ATTACH BOTTOM PLATE TO RIM, FLOORFRAMING AND/OR BLOCKING W/ (2) ROWSOF 16d PNEUMATIC NAILS @ 8" O.C.LOADS MUST BE TRACKED TO FOUNDATIONBY DESIGNER OF RECORD.TRIMMERS, CRIPPLES, AND BLOCKING 10'OR LESS IN LENGTH MAY BE REPLACEDWITH SPF/HF No.2 OR BETTER (BY OTHERS).These plans are for specification of iLevel products and are based on the projectinformation provided to us. This service is intended for product applicationassurance, and is not intended to circumvent the need for a design professional asdetermined by the authority having jurisdiction. These plans have not beenreviewed by a Weyerhaeuser Engineer. The designer of record, builder or frameris responsible to assure these drawings are compatible with the designintent of the overall project.Central Division - Technical SupportCentralServiceRequest@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.iLevel.comArchitectural Drawings Prepared By:LENNARStructural Drawings Prepared By:N/A6/23/11N/ARev.ByDateCommentsLENNAR - MN6005 AuburnElevations A-ETALL WALL(s)Drawn By:AJGChecked By:Date:6/26/2011WALL DESIGN ASSUMPTIONS1) DESIGN APPLICATIONS ARE LIMITED TO VERTICAL LOADS, AND TO LATERALWIND LOADS THAT ARE PERPENDICULAR TO THE WALL FRAMING ONLY(TALL WALL WAS NOT CHECKED OR DESIGNED AS A SHEAR WALL)- 2006 IRC BRACED WALL PROVISIONS ONLY APPLICABLE TO WALL HEIGHTS12' OR LESS.- A TALL WALL MAY MEET CODE PROVISIONS IF THE WALL IS NOT BUMPEDMORE THAN 4' OUT OF PLANE OF THE REST OF THE WALL AND THE WALL IS NOT MORE THAN 25' WIDE.- IF WALL IS BUMPED OUT MORE THAN 4' OR WIDER THAN 25', THE 20' iLEVEL SHEAR BRACE MAY BE A SOLUTION. CONTACT A LOCAL PROFESSIONAL FOR ASSITANCE.2) MEMBER DESIGN AND LATERAL SUPPORT REQUIREMENTS FOR BENDINGARE BASED ON NATIONAL DESIGN SPECIFICATION® (NDS®) 20053) DESIGN ASSUMES STRUCTURAL SHEATHING ON ONE SIDE OF THE WALL, OR A COMBINATION OF GYPSUM WALLBOARD AND NON- STRUCTURALSHEATHING OR SIDING APPLIED TO EACH SIDE OF THE WALL, OREQUIVALENT4) BLOCK/ BRACE ALL FRAMING VERTICALLY EVERY 8'-0" O.C.5) BLOCK DOWN ALL COLUMN/ TRIMMER LOADS AT RIMBOARD LOCATION6) WALL REINFORCEMENT IS REQUIRED AT ALL LIFT POINTS TO ENSURE WALL STABILITY DURING CONSTRUCTION7) TYPICAL STUD FRAMING FOR WALLS WITH FLEXIBLE FINISHES AREDESIGNED AT L/120 DEFLECTION CRITERIA. THE MATERIAL SUPPORTINGWINDOWS IN THESE WALLS ARE DESIGNED AT L/180 DEFLECTIONCRITERIA (U.N.O.)8) TRIMMERS TO BE CONNECTED PER MULTIPLE MEMBER CONNECTIONS (SEE DETAIL TO RIGHT)9) ALL WALL TOP AND BOTTOM PLATES TO BE TIMBERSTRAND® LSL TO MATCH WALL WIDTH (U.N.O.)MULTIPLE MEMBER CONNECTIONS FOR POINTLOADED COLUMNS2 PLY 3 PLY 4 PLYUSE 16d (0.131" x 314") PNEUMATIC NAILS4 PLY ALTERNATE: 2 ROWS, 12" DIAMETER BOLTS AT 8" ON-CENTERMULTIPLE MEMBER CONNECTION FOR NON POINT LOADEDCOLUMNS2 PLY, USE (2) ROWS 16d PNEUMATIC NAILS AT10" O.C.3 PLY'S AND GREATER, USE (2) ROWS 16d PNEUMATIC NAILS (EACH PLY) AT 8" O.C.- STAGGER 2" PER PLYP5L13P6Header to columnHeaderColumnColumn to Top PlateFraminganglesas requiredTrimmerStud (s)Plate widthmust equal wallthickness toprovide lateralbracing. (Platenot required ifheader widthequals the wallthickness.)Trimmerstud (s)Doubletop plateFraminganglesas requiredSolid blocking isrequired if columnand trimmer studsdo not extend tosill plateBlockingpanel asrequiredTrimmerstud (s)Framinganglesas requiredRimboardSill PlateSoleplateColumnColumn to Bottom PlateA notch and hole shall not occurin the same cross sectionMaximum diameter:*138" for 312" thick walls*2316" for 512"-1114" thick wallsMaximum notch:One hole may be cut anywwhere along the length ofthe stud or column but must be at least 58" from the edge.One notch may be cut anywhere except themiddle 13 of the length of the stud or column.*78" for 312" thick walls*138" for 512"-1114" thick walls58" Minimumedge distanceL/3L/3L/3Allowable Holes and Notches*Note: Field skewableframing angles requiredfor sloped top plateconnectionsWB2Connection of double top plate to outlooker must bedesigned to tranfer lateral load to roof.Connect outlooker to double topplate with angle clip (565 lbs min.for Load 1) at 24" o.c.2x_ outlookerContinuous tall-wall framing(from sill plate to top plate)4" o/c nailingrequired fromsheathingto outlookerBlocking betweenoutlookers asrequiredConnect outlooker to trusswith (2) 16d nails for 2x4,(3) 16d nails for 2x6 or 2x82' maxWB3Loads must be trackedto foundation by designerof recordTrusses by othersat 24" on centerConnect truss todouble top platewith one angleclip (545 lbs min.for Load 2) at24" o.c.Gable end wall2x_ solid sawn angle braces toconnect double top plate to roof @ 2'-0"o.c. along length of wall fit snug betweenthe two bays. Connect with (3) 16d nails.2x_ solid sawn connected to topof bottom chord with (3) 16d nails at2'-0" o.c. along length of wall, back 8'-0"Wall bracing is necessary if double top plate is not attacheddirectly to the roof/floor diaphragm.25° to45°Member OrientationPlate width must equal wall thicknessto provide lateral bracing (plate notrequired if header equals wall thickness)CODE: IBCSNOW LOAD:35 PSFDEAD LOAD:15 PSF (dead loads are adjusted for slope correction)EXPOSURE/WIND LOAD: BWIND SPEED: 90 MPHCONNECTIONS: BASED ON .5 SPECIFIC GRAVITYDESIGN PARAMETERSPLANS AND MATERIAL LISTS SHOWN DO NOTINCLUDE SUPPORT FRAMING FOR PORCHHEADERS. 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40,000 40,000 13.33 13.33 66000 3016 3032 1 1 0 0 0 0 280 415 415 4280 642 642 -227 180 90 19185 Huntington Avenue Date Certificate Posted X Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " round duct OR " metal duct Balanced Ventilation capacity in cfms:Mech Room Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 90 High: Energy Recover Ventilator (ERV) Capacity in cfms:High: Location of duct or system: Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat Interior R5 + R10 Exterior Interior Interior New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.5/7/2021 Mailing Address of the Dwelling or Dwelling Unit City Lakeville19185 Huntington Avenue Name of Residential Contractor MECHANICAL VENTILATION SYSTEM 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): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms:180 MN License Number Lennar 1413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateResidential Load Calculation Heating Loss Heating Gain Cooliing 52,854 27,005 31,754 13 Location of duct or system: Rating or Size 50 Output in Tons:3 Efficiency SEER /EER Nat Gas Nat Gas Elect GPVL-50 13ACXN36-230 Fuel Type Manufacturer Lennox AOSmith Lennox Model ML193UH070XE36B Average U-Factor (excludes skylights and one door) U: 0.31 Solar Heat Gain Coefficient (SHGC):0.29 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors 000000Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________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 on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). 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. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 19185 Huntington Avenue U.S. Home Corp d/b/a Lennar Jesse Schwarzrock 612-346-2648 Jesse.Schwarzrock@Lennar.com Residential Development 35385 Kristen Moretz Pathlight Pro 404-312-4707 kmoretz@pathlightpro.com Envirocert International Inc 04/24/21 5/7/2021Kurt NiskaDigitally signed by Kurt Niska Date: 2021.05.07 15:14:47 -05'00' 05/17/21 X KP