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LA167105 16295 Durango Tr 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: Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETGANTZ RESIDENCE16295 DURANGO TRAIL, LAKEVILLE, MN 55044SBF18.19.04 - THE STIRLING - ELEVATION ADRAWN BY:JJS C.O.1/21/19 CUSTOMER 1/21/19 C.O.2/1/19 PERMIT 2/5/19 REVISIONS: ----1 2-4 1 10 Square footages are measured to the exterior finished surface of the outside walls. Square footage calculations were made based on plan dimensions only and may vary from the finished square footage of the house as built. In addition, plan dimensions are not exact and subject to some variance. However, all construction shall be in substantial compliance with the Contract Documents. APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED:1,556 SQ. FT. BELOW GRADE FINISHED:1,271 SQ. FT. BELOW GRADE UNFINISHED: 285 SQ. FT. GARAGE: 510 SQ. FT. Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 02/27/2019dmathews Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETGANTZ RESIDENCE16295 DURANGO TRAIL, LAKEVILLE, MN 55044SBF18.19.04 - THE STIRLING - ELEVATION ADRAWN BY:JJS C.O.1/21/19 CUSTOMER 1/21/19 C.O.2/1/19 PERMIT 2/5/19 REVISIONS: ----1 2-4 2 10 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETGANTZ RESIDENCE16295 DURANGO TRAIL, LAKEVILLE, MN 55044SBF18.19.04 - THE STIRLING - ELEVATION ADRAWN BY:JJS C.O.1/21/19 CUSTOMER 1/21/19 C.O.2/1/19 PERMIT 2/5/19 REVISIONS: ----1 2-4 3 10 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 3 5 5 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETGANTZ RESIDENCE16295 DURANGO TRAIL, LAKEVILLE, MN 55044SBF18.19.04 - THE STIRLING - ELEVATION ADRAWN BY:JJS C.O.1/21/19 CUSTOMER 1/21/19 C.O.2/1/19 PERMIT 2/5/19 REVISIONS: ----1 2-4 4 10 × -Min. 15" clearance to anyobstruction from center of W.C., 24" in front(typ). 33 4 4 4 2.75 3.4 4 3 44 3 4 4.75 4 4 4 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETGANTZ RESIDENCE16295 DURANGO TRAIL, LAKEVILLE, MN 55044SBF18.19.04 - THE STIRLING - ELEVATION ADRAWN BY:JJS C.O.1/21/19 CUSTOMER 1/21/19 C.O.2/1/19 PERMIT 2/5/19 REVISIONS: ----1 2-4 5 10 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETGANTZ RESIDENCE16295 DURANGO TRAIL, LAKEVILLE, MN 55044SBF18.19.04 - THE STIRLING - ELEVATION ADRAWN BY:JJS C.O.1/21/19 CUSTOMER 1/21/19 C.O.2/1/19 PERMIT 2/5/19 REVISIONS: ----1 2-4 6 10 R-4 on pipe in attic Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETGANTZ RESIDENCE16295 DURANGO TRAIL, LAKEVILLE, MN 55044SBF18.19.04 - THE STIRLING - ELEVATION ADRAWN BY:JJS C.O.1/21/19 CUSTOMER 1/21/19 C.O.2/1/19 PERMIT 2/5/19 REVISIONS: ----1 2-4 7 10 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETGANTZ RESIDENCE16295 DURANGO TRAIL, LAKEVILLE, MN 55044SBF18.19.04 - THE STIRLING - ELEVATION ADRAWN BY:JJS C.O.1/21/19 CUSTOMER 1/21/19 C.O.2/1/19 PERMIT 2/5/19 REVISIONS: ----1 2-4 8 101/4"1-1/2" Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETGANTZ RESIDENCE16295 DURANGO TRAIL, LAKEVILLE, MN 55044SBF18.19.04 - THE STIRLING - ELEVATION ADRAWN BY:JJS C.O.1/21/19 CUSTOMER 1/21/19 C.O.2/1/19 PERMIT 2/5/19 REVISIONS: ----1 2-4 9 10 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETGANTZ RESIDENCE16295 DURANGO TRAIL, LAKEVILLE, MN 55044SBF18.19.04 - THE STIRLING - ELEVATION ADRAWN BY:JJS C.O.1/21/19 CUSTOMER 1/21/19 C.O.2/1/19 PERMIT 2/5/19 REVISIONS: ----1 2-4 10 10 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED COPYRIGHT HANSON GROUP, LLC 2018©DescriptionDateRevisionApril 13, 2018Project Number:Date:8.220S11Sheets: of1Print Name:Signed: License Number:Ryan Mack4-13-1846673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.4QDGTV6JQOCU*QOGU+PE16972 Brandtjen Farm DriveLakeville, MN 550443407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQOPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Stirling Model AMinnesota ConstructionEXTERIOR BEARING WALLEXTERIOR NON-BEARING WALLROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHINTERIOR BEARING WALLINTERIOR NON-BEARING WALLPROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE, TOJOISTS/TRUSSES/BLOCKING ABOVE, AND TO JOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOTNECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSS TOTOP PLATE w/ (3) 8dTOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(UPPER LEVELTRUSS BEARINGWALLS ONLY)REPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP & CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.THE COVERED ENTRY, DECK, AND OPTIONAL SCREEN PORCH ARE CONSIDERED BY THE HANSON GROUP TO BEPRIMARILY OPEN, NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCESYSTEM OF THE HOME. PROVIDE CODE REQUIRED LEDGER TENSION AND UPLIFT CONNECTIONS. CONTACT THEHANSON GROUP IF A RIGID DESIGN OF THESE AREAS IS DESIRED.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODEMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S1REFERENCE PLANPERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM3S1FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.REPLACE HOLDOWN w/SIMPSON MSTC52STRAP LAPPED ACROSSFLOOR SYSTEM w/LOOKOUT/WALKOUTFOUNDATION BELOWPROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILL PLATEINTO FOUNDATION AT THIS WALLPORTION IN ADDITION TO ANCHORBOLTS (NOT SHOWN)BLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø SIMPSON TITEN HD ROD COUPLERw/ 8" EMBED INTO CONCRETE(MAY OMIT & EPOXY THREADED ROD8" DIRECTLY INTO CONCRETE)12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWN ANCHORNAILED TO DOUBLE STUDSPROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOWALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOLOOKOUT FOUNDATIONSPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S1REFERENCE PLAN4-SEASON PORCH OPTION4-SEASON PORCH OPTION4-SEASON PORCH OPTIONPROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON HTT5 HOLDOWN ANCHORAT LOCATIONS SHOWN NAILED TODOUBLE STUDS w/ 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-INANCHOR INTO CONCRETEPROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILL PLATEINTO FOUNDATION AT THIS WALLPORTION IN ADDITION TO ANCHORBOLTS (NOT SHOWN)PERFORATED SHEARWALL4S1FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.OMIT CONCRETE SCREWSw/ LOOKOUT/WALKOUTFOUNDATION BELOWIF FOUNDATION WALL ISFULL HEIGHT TO CORNER,SHORTEN SHEARWALL &OMIT STRAP & LOWER LEVELHOLDOWN (INSTALL MAINLEVEL RAISED HOLDOWN AS SHOWN IN 3/S1)(3-FT)(4-FT) (3.4-FT)(2.75-FT) BRACED WALL LINE (4.75-FT)(3-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(3-FT) (3-FT) (5-FT) (5-FT)(5-FT)BRACED WALL LINE BRACEDWALL LINE (4-FT)(5-FT) (4-FT)BRACEDWALL LINE(4-FT)(6-FT) (4-FT)(6-FT)(5-FT)CONSTRUCTSHEARWALL ASSHOWN IN 3/S1CONSTRUCTSHEARWALL ASSHOWN IN 4/S1CONSTRUCTSHEARWALL ASSHOWN IN 4/S1 SIM.ONE-SIDED ONE-SIDED ONE-SIDED © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 © 16295 Durango Trail Lakeville 55044 40,000 X X 40,000 1800 40,000 3000 3000 1800 3000 .6 .6 .4 40,000 40,000 13.33 13.33 .4 4.3 2.3 240 375 375 NR 3105 466 466 115 58 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 R-10 X R-21 X R-21 X R-21 X R-49 X R-30 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:60,000 Capacity in Gallons: Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code 6"Passive Low: Other, describe: XLow: Location of fan(s), describe: Cfm's " round duct OR " metal duct Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 43VP50E2 DX13SN0241A Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces R-410A Make-up Air Select a Type Rheem Domestic Water Heater Gas MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER Model Heating System Gas Daikin DM92SS0603BN Manufacturer Daikin 50 Output in Tons:2 Appliances Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardTHERMAL ENVELOPE Insulation Location Foam, Closed CellFoam Open Cell Wall Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Fuel Type Solar Heat Gain Coefficient (SHGC):0.34 Describe other insulated areas RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.28 Building envelope air tightness: 6 MIL POLY - 4" AGG INTERIOR INTERIOR Below Entire Slab Rigid, Extruded PolystyreneRigid, Isocynurate Perimeter of Slab on Grade Ceiling, flat ATTIC EXTERIOR SEALANT Rim Joist (1st Floor) Windows & Doors Ceiling, vaulted Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 19,05636,814 Heating Gain Cooling Load 58 115 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): 16,903 Residential Load Calculation Heating Loss Bay Windows or cantilevered areas Floors over unconditioned area Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.2/5/2019 New Construction Energy Code Compliance Certificate Name of Residential Contractor Robert Thomas Homes MN License Number BC644819 City Mailing Address of the Dwelling or Dwelling Unit Lakeville16295 Durango Trail Builders 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 16295 Durango Trail Robert Thomas Homes Greg Mefford 612-490-1266 greg.mefford@robertthomashomes.com Excavation/construction of single family home 15765 Rob St. Sauver Robert Thomas Homes 952-292-2419 rob.stsauver@traditiondevelopment.com U of MN 5/31/2019 R 100001)))))))))))))))))))))))))))))))))ooooooooooooooooooooooooooooooooooooooor rrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrr ererereeeereeeeerrrrrrreereeeeeeerereeeerererrererrrreeerereereereeeeerrrrrrreeeeeeeereeerrrosooosoooooososososoooooosooosososososososooosssososososososososossssssooososossssssoosooooooooosoosssssssosooooossssssssosssssssssssssssssion anddd sediment control plan. e:______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ D 2/5/19 02/11/19 X KP