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HomeMy WebLinkAboutLA214805 - 19501 Harbor Dr 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:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND FRONT ELEVATIONSCALE: 1/8"=1'-0"81218X18 STONEBASE 30" ABOVESTOOP W/ 12X12HARDBOARDWRAPPED BYSIDER & COLLARS4" VINYL TRIMGRIDS FRONTONLYADDRESS STONESTONE PER PLAN812VINYL LOUVERW/4" TRIMAROUNDVINYL B&B PERPLAN OSB BEHINDFREEZEBOARDS INGABLES HARDBOARD 4X4BRACKETS INGABLESHAND FRAMESADDLEBEHIND29'-9" FYPON ORHARDBOARD 4X4BRACKETS INGABLESGUTTER & DSFRONT PORCH &GARAGE RETURNONLY3'-0"3'-0"VINYL SHAKESVINYL SHAKESDOWNSPOUTDSPRAIRIE GRIDS INGARAGE WINDOWS*NON-CODE GARAGEWALLS INSULATE BYOWNER30 YR SHINGLESROOF VENTSREAR ELEVATIONSCALE: 1/8"=1'-0"VINYL 4SIDES612HAND FRAMESADDLE12' DECK LEDGERSPIGOTCEDAR TOE KICKAC ON BRACKETSTO GARAGESPIGOTHEADERFUT OPENINGRIGHT ELEVATIONSCALE: 1/8"=1'-0"VINYL 4SIDES612SPIGOTDOWNSPOUTGAS METERSUMPDISCHARGEINTO STORMSEWERFIRE PLACEVENTLEFT ELEVATIONSCALE: 1/8"=1'-0"VINYL 4SIDES612HAND FRAMESADDLEDRYERVENTAC ON BRACKETSTO GARAGECONC. WINDOWWELL W/DT &LADDERELECTRICALMICROWAVEVENTHEADERFUT OPENINGAll changes after abovedate will be doneaccording to F.F.H.Change Order PolicyHomeownerSignatureFIELDSTONE FAMILY HOMES INC.MN LIC: BC631164WI LIC:DC-070800080Intellectual propertyof Fieldstone FamilyHomes, Inc.© 2008.ALL RIGHTSRESERVED. Theseplan drawings,including but notlimited to, all text,designs, renditions,floor plans, along withthe selection andarrangement ofthereof, are originalcopyrighted materialsowned by FieldstoneFamily Homes, Inc.These materials areprotected by federallaw againstunauthorized copying,or reproduction byunauthorized personsand entities.CLIENT:LOCATION:Berres Ridge 8thLot 1 Blk 1ANKROM1Scale: 1/4" = 1'-0"ELEVATIONSPlan: Canton IITotal Foundation:2921Finished: 2795Unfinished: 58219501 Harbor DrLakevilleMN 55044JOB #:REVISION 1 3/27/23REVISION 2 3/29/23REVISION 3 3/31/23REVISION 4 4/5/23REVISION 5 4/6/23REVISION 6 4.18.23REVISION 7 4.21.23REVISION 8 5.4.23REVISION 9REVISION 10REVISION 11FINAL5.10.23Fin Sq Ft: 2795House Foundation:1672«¢¯ž°š²­š©ž«žš­¥žŸ­¬¢ž­¨¦š±œ®«›œ®­©ž«¬®«¯ž²Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode06/28/2023dmathews 29'-10"39'-8"31'-0"60'-10"38'-0"14'-0"12'-6"26'-6"64'-6"15'-0"58'-10"43'-10"18'-9"6'-2"4'-1"4'-1"16'-11"12'-6"17'-6"1'-0"15'-0"FILL9'-0"17'-6"9'-0"17'-0"20'-6"16'-9"6'-0"2'-0"20'-10"5'-6"16'-3" M.O.7'-0"3'-6" POURED WALLS20X8 FTGS8'-4" FULL BSMTPOURED20X8 FTGS8'-4" FULL BSMTPOURED20X8 FTGS8'-4" FULL BSMTPOURED20X8 FTGS8'-4" FULL BSMTPOURED20X8 FTGS8'-4" FULL BSMTPOURED20X8 FTGS8'-4" FULL BSMTPOURED20X8 FTGS7'-8" STOOP WALLSPOURED20X8 FTGS4X6.6 TREATED16X8 FTGSCONC. PIER24X24CONC. PIER24X24GARAGE4" CONC.SLAB SLOPE AS REQ'D PER CODECONC. PIER24X2464'-4"5'-0"3' CONC.SIDEWALKCENTER ONDOOR3'-0"23'-8"*ANCHOR BOLTS PLACEDACCORDING TO IRC SECTION404-R.404.1 (3)TABLE R404.1(1)DOUBLES AT 16' PLATESPLICES SO BOLT @ 15' & 17'ANCHOR BOLTS CENTER ONWALL WITH FOAMANCHOR BOLTS 134" INSIDEFROM WALLS WITH NO FOAM4X4 TREATEDLAY FLAT4"4"4"4" CONC.FLOOR16X8 CONC.FTGFRAMER NOTE: INTERIORCURB DETAIL FOR 2X4BEARING WALLMECHANICALFASTENER TOFOOTING BYFRAMERFRAMER TOCUT OUT CURBFOOTING ATDOOROPENINGS8'-4" FULL BSMTPOURED20X8 FTGS8'-4" FULL BSMTPOURED20X8 FTGSNO ANCHORBOLTSWINDOWLOCATION8'-0"4'-2"10"10"8"6"2"10"2"6"2"6"6"2"6"2"6"2"ANCHOR BOLTLOCATION EVERY 6'STARTING THISCORNER. PLACEONE ANCHOR BOLT1' FROM EACHSIDE OF THE 16'SPLICEXXXXXXANCHOR BOLTLOCATION EVERY 6'STARTING THISCORNER. PLACEONE ANCHOR BOLT1' FROM EACHSIDE OF THE 16'SPLICEANCHOR BOLTLOCATION EVERY 6'STARTING THISCORNER. PLACEONE ANCHOR BOLT1' FROM EACHSIDE OF THE 16'SPLICEXXXX4' RECESSSTEPDRAIN TILEUNDER SIDEWALKX2DS TODT3'-6" FULL BSMTPOURED20X8 FTGS8"8"4'-0"3'-6" DAYLIGHTPOURED20X8 FTGSNO ANCHOR BOLTSWINDOW LOCATION3'-11"5'-0"6'-2"13'-8"5'-5 1/2"43'-8"20'-8"4'-0"6'-10"2"7'-7"1'-8"15'-10"7'-4"10 1/2"2'-9"5'-8 1/2"1'-8"5'-0"NO ANCHOR BOLTSWINDOW LOCATION16'-3" M.O.1'-6"1'-6"1'-6"1'-6"2'-0"18'-9"19'-3"SUMPDISCHARGETO STORMSEWERAll changes after abovedate will be doneaccording to F.F.H.Change Order PolicyHomeownerSignatureFIELDSTONE FAMILY HOMES INC.MN LIC: BC631164WI LIC:DC-070800080Intellectual propertyof Fieldstone FamilyHomes, Inc.© 2008.ALL RIGHTSRESERVED. Theseplan drawings,including but notlimited to, all text,designs, renditions,floor plans, along withthe selection andarrangement ofthereof, are originalcopyrighted materialsowned by FieldstoneFamily Homes, Inc.These materials areprotected by federallaw againstunauthorized copying,or reproduction byunauthorized personsand entities.CLIENT:LOCATION:Berres Ridge 8thLot 1 Blk 1ANKROM2Scale: 1/4" = 1'-0"Agent: TyFOUNDATIONPlan: Canton IITotal Foundation:2921Finished: 2795Unfinished: 58219501 Harbor DrLakevilleMN 55044JOB #:REVISION 1 3/27/23REVISION 2 3/29/23REVISION 3 3/31/23REVISION 4 4/5/23REVISION 5 4/6/23REVISION 6 4.18.23REVISION 7 4.21.23REVISION 8 5.4.23REVISION 9REVISION 10REVISION 11FINAL5.10.23Fin Sq Ft: House Foundation:1672UFER GROUNDProvide 20' rebar in footing and stub up nearelectrical service panel for UFER ground. 92%FURNACESEALEDCOMBUSTIONFD50 GALWHPOWERVENTSEALEDSBGROUNDRODAIREXCHANGE80SQFTOPENGARAGE4" CONC.SLAB SLOPE AS REQ'DPER CODE4-STRINGERSUP30'-0"44'-0"31'-0"61'-0"38'-0"14'-0"12'-6"26'-6"64'-6"15'-0"59'-0"44'-0"18'-9"6'-2"4'-1"4'-1"17'-1"12'-4"17'-6"4-STRINGERS1'-0"2'-4"16'-6"UNFINISHEDMECHANICALSPIGOTSPIGOT16'-3" M.O.FILL18" MFG FLOORTRUSSES @ 24" O.C.18" MFG FLOORTRUSSES @ 24" O.C.9'-0"13'-8"9'-0"17'-0"20'-6"1'-6"1'-6"12'-4"11'-4"12" SHRK LIDTO CODE12" SHRK LIDTO CODE60"LLBATHLVTPHTBREC ROOMCARPETBEDROOM #3CARPET262-2X10(8')DROPPED2' CANT6'-0"2'-0"21'-0"5'-6"16'-3" M.O.7'-0"5'-4"266'-9"4'-0"BEDROOM #4CARPET21'-0"20'-6"64'-6"5'-0"18" MFG FLOOR TRUSSES@19.2" O.C. ENGINEEREDTO CARRY DECK LOADON CANT.18" MFG FLOORTRUSSES @ 24" O.C.SDSD/CO3'-0"UNFINISHEDSTORAGE8'-2"26'-6"CARPET3' CONC.SIDEWALKCENTER ONDOORWOOD CAP4X4 TREATEDLAY FLAT4"4"4"4" CONC.FLOOR16X8 CONC.FTGFRAMER NOTE:INTERIORCURB DETAIL FOR 2X4BEARING WALLMECHANICALFASTENER TOFOOTING BYFRAMERFRAMER TOCUT OUT CURBFOOTING ATDOOROPENINGS7'-8"26SD13'-8"11'-4"4'-0"5'-0"15'-4"2/42/4BEARING WALLDOUBLEWICCARPETSINGLESINGLESINGLE12 WALL W/ WOODCAP6X6SHRK POST5036 GL2-2X10(12')18"x21"x84"LINEN 5'-2"2X8 FLOORJOISTS @ 16"O.C.FAN 4' RECESSSTEP2X6CONC.WINDOWWELL W/DT &LADDERWOOD CAP5'-10"18" MFG FLOORTRUSSES @ 24" O.C.HANDRAILDRAIN TILEUNDER SIDEWALKX2DS TODTFRAME 12WALL AT 54"4'-0"15'-2"14'-10"4'-0"8'-0"5036 GL2-9-1/2" M/L (12')6'-7"18" CANT ABOVE 6032 STERLINETUB/SHOWERTHERMOPLY BEHINDTUB/SHOWER50 DBL3-2x10 (18')DROPPEDBEARING WALL6'-2"BEARING WALL5'-0"11'-2"7'-4"5'-0"7'-8"1'-10"40'-0"12" SHRK LIDTO CODE7'-7"18'-9"6'-10"5036 GL2-2X10 (12')4'-4"24'-6" SPAN18" MFG FLOOR TRUSSES@19.2" O.C.1'-8"SWITCHSPIGOTSOFT1'-6"1'-6"19'-3"18'-9"SUMPDISCHARGETO STORMSEWERAC ONBRACKETSTO GARAGE7'-8"GASELECTRICALIRRIGATIONLINE1'-4"DAYLIGHTWALL W/WOOD CAPFULL WALLNO LEDGEFRAMEFULL WALLNO LEDGEFRAMEFULL WALLNO LEDGESPIGOTDRYER VENTDOWN & OUT2/4CARPET AREAUNDER STAIRSCARPET AREAUNDER STAIRSCARPETAll changes after abovedate will be doneaccording to F.F.H.Change Order PolicyHomeownerSignatureFIELDSTONE FAMILY HOMES INC.MN LIC: BC631164WI LIC:DC-070800080Intellectual propertyof Fieldstone FamilyHomes, Inc.© 2008.ALL RIGHTSRESERVED. Theseplan drawings,including but notlimited to, all text,designs, renditions,floor plans, along withthe selection andarrangement ofthereof, are originalcopyrighted materialsowned by FieldstoneFamily Homes, Inc.These materials areprotected by federallaw againstunauthorized copying,or reproduction byunauthorized personsand entities.CLIENT:LOCATION:Berres Ridge 8thLot 1 Blk 1ANKROM3Scale: 1/4" = 1'-0"Agent: TyLOWER LEVELPlan: Canton IITotal Foundation:2921Finished: 2795Unfinished: 58219501 Harbor DrLakevilleMN 55044JOB #:REVISION 1 3/27/23REVISION 2 3/29/23REVISION 3 3/31/23REVISION 4 4/5/23REVISION 5 4/6/23REVISION 6 4.18.23REVISION 7 4.21.23REVISION 8 5.4.23REVISION 9REVISION 10REVISION 11FINAL5.10.23Fin Sq Ft: 1090House Foundation:16726/%&3$"#*/&53&'3°ž­›š«BWPsAboveFuture deckattachment allowedonly if trussdocumentation issupplied that lateralload connection isalso addressedand not just gravityloads. GREAT ROOM12" LAMINATEDINETTE12" LAMINATEFOYER12" LAMINATEGARAGE4" CONC.SLAB SLOPE AS REQ'D PER CODE30 3 P W/SDLTS3-2X10 (18')6032TUB/SHOWER OWNERSBEDROOMCARPETLAUNDRYROOMVINYL12" LAMINATESD/COMFG ROOF TRUSSES@ 24" O.C.28 3P 20 MINFIRE RATEDSTEEL2-2X10 (8')BEDROOM#2CARPETDW 18X18 STONEBASE 30" ABOVESTOOP W/ 12X12HARDBOARDWRAPPED BYSIDER POST4-STRINGERSDOUBLEWICCARPETDNMAINBATHLAMTPHTB48"9'CEILINGS30'-0"2'-0"32'-0"2'-0"44'-0"13'-0"12'-0"15'-0"44'-0"31'-0"63'-0"38'-0"26'-6"64'-6"61'-0"46'-0"3'-4"15'-2"10'-10"5'-6"6'-4"4'-0"4'-0"17'-2"9'-4"3'-11"42"OWNERSBATHCERAMICTR5'-4"10'-6"SINGLE6'-0"4-STRINGERSCARPET2428263052 PIC2-2x10(10')6/0 SGD2-2X10 (8')12' DECK LEDGER5050 GL3-2x10(18')265050 PIC2-2X10 (12')SET AT SAMEHEIGHT AS MAINFLOOR WINDOWSDRAIN TILEUNDER SIDEWALKX212" BASEGIRDER TRUSSCENTERED245'-10"12'-2"4'-6"SINGLE11'-10"4'-6"2'-0"17'-0"12'-2"SINGLE8'-7"2'-6"5'-7"4'-2"3'-4"242417'-6"20'-6"3'-3"1'-7 1/2"9'-4"42"RAISED 18"DRAWERSTACKW/WOODTOP265'-6"9'-1 1/2"11'-3"6'-0"21'-0"5'-6"1'-0"CANT3'-0"20'-6"64'-6"7 1/2"7 1/2"USE HOUSE WALL ASBEARING FOR ROOFTRUSSES - EXTENDHEELS6'-3"DOUBLE2'-9"2020TRANSOM2-2X10 (8')3'-3"3'-3"*3052 SH*3052 SHMULL STRIPBETWEENWINDOWSFAMILY ENTRYVINYLHIGHDENSITY OSBSUB FLOORALL MAINFLOORSDSDSD/CO3' CONC.SIDEWALKCENTER ONDOOR4052 PIC2-9-1/2" M/L (12')*3052 SH*3052 SHMULL STRIPBETWEENWINDOWS3'-9"3'-9"3'-9"2-2x8 (14')FLUSH8"10'-0"3'-10"4'-0"9"17'-8"2'-6"4'-5"8'-2"4'-0"5'-0"28RECYCLINGPULLOUTATTICACCESS22X32FAN4' RECESSSTEP3'-6"18"x21"x84"LINEN9'-10"WDAC ONBRACKETSTO GARAGE2X6 WALLFANWOOD CAPFRAME BENCH OPENBELOW - NTS17" H18" DFOYER BENCH &FAMILY ENTRYFRAMED BENCHTHERMOPLY BEHINDTUB/SHOWER 2-2x8(16')EGRESSBELOW5'-10"CANT4-2x6STUDS4-2x6STUDS2-2x8 (14')FLUSHACCESS22X3217'-9"DS TODTGUTTER &DSSPIGOTDRYER VENTDOWN & OUTFRAME 12WALL AT 54"HANDRAILHANDRAIL9'-2"4'-6"TR3X5CERAMICSHOWER4020 TRANTEMPEREDSET @ 7'2-2X10 (10')2X4 48" 1/2WALL36" FRAME-LESSGLASSPANEL ABOVE60" FREESTANDINGTUBPFFSR593132"PIVOT DR 4'-0"266'-5"2/42'-8"PANTRYLAMINATESTAT/HRV9'-1"4'-0"11'-4"DBL 20OPAQUEFULLDEPTH36"1'-3"4'-0"2'-2"7'-0"4'-10"NO SOFFITSKITCHEN12" LAMINATE7'-6" UPPERSNO STAGGER2-1178" M/L (28')16X8 GARAGE DOORW/ WINDOWS (PRAIRIE GRIDS)2-1178" M/L (28')1'-7 1/2"3'-2"STACK1'-11"2'-1"9'-0"3'-7"FRAME BENCHW/ WOOD CAP17" H 18"DOPEN BELOWFRAME BENCH W/WOOD CAP17" H 18"DOPEN BELOWFAN2X4CONTROLVALVE4'-6"WALLMOUNTLT10" FLUSH SNACK BAR1'-6"5'-9"6'-0"5'-5"2'-4 1/2"2020 TRAN2-2X102'-4 1/2"2020 TRAN2-2X1014'-10"24"BASEHOOKTBPH3' FUTUREOPENING HEADER2-2X10 (8')6'-0"1'-7 1/2"19'-3"18'-9"SPIGOTSOFT1'-11"DOUBLEWALL FORPLUMBING12X24 PREFABNICHE CENTERON 12 WALLELECTRICALGASSUMPDISCHARGETO STORMSEWERWOOD CAPOPEN2X62X6SLIDE IN RANGEMICROWAVEVENT TOEXTERIOR MAX300 CFM* FALL PROTECTIONWINDOWS12'-2"RAILINGRAILING6'-2"6'-0"12 WALL W/ WOOD CAPS7 FIREPLACEACADIA SURROUNDSTONE BYFIREPLACEINSTALLERFLUSH POTNO HEARTHSINGLE16X8 GARAGE DOORW/ WINDOWS (PRAIRIE GRIDS)4'-0"6'-0"4' FUTUREOPENING HEADER2-2X10 (10')9'-0"NON CODE WALLSINSULATE BY OWNER2'-10"6'-7"GRAY BOXRECESS DRYER BOX12" MELAMINEADJUSTABLE CUBBYSHELVES ABOVE18" BASE LOWER2'-7"2'-8"4'-0" FINISH E D MIN CERAMICFAUCETHORIZONTALSHIPLAPACCENTAROUND TUBTO 48 12"HIGH12" LAMINATE2X62X6DISPOSALMICROWAVEVENTMETAL SPINDLEAll changes after abovedate will be doneaccording to F.F.H.Change Order PolicyHomeownerSignatureFIELDSTONE FAMILY HOMES INC.MN LIC: BC631164WI LIC:DC-070800080Intellectual propertyof Fieldstone FamilyHomes, Inc.© 2008.ALL RIGHTSRESERVED. Theseplan drawings,including but notlimited to, all text,designs, renditions,floor plans, along withthe selection andarrangement ofthereof, are originalcopyrighted materialsowned by FieldstoneFamily Homes, Inc.These materials areprotected by federallaw againstunauthorized copying,or reproduction byunauthorized personsand entities.CLIENT:LOCATION:Berres Ridge 8thLot 1 Blk 1Project: AnkromANKROMScale: 1/4" = 1'-0"Agent: TyMAIN LEVELPlan: Canton IITotal Foundation:2921Finished: 2795Unfinished: 58219501 Harbor DrLakevilleMN 55044JOB #:REVISION 1 3/27/23REVISION 2 3/29/23REVISION 3 3/31/23REVISION 4 4/5/26REVISION 5 4/6/23REVISION 6 4.18.23REVISION 7 4.21.23REVISION 8 5.4.23REVISION 9REVISION 10REVISION 11FINAL5.10.23Fin Sq Ft: 1705House Foundation:1672Load bearing mulls6PFHPFHPFHPFH6CS-PFCS-PF-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 3'-6" POUREDFOUNDATION WALLTYPICAL ANCHORING12" X 12" ANCHOR BOLT ORSTRAP 6'-0" O.C. @ WALLRUNS 12" O.C. @ WALL ENDSGRADEEXTERIOR WALL SHEATHINGVINYL SIDINGAIR INFILTRATION BARRIERALL EXT. WALLSVENTED ALUMINUM SOFFIT2X6 & ALUMINUM FACIAMETAL DRIP EDGERIGID WIND WASHRT7 TRUSS TIE DOWN BY USPCONNECTIONS OR EQUALMFG. TRUSSES @ 24" O.C.HEEL AS NEEDED6'-0" ICE AND WATER SHEILDOSB ROOF SHEATHING1" AIR SPACE**NOTE: WALL CONSTRUCTED CAPABLE OF ACCOMADATING ALLLOADS IMPOSED MEETING THE REQUIREMENTS OF IRC 2020NOTE: VENT 1300TH ROOF 12 IN SOFFIT12 IN ROOF NEAR RIDGEFLASH ABOVE ALL EXTERIOR OPENINGSSHINGLES PER ELEVATION/SPECS.15# FELT12" ROOF SHEATHINGSEE ELEVATIONPERELEVATIONEXTERIORGARAGE WALL2X6 TRD BOTTOM PLATE2X6 @ 12" O.C.4 MIL VAPOR BARRIERWARM SIDE OF ALLWALLS AND CEILINGS12" GYP. BD.EXTERIOR WALL SHEATHING34" T&G GLUED OSBSINGLE LAYER FLOOR SYSTEM18" MFG. TRUSSESVINYL SIDINGAIR INFILTRATION BARRIERALL EXT. WALLS2 X 6 @ 16" O.C.R-20 INSULATIONTYPICAL ANCHORING1/2" X 12" ANCHOR BOLT ORSTRAP 6'-0" O.C. @ WALLRUNS 12" O.C. @ WALL ENDS2X8 TRD BOTTOM PLATECANTILEVERED1.5" OVER INSULATIONSCUFF COAT INSUL.GRADER-5 INSULATION3'-6" POURED DAYLIGHTFOUNDATION WALLDRAIN TILE AS REQUIRED20" X 8" FOOTING4" CONC. SLAB REF. AS REQ. ON6 MIL SEALED MOISTURE BARRIERON 6" COMPACTED GRANULAR FILLPASSIVE RADONSYSTEM AS REQUIREDR-20 SPRAYFOAMVENTED ALUMINUM SOFFIT2X6 & ALUMINUM FACIAMETAL DRIP EDGERIGID WIND WASHRT7 TRUSS TIE DOWN BY USPCONNECTIONS OR EQUALMFG. TRUSSES @ 24" O.C.712" ENERGY HEEL6'-0" ICE AND WATER SHEILDOSB ROOF SHEATHINGR-50 INSULATION1" AIR SPACE**NOTE: WALL CONSTRUCTED CAPABLE OF ACCOMADATING ALLLOADS IMPOSED MEETING THE REQUIREMENTS OF IRC 2020NOTE: VENT 1300TH ROOF 12 IN SOFFIT12 IN ROOF NEAR RIDGEFLASH ABOVE ALL EXTERIOR OPENINGSSHINGLES PER ELEVATION/SPECS.15# FELT12" ROOF SHEATHINGSEE ELEVATIONPERELEVATIONRADON VENT PIPE TERMINATED ATLEAST 12" ABOVE SURFACE OF ROOFMINIMUM 3" ABS OR PVC OREQUIVALENT GAS TIGHT PIPE4" PIPE MAY BE MORE EFFECTIVE, BUTNOT REQUIREDSPACE PROVIDED FOR INSTALLATIONOF A FAN - MINIMUM 24" DIAMETER CENTEREDON THE AXIS OF THE VENT STACK - MINIMUM VERTICAL DISTANCE OF 3FEETGARAGE AND WALKOUTFOOTINGS @ 42" MIN.BELOW GRADEFLOOR TRUSSES TO BEENGINEERED TOTRANSFER LOAD OFOVER HANG TOBEARING WALLBLOCKING REQUIRED TOCARRY AND TRANSFERLOADS TO BEARINGWALLSNON-BEARING WALLBLOCKING PER BAMNEED ROOM FOR A35BOLT LOCATION MIN 212"FROM EXTERIOR EDGEOF CONCRETE WALLNON BEARING EXTERIORFOUNDATION WALLSR-10 INSULATIONFLOOR TRUSSES TO BEENGINEERED TOTRANSFER LOAD OFOVER HANG TOBEARING WALLBLOCKING REQUIRED TOCARRY AND TRANSFERLOADS TO BEARINGWALLSRADON VENT PIPE IN ATTIC - INSULATE WITHMIN. R-4 PIPE WRAP**NOTE: WATERPROOFING IS THE WATCHDOG METHOD PERFORMED BYINSTALLED BUILDING SOLUTIONS. NON DRAINING BOARD INSULATIONW/ 6 MIL POLY SLIP SHEETHING OVER TOP. ANY QUESTIONSREGARDING THIS TYPE OF WATERPROOFING SYSTEM SHOULD BEDIRECTED TO BRET JUENKE #651-463-9333ALL STRUCTURAL LUMBER2X8 AND ABOVE WILL BE SPF NO. 2 AND BETTERALL 2X4 AND 2X6 STUDS WILL BE WESTERNWHITES NO. 2 OR BETTER**NOTE: APPROVED VAPOR RETARDER WITH JOINTSLAPPED NOT LESS THAN 6" BELOW CONCRETE SLAB75% OF THE BULBS IN PERMANENTLY INSTALLEDLIGHT FIXTURES MUST BE HIGH EFFICACY. THISREQUIREMENT APPLIES TO INDOOR ANDOUTDOOR FIXTURES, INCLUDING ACCESSORYSTRUCTURES AND GARAGES. HIGH EFFICACYBULBS ARE: 60 LUMENS/W FOR LAMPS OVER40W; 50 LUMENS/W FOR LAMPS OVER 15W TO40W; 40 LUMENS/W FOR LAMPS 15W OR LESSR 404.1 LIGHTING EQUIPMENTA MINIMUM OF 75 PERCENT OF THE LAMPS INPERMANENTLY INSTALLED LIGHTING FIXTURESSHALL BE HIGH-EFFICACY LAMPS OR A MINIMUMOF 75 PERCENT OF THE PERMANENTLY INSTALLEDLIGHTING FIXTURES SHALL CONTAIN ONLY HIGHEFFICACY LAMPS.WINDOWS ARE MAXIMUM OF .30U-VALUE WITH MAXIMUM SHGC .29WINDOW FALL PROTECTION PERR312.2.1 AND R312.2.2PATIO DOORS .30U AND .26 SHGCALL STEEL DOORS .19UAll changes after abovedate will be doneaccording to F.F.H.Change Order PolicyHomeownerSignatureFIELDSTONE FAMILY HOMES INC.MN LIC: BC631164WI LIC:DC-070800080Intellectual propertyof Fieldstone FamilyHomes, Inc.© 2008.ALL RIGHTSRESERVED. Theseplan drawings,including but notlimited to, all text,designs, renditions,floor plans, along withthe selection andarrangement ofthereof, are originalcopyrighted materialsowned by FieldstoneFamily Homes, Inc.These materials areprotected by federallaw againstunauthorized copying,or reproduction byunauthorized personsand entities.CLIENT:LOCATION:Berres Ridge 8thLot 1 Blk 1ANKROM5Scale: 1/4" = 1'-0"Agent: TyDETAILSPlan: Canton IITotal Foundation:2921Finished: 2795Unfinished: 58219501 Harbor DrLakevilleMN 55044JOB #:REVISION 1 3/27/23REVISION 2 3/29/23REVISION 3 3/31/23REVISION 4 4/5/23REVISION 5 4/6/23REVISION 6 4.18.23REVISION 7 4.21.23REVISION 8 5.4.23REVISION 9REVISION 10REVISION 11FINAL5.10.23Fin Sq Ft: House Foundation:1672 INSTALL VENT PIPE (AF103.6.1) INTOSUBFLOOR GAS PERMEABLE LAYER(AF103.2) OR DRAIN TILE LOOPBEFORE SLAB IS CASTSEALEDSUMPBASKETDRAIN TILEMIN. 6-MIL, OR 3-MIL CROSSLAMINATED POLYETHYLENE SHALL BELAPPED 12" AND PLACED BELOW THESLAB AND ON TOP OF THE GASPERMEABLE LAYER (AF103.3)-FIT POLYETHYLENE LAYER CLOSELY TOPENETRATIONS (AF103.3)- SEAL/CLOVER PUNCTURES OR TEARSWITH ADDITIONAL POLYETHYLENE(AF103.3)SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKOR ELASTOMERIC SEALANT ACCORDINGTO MANUFACTURER'SRECOMMENDATIONS IN AF103.4.1THROUGH AF103.4.5INSTALL PIPE AS STRAIGHT ASPOSSIBLE TO HELP CONDUCTIVE FLOWELBOWS AREA ALLOWED BUT SHOULDBE AVOIDED IF POSSIBLERADON VENT PIPE TERMINATED ATLEAST 12" ABOVE SURFACE OF ROOFMINIMUM 3" PVC GAS TIGHT PIPE.SPACE PROVIDED FOR FUTUREINSTALLATION OF A FAN-MIN 24" DIAMETER CENTERED ON THEAXIS OF THE VENT STACK- MIN VERTICAL DISTANCE OF 3 FEETINSTALL LIVE OUTLET IN ATTIC NEARWHERE FUTURE FAN MAY BE INSTALLED8'-1 1/2"9'-8 1/4"9'-1 1/8"1'-6"7129 1/4"8'-3 7/8"6X6 POST8'-4"TRUSSES TO USE HOUSE WALL ASBEARING10'-9 3/8"GARAGE TOP OFFOUNDATION TOTOP OF TOPPLATEFLUSH8'-1 1/2"9'-8 1/4"6'-5"4'-10"4'-10 1/4"12'-4"3'-5 1/2"9'-1 1/8"4'-6"54" HIGH 12 WALL W/WOOD CAP12 WALL AT GREATROOMSET STAIR WINDOWAT GREAT ROOMWINDOW HEIGHTS2X8 FLOORJOISTS @ 16"O.C.30"3"STOOPSTOOP2X418X18 BASE:1 - 2X6X8' GT1-2X6X8' WHITE2-2X4X10' WHITE1-4X8X15" GT OSB18X18 BASE FORSTRAIGHT ORTAPERED COLUMN2X42X42X42X42X62X62X62X66X6POSTTOP VIEW OF12X12 BOXEDPOSTPOST12" GTOSB4 SIDES2X6 GT2X62X47-1/2"1'-6"1'-6"6X6POSTTOP VIEWSTOOPFOUNDATION WALLFOUNDATION WALL2X6 GT HORIZONTAL ON BOTTOM2X4 VERTICAL ABOVE 2X6 ON EACH CORNER2X6 GT ABOVE STOOP2X4 VERTICALS ABOVE 2X6ON EACH BACK CORNER2X62X62X62X62X42X42X42X42X62X62X62X6712 "CONC. STOOPCONC. STOOPPOSTSTRAIGHT COLUMNFOR 18X18 BASEBOXPOST2X6HARDBOARDWRAPPEDCOLLARHEADERCOLLARS UNDER SOFFIT734"10"6'-10" MIN AT ROUGH IN FRAMING36" MIN3/4" PLYWOOD NAILED BETWEENSTRINGER & FLR SYSTEM-CUT FLUSH WITH BOTTOM OFSTRINGEROSB TREADS4-RIM STRINGERSGRASPABLE HANDRAIL TYPE IOVAL 2 14" WIDE X 1 14" HIGHBRACKETS @ 4' O.C.38" MAX1X82X4*PERIMETER MUST BESILICONE CAULKEDBY FRAMER12" TRD SHEETING W/HOUSEWRAPUNDER CANTILEVERNAIL EVERY 3" MAX ONSEAMS & 6" MAX IN FIELDR-30 FOAM ONCANTILEVERCANTILEVER DETAILAll changes after abovedate will be doneaccording to F.F.H.Change Order PolicyHomeownerSignatureFIELDSTONE FAMILY HOMES INC.MN LIC: BC631164WI LIC:DC-070800080Intellectual propertyof Fieldstone FamilyHomes, Inc.© 2008.ALL RIGHTSRESERVED. Theseplan drawings,including but notlimited to, all text,designs, renditions,floor plans, along withthe selection andarrangement ofthereof, are originalcopyrighted materialsowned by FieldstoneFamily Homes, Inc.These materials areprotected by federallaw againstunauthorized copying,or reproduction byunauthorized personsand entities.CLIENT:LOCATION:Berres Ridge 8thLot 1 Blk 1ANKROM6Scale: 1/4" = 1'-0"Agent: TySECTIONPlan: Canton IITotal Foundation:2921Finished: 2795Unfinished: 58219501 Harbor DrLakevilleMN 55044JOB #:REVISION 1 3/27/23REVISION 2 3/29/23REVISION 3 3/31/23REVISION 4 4/5/23REVISION 5 4/6/23REVISION 6 4.18.23REVISION 7 4.21.23REVISION 8 5.4.23REVISION 9REVISION 10REVISION 11FINAL5.10.23Fin Sq Ft: House Foundation:1672 CONTINUOUS RIM OR BAND JOIST3-16D @ 16" O.C. ALONGBRACED WALL PANELBRACED WALLPANEL8D @ 6" O.C. ALONGBRACED WALL PANELCONTINUOUS RIM OR BAND JOISTPERPENDICULAR FRAMINGCONTINUOUS RIM OR BAND JOIST3-16D @ 16" O.C. ALONGBRACED WALL PANELBRACED WALLPANEL8D @ 6" O.C.ALONG BRACEDWALL PANELCONTINUOUS RIM OR BAND JOISTPARALLEL FRAMING4'-0"NOT TO SCALE38" MINPLYWOOD OROSB6" O.C. EDGENAILING12" O.C.FIELD NAILINGBRACE WALL PANELS: CS WSPNOT TO SCALE=BRACED WALL PANEL10' MAX HEADER HEIGHT12' MAX W/PONY WALLMIN. 2-11-7/8" CONTINUOUS HEADER FULL LENGTH OF FRAME, SEE PLANS FORSIZE IF 1/2" SPACER USED. PLACE ON BACK-SIDE OF HEADERFASTEN SHEATHING TOHEADER WITH 8DCOMMON ORGALVANIZED BOX NAILS IN3" GRID PATTERN ASSHOWN AND 3" O.C. INALL FRAMING (STUDS,BLOCKS, AND SILLS) TYP.1000 LB TENSION STRAP(ON OPPOSITE SIDEOF SHEATHING)3500 LB STRAP TIE HOLDOWNS(EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING PERHOLDOWN DETAIL)5/8" ANCHOR BOLTREQUIRED SEE SECT.R602.10.6.2 7" MIN EMBED.MIN. DOUBLE 2X4 POSTFOR A PANEL SPLICE (IF NEEDED) PANEL EDGES SHALL BEBLOCKED AND OCCUR WITHIN 24" OF WALL MID-HEIGHT. ONEROW OF TYP. SHEATHING TO FRAMING NAILING IS REQUIRED.IF 2X4 BLOCKING IS USED THE 2X4S MUST BE NAILEDTOGETHER WITH 3-16D SINKERSDOUBLE SILL PLATE1000 LB TENSION STRAP(ON OPPOSITE SIDEOF SHEATHING)1000 LB STRAPTIE HOLDOWNFOUNDATION5/8" ANCHOR BOLTREQUIRED SEE SECT.R602.10.6.2 7" MIN EMBED.3500 LB STRAP TIE HOLDOWNS(EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING PERHOLDOWN DETAIL)MIN. 2X4 FRAMINGDOUBLE SILL PLATEMIN 3/8" WSP EXTERIORWALL SHEATHING ATSHADED AREASMIN WIDTH =16" FORONE STORYSTRUCTURESMIN WIDTH = 24" FORTHE USE IN THE FIRSTOF TWO STORYSTRUCTURES4'1000 LB TENSION STRAP(ON OPPOSITE SIDEOF SHEATHING)FASTEN TOP PLATE TO HEADER WITHTWO ROWS OF 16D SINKER NAILS @ 3" OC TYPFOUNDATION WALLCONDITIONHOLD DOWN DETAILTYP USP STAD14HOLD DOWNTYP. SIMPSON STAHD14HOLD DOWN1-1/2"PORTAL WALL FRAMING DETAIL FOR GARAGESDWH TIMBER-HEX HDGscrew with a Minimum 3" ofThread Penetration intoCenter of Solid Sawn 2x RimJoist or BlockingNote: Joist hanger andconnections to wall notshown for clarityDTT1Z shown with a Strong-Drive SDWHTimber-Hex HDG screw to floor framingbelow (wall bracing application only).DTT1Z HOLD DOWNFOR WIND BRACINGEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)All changes after abovedate will be doneaccording to F.F.H.Change Order PolicyHomeownerSignatureFIELDSTONE FAMILY HOMES INC.MN LIC: BC631164WI LIC:DC-070800080Intellectual propertyof Fieldstone FamilyHomes, Inc.© 2008.ALL RIGHTSRESERVED. Theseplan drawings,including but notlimited to, all text,designs, renditions,floor plans, along withthe selection andarrangement ofthereof, are originalcopyrighted materialsowned by FieldstoneFamily Homes, Inc.These materials areprotected by federallaw againstunauthorized copying,or reproduction byunauthorized personsand entities.CLIENT:LOCATION:Berres Ridge 8thLot 1 Blk 1ANKROM7Scale: 1/4" = 1'-0"Agent: TyBRACE WALL DETAILSPlan: Canton IITotal Foundation:2921Finished: 2795Unfinished: 58219501 Harbor DrLakevilleMN 55044JOB #:REVISION 1 3/27/23REVISION 2 3/29/23REVISION 3 3/31/23REVISION 4 4/5/23REVISION 5 4/6/23REVISION 6 4.18.23REVISION 7 4.21.23REVISION 8 5.4.23REVISION 9REVISION 10REVISION 11FINAL5.10.23Fin Sq Ft: House Foundation:1672 CS-WSP18'-3"4'-0"4'-0"9'-9"4'-0"1'-10"2'-2"2'-2"2'-10"2'-10"1'-9"4'-0"20'-0"9'-5 15/16"DTT1Z1'-9"6'-0"4'-0"4'-0"12'-6"6'-0"5'-0"20'-0"4'-0"4'-0"4'-0"HOLDDOWNFRAMINGHOLDDOWNFRAMING4'-0"5'-9"4'-0"12'-4"4'-0"4'-0"13'-11"3'-9"3'-8"13'-7"DTT1Z14'-8"All changes after abovedate will be doneaccording to F.F.H.Change Order PolicyHomeownerSignatureFIELDSTONE FAMILY HOMES INC.MN LIC: BC631164WI LIC:DC-070800080Intellectual propertyof Fieldstone FamilyHomes, Inc.© 2008.ALL RIGHTSRESERVED. Theseplan drawings,including but notlimited to, all text,designs, renditions,floor plans, along withthe selection andarrangement ofthereof, are originalcopyrighted materialsowned by FieldstoneFamily Homes, Inc.These materials areprotected by federallaw againstunauthorized copying,or reproduction byunauthorized personsand entities.CLIENT:LOCATION:Berres Ridge 8thLot 1 Blk 1ANKROM8Scale: 1/4" = 1'-0"Agent: TyBRACE WALL PLANPlan: Canton IITotal Foundation:2921Finished: 2795Unfinished: 58219501 Harbor DrLakevilleMN 55044JOB #:REVISION 1 3/27/23REVISION 2 3/29/23REVISION 3 3/31/23REVISION 4 4/5/23REVISION 5 4/6/23REVISION 6 4.18.23REVISION 7 4.21.23REVISION 8 5.4.23REVISION 9REVISION 10REVISION 11FINAL5.10.23Fin Sq Ft: House Foundation:1672 Date Certificate Posted X Passive (No Fan ) Active (With fan and monometer or other system monitoring device ) N/A R-10 x R-10 x R-20 x R-20 x R-21 x R-49 x R-49 x R-30+ x R-38+ X Not applicable, all ducts located in conditioned space MECHANICAL SYSTEMS X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 66K Capacity in Gallons:X Aldes air Exchanger EV150 Heat Loss:40,704 Cfm's 6" " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: x 68 Location of fan(s), describe: Cfm's 6" " round duct OR " metal duct Total ventilation (intermittent + continuous) rate in cfms: Continuous exhausting fan(s) rated capacity in cfms: High: High: Mechanical Ventilation System 135/68 cfm Bradford White Rating or Size Structure's Calculated SEER: Efficiency AFUE or HSPF% Heat Gain: Lennox Manufacturer Lennox Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 13 Calculated cooling load: 20,697 Basement and Duct in Floor trusses Combustion Air Select a Type 0 MITW50 13ACXN024 Capacity continuous ventilation rate in cfms: Mechanical room in Garage Speed 135 Select Type Model ML193UH070XE36B 50 Output in Tons: 2.5 Location of duct or system: mech room 93.00% Variable Appliances Cooling System 0.29 0.30 Interior Natural Gas Electric Heating or Cooling Ducts Outside Conditioned Spaces jet stream loose fill Domestic Water Heater R-value Make-up Air Select a Type Average U-Factor (excludes skylights and one door) U: Heating System Natural Gas RADON SYSTEM Rim Joist (1st Floor+) Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Bonus room over garage Describe other insulated areas Mineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateTHERMAL ENVELOPE Insulation Location Foam, Closed CellFoam Open CellAttic R-15 where needed Interior Wall Ceiling, flat Other Please Describe HereTotal R-Value of all Types of InsulationType: Check All That Apply Non or Not ApplicableFiberglass, BlownFiberglass, Batts Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8.6/10/23 New Construction Energy Code Compliance Certificate Name of Residential Contractor Fieldstone Family Homes MN License Number BC631164 City Mailing Address of the Dwelling or Dwelling Unit Lakeville19501 Harbor drive Created by BAM version 052009 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 (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre . 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. seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ 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