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Home My WebLink AboutLA164043 20125 Harness Ave 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 20125 Harness Ave Lakeville MN 55044 New Single Family Home n/a $277,000 09.01.2018 03.01.2019 9 3 Berres Ridge 1st Addition ■ ■ invoices@stonecottage,com Stone Cottage Construction, Inc. 636874 952.388.1301 651.261.1633 14787 Energy Way Apple Valley MN 55124 Scherer Plumbing 952.447.6734 15548 Red Oaks Road SE Prior Lake MN 55372 Lofgren Heating & AIr Conditioning 952.431.5811 5708 upper 147th St W #100 Apple Valley MN 55124 Bohn Well Drilling 952.445.4809 Troy Asleson - President - Stone Cottage Construction, Inc.08.17.2018 ✘ ✘ ✘ 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: LOT 9, BLOCK 3, BERRES RIDGE 1ST ADDITION*ALL DOOR & WINDOW HEADERSTO BE S.P.F. #2 OR BETTERRESIDENCE FOR:written consent of Planco MN, Inc. modified or used in any redesign without the priormay not be assigned or copied, and may not bemay not be re-used for any additional structures,structure. Planco MN reserves all rights. These planslicense is granted to use these plans to build oneCopyright for these drawings is owned by Planco MN,Planco MN, Inc.cALEXANDRA CARLSON#18-173SMA172018STONE COTTAGE CONSTRUCTION, INC. 20125 HARNESS WAY, LAKEVILLE FRONT ELEVATION 1/4" = 1'-0" 16x7 OVH. DR.9x7 OVH. DR.8127127124" TRIMVINYLB & BVINYLB & BVINYLB & B6128121'-6"WOOD PORCHVINYLSIDING4" TRIM8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOORTOTAL2nd FLR.1st FLR.1,178 SQ. FT.1,254 SQ. FT.2,432 SQ. FT.4" VINYL TRIMSIMONTONFRONT ONLYGRIDS IN WDWS.FRONT ONLYVINYL SIDINGALL SIDES4/1210/12(2) BRACKETSVINYLB & BVINYLSIDINGWINDOWS(4) GABLEBRACKETSSTONEON JOG12x12 BOXED COL.ON 18x18x40BOXED BASEADDRESSSTONEKEYPAD LEFT ELEVATION 1/8" = 1'-0" 7128128123'-4"STAIRLANDINGSIDINGVINYL VINYLCORNERS4" TRIMVINYLB & B6/12 RIGHT ELEVATION 1/8" = 1'-0" 812712812SIDINGVINYL SIDINGVINYL VINYLCORNERS1'-0"1'-9"812WDW. WELLEGRESS REAR ELEVATION 1/8" = 1'-0" 812712SIDINGVINYL VINYLCORNERS1'-6"8121'-6"Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode09/04/2018dmathews Planco MN, Inc.C#18-173SMA272018 BASEMENT PLAN 1/4" = 1'-0" UP15 R(2) 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED WHFURNF.D.92%SUMP4834 FUT. FAMILY ROOM *UNFINISHED FUT. BDRM *UNFINISHED MECH/STORAGE *UNFINISHED2-9 1/2" LSL2'-8"2'-6"2'-4"4'-0"2-11 7/8" LSL FLUSHTREATED 4x6 CURB2x6 - 16" O.C.16x8 FTG.TREATED 4x6 CURB2x6 - 16" O.C.16x8 FTG.TREATED 4x4 CURB2x4 - 16" O.C.16x8 FTG.TREATED 2x8 16" O.C.TRT. 3-2x8 FLUSHTRT. 3-2x8 FLUSH50'-0"15'-0"15'-0"14'-0"49'-0"19'-6"30'-6"11'-0"19'-6"8'-6"11'-0"40'-0"4'-0"36'-0"11'-8"7'-4"17'-0"6'-6" 1'-0"44'-0"24'-6"24'-6" 2'-0"22'-6"11'-6"13'-0"4'-6"5'-10"9'-8"3'-8"3'-8" 14'-0"10'-0"9"9'-6"9"5'-10"10'-6"14'-6"24'-0"6'-0"2" LEDGE8'-4" POURED FOUNDATIONWALLEDGEWALLEDGE5'-0"42" 3/4 R.I. 11 7/8" LSL 19.2" O.C. 11 7/8" LSL 19.2" O.C. 11 7/8" LSL 19.2" O.C.2-2x10TREATED 4x4 CURB2x4 - 16" O.C.16x8 FTG.20'-8" 11 7/8" LSL 19.2" O.C.10"2'-7"10'-5"5'-0"2'-6"11 7/8" LSL 19.2" O.C. 18'-10"1/2 WALL2-11 7/8" LSL FLUSH 42x48x12 CONC.PAD FTG. W/2-#4 REBAR EACH WAY4'-0"RADONVENTTREATED 4x6 CURB2x6 - 16" O.C.16x8 FTG.7'-6"4'-0"7'-8" 2-2x10 5/0x3/6 SL5'-9"9"6'-6"TRT. 2-2x8 FLUSHTREATED2x812" O.C.TRT. 3-2x8 FLUSHTRT. 3-2x8 FLUSH13'-0" 7'-6"9"5'-9"6'-6"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.Smoke Planco MN, Inc.C#18-173SMA372018 FIRST FLOOR PLAN 1/4" = 1'-0" 1,149 SQ. FT.9' CEILING @ FIRST FLOOR50'-0"15'-0"15'-0"14'-0"PED 49'-0"REF'GUP17 RDN15 R24"PANT.12" S.B.3'-0"9x7 OVH. DR.16x7 OVH. DR.2'-6"9/0x5/0 SL3-9 1/2" LSL2-9 1/2" LSL 6'-0" P.D.2'-4"2'-4"2'-4"2'-8"FIREDOORPANTRY*VINYL16" SH'S2'-8" C.O. FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM OFFICE *CARPET*4" CONC. FLOOR GARAGE WOOD PORCH 19'-6"30'-6"11'-0"19'-6"8'-6"11'-0"40'-0"4'-0"36'-0"11'-8"7'-4"17'-0"6'-6"5'-6"1'-0"1'-0"44'-0"8'-0"7'-0"7'-6"7'-6"8'-0"6'-0"1'-6"4'-6"2-2x102/0x2/0 AWN24'-6"24'-6" 2'-0"22'-6"11'-6"13'-0" 6'-2"5'-4"24'-0"6'-0"6'-0"8'-4"9'-8"5'-0"7'-0"5'-11"5'-1"9'-9"9'-9"*VINYL*VINYL W.I.C. *VINYL5'-6"6'-0"5'-6"4'-0"3'-6"8'-0"3'-6"7'-1"3'-6"2'-10"6'-6"3'-8"3'-8"4'-6"6'-8"10"WALLEDGEWALLEDGE2x62x6RAIL2'-6"4'-10"7'-2" 11'-0"3'-6516"GYP. BD.5'-6"4'-3"9"9'-6"9"FSD14'-0"10'-0"CHASE30" RANGE W/ HOODVENT 1'-0"5/0x5/0 SL2-2x1016" FLR.TRUSS 19.2" O.C. 3'-0"3'-0"2/6x2/0 FX2-2x10 2/6x2/0 FX2-2x10 16" FLR.TRUSS 19.2" O.C. GIRDER GIRDER2-11 7/8" LSL FLUSH2-11 7/8" LSL FLUSH24" CANT.GIRDER F.T.2-2x103-2x1016" FLR.TRUSS 19.2" O.C.6'-0"2-9 1/2" LSL FLUSH2-9 1/2" LSL FLUSH2-7 1/4" LSL2-7 1/4" LSL2-11 7/8" LSL2-2x12RADONVENT*2x6 WALLSGIRDER 22'-8"TRUSSES24" O.C.21,387 # 5 1/2"x7 1.8EPARALLAM COL.SYP2400 TOP PLT.4'-9"2-9 1/2" LSL7/6x5/0 SL2-9 1/2" LSL 3'-0"FLUSH2'-8"3'-8"3'-8"5/0x4/0 FIXED2-2x10TEMP SET ON SILL PLATE GASF.P.5'-0" C.O.2x61/6x5/0 FX3"1/6x5/0 FX3"1'-0"5'-6"1'-0"5'-6"5'-6"1'-0"2-7 1/4" LSL2-7 1/4" LSLTRUSSES24" O.C.TRUSSES 24" O.C.12x12 BOXED COL.ON 18x18x40BOXED BASE24'-0"1'-8"SmokeStrapStrapPFHPFHPFH4223.545.254.33233.753.752.53.55333433434 Planco MN, Inc.C#18-173SMA472018 SECOND FLOOR PLAN 1/4" = 1'-0" 1,278 SQ. FT.DN17 R5'-0" TUB & SHOWER 1 PIECE FIB.66"2'-4"2'-6"2'-6"5'-0"2'-8"5'-0"2'-4" C.O.2'-4"2'-4"102"2-2x107/6x5/0 SL*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET*VINYL*VINYL5/0x6/0 FIXED2-2x10 40" OFF LANDING TEMP 41'-0"15'-0"15'-0"11'-0"12'-10"2'-2"7'-6"7'-6"43'-0"1'-0"38'-0"4'-0"11'-0"2'-8"7'-4"5'-8"11'-4"WALLEDGEWALLEDGE8'-138"9'-5 5 16"3'-6"18'-0" 13'-0"5'-0"41'-0"26'-0"15'-0"12'-0"14'-0"6'-0"6'-0"7'-0"7'-0"12'-0" 6'-4"5'-8"4'-6"5'-10"5'-11"3'-8"3'-8"10'-6"4'-6"15'-6"FFF3-2x106/0x4/6 SL6/0x4/6 SL2-2x106'-7"6'-3"6/0x4/6 SL2-2x10SD/COSDSDSDSDACCESS ATTIC2'-6"1/2 WALLW/ WD. CAP2'-0"2'-0"9'-5"3'-9"5'-4"PKT.*C.T.*C.T.GIRDERTRUSSES 24" O.C. TRUSSES 24" O.C. TRUSSES 24" O.C.TRUSSES24" O.C.GIRDER6'-5"2x62x6RADONVENT46662'-4"LIN.2'-0"*C.T.5'-0"11'-2"2'-10"2'-0"7'-9"GIRDERGIRDER 3'-0"3'-9"4'-2 5 16"TRUSSES24" O.C.3'-8"3'-8"2-2x105/0x2/0 SH TEMP7'-11"3'-1"24"LIN.WD11'-35 16"1/2 WALLW/ WD. CAP7'-1" 7'-9"WALL HUNGLT6'-8"30"x60"FREESTANDINGTUB(2) CORIANSH'S STACKED13'-0" 2'-0"2'-0"*BOX VAULT-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).22.5222422223222322Verify loads with girdertruss spec, may requireremoval of top plates atbearing for crushing. Planco MN, Inc.C#18-173SMA572018 CROSS SECTION 3/8" = 1'-0" 17 RISERS 9'-11 8"3/4" T & G FLOORCURBTREATED 4x415 RISERS 16X811 7/8" LSL @ 19.2" O.C.CURB2X6- 16" O.C.TREATED 4x63 1/2" CONC. FLOOR16X816X82X4- 16" O.C.CURB2X6- 16" O.C.TREATED 4x68'-11 8"5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.DBL. 2x4 STUDSR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-49 INSUL.11'-8"2x6- 16" O.C.1/2" GYP. BD.R-21 INSUL.1/2" GYP. BD.2x6- 16" O.C.3/4" T & G FLOOR2x42x6VBR-21 INSUL.W/ V.B.5/8" GYP. BD.VB2'-0"1'-0"R-20 SPRAY FOAM16" FLOOR TRUSSES @ 19.2" O.C.73 8"PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED16x8DRAIN TILE 73 8"R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEELENERGY HEEL6'-6"(DESIGNED BY MFR)TRUSSES @ 24" O.C.DECKINGTRT. 2x8 JTS. @ 16" O.C.6x6 POST35'-0"3'-0"GIRDERR-20 SPRAY FOAM2-7 1/4" LSL1261'-4"6'-0"5916"50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1/2" SHTG.15# FELTSHINGLES1'-9"712R-30 INSUL.MIN.PROOFINGWATERR-10 W/ <2.6 ACHINSUL.24x24 PADFOOTING12x16 PIERFOOTINGTRT. 3-2x8GRADEVENTEDSOFFITFASCIAALUM. ALUM.TRT. 6x6 POSTPER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED16x8PROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE GRADESIDINGSHEATHING7/16" OSBHOUSE WRAPR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED16x8PROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMGRADEFASCIAALUM. SOFFITVENTEDALUM.ENERGY HEEL1/2" SHTG.15# FELTSHINGLES1'-6"812R-49 INSUL.3'-0"11 7/8" LSL @ 19.2" O.C. TRUSSES @ 19.2" O.C. CROSS SECTION 3/8" = 1'-0" MUD ROOM 2-9 1/2" LSLSIDINGSHEATHING7/16" OSBHOUSE WRAP Planco MN, Inc.C#18-173SMA672018 CROSS SECTION 3/8" = 1'-0" 9'-11 8"3/4" T & G FLOORCURBTREATED 4x4 11 7/8" LSL @ 19.2" O.C.3 1/2" CONC. FLOOR16X82X4- 16" O.C.8'-11 8"5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-49 INSUL.2x6- 16" O.C.1/2" GYP. BD.R-21 INSUL.1/2" GYP. BD.2x6- 16" O.C.3/4" T & G FLOORVBR-21 INSUL.W/ V.B.5/8" GYP. BD.VB4'-0"1'-0"R-20 SPRAY FOAM16" FLOOR TRUSSES @ 19.2" O.C.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED16x8PROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEELENERGY HEEL(DESIGNED BY MFR)TRUSSES @ 24" O.C.7'-6"DECKINGTRT. 2x8 JTS. @ 16" O.C.24x24 PADFOOTING12x16 PIERFOOTINGTRT. 3-2x8GRADEVENTEDSOFFITFASCIAALUM. ALUM.2-7 1/4" LSL1261'-4"7'-0"6x6 POST35'-0"4'-0"GIRDER4'-0"GIRDERCURBTREATED 4x416X82X4- 16" O.C.2-11 7/8" LSL5916"2-11 7/8" LSL2-11 7/8" LSLR-20 SPRAY FOAM50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1/2" SHTG.15# FELTSHINGLES712R-30 INSUL.MIN.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED16x8PROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE GRADESIDINGSHEATHING7/16" OSBHOUSE WRAPSIDINGSHEATHING7/16" OSBHOUSE WRAP15'-6"TRT. 6x6 POST1'-0"BOX VAULT @MASTER BDRM2'-0"2'-0" Planco MN, Inc.C#18-173SMA7720184" CONC. FLOOR GARAGE 16X8GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS CROSS SECTION 1/4" = 1'-0" 9'-118"3/4" T & G FLOOR 11 7/8" LSL @ 19.2" O.C.3 1/2" CONC. FLOOR8'-118"5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-49 INSUL.2x6- 16" O.C.1/2" GYP. BD.R-21 INSUL.1/2" GYP. BD.2x6- 16" O.C.3/4" T & G FLOORVBR-21 INSUL.W/ V.B.5/8" GYP. BD.VBR-20 SPRAY FOAMR-20 SPRAY FOAM16" FLOOR TRUSSES @ 19.2" O.C.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED16x8PROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAM1/2" SHTG.15# FELTSHINGLES(DESIGNED BY MFR)TRUSSES @ 24" O.C.10'-314"(DESIGNED BY MFR)TRUSSES @ 24" O.C.12'-0"24'-0"4'-0"ENERGY HEEL50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"7128'-101116"1/2" GYP. BD.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED16x8PROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE GRADESIDINGSHEATHING7/16" OSBHOUSE WRAPSIDINGSHEATHING7/16" OSBHOUSE WRAP GARAGE 9'-11 8"3/4" T & G FLOOR CROSS SECTION 1/4" = 1'-0" 11 7/8" LSL @ 19.2" O.C.3 1/2" CONC. FLOOR16x8PROOFINGWATER5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED4" CONC. FLOORSLOPE TO DRAIN1/2" GYP. BD.R-10 W/ <2.6 ACHINSUL.16" FLOOR TRUSSES @ 19.2" O.C.R-20 SPRAY FOAM16x8GRADEPOURED WALL2X6- 16" O.C.10'-314"FASCIAALUM. SOFFITVENTEDALUM.1/2" SHTG.15# FELTSHINGLES1'-6"812(DESIGNED BY MFR)TRUSSES @ 24" O.C.71116"GIRDER6'-0"5/8" GYP. BD.R-20 SPRAY FOAM22'-8"R-30 INSUL.MIN.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT24'-0"CLEAT15'-3"SIDINGSHEATHING7/16" OSBHOUSE WRAP ROOF PLAN 1/8" = 1'-0" 1'-6"1'-9"1'-0"1'-0"1'-4"1'-9"1271271278128128128128128126/12GIRDERGIRDERGIRDERGIRDER 1'-0"1'-6"1274/12GIRDERGIRDER 1'-6"8/126/121'-4"6"FLOOR SYSTEMROOFTRUSSPVC T-FITTINGTO SUPPORTVENT PIPEMIN. 4" OF GASPERMEABLE MATERIAL3 1/2" CONC. SLAB4" PVC VENT PIPESUPPORTSTRAPPINGFLASHINGEXHAUST 10' FROM OPNGS.INTO CONDITIONED SPACESOF BUILDING12" MIN. ABOVE ROOFSEAL6 MIL POLYUNDER SLAB10' OF DRAIN TILEEACH WAY FROMT-FITTING(ROCK) RADON GAS VENT SYSTEM 1/4" = 1'-0" 36" MIN. HT. CLEAR SPACE24" DIA. AROUND VENTPROVIDE ELECTRICALBOX POWER SOURCER-4 MIN. INSUL. VENT PIPE@ UNCONDITIONED SPACE4" MIN. CLEARANCEFOR FUT. FAN Stone Cottage HVAC Load Calculations for Carson 20125 Harness Way Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Wednesday, August 01, 2018 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 2 Project Report General Project Information Project Title:Stone Cottage Project Date:Wednesday, August 01, 2018 Client Name:Carson Client Address:20125 Harness Way Client City:Lakeville,mn Company Name:Lofgren Heating Company Representative:Randy Andrews Company Address:5708 Upper 147th Street West Company City:Apple Vallley, MN 55124 Company E-Mail Address:rrandrews@lofgrenheating-ac.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces West Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Elevation Sensible Adj. Factor:1.000 Elevation Total Adj. Factor:1.000 Elevation Heating Adj. Factor:1.000 Elevation Heating Adj. Factor:1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 80%n/a 72 n/a Summer:88 72 47%50%75 29 Check Figures Total Building Supply CFM:1,234 CFM Per Square ft.:0.342 Square ft. of Room Area:3,610 Square ft. Per Ton:1,218 Volume (ft³) of Cond. Space:30,058 Building Loads Total Heating Required Including Ventilation Air:53,723 Btuh 53.723 MBH Total Sensible Gain:26,672 Btuh 80 % Total Latent Gain:6,712 Btuh 20 % Total Cooling Required Including Ventilation Air:33,384 Btuh 2.78 Tons (Based On Sensible + Latent) 2.96 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. 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. C:\ ...\20125 HARNESS LAKEVILLE 08022018.rhv Wednesday, August 01, 2018, 10:45 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.78 1,298 3,610 26,672 6,712 33,384 53,723 1,024 1,234 1,234 System 1 Yes 2.78 1,298 3,610 26,672 6,712 33,384 53,723 1,024 1,234 1,234 21x10 Ventilation 340 1,352 1,692 4,550 Zone 1 3,610 26,332 5,360 31,692 49,173 1,024 1,234 1,234 21x10 1-Main Level 1,178 12,007 1,824 13,831 19,557 407 563 563 7--6 2-Upper Level 1,254 12,220 2,424 14,644 18,647 388 572 572 7--6 3-Lower Level 1,178 2,105 1,112 3,217 10,969 228 99 99 1--6 C:\ ...\20125 HARNESS LAKEVILLE 08022018.rhv Wednesday, August 01, 2018, 10:45 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less), operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.32, SHGC 0.33 429 11,943 0 12,086 12,086 11N: Door-Metal - Polystyrene Core 63 1,918 0 529 529 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2532 14,317 0 2,188 2,188 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 756 3,223 0 0 0 15BO-10sf-10: Wall-756 3,223 0 493 493 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 1254 2,182 0 1,204 1,204 21A-24: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 1178 2,562 0 0 0 Subtotals for structure:39,368 0 16,500 16,500 People:9 1,800 2,070 3,870 Equipment:2,500 7,000 9,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 106, Summer CFM: 55 9,805 1,060 762 1,822 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 Total Building Load Totals:53,723 6,712 26,672 33,384 Check Figures Total Building Supply CFM:1,234 CFM Per Square ft.:0.342 Square ft. of Room Area:3,610 Square ft. Per Ton:1,218 Volume (ft³) of Cond. Space:30,058 Building Loads Total Heating Required Including Ventilation Air:53,723 Btuh 53.723 MBH Total Sensible Gain:26,672 Btuh 80 % Total Latent Gain:6,712 Btuh 20 % Total Cooling Required Including Ventilation Air:33,384 Btuh 2.78 Tons (Based On Sensible + Latent) 2.96 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. 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. C:\ ...\20125 HARNESS LAKEVILLE 08022018.rhv Wednesday, August 01, 2018, 10:45 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 5 Building Pie Chart Building Loss 53,723 Btuh Floor 5%Roof 4% Wall 39% Glass 22% Door 4% Infiltration 18% Ventilation 8% Building Gain 33,384 Btuh Roof 4% Wall 8% Glass 36% Door 2%People 12% Equipment 28% Infiltration 5% Ventilation 5% C:\ ...\20125 HARNESS LAKEVILLE 08022018.rhv Wednesday, August 01, 2018, 10:45 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 6 System 1 Whole House Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less), operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.32, SHGC 0.33 429 11,943 0 12,086 12,086 11N: Door-Metal - Polystyrene Core 63 1,918 0 529 529 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2532 14,317 0 2,188 2,188 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 756 3,223 0 0 0 15BO-10sf-10: Wall-756 3,223 0 493 493 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 1254 2,182 0 1,204 1,204 21A-24: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 1178 2,562 0 0 0 Subtotals for structure:39,368 0 16,500 16,500 People:9 1,800 2,070 3,870 Equipment:2,500 7,000 9,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 106, Summer CFM: 55 9,805 1,060 762 1,822 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 System 1 Whole House Load Totals:53,723 6,712 26,672 33,384 Check Figures Supply CFM:1,234 CFM Per Square ft.:0.342 Square ft. of Room Area:3,610 Square ft. Per Ton:1,218 Volume (ft³) of Cond. Space:30,058 System Loads Total Heating Required Including Ventilation Air:53,723 Btuh 53.723 MBH Total Sensible Gain:26,672 Btuh 80 % Total Latent Gain:6,712 Btuh 20 % Total Cooling Required Including Ventilation Air:33,384 Btuh 2.78 Tons (Based On Sensible + Latent) 2.96 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. 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. C:\ ...\20125 HARNESS LAKEVILLE 08022018.rhv Wednesday, August 01, 2018, 10:45 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 7 Detailed Room Loads - Room 1 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,178.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,178.0 sq.ft.Supply Air:563 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.2 AC/hr Volume:10,602.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:56 CFM Runout Air:80 CFM Percent of Supply.:10 % Runout Duct Size:6 in.Actual Summer Vent.:32 CFM Runout Air Velocity:409 ft./min.Percent of Supply:6 % Runout Air Velocity:409 ft./min.Actual Winter Infil.:42 CFM Actual Loss:0.105 in.wg./100 ft.Actual Summer Infil.:22 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain S -Wall-12F-0sw 40 X 9 287 0.065 5.7 1,623 0.9 0 248 N -Wall-12F-0sw 40 X 9 324 0.065 5.7 1,832 0.9 0 280 E -Wall-12F-0sw 44 X 9 300 0.065 5.7 1,696 0.9 0 259 W -Wall-12F-0sw 44 X 9 289 0.065 5.7 1,634 0.9 0 250 W -Door-11N 6 X 7 42 0.350 30.5 1,279 8.4 0 353 W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 S -Gls-4A-1a-o shgc-0.33 0%S 73 0.320 27.8 2,032 19.2 0 1,400 N -Gls-4A-1a-o shgc-0.33 100%S 36 0.320 27.8 1,002 10.4 0 375 E -Gls-4A-1a-o shgc-0.33 0%S 96 0.320 27.8 2,673 35.0 0 3,361 W -Gls-4A-1a-o shgc-0.33 0%S 44 0.320 27.8 1,225 35.0 0 1,540 Subtotals for Structure:15,635 0 8,242 Infil.: Win.: 42.2, Sum.: 22.0 1,512 2.594 3,922 0.202 424 305 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 3,000 Room Totals:19,557 1,824 12,007 C:\ ...\20125 HARNESS LAKEVILLE 08022018.rhv Wednesday, August 01, 2018, 10:45 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 8 Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,254.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,254.0 sq.ft.Supply Air:572 CFM Ceiling Height:8.0 ft.Supply Air Changes:3.4 AC/hr Volume:10,032.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:53 CFM Runout Air:82 CFM Percent of Supply.:9 % Runout Duct Size:6 in.Actual Summer Vent.:32 CFM Runout Air Velocity:417 ft./min.Percent of Supply:6 % Runout Air Velocity:417 ft./min.Actual Winter Infil.:42 CFM Actual Loss:0.109 in.wg./100 ft.Actual Summer Infil.:22 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain S -Wall-12F-0sw 43 X 9 382 0.065 5.7 2,160 0.9 0 330 N -Wall-12F-0sw 43 X 9 354 0.065 5.7 2,002 0.9 0 306 E -Wall-12F-0sw 41 X 9 287 0.065 5.7 1,623 0.9 0 248 W -Wall-12F-0sw 41 X 9 309 0.065 5.7 1,747 0.9 0 267 S -Gls-4A-1a-o shgc-0.33 0%S 5 0.320 27.8 139 19.2 0 96 N -Gls-4A-1a-o shgc-0.33 100%S 33 0.320 27.8 919 10.4 0 344 E -Gls-4A-1a-o shgc-0.33 0%S 82 0.320 27.8 2,283 35.0 0 2,870 W -Gls-4A-1a-o shgc-0.33 0%S 60 0.320 27.8 1,670 35.0 0 2,100 UP-Ceil-16B-50 1254 X 1 1254 0.020 1.7 2,182 1.0 0 1,204 Subtotals for Structure:14,725 0 7,765 Infil.: Win.: 42.2, Sum.: 22.0 1,512 2.594 3,922 0.202 424 305 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 3,000 Room Totals:18,647 2,424 12,220 C:\ ...\20125 HARNESS LAKEVILLE 08022018.rhv Wednesday, August 01, 2018, 10:45 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 9 Detailed Room Loads - Room 3 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,178.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,178.0 sq.ft.Supply Air:99 CFM Ceiling Height:8.0 ft.Supply Air Changes:0.6 AC/hr Volume:9,424.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:1 Actual Winter Vent.:31 CFM Runout Air:99 CFM Percent of Supply.:32 % Runout Duct Size:6 in.Actual Summer Vent.:6 CFM Runout Air Velocity:502 ft./min.Percent of Supply:6 % Runout Air Velocity:502 ft./min.Actual Winter Infil.:21 CFM Actual Loss:0.157 in.wg./100 ft.Actual Summer Infil.:11 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain E -Wall-15B0-10sf-10 44 X 9 396 0.049 4.3 1,688 0.0 0 0 W -Wall-15BO-10sf-10 44 X 9 396 0.049 4.3 1,688 0.7 0 258 S -Wall-15BO-10sf-10 40 X 9 360 0.049 4.3 1,535 0.7 0 235 N -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0 Floor-21A-24 1 X 1178 1178 0.025 2.2 2,562 0.0 0 0 Subtotals for Structure:9,008 0 493 Infil.: Win.: 21.1, Sum.: 11.0 756 2.594 1,961 0.201 212 152 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:500 1,000 Room Totals:10,969 1,112 2,105 C:\ ...\20125 HARNESS LAKEVILLE 08022018.rhv Wednesday, August 01, 2018, 10:45 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Main Level 1,178 19,557 407 7-6 409 12,007 1,824 563 563 2 Upper Level 1,254 18,647 388 7-6 417 12,220 2,424 572 572 3 Lower Level 1,178 10,969 228 1-6 502 2,105 1,112 99 99 Ventilation 4,550 340 1,352 System 1 total 3,610 53,723 1,024 26,672 6,712 1,234 1,234 System 1 Main Trunk Size:21x10 in. Velocity:846 ft./min Loss per 100 ft.:0.105 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.78 80% / 20%26,672 6,712 33,384 Recommended:2.96 75% / 25%26,672 8,891 35,563 Actual:1.00 77% / 23%9,240 2,760 12,000 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model:QC-F38-E78-G QC-C12 Indoor Model:S12 Brand:Quikcool FE Series Quikcool AS Series Description:Hi Efficiency Furnace Standard Efficiency Air Condit Efficiency:78.3 AFUE 12.4 SEER Sound:8.1 bels Capacity:38,000 Btuh 12,000 Btuh Sensible Capacity:n/a 9,240 Btuh Latent Capacity:n/a 2,760 Btuh C:\ ...\20125 HARNESS LAKEVILLE 08022018.rhv Wednesday, August 01, 2018, 10:45 AM Builders Associaton of Minnesota version 101014 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 10/15 x x x 20 x 20 x 21 x 49 x x x 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: 70,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code x Passive Low: Other, describe: x Low: Location of fan(s), describe: Cfm's 4" " round duct OR Flex " metal duct City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 33,384 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Place your logo here New Construction Energy Code Compliance Certificate Name of Residential Contractor Stone Cottage Construction Inc. MN License Number Lakeville20125 Harness Ave BC636874 Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 53,723 Heating Gain Cooling Load Attic Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.30 Appliances THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.22 Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL-50 13ACXN042-230 Model Heating System Natrual Gas Lennox Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13 Seer 200CFM 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): 26,672Residential Load Calculation SEER /EER Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: ML193UH070 Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 3 Ton50 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 20125 Harness Ave, Lakeville MN 55044 Stone Cottage Construction, Inc. Brian Christopherson 651.755.7199 brian@stonecottage.com New Single Family Dwelling 5 0 0 5 9 Brian Christopherson Stone Cottage Construction, Inc. 651.755.7199 brian@stonecottage.com University of Minnesota 05.31.2021 Troy Asleson - President - Stone Cottage Construction, Inc.08.17.2018 08/28/18 X KH