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LA220418-19798 Henning Ave Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ 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 LOT 5, BLOCK 1, BERRES RIDGE 7TH 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.cMATT & EMMA ERICKSON#23-039SMA1102023STONE COTTAGE CONSTRUCTION, INC. 19798 HENNING AVE, LAKEVILE FRONT ELEVATION 1/4" = 1'-0" 7127125126"WOOD PORCH9' POURED FOUNDATION9' CEILING @ FIRST FLOORTOTAL2nd FLR.1st FLR.1,293 SQ. FT.1,314 SQ. FT.2,607 SQ. FT.ANDERSEN 100 SERIESSTONE AS SHOWNFRONT & SIDESWINDOWS9" BOXEDCEDAR BEAM4" TRIMFRONT ONLY4" VINYL SIDINGSIDES & REARLP PANEL SIDINGFRONT ONLY12x12 BOXED CEDARCOL. ON 16x16x54STONE BASE161216127124'-6"ALL SIDESALUM. SOFFIT & FASCIATOTALBSM'T960 SQ. FT.3,567 SQ. FT.8" TRIM4" TRIM4" TRIM1'-6"4" TRIM FRONT DOOR TRIM Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode11/30/2023jnuetzman Planco MN, Inc.C#23-039SMA2102023 REAR ELEVATION 1/8" = 1'-0" SIDINGVINYL VINYLCORNERS1'-3"101271271216127121'-0"1252'-6"10125/12SADDLE1'-3" LEFT ELEVATION 1/8" = 1'-0" 3'-4"STAIRLANDINGSIDINGVINYL VINYLCORNERSLPPANELLPPANEL RIGHT ELEVATION 1/8" = 1'-0" 712SIDINGVINYL VINYLCORNERS1'-0"WRAPSTONE 10"161210121'-9"1'-0"712LPPANEL5/121012 Planco MN, Inc.C#23-039SMA3102023 BASEMENT PLAN 1/4" = 1'-0" UP16 R(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED WHFURNF.D.92%SUMP4834 FAMILY ROOM *CARPET BEDROOM #5 *CARPET MECH/STORAGE *UNFINISHED2-2x102'-8"2'-4"2-11 7/8" LSL FLUSHTREATED 4x6 CURB2x6 - 16" O.C.20x8 FTG.TREATED 4x6 CURB2x6 - 16" O.C.20x8 FTG.TREATED 4x4 CURB2x4 - 16" O.C.20x8 FTG.TREATED 2x8 16" O.C.TRD. 3-2x8 FLUSHTRD. 3-2x8 FLUSH62'-0"15'-0"15'-0"26'-0"49'-0"19'-6"42'-6"8'-6"11'-0"40'-0"4'-0"36'-0"11'-8"7'-4"17'-0"6'-6"6'-0"6" 1'-0"56'-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"8'-0"9"9'-6"9"36'-0"6'-0"2" LEDGE9' POURED FOUNDATIONWALLEDGEWALLEDGE54"11 7/8" LSL19.2" O.C. 20'-8" 11 7/8" I JST. 19.2" O.C.10"5'-10"11 7/8" I JST. 16" O.C.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.20x8 FTG. ),1,6+('64)76" CANT.11'-0"20'-0"11'-6"1 PIECE FIB.F*VINYL2'-6"2'-4"2'-4"9/0x5/0 SL3-11 7/8" LVLSDSD/CO13'-6"10'-10"2'-6"7'-8"4'-4" 6'-0" 14'-0"7'-2"3-2x106/0x4/0 SLTRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.TRT. 6x6 POSTON 24"x42" CONC.TUBE FTG.TRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.7'-6"8'-0"2x66'-2"5'-10" TREATED 2x12 16" O.C. TREATED 2x8 16" O.C.8'-0"TRT. 3-2x8 FLUSH7'-3"6'-9"6"TRT. 2-2x12 FLUSHTRT. 2-2x12 FLUSHTRT. 2-2x12 FLUSHWALKOUT WALKOUTLOOKOUTLOOKOUT 11 7/8" I JST. 19.2" O.C.REF'GU.C.9/0x5/0 SL2-11 7/8" LVL PATIO *15x928610GLASSDOOR2'-3" 2-9 1/2" LSL 3'-4"2'-0" WET BAR 8'-4"1-11 7/8" LSLFLUSH3-11 7/8" LVL DROPPED11 7/8" I JST. 16" O.C. 11 7/8" I JST. 19.2" O.C. 11 7/8" LSL 16" O.C.UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). Planco MN, Inc.C#23-039SMA4102023 FIRST FLOOR PLAN 1/4" = 1'-0" 1,293 SQ. FT.9' CEILING @ FIRST FLOOR62'-0"15'-0"15'-0"26'-0"49'-0"REF'GUP17 RDN16 R16" S.B.x8'-0"2'-6"3-9 1/2" LSL 6/0x6/10 P.D.2'-4"2'-8"FIREDOORPANTRY*L.V.T.16" SH'S FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM OFFICE *CARPET*4" CONC. FLOOR GARAGE WOOD PORCH 19'-6"42'-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"56'-0"8'-0"7'-0"7'-6"7'-6"24'-6" 11'-6"13'-0"36'-0"6'-0"9'-8"5'-0"7'-0"*L.V.T.*L.V.T.5'-3"6'-6"5'-3"2'-0"3'-6"8'-0" CAB.3'-6"6'-10"2'-10"6'-6"3'-8"3'-8"4'-6"6'-8"10"WALLEDGEWALLEDGE2x62x6RAIL2'-6"4'-10"7'-2" 11'-0"GYP. BD.5'-6"4'-3"9"9'-6"9"F14'-0"8'-0"CHASE30" SLIP-IN RANGE W/ HOODVENT2/6x5/0-2 SH2-2x1020" FLR.TRUSS 24" O.C. 2'-10"2'-10"2/6x3/6 CSMTTOP @ 7'-6"2/6x3/6 CSMTTOP @ 7'-6" 20" FLR.TRUSS 24" O.C. GIRDER GIRDER2-9 1/2" LSL FLUSH4-9 1/2" LSL FLUSH24" CANT.TRUSSES 24" O.C.GIRDER F.T.2-2x1020" FLR.TRUSS24" O.C.6'-0"2-9 1/2" LSL FLUSH2-2x102-7 1/4" LSL2-7 1/4" LSLRADONVENT*2x6 WALLSTRUSSES 24" O.C. 4'-9"2-9 1/2" LSL5/0x6/0-2 FXGASF.P.2x61'-0"2'-6"2'-6"12x12 BOXED CEDARCOL. ON 16x16x42STONE BASEREF'GRECESS1'-212"4'-2"RAISE 6"OFF FLOOROVEN/MICRO3"9x8 OVH. DR.11'-0"20'-0"11'-6"5'-10"5'-2"10'-0"10'-0"5'-4"6'-2"9x8 OVH. DR.16x8 OVH. DR.24'-6" 2'-0"22'-6"3'-0"BUILT-INSBUILT-INS TRUSSES24" O.C.GIRDER TRUSSES 24" O.C.1'-0"5'-0"2-11 7/8" LSL2-11 7/8" LSL3-11 7/8" L2L2-2x10BENCH/BUILT-INS*CEDAR T&G CLG.WALLDETAIL36"2'-4"PKT.2'-8"2'-8"PKT.2'-0"2'-0"2-2x102/6x4/0 FX2-2x10 2/6x4/0 CSMT*WOOD PKT. OFFICE 7'-6"4'-0"14'-3"4'-1"8'-0"9'-2"2'-4" 7'-2"2'-0"2'-0"2x63'-8"*4x4 POSTS SCREEN PORCH *8x6 DECK DN3'-0"SCREENDOOR8'-0"6'-0" 14'-0"TOP @ 7'-6"3"3-9 1/2" LSL5/0x6/0-2 FXTOP @ 7'-6"3"2-2x10 2-2x10 2'-8"PKT.2'-10" 11'-3"11'-3" 2-2x10 4/0x2/6 AWN TOP @ 8'-6"SD/COTRUSSES24" O.C.2'-0"2-2x101'-8"DESK45"x32"COUNTER2-11 7/8" LSL2-11 7/8" LSL 2-11 7/8" LSL2-11 7/8" LSL3-2x10-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).PFHPFHPFHCS-PF5444884556358BWPsAbove Planco MN, Inc.C#23-039SMA5102023 SECOND FLOOR PLAN 1/4" = 1'-0" 1,314 SQ. FT.DN17 R5'-0" TUB& SHOWER1 PIECE FIB.2'-6"66"2'-4"2'-6"2'-6"2'-0"2'-8"2'-4" C.O.2'-4"2-2x107/6x5/0 SL*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET*L.V.T.*L.V.T.5/0x6/0 FIXED2-2x1040" OFF LANDINGTEMP 44'-0"15'-0"15'-0"14'-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"8'-5 5 16"3'-6"18'-0" 13'-1"4'-11"44'-0"26'-0"18'-0"12'-0"14'-0"6'-0"6'-0"7'-0"7'-0"4'-6"5'-10"5'-11"3'-8"3'-8" 15'-6"F3-2x106/0x4/6 SL2/6x4/6CSMT6'-7"6'-3"SD/COSDSDSDSDACCESS ATTIC2'-6"1/2 WALLW/ WD. CAP2'-0"2'-0"10'-1"3'-9"5'-4"GIRDERTRUSSES 24" O.C. TRUSSES 24" O.C.TRUSSES24" O.C.GIRDERTRUSSES24" O.C.6'-5"2x62x6RADONVENTLIN.2'-0"11'-2"2'-10"2'-0"7'-9"GIRDER3'-0"3'-9"4'-2 5 16"TRUSSES24" O.C.3'-8"3'-8"WD11'-35 16" 1/2 WALL W/ WD. CAP 7'-1"2'-4"PKT.7'-9" 2'-0"2'-0"*BOX VAULT6'-8"27"LT2/6x4/6FX2-2x102/6x4/6CSMT3"3"3"2/6x4/6-2 CSMT2-2x102'-4"112"7'-6"6'-6"12'-0" 3'-8"8'-4"12'-0"6'-0"FF1'-11"4'-7"2-2x102/6x2/6 AWNPKT.*C.T.*C.T.TRUSSES 24" O.C.3'-4"TRUSSES24" O.C.*11'-8"x10'4"*10'-6"x12'-4"3'-0"24x24LIN.4'-4"4'-0" 3x5 FREESTANDING TUB 28 " GLASSDOORBENCH36"70"1'-8"1/2 WALLW/ GLASSPANEL*C.T.2-2x10 5/0x2/0 FX TEMP2'-0"2'-0"2'-0"2'-0"2'-0"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).22222242222222 Planco MN, Inc.C#23-039SMA6102023 CROSS SECTION 3/8" = 1'-0" 17 RISERS 9'-11 8"3/4" T & G FLOORCURBTREATED 4x416 RISERS 11 7/8" I JST. @ 19.2" O.C. CURB2X6- 16" O.C.TREATED 4x63 1/2" CONC. FLOOR2X4- 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.2x6R-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"R-20 SPRAY FOAM20" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEEL6'-6"(DESIGNED BY MFR)TRUSSES @ 24" O.C.DECKING2x8 JTS. @ 16" O.C.6x6 POST35'-0"3'-0"GIRDERR-20 SPRAY FOAM2-7 1/4" LSL1251'-0"6'-0"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 PIERFOOTING3-2x8GRADEVENTEDSOFFITFASCIAALUM. ALUM.TRT. 6x6 POSTSIDINGSHEATHING7/16" OSBHOUSE WRAP20X820X820X8FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS11 7/8" LSL @ 19.2" O.C. 5/8" GYP. BD.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS7 7 16"6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS75 8"ALUM.ALUM. FASCIASOFFITVENTED1'-9"FLASHINGAPPLY STONE TO12x12x54 TREATEDPLYWOOD BOX12x12 BOXEDCOLUMN2'-4 9 16" 11 3 16" BEDROOM #3 BEDROOM #2 GREAT ROOM OFFICE POURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C. Planco MN, Inc.C#23-039SMA7102023 CROSS SECTION 3/8" = 1'-0" 9'-11 8"3/4" T & G FLOORCURBTREATED 4x6 11 7/8" LSL @ 19.2" O.C. 3 1/2" CONC. FLOOR20X82X6- 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"R-20 SPRAY FOAM20" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEEL(DESIGNED BY MFR)TRUSSES @ 24" O.C.7'-6"DECKING2x8 JTS. @ 16" O.C.24x24 PADFOOTING12x16 PIERFOOTING3-2x8GRADE2-7 1/4" LSL7'-0"6x6 POST35'-0"4'-0"GIRDER4'-0"GIRDER2-9 1/2" LSL4-9 1/2" LSLR-20 SPRAY FOAM50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1/2" SHTG.15# FELTSHINGLES712R-30 INSUL.MIN.SIDINGSHEATHING7/16" OSBHOUSE WRAPSIDINGSHEATHING7/16" OSBHOUSE WRAP1'-0"15'-6"BOX VAULT @MASTER BDRM2'-0"2'-0"FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS11 7/8" I JST. @ 16" O.C. 5/8" GYP. BD.2X6- 16" O.C.APPLY STONE TO12x12x42 TREATEDPLYWOOD BOX2'-4 9 16"125FLASHING1'-0"VENTEDSOFFITFASCIAALUM. ALUM.9" BOXEDCEDAR BEAMTRT. 6x6 POST12x12 BOXEDCOLUMN MASTER BEDROOM BEDROOM #4 DINING FOYER FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSPOURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.3-11 7/8" LVL Planco MN, Inc.C#23-039SMA81020234" CONC. FLOOR GARAGE 16X8GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS CROSS SECTION 3/8" = 1'-0" 9'-118"3/4" T & G FLOOR 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 FOAM20" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAM(DESIGNED BY MFR)TRUSSES @ 24" O.C.10'-31 4"(DESIGNED BY MFR)TRUSSES @ 24" O.C.12'-0"24'-0"2'-7"ENERGY HEEL50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"7127'-818"1/2" GYP. BD.SIDINGSHEATHING7/16" OSBHOUSE WRAPSIDINGSHEATHING7/16" OSBHOUSE WRAPFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS2'-0"1'-0"1'-2"5'-71116"GARAGEWALL5127125'-71116"PORCHBEAM6316"WATER PROOFINGPOURED WALLGRADER-10 RIGID INSUL.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.11 7/8" I JST. @ 19.2" O.C. DRAIN TILE Planco MN, Inc.C#23-039SMA9102023 GARAGE 9'-118"3/4" T & G FLOOR CROSS SECTION 3/8" = 1'-0" 11 7/8" LSL @ 19.2" O.C. 3 1/2" CONC. FLOORPROOFINGWATER5/8" 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.20" FLOOR TRUSSES @ 24" O.C.R-20 SPRAY FOAMGIRDER6'-0"5/8" GYP. BD.R-20 SPRAY FOAMR-30 INSUL.MIN.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.CLEATFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE GIRDER(DESIGNED BY MFR)TRUSSES @ 24" O.C.161250% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICGIRDER20'-0"5'-0" Planco MN, Inc.C#23-039SMA1010202320'-0"1'-634"1'-6"VENTEDSOFFITALUM.ALUM. FASCIA GARAGE (DESIGNED BY MFR)TRUSSES @ 24" O.C.16121/2" SHTG.15# FELTSHINGLES50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1'-63 4"1'-6"VENTEDSOFFITALUM.ALUM. FASCIA CROSS SECTION 3/8" = 1'-0" ROOF PLAN 1/8" = 1'-0" 12571216121612712712712161216127121012101271216/121'-0"2'-6"1'-9"1'-0"1'-6"1'-0"1'-2"1'-0"1'-9"1'-6"1'-3"51210125/1210121'-3"1'-3"1'-158"1'-0"14'-0"9516"1'-6"VENTEDSOFFITALUM.ALUM. FASCIA BEDROOM #4 (DESIGNED BY MFR)TRUSSES @ 24" O.C.16121/2" SHTG.15# FELTSHINGLES50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC9516"1'-6"VENTEDSOFFITALUM.ALUM. FASCIA CROSS SECTION 3/8" = 1'-0" 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 3/8" = 1'-0" 36" MIN. HT. CLEAR SPACE24" DIA. AROUND VENTPROVIDE ELECTRICALBOX POWER SOURCER-4 MIN. INSUL. VENT PIPE@ UNCONDITIONED SPACE4" MIN. CLEARANCEFOR FUT. FAN BASEMENT PLAN UP16 R(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED WHFURNF.D.92%SUMP4834 FAMILY ROOM *CARPET BEDROOM #5 *CARPET MECH/STORAGE *UNFINISHED2-9 1/2" LSL2'-8"2'-4"2-11 7/8" LSL FLUSHTREATED 4x6 CURB2x6 - 16" O.C.20x8 FTG.TREATED 4x6 CURB2x6 - 16" O.C.20x8 FTG.TREATED 4x4 CURB2x4 - 16" O.C.20x8 FTG.TREATED2x816" O.C.TRD. 3-2x8 FLUSHTRD. 3-2x8 FLUSH62'-0"15'-0"15'-0"26'-0"49'-0"19'-6"42'-6"8'-6"11'-0"40'-0"4'-0"36'-0"11'-8"7'-4"17'-0"6'-6"6'-0"6"1'-0"56'-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"8'-0"9"9'-6"9"36'-0"6'-0"2" LEDGE9' POURED FOUNDATIONWALLEDGEWALLEDGE54"11 7/8" LSL19.2" O.C.20'-8"11 7/8" I JST.19.2" O.C.10"5'-10"11 7/8" I JST. 16" O.C.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.20x8 FTG.6" CANT.11'-0"20'-0"11'-6"1 PIECE FIB.F*VINYL2'-6"2'-4"2'-4"9/0x5/0 SL3-9 1/2" LSLSDSD/CO13'-6"10'-10"2'-6"7'-8"4'-4" 6'-0" 14'-0"7'-2"3-2x106/0x4/0 SLTRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.TRT. 6x6 POSTON 24"x42" CONC.TUBE FTG.TRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.7'-6"8'-0"2x66'-2"5'-10" TREATED 2x12 16" O.C. TREATED 2x8 16" O.C.8'-0"TRT. 2-2x8 FLUSH7'-3"6'-9"6"TRT. 2-2x12 FLUSHTRT. 2-2x12 FLUSHTRT. 2-2x12 FLUSHWALKOUT WALKOUTLOOKOUTLOOKOUT 11 7/8" I JST. 19.2" O.C.REF'GU.C.9/0x5/0 SL3-9 1/2" LSL PATIO *15x928610GLASSDOOR2'-3"2-2x10 3'-4"2'-0" WET BAR 8'-4"BWL 115'3'3'2'-6" 62'-0"15'-0"15'-0"26'-0"49'-0"REF'GUP17 RDN16 R16" S.B.x8'-0"2'-6"3-9 1/2" LSL 6/0x6/10 P.D.2'-4"2'-8"FIREDOORPANTRY*L.V.T.16" SH'S FOYER *WOOD DINING KITCHEN *WOOD OFFICE *CARPET WOOD PORCH 19'-6"42'-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"56'-0"8'-0"7'-0"7'-6"7'-6"24'-6" 11'-6"13'-0"36'-0"6'-0"9'-8"5'-0"7'-0"*L.V.T.*L.V.T.5'-3"6'-6"5'-3"2'-0"3'-6"8'-0" CAB.3'-6"6'-10"2'-10"6'-6"3'-8"3'-8"4'-6"6'-8"10"WALLEDGEWALLEDGE2x62x6RAIL2'-6"4'-10"7'-2"11'-0"GYP. BD.5'-6"4'-3"9"9'-6"9"F14'-0"8'-0"CHASE30" SLIP-IN RANGE W/ HOODVENT2/6x5/0-2 SH2-9 1/2" LSL20" FLR.TRUSS19.2" O.C.2'-10"2'-10"2/6x3/6 CSMTTOP @ 7'-6"2/6x3/6 CSMTTOP @ 7'-6" 20" FLR.TRUSS 19.2" O.C. GIRDER GIRDER3-11 7/8" LSL FLUSH2-11 7/8" LSL FLUSH24" CANT.TRUSSES24" O.C.GIRDER F.T.2-2x1020" FLR.TRUSS19.2" O.C.6'-0"2-9 1/2" LSL FLUSH2-2x103-7 1/4" LSL3-7 1/4" LSLTRUSSES 24" O.C. 4'-9"2-9 1/2" LSL5/0x6/0-2 FXGASF.P.2x61'-0"2'-6"2'-6"REF'GRECESS1'-212"4'-2"OVEN/MICRO3"9x8 OVH. DR.11'-0"20'-0"11'-6"5'-10"5'-2"10'-0"10'-0"5'-4"6'-2"9x8 OVH. DR.16x8 OVH. DR.24'-6" 2'-0"22'-6"3'-0"BUILT-INSBUILT-INS TRUSSES24" O.C.GIRDER TRUSSES 24" O.C.1'-0"5'-0"2-11 7/8" LSL2-11 7/8" LSL3-11 7/8" LVL2-2x10BENCH/BUILT-INS*CEDAR T&G CLG.WALLDETAIL36"2'-4"PKT.2'-8"2'-8"PKT.2'-0" 2'-0"2-2x102/6x4/0 FX2-2x10 2/6x4/0 CSMT*WOOD PKT. OFFICE 7'-6"4'-0"14'-3"4'-1"8'-0"9'-2"2'-4" 7'-2"2'-0"2'-0"2x63'-8"*4x4 POSTS SCREEN PORCH *8x6 DECK DN3'-0"SCREENDOOR8'-0"6'-0" 14'-0"TOP @ 7'-6"3"2-9 1/2" LSL5/0x6/0-2 FXTOP @ 7'-6"3"2-2x10 2-2x10 2'-8"PKT.2'-10" 11'-3"11'-3" 2-2x10 4/0x2/6 AWN TOP @ 8'-6"SD/COTRUSSES24" O.C.2'-0"2-2x101'-8"DESK45"x32"COUNTER23'23' FIRST FLOOR PLAN 9' CEILING @ FIRST FLOOR30'30'BWL 2BWL 3BWL 4BWL 5BWL 6BWL 73'2'-3"2'-3"SEE DETAIL 1/PF-1SEE DETAIL 2/PF-1SEE DETAIL 3/PF-15'3'5'4'4'5'6'8'8'8'5'4'4' GARAGE AT SHADED AREA, INSTALL SIMPSON STRAPCS20 FROM TOP PLATE OF THE WALL IN THEKITCHEN ON THE FIRST FLOOR TO THEBOTTOM CHORD OF THE NEAREST FLOORTRUSS SPANNING THE GARAGE. PROVIDE9" OF NAILING AT EACH END OF STRAP.AT SHADED AREA, INSTALL SIMPSON STRAPCS20 FROM TOP PLATE OF THE GARAGEWALL TO THE BOTTOM CHORD OF THENEAREST FLOOR TRUSS SPANNING THEKITCHEN. PROVIDE 9" OF NAILING AT EACHEND OF STRAP. GREAT ROOM INSTALL OSBSHEATHING DIRECT TOSTUDS UNDER GYPSUMWALLBOARD OR OTHERFINISH MATERIALS. ATTACH WITH 6"PERIMETER AND 12"FIELD NAILING.RED DASHED LINES (SEE FASTENINGSCHEDULE ON PLAN PAGE GSN)INDICATES GYPSUM WALLBOARDBRACING (METHOD GB) WALL PANELSINSTALLED WITH FASTENERS SPACED7" OC AT INTERIOR AND PERIMETERLOCATIONS. SECOND FLOOR PLAN DN17 R5'-0" TUB& SHOWER1 PIECE FIB.2'-6"66"2'-4"2'-6"2'-6"2'-0"2'-8"2'-4" C.O.2'-4"2-2x107/6x5/0 SL*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET*L.V.T.*L.V.T.5/0x6/0 FIXED2-2x1040" OFF LANDINGTEMP 44'-0"15'-0"15'-0"14'-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"8'-5 5 16"3'-6"18'-0" 13'-1"4'-11"44'-0"26'-0"18'-0"12'-0"14'-0"6'-0"6'-0"7'-0"7'-0"4'-6"5'-10"5'-11"3'-8"3'-8" 15'-6"F3-2x106/0x4/6 SL2/6x4/6CSMT6'-7"6'-3"SD/COSDSDSDSDACCESS ATTIC2'-6"1/2 WALLW/ WD. CAP2'-0"2'-0"10'-1"3'-9"5'-4"GIRDERTRUSSES 24" O.C. TRUSSES24" O.C.TRUSSES24" O.C.GIRDERTRUSSES24" O.C.6'-5"2x62x6RADONVENTLIN.2'-0"11'-2"2'-10"2'-0"7'-9"GIRDER3'-0"3'-9"4'-2 5 16"TRUSSES24" O.C.3'-8"3'-8"WD11'-3 5 16" 1/2 WALL W/ WD. CAP 7'-1"2'-4"PKT.7'-9" 2'-0"2'-0"*BOX VAULT6'-8"27"LT2/6x4/6FX2-2x102/6x4/6CSMT3"3"3"2/6x4/6-2 CSMT2-2x102'-4"112"7'-6"6'-6"12'-0" 3'-8"8'-4"12'-0"6'-0"FF1'-11"4'-7"2-2x102/6x2/6 AWNPKT.*C.T.*C.T.TRUSSES 24" O.C.3'-4"TRUSSES24" O.C.*11'-8"x10'4"*10'-6"x12'-4"3'-0"24x24LIN.4'-4"4'-0" 3x5 FREESTANDING TUB 28 " GLASSDOORBENCH36"70"1'-8"1/2 WALLW/ GLASSPANEL*C.T.2-2x10 5/0x2/0 FX TEMP2'-0"2'-0"2'-0"2'-0"2'-0"28'16'40'BWL 8BWL 9BWL 10BWL 11BWL 124'2'2'2'2'2'2'2'2'2'2'2'2'2'2' Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB GB BWL 1 2 3 4 5 6 7 8 9 10 11 12Spacing - ft 15 23 23 23 30 30 30 40 40 28 28 16Level 3 2 2 2 2 2 2 1 1 1 1 1Length req'd- ft 7 7.3 14.2 7.3 9 18 9 6 6 4.3 4.3 2.9per Table R602.10.3(1)Adjustments:Exposure 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3Eave to ridge Height 0.9 0.85 0.85 0.85 0.85 0.85 0.85 0.7 0.7 0.7 0.7 0.7Wall Height 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.9# of BWL 1 1.3 1.3 1.3 1.3 1.3 1.3 1 1 1.3 1.3 1.34" Gyp WB w.block joints1 1 1 1 1 1 1 1 1 1 1 1Adjusted Length 7.8 10.0 19.4 10.0 12.3 24.6 12.3 4.9 4.9 4.64.6 3.1Matt & Emma Erickson Residence19798 Henning Avenue, Lakeville, MN Sheet Stone Cottage HVAC Load Calculations for Stone Cottage 19798 Henning Ave Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Tuesday, November 28, 2023 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:Tuesday, November 28, 2023 Client Name:Stone Cottage Client Address:19798 Henning Ave 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:1,521 CFM Per Square ft.:0.390 Square ft. of Room Area:3,900 Square ft. Per Ton:1,182 Volume (ft³) of Cond. Space:35,100 Building Loads Total Heating Required Including Ventilation Air:61,243 Btuh 61.243 MBH Total Sensible Gain:32,808 Btuh 83 % Total Latent Gain:6,775 Btuh 17 % Total Cooling Required Including Ventilation Air:39,583 Btuh 3.30 Tons (Based On Sensible + Latent) 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:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 3 Miscellaneous Report System 1 Whole House Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -15.33 80%n/a 72 n/a Summer:88 72 47%50%75 29.27 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:No No Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:650 ft./min 450 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:8 in.6 in. Maximum Height:10 in.6 in. Outside Air Data Winter Summer Infiltration Specified:0.250 AC/hr 0.130 AC/hr 112 CFM 58 CFM Infiltration Actual:0.250 AC/hr 0.130 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 26,857 X 26,857 6,714 Cu.ft./hr 3,491 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:112 CFM 58 CFM Total Building Ventilation:140 CFM 70 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 19.31 = (0.68 X 0.970 X 29.27 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.250 AC/hr (112 CFM), Construction: Unknown Summer Infiltration Specified:0.130 AC/hr (58 CFM), Construction: Unknown C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 4 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 3.30 1,182 3,900 32,808 6,775 39,583 61,243 1,180 1,521 1,521 System 1 Yes 3.30 1,182 3,900 32,808 6,775 39,583 61,243 1,180 1,521 1,521 26x10 Ventilation 340 1,352 1,692 4,550 Zone 1 3,900 32,468 5,423 37,891 56,693 1,180 1,521 1,521 26x10 1-Main Level 1,293 13,588 1,911 15,499 22,063 459 637 637 7--6 2-Upper Level 1,314 12,268 2,463 14,731 19,375 403 575 575 7--6 3-Lower Level 1,293 6,612 1,049 7,661 15,255 318 310 310 4--6 C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 5 Duct Size Preview Room or Duct Name Minimum Velocity Maximum Velocity Rough. Factor Design L/100 Actual L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Main Level 450 750 0 0.1 0.1 463.2 459 637 637 7--6 2-Upper Level 450 750 0 0.1 0.1 418.2 403 575 575 7--6 3-Lower Level 450 750 0 0.1 0.1 394.4 318 310 310 4--6 Other Ducts Supply Main Trunk 650 900 0 0.1 0.1 842.5 1,180 1,521 1,521 26x10 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:1180 Cooling Flow:1521 C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM 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 - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity Average Glass Sensible Gain Over 12 Hours 1.3 x Average Glass Gain Hourly Glass Gain Hourly Total Net GainHeat Gain, Btuh11.9% Diff. from Avg. 0 10,000 20,000 30,000 40,000 50,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 11.9%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 7 System 1 - Whole House - Psychrometric Chart ZC Zone (Room) Condition OC Outdoor Condition LC Leaving Coil Condition EC Entering Coil Condition SD Supply Duct Temperature Rise DTF Draw Through Fan Sensible Gain HRV Heat Recovery Ventilator C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 8 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 0.33 607 16,900 0 18,256 18,256 11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 3149 17,808 0 2,722 2,722 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1224 5,219 0 0 0 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 1314 2,286 0 1,261 1,261 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 1293 2,812 0 0 0 Subtotals for structure:46,303 0 22,591 22,591 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: 112, Summer CFM: 58 10,390 1,123 807 1,930 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 Total Building Load Totals:61,243 6,775 32,808 39,583 Check Figures Total Building Supply CFM:1,521 CFM Per Square ft.:0.390 Square ft. of Room Area:3,900 Square ft. Per Ton:1,182 Volume (ft³) of Cond. Space:35,100 Building Loads Total Heating Required Including Ventilation Air:61,243 Btuh 61.243 MBH Total Sensible Gain:32,808 Btuh 83 % Total Latent Gain:6,775 Btuh 17 % Total Cooling Required Including Ventilation Air:39,583 Btuh 3.30 Tons (Based On Sensible + Latent) 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:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 9 Building Pie Chart Building Loss 61,243 Btuh Floor 5%Roof 4% Wall 38% Glass 28% Door 2% Infiltration 17% Ventilation 7% Building Gain 39,583 Btuh Roof 3%Wall 7% Glass 46% Door 1% People 10% Equipment 24% Infiltration 5%Ventilation 4% C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 10 Building Bar Graph Building Loss 61,243 Btuh 0 5,000 10,000 15,000 20,000 25,000 Floor 5%Wall 38%Door 2%Ventilation 7% Roof 4%Glass 28%Infiltration 17% Building Gain 39,583 Btuh 0 5,000 10,000 15,000 20,000 Roof 3%Glass 46%People 10%Infiltration 5% Wall 7%Door 1%Equipment 24%Ventilation 4% C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 11 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 0.33 607 16,900 0 18,256 18,256 11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 3149 17,808 0 2,722 2,722 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1224 5,219 0 0 0 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 1314 2,286 0 1,261 1,261 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 1293 2,812 0 0 0 Subtotals for structure:46,303 0 22,591 22,591 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: 112, Summer CFM: 58 10,390 1,123 807 1,930 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 System 1 Whole House Load Totals:61,243 6,775 32,808 39,583 Check Figures Supply CFM:1,521 CFM Per Square ft.:0.390 Square ft. of Room Area:3,900 Square ft. Per Ton:1,182 Volume (ft³) of Cond. Space:35,100 System Loads Total Heating Required Including Ventilation Air:61,243 Btuh 61.243 MBH Total Sensible Gain:32,808 Btuh 83 % Total Latent Gain:6,775 Btuh 17 % Total Cooling Required Including Ventilation Air:39,583 Btuh 3.30 Tons (Based On Sensible + Latent) 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:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 12 System 1 Whole House Pie Chart System 1 Whole House Loss 61,243 Btuh Floor 5%Roof 4% Wall 38% Glass 28% Door 2% Infiltration 17% Ventilation 7% System 1 Whole House Gain 39,583 Btuh Roof 3%Wall 7% Glass 46% Door 1% People 10% Equipment 24% Infiltration 5%Ventilation 4% C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 13 System 1 Whole House Bar Graph System 1 Whole House Loss 61,243 Btuh 0 5,000 10,000 15,000 20,000 25,000 Floor 5%Wall 38%Door 2%Ventilation 7% Roof 4%Glass 28%Infiltration 17% System 1 Whole House Gain 39,583 Btuh 0 5,000 10,000 15,000 20,000 Roof 3%Glass 46%People 10%Infiltration 5% Wall 7%Door 1%Equipment 24%Ventilation 4% C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 14 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) 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 0.33 607 16,900 0 18,256 18,256 11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 3149 17,808 0 2,722 2,722 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1224 5,219 0 0 0 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 1314 2,286 0 1,261 1,261 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 1293 2,812 0 0 0 Subtotals for structure:46,303 0 22,591 22,591 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: 112, Summer CFM: 58 10,390 1,123 807 1,930 System 1, Zone 1 Load Totals:56,693 5,423 32,468 37,891 Check Figures Supply CFM:1,521 CFM Per Square ft.:0.390 Square ft. of Room Area:3,900 Square ft. Per Ton:1,235 Volume (ft³) of Cond. Space:35,100 Zone Loads Total Heating Required:56,693 Btuh 56.693 MBH Total Sensible Gain:32,468 Btuh 86 % Total Latent Gain:5,423 Btuh 14 % Total Cooling Required:37,891 Btuh 3.16 Tons (Based On Sensible + Latent) 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:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 15 System 1, Zone 1 Pie Chart System 1, Zone 1 Loss 56,693 Btuh Floor 5%Roof 4% Wall 41% Glass 30% Door 2% Infiltration 18% System 1, Zone 1 Gain 37,891 Btuh Roof 3%Wall 7% Glass 48% Door 1% People 10% Equipment 25% Infiltration 5% C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 16 System 1, Zone 1 Bar Graph System 1, Zone 1 Loss 56,693 Btuh 0 5,000 10,000 15,000 20,000 25,000 Floor 5%Wall 41%Door 2% Roof 4%Glass 30%Infiltration 18% System 1, Zone 1 Gain 37,891 Btuh 0 5,000 10,000 15,000 20,000 Roof 3%Glass 48%People 10%Infiltration 5% Wall 7%Door 1%Equipment 25% C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 17 Detailed Room Loads - Room 1 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,293.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,293.0 sq.ft.Supply Air:637 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.3 AC/hr Volume:11,637.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:54 CFM Runout Air:91 CFM Percent of Supply.:9 % Runout Duct Size:6 in.Actual Summer Vent.:29 CFM Runout Air Velocity:463 ft./min.Percent of Supply:5 % Runout Air Velocity:463 ft./min.Actual Winter Infil.:51 CFM Actual Loss:0.134 in.wg./100 ft.Actual Summer Infil.:26 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain E -Wall-12F-0sw 56 X 9 383 0.065 5.7 2,166 0.9 0 331 W -Wall-12F-0sw 56 X 9 397 0.065 5.7 2,245 0.9 0 343 N -Wall-12F-0sw 40 X 9 317 0.065 5.7 1,793 0.9 0 274 S -Wall-12F-0sw 40 X 9 295 0.065 5.7 1,668 0.9 0 255 W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 E -Gls-4A-1a-o shgc-0.33 0%S 121 0.320 27.8 3,369 35.0 0 4,236 W -Gls-4A-1a-o shgc-0.33 0%S 65 0.320 27.8 1,810 35.0 0 2,275 N -Gls-4A-1a-o shgc-0.33 100%S 43 0.320 27.8 1,197 10.4 0 448 S -Gls-4A-1a-o shgc-0.33 0%S 65 0.320 27.8 1,810 19.2 0 1,247 Subtotals for Structure:17,336 0 9,761 Infil.: Win.: 50.9, Sum.: 26.5 1,728 2.736 4,727 0.212 511 367 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 3,000 Room Totals:22,063 1,911 13,588 C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 18 Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,314.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,314.0 sq.ft.Supply Air:575 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.9 AC/hr Volume:11,826.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:48 CFM Runout Air:82 CFM Percent of Supply.:8 % Runout Duct Size:6 in.Actual Summer Vent.:26 CFM Runout Air Velocity:418 ft./min.Percent of Supply:5 % Runout Air Velocity:418 ft./min.Actual Winter Infil.:46 CFM Actual Loss:0.110 in.wg./100 ft.Actual Summer Infil.:24 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain E -Wall-12F-0sw 44 X 9 326 0.065 5.7 1,844 0.9 0 282 W -Wall-12F-0sw 44 X 9 332 0.065 5.7 1,877 0.9 0 287 N -Wall-12F-0sw 43 X 9 363 0.065 5.7 2,053 0.9 0 314 S -Wall-12F-0sw 43 X 9 367 0.065 5.7 2,075 0.9 0 317 E -Gls-4A-1a-o shgc-0.33 0%S 70 0.320 27.8 1,949 35.0 0 2,450 W -Gls-4A-1a-o shgc-0.33 0%S 64 0.320 27.8 1,782 35.0 0 2,240 N -Gls-4A-1a-o shgc-0.33 100%S 24 0.320 27.8 668 10.4 0 250 S -Gls-4A-1a-o shgc-0.33 0%S 20 0.320 27.8 557 19.2 0 384 UP-Ceil-16B-50 1314 X 1 1314 0.020 1.7 2,286 1.0 0 1,261 Subtotals for Structure:15,091 0 7,785 Infil.: Win.: 46.1, Sum.: 24.0 1,566 2.736 4,284 0.213 463 333 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 3,000 Room Totals:19,375 2,463 12,268 C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 19 Detailed Room Loads - Room 3 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,293.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,293.0 sq.ft.Supply Air:310 CFM Ceiling Height:9.0 ft.Supply Air Changes:1.6 AC/hr Volume:11,637.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:4 Actual Winter Vent.:38 CFM Runout Air:77 CFM Percent of Supply.:12 % Runout Duct Size:6 in.Actual Summer Vent.:14 CFM Runout Air Velocity:394 ft./min.Percent of Supply:5 % Runout Air Velocity:394 ft./min.Actual Winter Infil.:15 CFM Actual Loss:0.098 in.wg./100 ft.Actual Summer Infil.:8 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain E -Wall-12F-0sw 56 X 9 369 0.065 5.7 2,087 0.9 0 319 W -Wall-15B0-10sf-10 56 X 9 504 0.049 4.3 2,149 0.0 0 0 N -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0 S -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0 E -Gls-4A-1a-o shgc-0.33 0%S 135 0.320 27.8 3,758 35.0 0 4,726 Floor-21A-24 1 X 1293 1293 0.025 2.2 2,812 0.0 0 0 Subtotals for Structure:13,876 0 5,045 Infil.: Win.: 14.8, Sum.: 7.7 504 2.736 1,379 0.212 149 107 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:500 1,000 Room Totals:15,255 1,049 6,612 C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 20 Room Cooling and Heating Loads Bar Graphs Cooling Heating Btuh Lower Level Upper Level Main Level 0 5,000 10,000 15,000 20,000 25,000 C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 21 Room Cooling Loads Bar Graphs Sensible Latent Btuh Lower Level Upper Level Main Level 0 5,000 10,000 15,000 20,000 C:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 22 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 1,293 22,063 459 7-6 463 13,588 1,911 637 637 2 Upper Level 1,314 19,375 403 7-6 418 12,268 2,463 575 575 3 Lower Level 1,293 15,255 318 4-6 394 6,612 1,049 310 310 Ventilation 4,550 340 1,352 System 1 total 3,900 61,243 1,180 32,808 6,775 1,521 1,521 System 1 Main Trunk Size:26x10 in. Velocity:842 ft./min Loss per 100 ft.:0.096 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.30 83% / 17%32,808 6,775 39,583 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:\ ...\19798 HENNING LAKEVILLE 11282023.rhv Tuesday, November 28, 2023, 12:28 PM Builders Associaton of Minnesota version 101014 Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring 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 ML193UH070 Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 3 Ton50 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 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): 32,808Residential Load Calculation SEER /EER 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 Building envelope air tightness: Rim Joist (1st Floor) GPVL-50 13ACXN042-230 Model Heating System Natrual Gas Lennox Fiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: 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, BlownTHERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not ApplicableAttic 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 Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 61,243 Heating Gain Cooling Load 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 Lakeville19798 Henning Ave BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 39,583 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat 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 11/29/23 X PM