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Home My WebLink AboutLA198601 - 19812 Henning 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 RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION LOT 3, BLOCK 3, 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.cMIKE & CHELSEA SIEDOW#21-090SMA16202119812 HENNING AVE, LAKEVILLE STONE COTTAGE CONSTRUCTION, INC. FRONT ELEVATION 1/4" = 1'-0" 9x8 OVH. DR.16x8 OVH. DR.812812612VINYLB & B4" TRIM1'-0"WOOD PORCHTOTAL2nd FLR.1st FLR.1,189 SQ. FT.1,281 SQ. FT.2,470 SQ. FT.8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOOR4" VINYL SIDINGSIMONTON WDWS.ALUM. SOFFIT & FASCIAFRONT ONLYGRIDS IN WDWS.ALL SIDESSIDES & REARVINYL B & BFRONT & SIDES12x12 BOXED COL.ON 18"x18"x42"STONE BASE8" BOXED BEAM4" TRIMALL SIDES712VINYLVINYLB & BB & BTOTALBSM'T785 SQ. FT.3,255 SQ. FT.(2) 4x4 BRACKETS10/12 LEFT ELEVATION 1/8" = 1'-0" VINYLCORNERSSIDINGVINYL 8121'-5"1262'-0"712WDW. WELLEGRESSVINYLB & B126 RIGHT ELEVATION 1/8" = 1'-0" SIDINGVINYL 8121'-9"1262'-0"1'-9"712812VINYLCORNERS712 REAR ELEVATION 1/8" = 1'-0" VINYLCORNERSSIDINGVINYL 1276/121276/12Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/29/2021dmathews Planco MN, Inc.C#21-090SMA262021 BASEMENT PLAN 1/4" = 1'-0" UNEXCAVATED UP15 R2868WHFURNF.D.92% FAMILY/REC RM *CARPET BEDROOM *CARPET MECH/STORAGE *UNFINISHED14'-0"36'-0"15'-0"14'-0"7'-0"50'-0" 44'-0"6'-0" 3'-0"3'-0"42'-0"2'-0"50'-0"33'-0"17'-0"14'-0"19'-0"8'-0"14'-0"14'-0"50'-0"8'-0"10'-8"7'-4"21'-0"6'-6" 3'-8"3'-8"4'-4"5'-0"6'-6"30"x30"x12"CONC. PAD FTG.30"x30"x12"CONC. PAD FTG.18'-6"8'-4" POURED FOUNDATIONWALLEDGEWALLEDGE6'-2"18'-10"20x8 FTG.TRT. 4x4 CURB2x4 - 16" O.C.20x8 FTG.TRT. 4x4 CURB2x4 - 16" O.C.20x8 FTG.TRT. 4x6 CURB2x6 - 16" O.C.20x8 FTG.TRT. 4x6 CURB2x6 - 16" O.C.2-9 1/2" LSL DROPPED11 7/8" LSL JOISTS 6x6 POSTSUMPRADONVENT6" CANT.2" LEDGESD/CO),1,6+('64)7(;&/8'(667$,5650682668266830"4834NO FTG.@ TOILET2-2x10(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.9"7'-6"8'-9"TRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSHTREATED 2x8 16" O.C. 11 7/8" I JTS. 16" O.C. 3'-0"2-2x103-14" LVL DROPPED2868 STORAGE *UNFINISHED19'-0"1'-2"1-11 7/8" LSLFLUSH1 PIECE FIB.FSD11'-10"*VINYLBM. PKT.BM. PKT.11 7/8" I JTS. 16" O.C.13'-4"2'-6"25'-0" 9'-6"3'-9"4'-0"3'-9" 5/0x3/6 SL 2-2x10 TRENCH DRAIN15'-4"5'-8"5'-5"GASF.P.UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. Planco MN, Inc.C#21-090SMA362021 FIRST FLOOR PLAN 1/4" = 1'-0" 1,189 SQ. FT.9' CEILING @ FIRST FLOOR WOOD PORCH 12x12 BOXED COL.ON 18"x18"x42"STONE BASE2-7 1/4" LSL4'-4"UP17 RDN15 R5'-10"GASF.P.PED 2068246812" SH'S24682868FIREDOOR14'-6"13'-6"REF'G16" S.B. 30" RANGE 30"PANT.2868 C.O.PANTRY*L.V.P.3-9 1/2" LVL9/0x5/0 SLCHASE 30682/6x2/6 AWN2-2x10WALLEDGEWALLEDGE2-2x104/0x4/0 SLREF'GRECESS9x8 OVH. DR.16x8 OVH. DR.*4" CONC. FLOOR GARAGE FOYER *L.V.P.*L.V.P. DINING *L.V.P. GREAT ROOM KITCHEN *L.V.P. MUD RM *VINYL*L.V.P.*2x6 WALLS14'-0"36'-0"15'-0"14'-0"7'-0"3'-10"3'-2"7'-0"6'-4"8'-8"50'-0" 44'-0"6'-0" 3'-0"3'-0"42'-0"2'-0" 9'-0"4'-4"4'-10"6'-10"50'-0"33'-0"17'-0"14'-0"7'-3"6'-9"9'-6"9'-6"8'-9"7'-6"9"8'-0" 14'-0"4'-7"8'-8"4'-3"14'-0"7'-4"11'-2"2'-2"4'-2"4'-10"6" 2-2x10 50'-0"8'-0"10'-8"7'-4"21'-0"6'-2"4'-6"7'-4"6'-4"7'-4"1'-8"RAILRAIL2'-10"6'-2"11'-4"3'-8"3'-8"4'-0"8'-0" CAB. 4'-0"2-7 1/4" LSL6'-6"6'-0"6"7'-4"F24'-8" 18" FLR.TRUSS 19.2" O.C. 18" FLR.TRUSS 19.2" O.C. GIRDER F.T.2-2x10FLUSH2-2x10 FLUSH24" CANT.12" CANT.39'-0"3'-0"RADONVENT2x62-9 1/2" LVLFLUSHGYP. BD.24" SH'S24682'-6" CAB.TOP @ 6'-10"TOP @ 6'-10"4"2'-6" W.I.C. *VINYL4"3-2x102-11 7/8" LSL2x6SD/CO18" FLR.TRUSS 19.2" O.C. GIRDER 8'-6"2-9 1/2" LSL FLUSHGIRDER3-14" LVL FLUSH3-9 1/2" LSL19'-0"TRUSSES 24" O.C.TRENCH DRAIN2-2x106068 P.D.POSTSLT25'-0" FUT. FURN R.I. GAS WOOD HOOD *INSUL. WALLS & CLG.*12'-6" CLG.*12'-6" CLG.*10'-3" CLG.*4/12 VAULT12'-6" TALLWALL12'-0"18'-0"12'-0" 3/11x2/5 AWM 2-2x10 3/11x2/5 AWM 2-2x102-11 7/8" LSLBWPsAboveCS-PFCS-PF993PFHPFHHold-downHold-downShearwall Wall supported by floortrusses, roof load supported byflush header on upper level. Planco MN, Inc.C#21-090SMA462021 SECOND FLOOR PLAN 1/4" = 1'-0" 1,281 SQ. FT.DN17 R5'-0" TUB & SHOWER 1 PIECE FIB.66"246826685/0x6/0 FX TEMP 6'-0"WD2468PKT.206826686/0x4/6 SL2-2x10*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET W.I.C. *CARPET2-9 1/2" LSL7/6x5/0 SL3-2x106/0x5/0 SL36'-0"7'-0"15'-6"13'-6"7'-9"7'-9"6'-9"6'-9"4'-11 2" 41'-0" 12'-10"5'-8"7'-4"12'-8"WALLEDGEWALLEDGE3-9 1/2" LSL TOP @ 8' OFF LNDG.36'-0"26'-0"10'-0"12'-0"14'-0"6'-0"6'-0"2'-6"11'-6"1'-0" 15'-0" 25'-0" 22'-0"3'-0" 9'-1"15'-6" 3'-8"3'-8"12'-8"4'-4"6'-8"4'-10"FF*VINYL*VINYLSD/COSDSDSD2x6GIRDERACCESS ATTIC 3'-8"3'-8"1/2 WALLW/ WD. CAP10"TRUSSES 24" O.C.TRUSSES24" O.C.RADONVENT2x62468 C.O.LT2868PKT.246890" 12'-6"*VINYL1/2 WALLW/ WD. CAPWALLHUNG2'-6"6/0x4/0 SL2-2x102668SD506850687'-3"4'-3" BEDROOM #4 *CARPET12'-10"2'-2"4'-0"7'-10"7'-6"4'-2"2x63'-8"7'-4"5'-6"2'-10"2468PKT.4068LIN. 5'-10"3'-11"3'-1"2-2x10 FLUSH5/0x1/6 FX2'-4"3'-8"7848*C.T.28" OPNG.52" TALL WALLW/ GLASS PANEL206850682'-6"8'-4"4'-0"GIRDER *VINYL ROOF PLAN 1/8" = 1'-0" 1'-5"1'-0"1'-6"1'-0"GIRDER1'-9"1'-6"1'-9"8128128121272'-0"6/12GIRDERGIRDER 1'-9"127127127FAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).StrapStrap2232322222 Planco MN, Inc.C#21-090SMA562021 CROSS SECTION 1/4" = 1'-0" SHEATHINGR-21 INSUL.9'-118"3 1/2" CONC. FLOOR1/2" GYP. BD.VB11 7/8" LSL JOISTS TRT. 4x6 CURB2X6- 16" O.C.3/4" T & G FLOOR5/8" GYP. BD.2x6- 16" O.C.GRADE25'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.5/8" GYP. BD.W/ V.B.3/4" T & G FLOORR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.8'-11 8"18" FLOOR TRUSSES @ 19.2"O.C.SIDINGSHEATHING15 RISERSTRT. 4x6 CURB2X6- 16" O.C.17 RISERS (DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.2'-0"6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS3- 2x12 STRINGERSTAIR NOTES:10" RUFF CUT TREADS16'-0"ALUM.ALUM. FASCIASOFFITVENTED1'-5"TRT. 6x6 POST2-7 1/4" LSL12x12 BOXEDCOLUMN6'-0"6'-6"738"PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMPROOFINGWATERR-10 W/ <2.6 ACHINSUL.R-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAMMIN. R-38@ CANT.10'-8"712"TRT. 4x4 CURB2X4- 16" O.C.GIRDERAPPLY STONE TO14x14x42 TREATEDPLYWOOD BOX FOYER GREAT ROOM BEDROOM #2 BEDROOM #3 8" BOXEDBEAMCONC. PORCH16x8FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS5/8" GYP. BD.50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1/2" SHTG.15# FELTSHINGLES1'-9"7122'-711 16"61211 7/8" LSL JOISTS14'-234"GRADE1-2x6 TREATEDSILL PLATE8'-4" POUREDWALL W/ REBARPER CODEWATER PROOFINGR-10 W/ <2.6 ACHFLOOR 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 GARAGE 4" CONC. FLOORSLOPE TO DRAINGRADEPOURED WALLSIDINGSHEATHINGHOUSE WRAPFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS2x6- 16" O.C.VBR-21 INSUL.42'-0"GRADEPOURED WALLSIDINGSHEATHINGHOUSE WRAPFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS2x6- 16" O.C.VBR-21 INSUL.50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"TRUSSES @ 24" O.C.(DESIGNED BY MFR)712R-49 INSUL.VENTEDSOFFITALUM.ALUM. FASCIA1'-9"41212'-6" CROSS SECTION 1/4" = 1'-0" 10'-31 4"5/8" GYP. BD.W/ V.B. Planco MN, Inc.C#21-090SMA662021 CROSS SECTION 1/4" = 1'-0" SHEATHINGSIDING1-2x6 TREATEDR-21 INSUL.9'-118"3 1/2" CONC. FLOOR1/2" GYP. BD.VB8'-4" POURED WALL W/ REBARPER CODE3/4" T & G FLOORSILL PLATE5/8" GYP. BD.2x6- 16" O.C.WATERPROOFING25'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.5/8" GYP. BD.W/ V.B.3/4" T & G FLOORR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.8'-11 8"18" FLOOR TRUSSES @ 19.2"O.C.4" CONC. FLOOR GARAGE GRADEPOURED WALLSLOPE TO DRAIN(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.22'-0"2X4- 16" O.C.10'-314"R-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAMDRAIN TILE R-10 W/ <2.6 ACHINSUL.1/2" GYP. BD.TRT. 4x4 CURB28'-0" MASTER BEDROOM DINING KITCHEN FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS5/8" GYP. BD.11 7/8" LSL JOISTSFASCIAALUM. ALUM.SOFFITVENTED2'-0"6122'-711 16"3'-0"R-49 INSUL.3-14" LVLFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSGRADE1-2x6 TREATEDSILL PLATE8'-4" POUREDWALL W/ REBARPER CODEWATER PROOFINGR-10 W/ <2.6 ACHINSUL.(DESIGNED BY MFR)TRUSSES @ 24" O.C.GIRDER2x6- 16" O.C.VBR-21 INSUL.5/8" GYP. BD.W/ V.B.R-49 INSUL.50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"71214'-234"SOFFIT3-14" LVL 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. 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.18" FLOOR TRUSSES @ 24" O.C.R-20 SPRAY FOAMGRADEPOURED WALLTRUSSES @ 24" O.C.(DESIGNED BY MFR)GIRDER8'-6"5/8" GYP. BD.R-20 SPRAY FOAMR-30 INSUL.MIN.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.24'-0"CLEATSIDINGSHEATHINGHOUSE WRAP MECH/STORAGE FOYER BEDROOM #2 DRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS2x6- 16" O.C.VBR-21 INSUL.5/8" GYP. BD.W/ V.B.R-49 INSUL.12'-6"14'-0" FIRST FLOOR PLAN WOOD PORCH 12x12 BOXED COL.ON 18"x18"x42"STONE BASE2-7 1/4" LSL4'-4"UP17 RDN15 R5'-10"GASF.P.PED 2068246812" SH'S24682868FIREDOOR14'-6"13'-6"REF'G16" S.B. 30" RANGE 30"PANT.2868 C.O.PANTRY*L.V.P.2-9 1/2" LVL9/0x5/0 SLCHASE 30682/6x2/6 AWN2-2x10WALLEDGEWALLEDGE2-2x104/0x4/0 SLREF'GRECESS9x8 OVH. DR.16x8 OVH. DR.*4" CONC. FLOOR GARAGE FOYER *L.V.P.*L.V.P. DINING *L.V.P. GREAT ROOM KITCHEN *L.V.P. MUD RM *VINYL*L.V.P.*2x6 WALLS14'-0"36'-0"15'-0"14'-0"7'-0"3'-10"3'-2"7'-0"6'-4"8'-8"50'-0" 44'-0"6'-0" 3'-0"3'-0"42'-0"2'-0" 9'-0"4'-4"4'-10"6'-10"50'-0"33'-0"17'-0"14'-0"7'-3"6'-9"9'-6"9'-6"8'-9"7'-6"9"8'-0" 14'-0"4'-7"8'-8"4'-3"14'-0"7'-4"11'-2"2'-2"4'-2"4'-10"6" 2-2x10 50'-0"8'-0"10'-8"7'-4"18'-0"6'-2"4'-6"5'-10"6'-4"5'-10"1'-8"RAILRAIL2'-10"6'-2"11'-4"3'-8"3'-8"4'-0"8'-0" CAB. 4'-0"2-7 1/4" LSL6'-6"6'-0"6"7'-4"F21'-8" 18" FLR.TRUSS 19.2" O.C. 18" FLR.TRUSS 19.2" O.C. GIRDER F.T.2-2x10FLUSH2-2x10 FLUSH24" CANT.12" CANT.36'-0"6'-0"RADONVENT2x62-9 1/2" LSLFLUSHGYP. BD.24" SH'S24682'-6" CAB.TOP @ 6'-10"TOP @ 6'-10"4"2'-6" W.I.C. *VINYL4"3-2x102-2x122-11 7/8" LSL17'-0"2x6SD/CO18" FLR.TRUSS 19.2" O.C. GIRDER 8'-6"2-11 7/8" LSL FLUSHGIRDER3-14" LVL FLUSH3-9 1/2" LSL19'-0"TRUSSES 24" O.C.TRENCH DRAIN2-2x106068 P.D.POSTSLT25'-0" FUT. FURN R.I. GAS WOOD HOOD *INSUL. WALLS & CLG.*12'-6" CLG.*12'-6" CLG.*10'-3" CLG.*4/12 VAULT12'-6" TALLWALL43'50'BWL 1BWL 2BWL 3BWL 44'4'4'3'4'-3"SEE DETAIL 1/PF-1SEE DETAIL 3/PF-1SEE DETAIL 2/PF-19'9'SEE DETAIL 1/GR-1 SECOND FLOOR PLAN DN17 R5'-0" TUB & SHOWER 1 PIECE FIB.66"246826685/0x6/0 FX TEMP 6'-0"WD2468PKT.2668206826685068LIN.6/0x4/6 SL2-2x10*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET W.I.C. *CARPET2-2x107/6x5/0 SL2-2x106/0x5/0 SL36'-0"7'-0"14'-0"15'-0"7'-0"7'-0"8'-8"6'-4"12'-4"3'-0"7'-0"1'-10"3'-6" 41'-0"38'-0"3'-0"12'-4"5'-8"7'-4"12'-8"WALLEDGEWALLEDGE3-9 1/2" LSL TOP @ 8' OFF LNDG.36'-0"26'-0"10'-0"12'-0"14'-0"6'-0"6'-0"2'-6"11'-6"1'-0" 15'-0" 25'-0" 22'-0"3'-0" 9'-1"15'-6" 3'-8"3'-8"12'-8"4'-4"6'-8"4'-10"FF*VINYL*VINYLSD/COSDSDSD2x6GIRDERACCESS ATTIC 3'-8"3'-8"1/2 WALLW/ WD. CAP10"TRUSSES 24" O.C.TRUSSES24" O.C.TRUSSES24" O.C.RADONVENT2x62468 C.O.LT2868PKT.246890" 12'-6"*VINYL1/2 WALLW/ WD. CAPWALLHUNG2'-6"6/0x4/0 SL2-2x102668SD506850687'-3"4'-3" BEDROOM #4 *CARPET12'-10"2'-2"4'-0"7'-10"7'-6"4'-2"2x63'-8"7'-4"5'-6"2'-10"2468PKT.4068LIN. 5'-10"3'-11"3'-1"2-2x105/0x1/6 FX2'-4"3'-8"7848*C.T.28" OPNG.52" TALL WALLW/ GLASS PANELBWL 5BWL 6BWL 7BWL 836'37'2'2'3'2'2'3'4'4'2'2'2'2' Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure C BWL 1 2 3 4 5 6 7 8Spacing - ft 43 43 50 50 37 37 36 36Level 2 2 2 2 1 1 1 1Length req'd- ft 12.3 12.3 14 14 5.6 5.6 5.4 5.4per Table R602.10.3(1)Adjustments:Exposure 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3Eave to ridge Height 1 1 1 1 1 1 1 1Wall Height 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9# of BWL 1 1 1 1 1 1 1 14" Gyp WB w.block joints1 1 1 1 1 1 1 1Adjusted Length 15.2 15.2 17.3 17.3 6.6 6.6 6.3 6.3Mike & Chelsea Siedow Residence19812 Henning Avenue, Lakeville, MN Sheet VINYL B & BSIDINGVINYL 8121'-0"1'-9"1262'-0"1'-9"712812VINYLCORNERS712 RIGHT ELEVATION GW Stone Cottage HVAC Load Calculations for Siedow 19812 Henning Ave Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Monday, November 22, 2021 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:Monday, November 22, 2021 Client Name:Siedow Client Address:19812 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:1,267 CFM Per Square ft.:0.359 Square ft. of Room Area:3,524 Square ft. Per Ton:1,243 Volume (ft³) of Cond. Space:31,716 Building Loads Total Heating Required Including Ventilation Air:51,182 Btuh 51.182 MBH Total Sensible Gain:27,471 Btuh 81 % Total Latent Gain:6,548 Btuh 19 % Total Cooling Required Including Ventilation Air:34,019 Btuh 2.83 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:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 89 CFM 46 CFM Infiltration Actual:0.250 AC/hr 0.130 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 21,420 X 21,420 5,355 Cu.ft./hr 2,785 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:89 CFM 46 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 (89 CFM), Construction: Unknown Summer Infiltration Specified:0.130 AC/hr (46 CFM), Construction: Unknown C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 2.83 1,243 3,524 27,471 6,548 34,019 51,182 944 1,267 1,267 System 1 Yes 2.83 1,243 3,524 27,471 6,548 34,019 51,182 944 1,267 1,267 21x10 Ventilation 437 1,352 1,789 5,850 Zone 1 3,524 27,034 5,196 32,230 45,332 944 1,267 1,267 21x10 1-Main Level 1,144 11,967 1,851 13,818 17,786 370 561 561 7--6 2-Upper Level 1,236 13,607 2,445 16,052 19,074 397 637 637 7--6 3-Lower Level 1,144 1,460 900 2,360 8,472 176 68 68 1--6 C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 0.1 407.9 370 561 561 7--6 2-Upper Level 450 750 0 0.1 0.1 463.8 397 637 637 7--6 3-Lower Level 450 750 0 0.1 0.1 348.4 176 68 68 1--6 Other Ducts Supply Main Trunk 650 900 0 0.1 0.1 868.5 944 1,267 1,267 21x10 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:944 Cooling Flow:1267 C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 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 - 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, Btuh21.5% Diff. from Avg. 0 10,000 20,000 30,000 40,000 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 21.5%. 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:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 0.33 433 12,053 0 13,781 13,781 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 2315 13,091 0 2,000 2,000 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1404 5,984 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 1236 2,151 0 1,187 1,187 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 1144 2,488 0 0 0 Subtotals for structure:37,045 0 17,320 17,320 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: 89, Summer CFM: 46 8,287 896 644 1,540 Ventilation: Winter CFM: 140, Summer CFM: 70 5,850 1,352 437 1,789 Total Building Load Totals:51,182 6,548 27,471 34,019 Check Figures Total Building Supply CFM:1,267 CFM Per Square ft.:0.359 Square ft. of Room Area:3,524 Square ft. Per Ton:1,243 Volume (ft³) of Cond. Space:31,716 Building Loads Total Heating Required Including Ventilation Air:51,182 Btuh 51.182 MBH Total Sensible Gain:27,471 Btuh 81 % Total Latent Gain:6,548 Btuh 19 % Total Cooling Required Including Ventilation Air:34,019 Btuh 2.83 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:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 51,182 Btuh Floor 5%Roof 4% Wall 37% Glass 24% Door 2% Infiltration 16% Ventilation 11% Building Gain 34,019 Btuh Roof 3%Wall 6% Glass 41% Door 1%People 11% Equipment 28% Infiltration 5% Ventilation 5% C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 51,182 Btuh 0 5,000 10,000 15,000 20,000 Floor 5%Wall 37%Door 2%Ventilation 11% Roof 4%Glass 24%Infiltration 16% Building Gain 34,019 Btuh 0 5,000 10,000 15,000 Roof 3%Glass 41%People 11%Infiltration 5% Wall 6%Door 1%Equipment 28%Ventilation 5% C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 0.33 433 12,053 0 13,781 13,781 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 2315 13,091 0 2,000 2,000 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1404 5,984 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 1236 2,151 0 1,187 1,187 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 1144 2,488 0 0 0 Subtotals for structure:37,045 0 17,320 17,320 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: 89, Summer CFM: 46 8,287 896 644 1,540 Ventilation: Winter CFM: 140, Summer CFM: 70 5,850 1,352 437 1,789 System 1 Whole House Load Totals:51,182 6,548 27,471 34,019 Check Figures Supply CFM:1,267 CFM Per Square ft.:0.359 Square ft. of Room Area:3,524 Square ft. Per Ton:1,243 Volume (ft³) of Cond. Space:31,716 System Loads Total Heating Required Including Ventilation Air:51,182 Btuh 51.182 MBH Total Sensible Gain:27,471 Btuh 81 % Total Latent Gain:6,548 Btuh 19 % Total Cooling Required Including Ventilation Air:34,019 Btuh 2.83 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:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 51,182 Btuh Floor 5%Roof 4% Wall 37% Glass 24% Door 2% Infiltration 16% Ventilation 11% System 1 Whole House Gain 34,019 Btuh Roof 3%Wall 6% Glass 41% Door 1%People 11% Equipment 28% Infiltration 5% Ventilation 5% C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 51,182 Btuh 0 5,000 10,000 15,000 20,000 Floor 5%Wall 37%Door 2%Ventilation 11% Roof 4%Glass 24%Infiltration 16% System 1 Whole House Gain 34,019 Btuh 0 5,000 10,000 15,000 Roof 3%Glass 41%People 11%Infiltration 5% Wall 6%Door 1%Equipment 28%Ventilation 5% C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 0.33 433 12,053 0 13,781 13,781 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 2315 13,091 0 2,000 2,000 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1404 5,984 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 1236 2,151 0 1,187 1,187 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 1144 2,488 0 0 0 Subtotals for structure:37,045 0 17,320 17,320 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: 89, Summer CFM: 46 8,287 896 644 1,540 System 1, Zone 1 Load Totals:45,332 5,196 27,034 32,230 Check Figures Supply CFM:1,267 CFM Per Square ft.:0.359 Square ft. of Room Area:3,524 Square ft. Per Ton:1,312 Volume (ft³) of Cond. Space:31,716 Zone Loads Total Heating Required:45,332 Btuh 45.332 MBH Total Sensible Gain:27,034 Btuh 84 % Total Latent Gain:5,196 Btuh 16 % Total Cooling Required:32,230 Btuh 2.69 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:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 45,332 Btuh Floor 5% Roof 5% Wall 42% Glass 27% Door 3% Infiltration 18% System 1, Zone 1 Gain 32,230 Btuh Roof 4%Wall 6% Glass 43% Door 1% People 12% Equipment 29% Infiltration 5% C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 45,332 Btuh 0 5,000 10,000 15,000 20,000 Floor 5%Wall 42%Door 3% Roof 5%Glass 27%Infiltration 18% System 1, Zone 1 Gain 32,230 Btuh 0 5,000 10,000 15,000 Roof 4%Glass 43%People 12%Infiltration 5% Wall 6%Door 1%Equipment 29% C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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:1,144.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,144.0 sq.ft.Supply Air:561 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.3 AC/hr Volume:10,296.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:55 CFM Runout Air:80 CFM Percent of Supply.:10 % Runout Duct Size:6 in.Actual Summer Vent.:31 CFM Runout Air Velocity:408 ft./min.Percent of Supply:6 % Runout Air Velocity:408 ft./min.Actual Winter Infil.:45 CFM Actual Loss:0.104 in.wg./100 ft.Actual Summer Infil.:23 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain S -Wall-12F-0sw 42 X 9 353 0.065 5.7 1,996 0.9 0 305 N -Wall-12F-0sw 42 X 9 361 0.065 5.7 2,041 0.9 0 312 W -Wall-12F-0sw 36 X 9 221 0.065 5.7 1,250 0.9 0 191 E -Wall-12F-0sw 36 X 9 218 0.065 5.7 1,233 0.9 0 188 S -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 S -Gls-4A-1a-o shgc-0.33 0%S 4 0.320 27.8 111 19.3 0 77 N -Gls-4A-1a-o shgc-0.33 100%S 17 0.320 27.8 473 10.4 0 177 W -Gls-4A-1a-o shgc-0.33 0%S 82 0.320 27.8 2,283 35.0 0 2,870 E -Gls-4A-1a-o shgc-0.33 0%S 106 0.320 27.8 2,951 35.0 0 3,711 Subtotals for Structure:13,616 0 8,183 Infil.: Win.: 44.9, Sum.: 23.4 1,404 2.970 4,170 0.231 451 324 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 3,000 Room Totals:17,786 1,851 11,967 C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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:1,236.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,236.0 sq.ft.Supply Air:637 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.4 AC/hr Volume:11,124.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:59 CFM Runout Air:91 CFM Percent of Supply.:9 % Runout Duct Size:6 in.Actual Summer Vent.:35 CFM Runout Air Velocity:464 ft./min.Percent of Supply:6 % Runout Air Velocity:464 ft./min.Actual Winter Infil.:44 CFM Actual Loss:0.134 in.wg./100 ft.Actual Summer Infil.:23 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0sw 41 X 9 339 0.065 5.7 1,917 0.9 0 293 S -Wall-12F-0sw 41 X 9 359 0.065 5.7 2,030 0.9 0 310 E -Wall-12F-0sw 36 X 9 231 0.065 5.7 1,306 0.9 0 200 W -Wall-12F-0sw 36 X 9 233 0.065 5.7 1,318 0.9 0 201 N -Gls-4A-1a-o shgc-0.33 100%S 30 0.320 27.8 835 10.4 0 312 S -Gls-4A-1a-o shgc-0.33 0%S 10 0.320 27.8 278 19.2 0 192 E -Gls-4A-1a-o shgc-0.33 0%S 93 0.320 27.8 2,589 35.0 0 3,256 W -Gls-4A-1a-o shgc-0.33 0%S 91 0.320 27.8 2,533 35.0 0 3,186 UP-Ceil-16B-50 1236 X 1 1236 0.020 1.7 2,151 1.0 0 1,187 Subtotals for Structure:14,957 0 9,137 Infil.: Win.: 44.3, Sum.: 23.1 1,386 2.970 4,117 0.231 445 320 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 3,000 Room Totals:19,074 2,445 13,607 C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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:1,144.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,144.0 sq.ft.Supply Air:68 CFM Ceiling Height:9.0 ft.Supply Air Changes:0.4 AC/hr Volume:10,296.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:1 Actual Winter Vent.:26 CFM Runout Air:68 CFM Percent of Supply.:38 % Runout Duct Size:6 in.Actual Summer Vent.:4 CFM Runout Air Velocity:348 ft./min.Percent of Supply:6 % Runout Air Velocity:348 ft./min.Actual Winter Infil.:0 CFM Actual Loss:0.077 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain S -Wall-15B0-10sf-10 42 X 9 378 0.049 4.3 1,611 0.0 0 0 N -Wall-15B0-10sf-10 42 X 9 378 0.049 4.3 1,611 0.0 0 0 W -Wall-15B0-10sf-10 36 X 9 324 0.049 4.3 1,381 0.0 0 0 E -Wall-15B0-10sf-10 36 X 9 324 0.049 4.3 1,381 0.0 0 0 Floor-21A-24 1 X 1144 1144 0.025 2.2 2,488 0.0 0 0 Subtotals for Structure:8,472 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:500 1,000 Room Totals:8,472 900 1,460 C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 C:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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 1,144 17,786 370 7-6 408 11,967 1,851 561 561 2 Upper Level 1,236 19,074 397 7-6 464 13,607 2,445 637 637 3 Lower Level 1,144 8,472 176 1-6 348 1,460 900 68 68 Ventilation 5,850 437 1,352 System 1 total 3,524 51,182 944 27,471 6,548 1,267 1,267 System 1 Main Trunk Size:21x10 in. Velocity:868 ft./min Loss per 100 ft.:0.111 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.83 81% / 19%27,471 6,548 34,019 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:\ ...\19812 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 11:20 AM 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): 27,471Residential 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: 51,182 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 Lakeville19812 Henning Ave BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 34,019 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 12/16/21 X KP