HomeMy WebLinkAboutLA198605 - 17924 Evershed Way 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 1, BLOCK 2, KNOB HILL 3RD ADDITION*ALL DOOR & WINDOW HEADERSTO BE S.P.F. #2 OR BETTERwritten 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.cKNOB HILL MODEL #3#21-083SMA16202117924 EVERSHED WAY, LAKEVILLE
STONE COTTAGE CONSTRUCTION, INC. FRONT ELEVATION 1/4" = 1'-0" 9x7 OVH. DR.8128126.125128/126.12512VINYLB & BVINYLB & BVINYLB & BVINYLB & B4" TRIM4" TRIMSTONE CAPWRAPSTONE 24"4'-6"1'-6"WOOD PORCHSTONEON JOGWRAPSTONE 24"TOTAL2nd FLR.1st FLR.1,095 SQ. FT.1,123 SQ. FT.2,218 SQ. FT.8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOOR4" VINYL SIDINGSTONE AS SHOWNFRONT ONLYGRIDS IN WDWS.FRONT & SIDESALL SIDESVINYL B & BFRONT ONLY12x12 BOXED COL.FLOWERBOX8" BOXED BEAMVINYLSIDING4" TRIMFRONT ONLYTOTALBSM'T696 SQ. FT.2,914 SQ. FT.16x7 OVH. DR.VINYLSIDING LEFT ELEVATION 1/8" = 1'-0" VINYLCORNERSSIDINGVINYL 8128/12126126.1252'-0"2'-0" RIGHT ELEVATION 1/8" = 1'-0" SIDINGVINYL VINYLCORNERSSIDINGVINYL 8121261'-0"2'-0"126.125 REAR ELEVATION 1/8" = 1'-0" SIDINGVINYL VINYLCORNERSSIDINGVINYL 8121261'-6"14' DECK LEDGERSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/29/2021dmathews
Planco MN, Inc.C#21-083SMA262021 BASEMENT PLAN 1/4" = 1'-0" UNEXCAVATED UP15 R2868WHFURNF.D.92% MECH/STORAGE *UNFINISHED11'-0"36'-0"15'-0"14'-0"7'-0"48'-0"
22'-6"25'-6"
4'-0"21'-6"20'-6"2'-0"47'-0"30'-0"17'-0"11'-0"19'-0"8'-0"14'-0"11'-0"48'-0"8'-0"10'-8"7'-4"18'-0"6'-6"
3'-8"3'-8"7'-6"30"x30"x12"CONC. PAD FTG.18'-6"8'-4" POURED FOUNDATIONWALLEDGEWALLEDGE5'-8"15'-10"FTG. SIZE BY OTHERSTRT. 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTRT. 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTRT. 4x6 CURB2x6 - 16" O.C.11 7/8" I JTS.
19.2" O.C.
11 7/8" LSL
JOISTS
11 7/8" I JTS.
19.2" O.C.6x6 POSTRADONVENT6" CANT.2" LEDGE ),1,6+('64)7 (;&/8'(667$,56 6'-0"x6'-10" P.D.2-9 1/2" LSL7'-0"7'-0"(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.9"7'-6"8'-9"TREATED
2x8
16" O.C.TRT. 2-2x8 FLUSHTRT. 2-2x8 FLUSH10'-0"
10'-0"
LOOKOUT
LOOKOUT
WALKOUTWALKOUT2868 STORAGE *UNFINISHED18'-0"1'-2"11 7/8" LSL
JOISTS BEDROOM *CARPET506826683-2x106/0x5/0 SL7'-2"7'-10"SD8'-10"3'-6"30"x30"x12"CONC. PAD FTG.FTG. SIZE BY OTHERSTRT. 4x6 CURB2x6 - 16" O.C.266830"4834NO FTG.@ TOILET2-2x101 PIECE FIB.F*VINYL2-9 1/2" LSL DROPPED4'-4"5'-0"SUMPSD/CO FAMILY/REC RM *CARPET4'-0"
19'-10"
11 7/8" I JTS.
16" O.C.10"2-2x101-11 7/8" LSLFLUSH333UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
Planco MN, Inc.C#21-083SMA362021 FIRST FLOOR PLAN 1/4" = 1'-0" 1,095 SQ. FT.9' CEILING @ FIRST FLOOR WOOD PORCH 12x12 BOXED COL.2-7 1/4" LSL4'-4"UP17 RDN15 R5'-10"GASF.P.PED
20682468DESK12" SH'S24682868FIREDOOR14'-6"11'-6"REF'G10" S.B.30"PANT.2868 C.O.PANTRY*WOOD1/2 WALLW/ WD. CAP3-9 1/2" LSL9/0x5/0 SL6'-0"x6'-10" P.D.CHASE
30682/6x2/6 AWN2-2x10WALLEDGEWALLEDGE5/0x4/0 FX TEMP2-2x10
SET 3" OFF T.O.F.
2/0x2/0 FX2-2x10 2/0x2/0 FX2-2x10
3-2x102-2x104/0x4/0 SLREF'GRECESS9x7 OVH. DR.16x7 OVH. DR.*4" CONC. FLOOR GARAGE 2-2x10
2/0x2/0 FX FOYER *WOOD*WOOD DINING *WOOD GREAT ROOM KITCHEN *WOOD MUD RM *VINYL*WOOD*WOOD*2x6 WALLS11'-0"36'-0"15'-0"14'-0"7'-0"3'-10"3'-2"7'-0"7'-0"6'-4"8'-8"48'-0"
22'-6"25'-6"
4'-0"21'-6"20'-6"2'-0"
6'-0"4'-4"4'-10"6'-4"
3'-8"2'-8"47'-0"30'-0"17'-0"11'-0"19'-0"5'-11"5'-1"9'-6"9'-6"8'-9"7'-6"9"8'-0"14'-0"4'-7"8'-8"4'-3"11'-0"7'-4"11'-2"2'-2"4'-2"4'-10"6"2-2x1048'-0"8'-0"10'-8"7'-4"18'-0"6'-2"4'-6"3'-8"3'-8"5'-10"6'-4"5'-10"3'-2"2'-8"2'-8"3'-2"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"4'-0"RADONVENT2x6TRUSSES24" O.C.2-9 1/2" LVLFLUSH2-2x10GYP. BD.24" SH'S24683'-0" CAB.TOP @ 6'-10"TOP @ 6'-10"4"2'-6" W.I.C. *VINYL4"4"3-2x102-11 7/8" LSL2-11 7/8" LSL17'-0"2x6MICROSD/CO*CEDAR DECKING30" RANGE
W/ HOODVENT4'-0"4"10"BWPsAbove2.25583388CS-PFPFHPFH
Planco MN, Inc.C#21-083SMA462021 SECOND FLOOR PLAN 1/4" = 1'-0" 1,123 SQ. FT.DN17 R5'-0" TUB
& SHOWER
1 PIECE FIB.66"2468266824685/0x6/0 FX TEMP
5'-2"7'-8"5'-8"WD2468PKT.2668206826685068LIN.6/0x4/6 SL2-2x102/6x2/6 FX2-2x10*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET W.I.C. *CARPET W.I.C. *CARPET2-2x107/6x5/0 SL3-2x106/0x5/0 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"
42'-0"
38'-0"4'-0"
12'-4"5'-8"7'-4"12'-8"WALLEDGEWALLEDGE3-9 1/2" LSL
TOP @ 8'
OFF LNDG.36'-0"17'-6"18'-6"12'-0"5'-6"6'-0"6'-0"2'-6"3'-0"1'-0"
15'-0"
26'-0"
22'-0"4'-0"
9'-0"17'-0"
3'-8"3'-8"12'-8"
10"
4'-2"4'-4"6'-8"6'-6"4'-10"FF*VINYL*VINYLSD/COSDSD2x6GIRDERGIRDERACCESS
ATTIC
3'-8"3'-8"1/2 WALLW/ WD. CAP10"TRUSSES
24" O.C.TRUSSES24" O.C.TRUSSES24" O.C.RADONVENT2x660342468 C.O.LT2868PKT.2468246824x24LIN.102"
5'-3"6'-5"3'-8"
2-2x10
2/0x2/6 AWN 2-2x102/6x4/0 SH5'-3"1'-9"*C.T.1/2 WALLW/ WD. CAPFIB. BASEC.T. WALLS2-2x10
2/0x2/6 AWN
6'-8"2'-6"2'-0"2'-0"*BOX VAULT27"BASECOUNTERONLY*C.T.7'-6" ROOF PLAN 1/8" = 1'-0" 2'-0"2'-0"1'-6"1'-6"1'-0"GIRDERGIRDER1'-0"1'-6"2'-0"1'-0"812812812812812812126126.125Temper ifglass within60" of floor.FAN222223322222-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
Planco MN, Inc.C#21-083SMA562021 CROSS SECTION 3/8" = 1'-0" SHEATHINGR-21 INSUL.9'-11
8"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.GRADE22'-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 FASCIAALUM. ALUM.SOFFITVENTED1/2" SHTG.15# FELTSHINGLES2'-0"ENERGY HEEL612ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.2'-0"SIDING6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS3- 2x12 STRINGERSTAIR NOTES:10" RUFF CUT TREADS16'-0"ALUM.ALUM. FASCIASOFFITVENTED2'-0"TRT. 6x6 POST2-7 1/4" LSL12x12 BOXEDCOLUMN6.125126'-0"6'-6"73
8"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"71
2"TRT. 4x4 CURB2X4- 16" O.C.1'-21
4"11'-8"GIRDER11 7/8" I JST. @ 19.2" O.C. FOYER GREAT ROOM BEDROOM #2 BEDROOM #3 8" BOXEDBEAMFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS5/8" GYP. BD.POURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.TRT. 6x6 POST24x24 PADFOOTING12x16 PIERFOOTINGTRT. 2-2x8TRT. 2x8 @ 16" O.C.CEDAR DECKINGFLOOR 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
Planco MN, Inc.C#21-083SMA662021 CROSS SECTION 3/8" = 1'-0" SHEATHINGSIDING1-2x6 TREATEDR-21 INSUL.9'-11
8"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.WATERPROOFING22'-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 WALL2X6- 16" O.C.SLOPE TO DOORS1'-0"612ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.22'-0"2X4- 16" O.C.10'-31
4"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 CURB26'-0"(DESIGNED BY MFR)TRUSSES @ 24" O.C.17'-0" MASTER BEDROOM DINING KITCHEN 11'-8"1'-21
4"4'-0"GIRDER6.12512FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS5/8" GYP. BD.11 7/8" I JST. @ 16" O.C.2'-0"1'-0"BOX VAULTFOUNDATION & 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.11 7/8" LSL JOISTS
BASEMENT PLAN UNEXCAVATED UP15 R2868WHFURNF.D.92% MECH/STORAGE *UNFINISHED11'-0"36'-0"15'-0"14'-0"7'-0"48'-0"
22'-6"25'-6"
4'-0"21'-6"20'-6"2'-0"47'-0"30'-0"17'-0"11'-0"19'-0"8'-0"14'-0"11'-0"48'-0"8'-0"10'-8"7'-4"18'-0"6'-6"
3'-8"3'-8"7'-6"30"x30"x12"CONC. PAD FTG.18'-6"WALLEDGEWALLEDGE5'-8"15'-10"FTG. SIZE BY OTHERSTRT. 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTRT. 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTRT. 4x6 CURB2x6 - 16" O.C.11 7/8" I JTS.
19.2" O.C.
11 7/8" LSL
JOISTS
11 7/8" I JTS.
19.2" O.C.6x6 POSTRADONVENT6" CANT.2" LEDGE6'-0"x6'-10" P.D.3-2x107'-0"7'-0"(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.9"7'-6"8'-9"TREATED
2x8
16" O.C.TRT. 2-2x8 FLUSHTRT. 2-2x8 FLUSH10'-0"
10'-0"
LOOKOUT
LOOKOUT
WALKOUTWALKOUT2868 STORAGE *UNFINISHED18'-0"1'-2"11 7/8" LSL
JOISTS BEDROOM *CARPET506826683-2x106/0x5/0 SL7'-2"7'-10"SD8'-10"3'-6"30"x30"x12"CONC. PAD FTG.FTG. SIZE BY OTHERSTRT. 4x6 CURB2x6 - 16" O.C.266830"4834NO FTG.@ TOILET2-2x101 PIECE FIB.F*VINYL2-11 7/8" LSL DROPPED4'-4"5'-0"SUMPSD/CO FAMILY/REC RM *CARPET4'-0"
19'-10"
11 7/8" I JTS.
16" O.C.10"10'BWL 13'3'3'
FIRST FLOOR PLAN WOOD PORCH 12x12 BOXED COL.2-7 1/4" LSL4'-4"UP17 RDN15 R5'-10"GASF.P.PED
20682468DESK12" SH'S24682868FIREDOOR14'-6"11'-6"REF'G10" S.B.30"PANT.2868 C.O.PANTRY*WOOD1/2 WALLW/ WD. CAP2-9 1/2" LVL9/0x5/0 SL6'-0"x6'-10" P.D.CHASE
30682/6x2/6 AWN2-2x10WALLEDGEWALLEDGE5/0x4/0 FX TEMP3-2x10SET 3" OFF T.O.F.2/0x2/0 FX2-2x10 2/0x2/0 FX2-2x10
3-2x102-2x104/0x4/0 SLREF'GRECESS9x7 OVH. DR.16x7 OVH. DR.*4" CONC. FLOOR GARAGE 2-2x10
2/0x2/0 FX FOYER *WOOD*WOOD DINING *WOOD GREAT ROOM KITCHEN *WOOD MUD RM *VINYL*WOOD*WOOD*2x6 WALLS11'-0"36'-0"15'-0"14'-0"7'-0"3'-10"3'-2"7'-0"7'-0"6'-4"8'-8"48'-0"
22'-6"25'-6"
4'-0"21'-6"20'-6"2'-0"
6'-0"4'-4"4'-10"6'-4"
3'-8"2'-8"47'-0"30'-0"17'-0"11'-0"19'-0"5'-11"5'-1"9'-6"9'-6"8'-9"7'-6"9"8'-0"14'-0"4'-7"8'-8"4'-3"11'-0"7'-4"11'-2"2'-2"4'-2"4'-10"6"2-2x1048'-0"8'-0"10'-8"7'-4"18'-0"6'-2"4'-6"3'-8"3'-8"5'-10"6'-4"5'-10"3'-2"2'-8"2'-8"3'-2"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"4'-0"RADONVENT2x6TRUSSES24" O.C.2-9 1/2" LSLFLUSH2-2x10GYP. BD.24" SH'S24683'-0" CAB.TOP @ 6'-10"TOP @ 6'-10"4"2'-6" W.I.C. *VINYL4"4"2-2x102-2x122-11 7/8" LSL17'-0"2x6MICROSD/CO*CEDAR DECKING30" RANGE
W/ HOODVENT4'-0"4"10"47'40'BWL 2BWL 3BWL 4BWL 5SEE DETAIL 2/PF-14'4'4'3'3'SEE DETAIL 1/PF-18'8'2'-3"8'5'
36'36'BWL 6BWL 7BWL 8BWL 93'3'2'2'2'2'2'2'2'2'2'2' SECOND FLOOR PLAN DN17 R5'-0" TUB
& SHOWER
1 PIECE FIB.66"2468266824685/0x6/0 FX TEMP
5'-2"7'-8"5'-8"WD2468PKT.2668206826685068LIN.6/0x4/6 SL2-2x102/6x2/6 FX2-2x10*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET W.I.C. *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"
42'-0"38'-0"4'-0"12'-4"5'-8"7'-4"12'-8"WALLEDGEWALLEDGE2-9 1/2" LSL
TOP @ 8'
OFF LNDG.36'-0"17'-6"18'-6"12'-0"5'-6"6'-0"6'-0"2'-6"3'-0"1'-0"
15'-0"
26'-0"
22'-0"4'-0"
9'-0"17'-0"
3'-8"3'-8"12'-8"
10"
4'-2"4'-4"6'-8"6'-6"4'-10"FF*VINYL*VINYLSD/COSDSD2x6GIRDERGIRDERACCESS
ATTIC
3'-8"3'-8"1/2 WALLW/ WD. CAP10"TRUSSES
24" O.C.TRUSSES24" O.C.TRUSSES24" O.C.RADONVENT2x660342468 C.O.LT2868PKT.2468246824x24LIN.102"
5'-3"6'-5"3'-8"
2-2x10
2/0x2/6 AWN 2-2x102/6x4/0 SH5'-3"1'-9"*C.T.1/2 WALLW/ WD. CAPFIB. BASEC.T. WALLS2-2x10
2/0x2/6 AWN
6'-8"2'-6"2'-0"2'-0"*BOX VAULT27"BASECOUNTERONLY*C.T.7'-6"
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 8 9Spacing - ft 10 40 40 47 47 36 36 36 36Level 3 2 2 2 2 1 1 1 1Length req'd- ft 5 11.5 11.5 13.3 13.3 5.4 5.4 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 1.3 1.3Eave to ridge Height 0.94 0.91 0.91 0.91 0.91 0.82 0.82 0.82 0.82Wall Height 0.95 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 1 14" Gyp WB w.block joints1 1 1 1 1 1 1 1 1Adjusted Length 5.8 12.9 12.9 14.9 14.9 5.2 5.2 5.2 5.2Knob Hill Model #317924 Evershed Way, Lakeville, MN Sheet
Stone Cottage
HVAC Load Calculations
for
Stone Cottage
17924 Evershed Way
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Thursday, November 18, 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:Thursday, November 18, 2021
Client Name:Stone Cottage
Client Address:17924 Evershed Way
Client City:Lakeville,mn
Company Name:Lofgren Heating
Company Representative:Randy Andrews
Company Address:5708 Upper 147th Street West
Company City:Apple Vallley, MN 55124
Company E-Mail Address:rrandrews@lofgrenheating-ac.com
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces West
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Elevation Sensible Adj. Factor:1.000
Elevation Total Adj. Factor:1.000
Elevation Heating Adj. Factor:1.000
Elevation Heating Adj. Factor:1.000
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-15 -15.33 80%n/a 72 n/a
Summer:88 72 47%50%75 29
Check Figures
Total Building Supply CFM:1,326 CFM Per Square ft.:0.400
Square ft. of Room Area:3,313 Square ft. Per Ton:1,128
Volume (ft³) of Cond. Space:29,817
Building Loads
Total Heating Required Including Ventilation Air:51,004 Btuh 51.004 MBH
Total Sensible Gain:28,650 Btuh 81 %
Total Latent Gain:6,585 Btuh 19 %
Total Cooling Required Including Ventilation Air:35,235 Btuh 2.94 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:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
93 CFM 48 CFM
Infiltration Actual:0.250 AC/hr 0.130 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 22,296 X 22,296
5,574 Cu.ft./hr 2,898 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:93 CFM 48 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 (93 CFM), Construction: Unknown
Summer Infiltration Specified:0.130 AC/hr (48 CFM), Construction: Unknown
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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 2.94 1,128 3,313 28,650 6,585 35,235 51,004 967 1,326 1,326
System 1 Yes 2.94 1,128 3,313 28,650 6,585 35,235 51,004 967 1,326 1,326 24x10
Ventilation 340 1,352 1,692 4,550
Zone 1 3,313 28,310 5,233 33,543 46,454 967 1,326 1,326 24x10
1-Main Level 1,095 11,638 1,812 13,450 17,224 359 545 545 6--6
2-Upper Level 1,123 12,302 2,423 14,725 17,998 375 576 576 7--6
3-Lower Level 1,095 4,370 998 5,368 11,232 234 205 205 2--6
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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 0.1 462.8 359 545 545 6--6
2-Upper Level 450 750 0 0.1 0.1 419.3 375 576 576 7--6
3-Lower Level 450 750 0 0.1 0.2 521.4 234 205 205 2--6
Other Ducts
Supply Main Trunk 650 900 0 0.1 0.1 795.8 967 1,326 1,326 24x10
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:967
Cooling Flow:1326
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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, Btuh9.6% 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 9.6%.
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:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
473 13,168 0 14,909 14,909
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
2581 14,595 0 2,231 2,231
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1044 4,451 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
1123 1,954 0 1,078 1,078
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
1095 2,382 0 0 0
Subtotals for structure:37,828 0 18,570 18,570
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: 93, Summer CFM: 48 8,626 933 670 1,603
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
Total Building Load Totals:51,004 6,585 28,650 35,235
Check Figures
Total Building Supply CFM:1,326 CFM Per Square ft.:0.400
Square ft. of Room Area:3,313 Square ft. Per Ton:1,128
Volume (ft³) of Cond. Space:29,817
Building Loads
Total Heating Required Including Ventilation Air:51,004 Btuh 51.004 MBH
Total Sensible Gain:28,650 Btuh 81 %
Total Latent Gain:6,585 Btuh 19 %
Total Cooling Required Including Ventilation Air:35,235 Btuh 2.94 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:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
51,004
Btuh
Floor 5%Roof 4%
Wall 37%
Glass 26%
Door 3%
Infiltration 17%
Ventilation 9%
Building
Gain
35,235
Btuh
Roof 3%Wall 6%
Glass 42%
Door 1%
People 11%
Equipment 27%
Infiltration 5%Ventilation 5%
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
51,004
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 37%Door 3%Ventilation 9%
Roof 4%Glass 26%Infiltration 17%
Building
Gain
35,235
Btuh
0
5,000
10,000
15,000
Roof 3%Glass 42%People 11%Infiltration 5%
Wall 6%Door 1%Equipment 27%Ventilation 5%
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
473 13,168 0 14,909 14,909
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
2581 14,595 0 2,231 2,231
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1044 4,451 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
1123 1,954 0 1,078 1,078
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
1095 2,382 0 0 0
Subtotals for structure:37,828 0 18,570 18,570
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: 93, Summer CFM: 48 8,626 933 670 1,603
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
System 1 Whole House Load Totals:51,004 6,585 28,650 35,235
Check Figures
Supply CFM:1,326 CFM Per Square ft.:0.400
Square ft. of Room Area:3,313 Square ft. Per Ton:1,128
Volume (ft³) of Cond. Space:29,817
System Loads
Total Heating Required Including Ventilation Air:51,004 Btuh 51.004 MBH
Total Sensible Gain:28,650 Btuh 81 %
Total Latent Gain:6,585 Btuh 19 %
Total Cooling Required Including Ventilation Air:35,235 Btuh 2.94 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:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
51,004
Btuh
Floor 5%Roof 4%
Wall 37%
Glass 26%
Door 3%
Infiltration 17%
Ventilation 9%
System
1 Whole
House
Gain
35,235
Btuh
Roof 3%Wall 6%
Glass 42%
Door 1%
People 11%
Equipment 27%
Infiltration 5%Ventilation 5%
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
51,004
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 37%Door 3%Ventilation 9%
Roof 4%Glass 26%Infiltration 17%
System
1 Whole
House
Gain
35,235
Btuh
0
5,000
10,000
15,000
Roof 3%Glass 42%People 11%Infiltration 5%
Wall 6%Door 1%Equipment 27%Ventilation 5%
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
473 13,168 0 14,909 14,909
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
2581 14,595 0 2,231 2,231
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1044 4,451 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
1123 1,954 0 1,078 1,078
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
1095 2,382 0 0 0
Subtotals for structure:37,828 0 18,570 18,570
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: 93, Summer CFM: 48 8,626 933 670 1,603
System 1, Zone 1 Load Totals:46,454 5,233 28,310 33,543
Check Figures
Supply CFM:1,326 CFM Per Square ft.:0.400
Square ft. of Room Area:3,313 Square ft. Per Ton:1,185
Volume (ft³) of Cond. Space:29,817
Zone Loads
Total Heating Required:46,454 Btuh 46.454 MBH
Total Sensible Gain:28,310 Btuh 84 %
Total Latent Gain:5,233 Btuh 16 %
Total Cooling Required:33,543 Btuh 2.80 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:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
46,454
Btuh
Floor 5%Roof 4%
Wall 41%
Glass 28%
Door 3%
Infiltration 19%
System
1, Zone
1
Gain
33,543
Btuh
Roof 3%Wall 7%
Glass 44%
Door 1%
People 12%
Equipment 28%
Infiltration 5%
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
46,454
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 41%Door 3%
Roof 4%Glass 28%Infiltration 19%
System
1, Zone
1
Gain
33,543
Btuh
0
5,000
10,000
15,000
Roof 3%Glass 44%People 12%Infiltration 5%
Wall 7%Door 1%Equipment 28%
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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:1,095.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,095.0 sq.ft.Supply Air:545 CFM
Ceiling Height:9.0 ft.Supply Air Changes:3.3 AC/hr
Volume:9,855.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:6 Actual Winter Vent.:52 CFM
Runout Air:91 CFM Percent of Supply.:10 %
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.:41 CFM
Actual Loss:0.134 in.wg./100 ft.Actual Summer Infil.:21 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
S -Wall-12F-0sw 40 X 9 356 0.065 5.7 2,013 0.9 0 308
N -Wall-12F-0sw 40 X 9 332 0.065 5.7 1,877 0.9 0 287
W -Wall-12F-0sw 36 X 9 211 0.065 5.7 1,193 0.9 0 182
E -Wall-12F-0sw 36 X 9 218 0.065 5.7 1,233 0.9 0 188
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
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 28 0.320 27.8 780 10.4 0 292
W -Gls-4A-1a-o shgc-0.33 0%S 71 0.320 27.8 1,977 35.0 0 2,485
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:13,413 0 7,882
Infil.: Win.: 41.0, Sum.: 21.3 1,368 2.786 3,811 0.216 412 296
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:1,000 3,000
Room Totals:17,224 1,812 11,638
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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:1,123.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,123.0 sq.ft.Supply Air:576 CFM
Ceiling Height:9.0 ft.Supply Air Changes:3.4 AC/hr
Volume:10,107.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:7 Actual Winter Vent.:54 CFM
Runout Air:82 CFM Percent of Supply.:9 %
Runout Duct Size:6 in.Actual Summer Vent.:30 CFM
Runout Air Velocity:419 ft./min.Percent of Supply:5 %
Runout Air Velocity:419 ft./min.Actual Winter Infil.:42 CFM
Actual Loss:0.110 in.wg./100 ft.Actual Summer Infil.:22 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
N -Wall-12F-0sw 42 X 9 348 0.065 5.7 1,968 0.9 0 301
S -Wall-12F-0sw 42 X 9 368 0.065 5.7 2,081 0.9 0 318
E -Wall-12F-0sw 36 X 9 247 0.065 5.7 1,397 0.9 0 214
W -Wall-12F-0sw 36 X 9 252 0.065 5.7 1,425 0.9 0 218
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 77 0.320 27.8 2,144 35.0 0 2,695
W -Gls-4A-1a-o shgc-0.33 0%S 72 0.320 27.8 2,004 35.0 0 2,520
UP-Ceil-16B-50 1123 X 1 1123 0.020 1.7 1,954 1.0 0 1,078
Subtotals for Structure:14,086 0 7,848
Infil.: Win.: 42.1, Sum.: 21.9 1,404 2.786 3,912 0.217 423 304
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:1,000 3,000
Room Totals:17,998 2,423 12,302
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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:1,095.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,095.0 sq.ft.Supply Air:205 CFM
Ceiling Height:9.0 ft.Supply Air Changes:1.2 AC/hr
Volume:9,855.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:2 Actual Winter Vent.:34 CFM
Runout Air:102 CFM Percent of Supply.:17 %
Runout Duct Size:6 in.Actual Summer Vent.:11 CFM
Runout Air Velocity:521 ft./min.Percent of Supply:5 %
Runout Air Velocity:521 ft./min.Actual Winter Infil.:10 CFM
Actual Loss:0.169 in.wg./100 ft.Actual Summer Infil.:5 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
S -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0
N -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 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-12F-0sw 36 X 9 249 0.065 5.7 1,408 0.9 0 215
E -Gls-4A-1a-o shgc-0.33 0%S 75 0.320 27.8 2,088 35.0 0 2,625
Floor-21A-24 1 X 1095 1095 0.025 2.2 2,382 0.0 0 0
Subtotals for Structure:10,329 0 2,840
Infil.: Win.: 9.7, Sum.: 5.1 324 2.787 903 0.216 98 70
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:500 1,000
Room Totals:11,232 998 4,370
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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
C:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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 1,095 17,224 359 6-6 463 11,638 1,812 545 545
2 Upper Level 1,123 17,998 375 7-6 419 12,302 2,423 576 576
3 Lower Level 1,095 11,232 234 2-6 521 4,370 998 205 205
Ventilation 4,550 340 1,352
System 1 total 3,313 51,004 967 28,650 6,585 1,326 1,326
System 1 Main Trunk Size:24x10 in.
Velocity:796 ft./min
Loss per 100 ft.:0.089 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.94 81% / 19%28,650 6,585 35,235
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:\ ...\17924 EVERSHED LAKEVILLE 11182021.rhv Thursday, November 18, 2021, 9:33 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):
28,650Residential 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:
51,004
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
Lakeville17924 Evershed Way
BC636874
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
35,235
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
KP
X12/16/21