HomeMy WebLinkAboutLA199623 - 19930 Harrisburg 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:
LOT 5, BLOCK 3, BERRES RIDGE 5TH 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.cBERRES RIDGE MODEL #9#21-099SMA172020STONE COTTAGE CONSTRUCTION, INC.
19930 HARRISBURG WAY, LAKEVILE FRONT ELEVATION 1/4" = 1'-0" 16x7 OVH. DR.9x7 OVH. DR.8127124" TRIMVINYLB & BVINYLB & B6128121'-6"6"WOOD PORCHVINYL SIDING4" TRIM8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOORTOTAL2nd FLR.1st FLR.1,149 SQ. FT.1,228 SQ. FT.2,377 SQ. FT.SIMONTONFRONT ONLYGRIDS IN WDWS.STONE AS SHOWNFRONT & SIDES4/1210/12(4) BRACKETSVINYLB & BVINYLSIDINGWINDOWS4" BOXEDCEDAR BEAMSTONEON JOG4" TRIMFRONT ONLY4" VINYL SIDINGALL SIDESVINYL B & BFRONT ONLYWRAPSTONE 10"12x12 BOXED CEDARCOL. ON 16x16x42STONE BASE2/6x2/6 FXBLACK OUT LEFT ELEVATION 1/8" = 1'-0" 812SIDINGVINYL SIDINGVINYL VINYLCORNERS1'-0"1'-9"8122'-0"DECKLEDGERWRAPSTONE 10"512712 RIGHT ELEVATION 1/8" = 1'-0" 8123'-4"STAIRLANDINGSIDINGVINYL VINYLCORNERS REAR ELEVATION 1/8" = 1'-0" SIDINGVINYL VINYLCORNERS2'-6"8121'-6"DECKLEDGER512Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/28/2022dmathews
Planco MN, Inc.C#21-099SMA272020 BASEMENT PLAN 1/4" = 1'-0" UP15 R(2) 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED WHFURNF.D.92%SUMP4834 FUT. FAMILY ROOM *UNFINISHED FUT. BDRM *UNFINISHED MECH/STORAGE *UNFINISHED2-9 1/2" LSL2'-8"2'-6"2'-4"4'-0"2-11 7/8" LSL FLUSHTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTREATED
2x8
16" O.C.TRD. 3-2x8 FLUSHTRD. 3-2x8 FLUSH50'-0"15'-0"15'-0"14'-0"47'-0"19'-6"30'-6"11'-0"19'-6"8'-6"11'-0"40'-0"
4'-0"36'-0"
11'-8"7'-4"17'-0"
6'-6"
6'-0"6"
1'-0"44'-0"24'-6"22'-6"2'-0"20'-6"11'-6"13'-0"4'-6"5'-10"9'-8"3'-8"3'-8"
14'-0"8'-0"9"9'-6"9"5'-10"10'-6"14'-6"24'-0"6'-0"2" LEDGE8'-4" POURED FOUNDATIONWALLEDGEWALLEDGE5'-0"48"11 7/8" LSL
19.2" O.C.2-2x10TREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS20'-8"10"5'-10"2'-6"11 7/8" LSL
16" O.C.
18'-10"1/2 WALL2-11 7/8" LSL FLUSH42x48x12 CONC.PAD FTG. W/2-#4 REBAR EACH WAY4'-0"RADONVENTTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS9/0x5/0 SL2-9 1/2" LSL8'-4"5'-8"2-9 1/2" LSL6/0x4/0 SL7'-6"7'-6"7'-0"8'-0"LOOKOUTLOOKOUT
WALKOUTWALKOUT6'-0" P.D.2-2x10),1,6+('64)76" CANT.11 7/8" LSL
19.2" O.C.
11 7/8" LSL
19.2" O.C.
11 7/8" LSL
19.2" O.C. 3/4 R.I. LOOKOUT
10'-0"32.5UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
Planco MN, Inc.C#21-099SMA372020 FIRST FLOOR PLAN 1/4" = 1'-0" 1,149 SQ. FT.9' CEILING @ FIRST FLOOR50'-0"15'-0"15'-0"14'-0"PED
47'-0"REF'GUP17 RDN15 R16" S.B.3'-0"9x7 OVH. DR.16x7 OVH. DR.2'-6"9/0x5/0 SL3-9 1/2" LSL2-9 1/2" LSL
6'-0" P.D.2'-4"2'-4"2'-4"2'-8"FIREDOORPANTRY*VINYL16" SH'S2'-8" C.O. FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM OFFICE *CARPET*4" CONC. FLOOR GARAGE WOOD PORCH 19'-6"30'-6"11'-0"19'-6"8'-6"11'-0"40'-0"
4'-0"36'-0"
11'-8"7'-4"17'-0"
6'-6"
5'-6"1'-0"1'-0"44'-0"8'-0"7'-0"7'-6"7'-6"8'-0"6'-0"1'-8"4'-4"2-2x102/0x2/0 AWN24'-6"22'-6"2'-0"20'-6"11'-6"13'-0"6'-2"5'-4"24'-0"6'-0"6'-0"8'-4"9'-8"5'-0"7'-0"5'-11"5'-1"9'-9"9'-9"*VINYL*VINYL W.I.C. *VINYL5'-3"6'-6"5'-3"2'-0"3'-6"8'-0" CAB.3'-6"7'-1"3'-6"2'-10"6'-6"3'-8"3'-8"4'-6"6'-8"10"WALLEDGEWALLEDGE2x62x6RAIL2'-6"4'-10"7'-2"
11'-0"3'-6516"GYP. BD.5'-6"4'-3"9"9'-6"9"FSD14'-0"8'-0"CHASE30" RANGE
W/ HOODVENT1'-0"5/0x5/0 SL2-2x1018" FLR.TRUSS
24" O.C.
2'-10"2'-10"
2/6x2/0 FX
2-2x10
2/6x2/0 FX
2-2x10
GIRDERGIRDER
2-11 7/8" LSL FLUSH2-11 7/8" LSL FLUSH
24" CANT.TRUSSES
24" O.C.
GIRDER F.T.2-2x102-2x1018" FLR.TRUSS
24" O.C.6'-0"2-9 1/2" LSL FLUSH2-9 1/2" LSL FLUSH2-7 1/4" LSL2-7 1/4" LSL2-11 7/8" LSL2-2x12RADONVENT*2x6 WALLSGIRDER22'-8"TRUSSES24" O.C.21,387 # 5 1/2"x7 1.8EPARALLAM COL.SYP2400 TOP PLT.4'-9"3-2x107/6x5/0 SL2-9 1/2" LSL TRUSSES24" O.C.FLUSH
2'-8"GASF.P.2x61'-0"2'-6"2'-6"12x12 BOXED CEDARCOL. ON 16x16x42STONE BASEREF'GRECESS1'-212"4'-2"18" FLR.TRUSS
24" O.C.2-11 7/8" LSLMICROCAB.BWPsAbovePFHPFH66659633.538101033Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.
Planco MN, Inc.C#21-099SMA472020 SECOND FLOOR PLAN 1/4" = 1'-0" 1,228 SQ. FT.DN17 R5'-0" TUB
& SHOWER
1 PIECE FIB.2'-6"66"2'-4"2'-6"2'-6"5'-0"2'-8"5'-0"2'-4" C.O.2'-4"2'-4"36"2-2x107/6x5/0 SL*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET*VINYL*VINYL5/0x6/0 FIXED
2-2x10
40" OFF LANDING
TEMP 38'-0"15'-0"15'-0"8'-0"12'-10"2'-2"7'-6"7'-6"42'-0"
38'-0"4'-0"
11'-0"2'-8"7'-4"5'-8"11'-4"WALLEDGEWALLEDGE8'-138"9'-5 5
16"3'-6"17'-0"
12'-0"5'-0"38'-0"26'-0"12'-0"12'-4"11'-2"6'-0"6'-4"4'-2"7'-0"12'-0"
6'-4"5'-8"4'-6"5'-10"5'-11"3'-8"3'-8"7'-6"4'-6"15'-6"FFF2-2x106/0x4/6 SL6/0x4/6 SL2-2x106'-7"6'-3"6/0x4/6 SL2-2x10SD/COSDSDSDSDACCESS
ATTIC
2'-6"1/2 WALLW/ WD. CAP2'-0"2'-0"9'-5"3'-9"5'-4"PKT.*C.T.*C.T.TRUSSES
24" O.C.TRUSSES24" O.C.6'-5"2x62x6RADONVENT46682'-4"
4'-0"1'-8"
2-2x10
2/0x2/0 FX
LIN.2'-0"*C.T.5'-0"2'-0"7'-9"GIRDER
3'-0"3'-9"4'-2 5
16"TRUSSES24" O.C.3'-8"3'-8"2-2x102/6x4/0 SH6'-2"1'-10"18"LOWWD11'-35
16"1/2 WALLW/ WD. CAP6'-1"2'-4"PKT.7'-9"
2'-0"2'-0"*BOX VAULT6'-8"WALLHUNG LT2'-6"LIN.36"Temper22222222223322-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
Planco MN, Inc.C#21-099SMA572020 CROSS SECTION 3/8" = 1'-0" 17 RISERS
9'-11
8"3/4" T & G FLOORCURBTREATED 4x415 RISERS
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"1'-0"R-20 SPRAY FOAM18" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAM6'-6"(DESIGNED BY MFR)TRUSSES @ 24" O.C.DECKING2x8 JTS. @ 16" O.C.6x6 POST38'-0"R-20 SPRAY FOAM2-7 1/4" LSL1261'-4"6'-0"5916"50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICR-30 INSUL.MIN.PROOFINGWATERR-10 W/ <2.6 ACHINSUL.24x24 PADFOOTING12x16 PIERFOOTING3-2x8GRADEVENTEDSOFFITFASCIAALUM. ALUM.TRT. 6x6 POSTSIDINGSHEATHING7/16" OSBHOUSE WRAP10x10 BOXEDCEDAR COL.4" BOXEDCEDAR BEAMFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS11 7/8" LSL @ 19.2" O.C. FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS11 7/8" LSL @ 19.2" O.C. 73
8"POURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"R-21 INSUL.VB2x6- 16" O.C.71
2"R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMGRADEFASCIAALUM. SOFFITVENTEDALUM.ENERGY HEEL1/2" SHTG.15# FELTSHINGLES1'-6"812R-49 INSUL.6'-0"11 7/8" LSL @ 19.2" O.C. 18" FLOOR TRUSSES @ 24" O.C. CROSS SECTION 3/8" = 1'-0" MUD ROOM 2-9 1/2" LSLSIDINGSHEATHING7/16" OSBHOUSE WRAPFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS
Planco MN, Inc.C#21-099SMA672020 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. FLOOR2X6- 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.VB3'-0"R-20 SPRAY FOAM18" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR8'-4" 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.7'-6"DECKING2x8 JTS. @ 16" O.C.24x24 PADFOOTING12x16 PIERFOOTING3-2x8GRADEVENTEDSOFFITFASCIAALUM. ALUM.2-7 1/4" LSL1261'-4"7'-0"6x6 POST42'-0"CURBTREATED 4x42X4- 16" O.C.5916"2-11 7/8" LSL2-11 7/8" LSLR-20 SPRAY FOAMR-30 INSUL.MIN.SIDINGSHEATHING7/16" OSBHOUSE WRAPSIDINGSHEATHING7/16" OSBHOUSE WRAP1'-0"15'-6"BOX VAULT @MASTER BDRM2'-0"2'-0"TRT. 6x6 POSTFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS2X6- 16" O.C.APPLY STONE TO12x12x42 TREATEDPLYWOOD BOXFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSPOURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"R-21 INSUL.VB2x6- 16" O.C.
Planco MN, Inc.C#21-099SMA7720204" CONC. FLOOR GARAGE 16X8GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS CROSS SECTION 1/4" = 1'-0" 9'-118"3/4" T & G FLOOR
11 7/8" LSL @ 19.2" O.C. 3 1/2" CONC. FLOOR8'-118"5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-49 INSUL.2x6- 16" O.C.1/2" GYP. BD.R-21 INSUL.1/2" GYP. BD.2x6- 16" O.C.3/4" T & G FLOORVBR-21 INSUL.W/ V.B.5/8" GYP. BD.VBR-20 SPRAY FOAMR-20 SPRAY FOAM18" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAM1/2" SHTG.15# FELTSHINGLES(DESIGNED BY MFR)TRUSSES @ 24" O.C.10'-31
4"(DESIGNED BY MFR)TRUSSES @ 24" O.C.12'-0"22'-0"4'-0"ENERGY HEEL50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"7128'-101116"1/2" GYP. BD.SIDINGSHEATHING7/16" OSBHOUSE WRAPSIDINGSHEATHING7/16" OSBHOUSE WRAPWATER PROOFINGPOURED WALLGRADE2X6- 16" O.C.R-21 INSUL.VB2" R-10RIGID INSUL.DRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS GARAGE 9'-118"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 FOAM16x8GRADEPOURED WALL2X6- 16" O.C.10'-31
4"FASCIAALUM. SOFFITVENTEDALUM.1/2" SHTG.15# FELTSHINGLES1'-6"812(DESIGNED BY MFR)TRUSSES @ 24" O.C.711
16"GIRDER6'-0"5/8" GYP. BD.R-20 SPRAY FOAM22'-8"R-30 INSUL.MIN.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT24'-0"CLEAT15'-0"SIDINGSHEATHING7/16" OSBHOUSE WRAPFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE ROOF PLAN 1/8" = 1'-0" 1'-6"1'-9"1'-0"1'-0"1'-4"1278128128128126/12GIRDERGIRDER 1'-0"1'-6"8121274/12BOXVAULT2'-6"5/12512FLOOR SYSTEMROOFTRUSSPVC T-FITTINGTO SUPPORTVENT PIPEMIN. 4" OF GASPERMEABLE MATERIAL3 1/2" CONC. SLAB4" PVC VENT PIPESUPPORTSTRAPPINGFLASHINGEXHAUST 10' FROM OPNGS.INTO CONDITIONED SPACESOF BUILDING12" MIN. ABOVE ROOFSEAL6 MIL POLYUNDER SLAB10' OF DRAIN TILEEACH WAY FROMT-FITTING(ROCK) RADON GAS VENT SYSTEM 1/4" = 1'-0" 36" MIN. HT. CLEAR SPACE24" DIA. AROUND VENTPROVIDE ELECTRICALBOX POWER SOURCER-4 MIN. INSUL. VENT PIPE@ UNCONDITIONED SPACE4" MIN. CLEARANCEFOR FUT. FAN
BASEMENT PLAN UP15 R(2) 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED WHFURNF.D.92%SUMP4834 FUT. FAMILY ROOM *UNFINISHED FUT. BDRM *UNFINISHED MECH/STORAGE *UNFINISHED2-9 1/2" LSL2'-8"2'-6"2'-4"4'-0"2-11 7/8" LSL FLUSHTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTREATED
2x8
16" O.C.TRD. 3-2x8 FLUSHTRD. 3-2x8 FLUSH50'-0"15'-0"15'-0"14'-0"47'-0"19'-6"30'-6"11'-0"19'-6"8'-6"11'-0"40'-0"
4'-0"36'-0"
11'-8"7'-4"17'-0"
6'-6"
6'-0"6"
1'-0"44'-0"24'-6"22'-6"2'-0"20'-6"11'-6"13'-0"4'-6"5'-10"9'-8"3'-8"3'-8"
14'-0"8'-0"9"9'-6"9"5'-10"10'-6"14'-6"24'-0"6'-0"2" LEDGEWALLEDGEWALLEDGE5'-0"48"11 7/8" LSL
19.2" O.C.2-2x10TREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS20'-8"10"5'-10"2'-6"11 7/8" LSL
16" O.C.
18'-10"1/2 WALL2-11 7/8" LSL FLUSH42x48x12 CONC.PAD FTG. W/2-#4 REBAR EACH WAY4'-0"RADONVENTTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS9/0x5/0 SL2-9 1/2" LSL8'-4"5'-8"2-9 1/2" LSL6/0x4/0 SL7'-6"7'-6"7'-0"8'-0"LOOKOUTLOOKOUT
WALKOUTWALKOUT6'-0" P.D.2-2x106" CANT.11 7/8" LSL
19.2" O.C.
11 7/8" LSL
19.2" O.C.
11 7/8" LSL
19.2" O.C. 3/4 R.I. LOOKOUT
10'-0"12'BWL 12'-6"3'4'4'
FIRST FLOOR PLAN 50'-0"15'-0"15'-0"14'-0"PED
47'-0"REF'GUP17 RDN15 R16" S.B.3'-0"9x7 OVH. DR.16x7 OVH. DR.2'-6"9/0x5/0 SL3-9 1/2" LSL2-9 1/2" LSL
6'-0" P.D.2'-4"2'-4"2'-4"2'-8"FIREDOORPANTRY*VINYL16" SH'S2'-8" C.O. FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM OFFICE *CARPET*4" CONC. FLOOR GARAGE WOOD PORCH 19'-6"30'-6"11'-0"19'-6"8'-6"11'-0"40'-0"
4'-0"36'-0"
11'-8"7'-4"17'-0"
6'-6"
5'-6"1'-0"1'-0"44'-0"8'-0"7'-0"7'-6"7'-6"8'-0"6'-0"1'-8"4'-4"2-2x102/0x2/0 AWN24'-6"22'-6"2'-0"20'-6"11'-6"13'-0"6'-2"5'-4"24'-0"6'-0"6'-0"8'-4"9'-8"5'-0"7'-0"5'-11"5'-1"9'-9"9'-9"*VINYL*VINYL W.I.C. *VINYL5'-3"6'-6"5'-3"2'-0"3'-6"8'-0" CAB.3'-6"7'-1"3'-6"2'-10"6'-6"3'-8"3'-8"4'-6"6'-8"10"WALLEDGEWALLEDGE2x62x6RAIL2'-6"4'-10"7'-2"
11'-0"3'-6516"GYP. BD.5'-6"4'-3"9"9'-6"9"FSD14'-0"8'-0"CHASE30" RANGE
W/ HOODVENT1'-0"5/0x5/0 SL2-2x1018" FLR.TRUSS
24" O.C.
2'-10"2'-10"
2/6x2/0 FX
2-2x10
2/6x2/0 FX
2-2x10
GIRDERGIRDER
2-11 7/8" LSL FLUSH2-11 7/8" LSL FLUSH
24" CANT.TRUSSES
24" O.C.
GIRDER F.T.2-2x102-2x1018" FLR.TRUSS
24" O.C.6'-0"2-9 1/2" LSL FLUSH2-9 1/2" LSL FLUSH2-7 1/4" LSL2-7 1/4" LSL2-11 7/8" LSL2-2x12RADONVENT*2x6 WALLSGIRDER22'-8"TRUSSES24" O.C.21,387 # 5 1/2"x7 1.8EPARALLAM COL.SYP2400 TOP PLT.4'-9"3-2x107/6x5/0 SL2-9 1/2" LSL TRUSSES24" O.C.FLUSH
2'-8"GASF.P.2x61'-0"2'-6"2'-6"12x12 BOXED CEDARCOL. ON 16x16x42STONE BASEREF'GRECESS1'-212"4'-2"18" FLR.TRUSS
24" O.C.2-9 1/2" LSLMICROCAB.21'21'47'BWL 2BWL 3BWL 4BWL 5BWL 63'3'3'-6"6'10'9'5'3'3'SEE DETAIL 1/PF-16'6'6'8'10'
SECOND FLOOR PLAN DN17 R5'-0" TUB
& SHOWER
1 PIECE FIB.2'-6"66"2'-4"2'-6"2'-6"5'-0"2'-8"5'-0"2'-4" C.O.2'-4"2'-4"36"2-2x107/6x5/0 SL*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET*VINYL*VINYL5/0x6/0 FIXED
2-2x10
40" OFF LANDING
TEMP 38'-0"15'-0"15'-0"8'-0"12'-10"2'-2"7'-6"7'-6"42'-0"
38'-0"4'-0"
11'-0"2'-8"7'-4"5'-8"11'-4"WALLEDGEWALLEDGE8'-138"9'-5 5
16"3'-6"17'-0"
12'-0"5'-0"38'-0"26'-0"12'-0"12'-4"11'-2"6'-0"6'-4"4'-2"7'-0"12'-0"6'-4"5'-8"4'-6"5'-10"5'-11"3'-8"3'-8"7'-6"4'-6"15'-6"FFF3-2x106/0x4/6 SL6/0x4/6 SL2-2x106'-7"6'-3"6/0x4/6 SL2-2x10SD/COSDSDSDSDACCESS
ATTIC
2'-6"1/2 WALLW/ WD. CAP2'-0"2'-0"9'-5"3'-9"5'-4"PKT.*C.T.*C.T.TRUSSES
24" O.C.TRUSSES24" O.C.6'-5"2x62x6RADONVENT46682'-4"
4'-0"1'-8"
2-2x10
2/0x2/0 FX
LIN.2'-0"*C.T.5'-0"2'-0"7'-9"GIRDER
3'-0"3'-9"4'-25
16"TRUSSES24" O.C.3'-8"3'-8"2-2x102/6x4/0 SH6'-2"1'-10"18"LOWWD11'-3 5
16"1/2 WALLW/ WD. CAP6'-1"2'-4"PKT.7'-9"
2'-0"2'-0"*BOX VAULT6'-8"WALLHUNG LT2'-6"LIN.36"BWL 7BWL 8BWL 9BWL 1032'40'2'2'2'2'2'2'2'2'2'2'2'2'3'3'
Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB BWL 1 2 3 4 5 6 7 8 9 10Spacing - ft 23 25 25 25 47 47 40 40 32 32Level 3 2 2 2 2 2 1 1 1 1Length req'd- ft 10.2 7.8 15.3 7.8 13.3 13.3 6 6 4.8 4.8per Table R602.10.3(1)Adjustments:Exposure 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4Eave to ridge Height 1 1 1 1 1 1 1 1 1 1Wall Height 0.9 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9# of BWL 1 1.3 1.3 1.3 1 1 1 1 1 14" Gyp WB w.block joints1 0.7 1 1 1 1 1 1 1 1Adjusted Length 12.9 9.4 26.5 13.5 17.7 17.7 7.6 7.6 6.0 6.0Berres Ridge Model #919930 Harrisburg Way, Lakeville, MNSheet
Stone Cottage
HVAC Load Calculations
for
Stone Cottage
19930 Harrisburg Way
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Thursday, December 16, 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, December 16, 2021
Client Name:Stone Cottage
Client Address:19930 Harrisburg 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:1,278 CFM Per Square ft.:0.362
Square ft. of Room Area:3,526 Square ft. Per Ton:1,235
Volume (ft³) of Cond. Space:31,734
Building Loads
Total Heating Required Including Ventilation Air:52,899 Btuh 52.899 MBH
Total Sensible Gain:27,613 Btuh 81 %
Total Latent Gain:6,650 Btuh 19 %
Total Cooling Required Including Ventilation Air:34,263 Btuh 2.86 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:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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
99 CFM 52 CFM
Infiltration Actual:0.250 AC/hr 0.130 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 23,855 X 23,855
5,964 Cu.ft./hr 3,101 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:99 CFM 52 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 (99 CFM), Construction: Unknown
Summer Infiltration Specified:0.130 AC/hr (52 CFM), Construction: Unknown
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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 2.86 1,235 3,526 27,613 6,650 34,263 52,899 1,007 1,278 1,278
System 1 Yes 2.86 1,235 3,526 27,613 6,650 34,263 52,899 1,007 1,278 1,278 22x10
Ventilation 340 1,352 1,692 4,550
Zone 1 3,526 27,273 5,298 32,571 48,349 1,007 1,278 1,278 22x10
1-Main Level 1,149 9,860 1,856 11,716 17,596 366 462 462 5--6
2-Upper Level 1,228 11,501 2,434 13,935 17,664 368 539 539 6--6
3-Lower Level 1,149 5,912 1,008 6,920 13,089 273 277 277 3--6
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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 0.1 470.5 366 462 462 5--6
2-Upper Level 450 750 0 0.1 0.1 457.4 368 539 539 6--6
3-Lower Level 450 750 0 0.1 0.1 470.2 273 277 277 3--6
Other Ducts
Supply Main Trunk 650 900 0 0.1 0.1 836.3 1,007 1,278 1,278 22x10
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:1007
Cooling Flow:1278
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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, Btuh19.0% 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 19.0%.
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:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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
442 12,304 0 13,511 13,511
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
2828 15,991 0 2,444 2,444
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1152 4,911 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
1228 2,137 0 1,179 1,179
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
1149 2,499 0 0 0
Subtotals for structure:39,120 0 17,486 17,486
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: 99, Summer CFM: 52 9,229 998 717 1,715
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
Total Building Load Totals:52,899 6,650 27,613 34,263
Check Figures
Total Building Supply CFM:1,278 CFM Per Square ft.:0.362
Square ft. of Room Area:3,526 Square ft. Per Ton:1,235
Volume (ft³) of Cond. Space:31,734
Building Loads
Total Heating Required Including Ventilation Air:52,899 Btuh 52.899 MBH
Total Sensible Gain:27,613 Btuh 81 %
Total Latent Gain:6,650 Btuh 19 %
Total Cooling Required Including Ventilation Air:34,263 Btuh 2.86 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:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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
52,899
Btuh
Floor 5%Roof 4%
Wall 40%
Glass 23%
Door 2%
Infiltration 17%
Ventilation 9%
Building
Gain
34,263
Btuh
Roof 3%Wall 7%
Glass 39%
Door 1%People 11%
Equipment 28%
Infiltration 5%Ventilation 5%
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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
52,899
Btuh
0
5,000
10,000
15,000
20,000
25,000
Floor 5%Wall 40%Door 2%Ventilation 9%
Roof 4%Glass 23%Infiltration 17%
Building
Gain
34,263
Btuh
0
5,000
10,000
15,000
Roof 3%Glass 39%People 11%Infiltration 5%
Wall 7%Door 1%Equipment 28%Ventilation 5%
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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
442 12,304 0 13,511 13,511
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
2828 15,991 0 2,444 2,444
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1152 4,911 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
1228 2,137 0 1,179 1,179
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
1149 2,499 0 0 0
Subtotals for structure:39,120 0 17,486 17,486
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: 99, Summer CFM: 52 9,229 998 717 1,715
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
System 1 Whole House Load Totals:52,899 6,650 27,613 34,263
Check Figures
Supply CFM:1,278 CFM Per Square ft.:0.362
Square ft. of Room Area:3,526 Square ft. Per Ton:1,235
Volume (ft³) of Cond. Space:31,734
System Loads
Total Heating Required Including Ventilation Air:52,899 Btuh 52.899 MBH
Total Sensible Gain:27,613 Btuh 81 %
Total Latent Gain:6,650 Btuh 19 %
Total Cooling Required Including Ventilation Air:34,263 Btuh 2.86 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:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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
52,899
Btuh
Floor 5%Roof 4%
Wall 40%
Glass 23%
Door 2%
Infiltration 17%
Ventilation 9%
System
1 Whole
House
Gain
34,263
Btuh
Roof 3%Wall 7%
Glass 39%
Door 1%People 11%
Equipment 28%
Infiltration 5%Ventilation 5%
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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
52,899
Btuh
0
5,000
10,000
15,000
20,000
25,000
Floor 5%Wall 40%Door 2%Ventilation 9%
Roof 4%Glass 23%Infiltration 17%
System
1 Whole
House
Gain
34,263
Btuh
0
5,000
10,000
15,000
Roof 3%Glass 39%People 11%Infiltration 5%
Wall 7%Door 1%Equipment 28%Ventilation 5%
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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
442 12,304 0 13,511 13,511
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
2828 15,991 0 2,444 2,444
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1152 4,911 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
1228 2,137 0 1,179 1,179
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
1149 2,499 0 0 0
Subtotals for structure:39,120 0 17,486 17,486
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: 99, Summer CFM: 52 9,229 998 717 1,715
System 1, Zone 1 Load Totals:48,349 5,298 27,273 32,571
Check Figures
Supply CFM:1,278 CFM Per Square ft.:0.362
Square ft. of Room Area:3,526 Square ft. Per Ton:1,299
Volume (ft³) of Cond. Space:31,734
Zone Loads
Total Heating Required:48,349 Btuh 48.349 MBH
Total Sensible Gain:27,273 Btuh 84 %
Total Latent Gain:5,298 Btuh 16 %
Total Cooling Required:32,571 Btuh 2.71 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:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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
48,349
Btuh
Floor 5%Roof 4%
Wall 43%
Glass 25%
Door 3%
Infiltration 19%
System
1, Zone
1
Gain
32,571
Btuh
Roof 4%Wall 8%
Glass 41%
Door 1%
People 12%
Equipment 29%
Infiltration 5%
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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
48,349
Btuh
0
5,000
10,000
15,000
20,000
25,000
Floor 5%Wall 43%Door 3%
Roof 4%Glass 25%Infiltration 19%
System
1, Zone
1
Gain
32,571
Btuh
0
5,000
10,000
15,000
Roof 4%Glass 41%People 12%Infiltration 5%
Wall 8%Door 1%Equipment 29%
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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:1,149.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,149.0 sq.ft.Supply Air:462 CFM
Ceiling Height:9.0 ft.Supply Air Changes:2.7 AC/hr
Volume:10,341.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:5 Actual Winter Vent.:51 CFM
Runout Air:92 CFM Percent of Supply.:11 %
Runout Duct Size:6 in.Actual Summer Vent.:25 CFM
Runout Air Velocity:471 ft./min.Percent of Supply:5 %
Runout Air Velocity:471 ft./min.Actual Winter Infil.:45 CFM
Actual Loss:0.138 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
S -Wall-12F-0sw 44 X 9 344 0.065 5.7 1,945 0.9 0 297
N -Wall-12F-0sw 44 X 9 346 0.065 5.7 1,957 0.9 0 299
W -Wall-12F-0sw 40 X 9 335 0.065 5.7 1,894 0.9 0 290
E -Wall-12F-0sw 40 X 9 274 0.065 5.7 1,549 0.9 0 237
S -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
S -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 10 0.320 27.8 278 19.2 0 192
N -Gls-4A-1a-o shgc-0.33 100%S 50 0.320 27.8 1,392 10.4 0 521
W -Gls-4A-1a-o shgc-0.33 0%S 25 0.320 27.8 696 35.0 0 875
E -Gls-4A-1a-o shgc-0.33 0%S 86 0.320 27.8 2,394 35.0 0 3,010
Subtotals for Structure:13,383 0 6,073
Infil.: Win.: 45.4, Sum.: 23.6 1,512 2.786 4,213 0.216 456 327
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:1,000 3,000
Room Totals:17,596 1,856 9,860
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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:1,228.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,228.0 sq.ft.Supply Air:539 CFM
Ceiling Height:9.0 ft.Supply Air Changes:2.9 AC/hr
Volume:11,052.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:6 Actual Winter Vent.:51 CFM
Runout Air:90 CFM Percent of Supply.:9 %
Runout Duct Size:6 in.Actual Summer Vent.:30 CFM
Runout Air Velocity:457 ft./min.Percent of Supply:5 %
Runout Air Velocity:457 ft./min.Actual Winter Infil.:43 CFM
Actual Loss:0.131 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 38 X 9 338 0.065 5.7 1,911 0.9 0 292
S -Wall-12F-0sw 38 X 9 312 0.065 5.7 1,764 0.9 0 270
E -Wall-12F-0sw 42 X 9 314 0.065 5.7 1,776 0.9 0 271
W -Wall-12F-0sw 42 X 9 324 0.065 5.7 1,832 0.9 0 280
N -Gls-4A-1a-o shgc-0.33 100%S 4 0.320 27.8 111 10.5 0 42
S -Gls-4A-1a-o shgc-0.33 0%S 30 0.320 27.8 835 19.2 0 575
E -Gls-4A-1a-o shgc-0.33 0%S 64 0.320 27.8 1,782 35.0 0 2,240
W -Gls-4A-1a-o shgc-0.33 0%S 54 0.320 27.8 1,503 35.0 0 1,890
UP-Ceil-16B-50 1228 X 1 1228 0.020 1.7 2,137 1.0 0 1,179
Subtotals for Structure:13,651 0 7,039
Infil.: Win.: 43.2, Sum.: 22.5 1,440 2.787 4,013 0.217 434 312
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:1,000 3,000
Room Totals:17,664 2,434 11,501
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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:1,149.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,149.0 sq.ft.Supply Air:277 CFM
Ceiling Height:9.0 ft.Supply Air Changes:1.6 AC/hr
Volume:10,341.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:3 Actual Winter Vent.:38 CFM
Runout Air:92 CFM Percent of Supply.:14 %
Runout Duct Size:6 in.Actual Summer Vent.:15 CFM
Runout Air Velocity:470 ft./min.Percent of Supply:5 %
Runout Air Velocity:470 ft./min.Actual Winter Infil.:11 CFM
Actual Loss:0.138 in.wg./100 ft.Actual Summer Infil.:6 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-12F-0sw 40 X 9 241 0.065 5.7 1,363 0.9 0 208
S -Wall-15B0-10sf-10 44 X 9 396 0.049 4.3 1,688 0.0 0 0
W -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0
N -Wall-15B0-10sf-10 44 X 9 396 0.049 4.3 1,688 0.0 0 0
E -Gls-4A-1a-o shgc-0.33 0%S 119 0.320 27.8 3,313 35.0 0 4,166
Floor-21A-24 1 X 1149 1149 0.025 2.2 2,499 0.0 0 0
Subtotals for Structure:12,086 0 4,374
Infil.: Win.: 10.8, Sum.: 5.6 360 2.786 1,003 0.217 108 78
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:500 1,000
Room Totals:13,089 1,008 5,912
C:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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 1,149 17,596 366 5-6 471 9,860 1,856 462 462
2 Upper Level 1,228 17,664 368 6-6 457 11,501 2,434 539 539
3 Lower Level 1,149 13,089 273 3-6 470 5,912 1,008 277 277
Ventilation 4,550 340 1,352
System 1 total 3,526 52,899 1,007 27,613 6,650 1,278 1,278
System 1 Main Trunk Size:22x10 in.
Velocity:836 ft./min
Loss per 100 ft.:0.101 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.86 81% / 19%27,613 6,650 34,263
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:\ ...\19930 HARRISBURG LAKEVILLE 12162021.rhv Thursday, December 16, 2021, 10:00 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):
27,613Residential 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:
52,899
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
Lakeville19930 Harrisburg Way
BC636874
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
34,263
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
01/24/22 X
KP