HomeMy WebLinkAboutLA198238 19814 Henning Ave Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
___________________
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
CANNOT HOOK TO CITY SEWER/WATER
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 4, BLOCK 3, BERRES RIDGE 7TH ADDITION*ALL DOOR & WINDOW HEADERSTO BE S.P.F. #2 OR BETTERRESIDENCE FOR:written consent of Planco MN, Inc. modified or used in any redesign without the priormay not be assigned or copied, and may not bemay not be re-used for any additional structures,structure. Planco MN reserves all rights. These planslicense is granted to use these plans to build oneCopyright for these drawings is owned by Planco MN,Planco MN, Inc.cZACH & CLAIRE ANDERSON#21-084SMA182021STONE COTTAGE CONSTRUCTION, INC.
19814 HENNING AVE, LAKEVILE FRONT ELEVATION 1/4" = 1'-0" 16x8 OVH. DR.9x8 OVH. DR.8127127124" TRIMVINYLB & BVINYLB & B6128126"WOOD PORCHVINYL SIDING4" TRIM9' POURED FOUNDATION9' CEILING @ FIRST FLOORTOTAL2nd FLR.1st FLR.1,149 SQ. FT.1,254 SQ. FT.2,403 SQ. FT.THERMO-TECHPATIO DOORMARVIN ESSENTIALSTONE AS SHOWNFRONT & SIDES4/1210/12(2) BRACKETSVINYLB & BWINDOWS4" BOXEDCEDAR BEAM4" TRIMFRONT ONLY4" VINYL SIDINGSIDES & REARVINYL B & BFRONT ONLYTOTALBSM'T553 SQ. FT.2,956 SQ. FT.12x12 CEDARCEDAR COLUMN9x8 OVH. DR.VINYLB & B7121'-6"FRONT ONLYGRIDS IN WDWS. LEFT ELEVATION 1/8" = 1'-0" 812712SIDINGVINYL 1'-0"1'-9"812SIDINGVINYL LPB & B RIGHT ELEVATION 1/8" = 1'-0" 7128128123'-4"STAIRLANDINGSIDINGVINYL VINYLCORNERSWDW. WELLEGRESS REAR ELEVATION 1/8" = 1'-0" 812712SIDINGVINYL VINYLCORNERS1'-6"8124" TRIMLPB & BLPB & B4122'-0"Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/13/2021dmathewsRevised 1/4/22 to add covered patio.
Planco MN, Inc.C#21-084SMA282021 BASEMENT PLAN 1/4" = 1'-0" UP16 R(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED WHFURNF.D.92%SUMP4834 FAMILY ROOM *CARPET FUT. BDRM *UNFINISHED FUT. OFFICE/STORAGE *UNFINISHED2-9 1/2" LSL2'-8"2'-6"2'-4"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 FLUSH60'-6"15'-0"15'-0"14'-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"21'-0"8'-0"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'-10"24'-0"2" LEDGE9' POURED FOUNDATIONWALLEDGEWALLEDGE48"11 7/8" I JST.
19.2" O.C.
11 7/8" LSL
19.2" O.C.
11 7/8" LSL
19.2" O.C.2-2x10TREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS20'-8"
11 7/8" I JST.
19.2" O.C.10"10'-6"5'-10"2'-2"11 7/8" I JST.
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 OTHERS),1,6+('64)76" CANT. 3/4 R.I. SD/COGASF.P.1'-8"5'-6"6'-6"41'-0"F.D.11'-0"19'-0"11'-0"49'-0"28'-0"26'-0"2'-0"
4'-0"
12'-0"16'-6"2'-0"2'-8"2'-6"2'-6"2'-6"2'-4"7'-0"13'-0"6/0x4/0 SL
2-2x10
6'-7"
4'-3"4'-3"4'-0" UNEXCAVATED UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
Planco MN, Inc.C#21-084SMA382021 FIRST FLOOR PLAN 1/4" = 1'-0" 1,149 SQ. FT.9' CEILING @ FIRST FLOOR60'-6"15'-0"15'-0"14'-0"PED
49'-0"REF'GUP17 RDN16 R16" S.B.3'-0"2'-6"2-9 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"41'-0"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"21'-0"8'-0"13'-0"
6'-2"5'-10"24'-0"6'-0"8'-4"9'-8"5'-0"7'-0"*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
18" FLR.TRUSS
24" O.C.
GIRDER
2-11 7/8" LSL FLUSH2-11 7/8" LSL FLUSH
24" CANT.TRUSSES
24" O.C.
GIRDER F.T.2-2x1018" 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" LSLRADONVENT*2x6 WALLSGIRDER22'-2"TRUSSES24" O.C.4'-9"2-9 1/2" LSL8/0x5/0 SL2-9 1/2" LSL5'-0"TRUSSES24" O.C.FLUSH
2'-8"GASF.P.2x61'-0"MICRO12x12 BOXEDCEDAR COLUMNREF'GRECESS3'-212"4'-2"4'-0"
28'-0"26'-0"2'-0"11'-0"19'-0"11'-0"2'-0"
TRUSSES
24" O.C.F.D.16x8 OVH. DR.9x8 OVH. DR.9x8 OVH. DR.3'-0"3'-7"2-2x10SLSL5'-10"5'-2"9'-6"9'-6"5'-2"5'-10"12'-0"16'-6"2'-6"2'-6"3'x3'CONC.SLABFUT. HEATERR.I. GASGIRDER
GIRDER1/31/31/32-9 1/2" LSL8/0x5/0 SL1/41/21/42-11 7/8" LSL2-11 7/8" LSL3-16" LVL3-2x103-9 1/2" LSL*COVERED CONC. PATIO TRUSSES24" O.C.HDR DROPPED 15" FROM HOUSE TRT. 6x6POSTWOOD
STEPS
F.P
.
WOOD 4'-1134"6"6'-4"4'-113
4"BWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.INSTALL SIMPSON CS20 STRAPBETWEEN TOP PLATE OF GARAGEWALL AND BOTTOM CHORD OF FLOORTRUSS SPANNING THEKITCHEN/DINING AREA. PROVIDE AMINIMUM OF 9" OF NAILING AT EACHEND OF STRAP.10666PFHPFH895553398333(2)11-7/8 LSL
Planco MN, Inc.C#21-084SMA482021 SECOND FLOOR PLAN 1/4" = 1'-0" 1,254 SQ. FT.*CARPET LOFT EXTRA OPEN *FLOORING*CARPET BEDROO BEDROO BEDROO *CARPET*CARPET*CARPET BEDROO *CARPET MASTER 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"39"*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 39'-0"15'-0"15'-0"9'-0"12'-10"2'-2"7'-6"7'-6"43'-0"
1'-0"38'-0"4'-0"
11'-0"2'-8"7'-4"5'-8"11'-4"WALLEDGEWALLEDGE8'-138"9'-5 5
16"3'-6"18'-0"
13'-0"5'-0"39'-0"26'-0"13'-0"12'-0"14'-0"6'-0"6'-0"7'-0"7'-0"12'-0"4'-6"5'-10"5'-11"3'-8"3'-8"8'-6"4'-6"15'-6"FF3-2x106/0x4/6 SL6'-7"6'-3"6/0x4/6 SL2-2x10SD/COSDSDSDSDACCESS
ATTIC
2'-6"2'-0"2'-0"9'-5"3'-9"5'
-
4
"*C.T.*C.T.GIRDERTRUSSES
24" O.C.
TRUSSES
24" O.C.
TRUSSES
24" O.C.TRUSSES24" O.C.GIRDERTRUSSES24" O.C.6'-5"2x62x6RADONVENT5'-0"11'-2"2'-10"3'-11"5'-10"GIRDERGIRDER
2'-6"4'-3"4'-25
16"TRUSSES24" O.C.3'-8"3'-8"2-2x102/6x4/0 SH6'-8"2'-4"24"WD11'-3 5
16"1/2 WALLW/ WD. CAP7'-1"
7'-9"
6'-8"39"2'-4"PKT.6/0x4/6 SL2-2x106'-8"5'-10"2'-6"SH'S2'-4"6'-4"5'-8"FPKT.46682'-4"
4'-0"1'-8"
2-2x10
2/0x2/0 FX
*C.T.42" TALL LIN.W/ WD. TOP2-2x108/0x5/0 SL1/31/31/313'-0"33333222223333322Temper-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.
Planco MN, Inc.C#21-084SMA582021 CROSS SECTION 3/8" = 1'-0" 17 RISERS
9'-11
8"3/4" T & G FLOORCURBTREATED 4x416 RISERS
11 7/8" I JST. @ 19.2" O.C. CURB2X6- 16" O.C.TREATED 4x63 1/2" CONC. FLOOR2X4- 16" O.C.CURB2X6- 16" O.C.TREATED 4x68'-11
8"5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-49 INSUL.11'-8"2x6- 16" O.C.1/2" GYP. BD.R-21 INSUL.1/2" GYP. BD.2x6- 16" O.C.3/4" T & G FLOOR2x42x6VBR-21 INSUL.W/ V.B.5/8" GYP. BD.VB2'-0"1'-0"R-20 SPRAY FOAM18" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEELENERGY HEEL6'-6"(DESIGNED BY MFR)TRUSSES @ 24" O.C.DECKING2x8 JTS. @ 16" O.C.6x6 POST35'-0"3'-0"GIRDERR-20 SPRAY FOAM2-7 1/4" LSL1261'-4"6'-0"5916"50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1/2" SHTG.15# FELTSHINGLES1'-9"712R-30 INSUL.MIN.PROOFINGWATERR-10 W/ <2.6 ACHINSUL.24x24 PADFOOTING12x16 PIERFOOTING3-2x8GRADEVENTEDSOFFITFASCIAALUM. ALUM.TRT. 6x6 POSTSIDINGSHEATHING7/16" OSBHOUSE WRAP12x12 BOXEDCEDAR COL.4" BOXEDCEDAR BEAMFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE 11 7/8" LSL @ 19.2" O.C. 5/8" GYP. BD.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS77
16"6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADSGRADE1-2x6 TREATEDSILL PLATE9'-0" POUREDWALL W/ REBARPER CODEWATER PROOFINGFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSR-10 W/ <2.6 ACHINSUL.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.5'-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#21-084SMA682021 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.VB4'-0"1'-0"R-20 SPRAY FOAM18" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEELENERGY HEEL(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 POST35'-0"4'-0"GIRDER4'-0"GIRDERCURBTREATED 4x42X4- 16" O.C.5916"2-11 7/8" LSL2-11 7/8" LSLR-20 SPRAY FOAM50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1/2" SHTG.15# FELTSHINGLES712R-30 INSUL.MIN.SIDINGSHEATHING7/16" OSBHOUSE WRAPSIDINGSHEATHING7/16" OSBHOUSE WRAPTRT. 6x6 POSTFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS11 7/8" I JST. @ 19.2" O.C. 5/8" GYP. BD.2X6- 16" O.C.DRAIN TILE GRADE1-2x6 TREATEDSILL PLATE9'-0" POUREDWALL W/ REBARPER CODEWATER PROOFINGFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSR-10 W/ <2.6 ACHINSUL.
Planco MN, Inc.C#21-084SMA7820214" CONC. FLOOR GARAGE GRADEPOURED 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/ REBAR9'-0" 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 WRAPDRAIN TILE GRADE1-2x6 TREATEDSILL PLATE9'-0" POUREDWALL W/ REBARPER CODEWATER PROOFINGFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSR-10 W/ <2.6 ACHINSUL.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS GARAGE 9'-11
8"3/4" T & G FLOOR CROSS SECTION 1/4" = 1'-0"
11 7/8" LSL @ 19.2" O.C. 3 1/2" CONC. FLOORPROOFINGWATER5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.PER CODEWALL W/ REBAR9'-0" 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 FOAM812(DESIGNED BY MFR)TRUSSES @ 24" O.C.GIRDER6'-0"5/8" GYP. BD.R-20 SPRAY FOAM22'-2"R-30 INSUL.MIN.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.CLEATFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE GIRDER15'-0" ROOF PLAN 1/8" = 1'-0" 1'-9"1'-0"1'-0"1'-4"1'-9"1271271278128128128126/12GIRDERGIRDERGIRDER 1'-0"1'-6"812127GIRDERGIRDER 1'-6"4/121271278128121'-0"1'-9"1'-6"2'-0"124
Planco MN, Inc.C#21-084SMA88202118" FLOOR TRUSSES @ 24" O.C.SIDINGSHEATHING7/16" OSBHOUSE WRAPDRAIN TILE GRADE1-2x6 TREATEDSILL PLATE9'-0" POUREDWALL W/ REBARPER CODEWATER PROOFINGFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSR-10 W/ <2.6 ACHINSUL.8'-4" POUREDWALL W/ REBARPER CODEFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS4" CONC. PATIOALUM.ALUM. FASCIASOFFITVENTEDTRUSSES @ 24" O.C.(DESIGNED BY MFR)1/2" SHTG.15# FELTSHINGLES4122'-0"31116"HDRTRT. 6x6 POST13'-0"11 7/8" LSL @ 19.2" O.C. CROSS SECTION 3/8" = 1'-0" FLOOR SYSTEMROOFTRUSSPVC T-FITTINGTO SUPPORTVENT PIPEMIN. 4" OF GASPERMEABLE MATERIAL3 1/2" CONC. SLAB4" PVC VENT PIPESUPPORTSTRAPPINGFLASHINGEXHAUST 10' FROM OPNGS.INTO CONDITIONED SPACESOF BUILDING12" MIN. ABOVE ROOFSEAL6 MIL POLYUNDER SLAB10' OF DRAIN TILEEACH WAY FROMT-FITTING(ROCK) RADON GAS VENT SYSTEM 3/8" = 1'-0" 36" MIN. HT. CLEAR SPACE24" DIA. AROUND VENTPROVIDE ELECTRICALBOX POWER SOURCER-4 MIN. INSUL. VENT PIPE@ UNCONDITIONED SPACE4" MIN. CLEARANCEFOR FUT. FAN
FIRST FLOOR PLAN 1,149 SQ. FT.9' CEILING @ FIRST FLOOR60'-6"15'-0"15'-0"14'-0"PED
49'-0"REF'GUP17 RDN16 R16" S.B.3'-0"2'-6"2-9 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"41'-0"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"21'-0"8'-0"13'-0"
6'-2"5'-10"24'-0"6'-0"8'-4"9'-8"5'-0"7'-0"*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 SL2-2x1016" FLR.TRUSS
19.2" O.C.
2'-10"2'-10"
2/6x2/0 FX
2-2x10
2/6x2/0 FX
2-2x10
16" FLR.TRUSS
19.2" O.C.
GIRDER
2-11 7/8" LSL FLUSH2-11 7/8" LSL FLUSH
24" CANT.TRUSSES
24" O.C.
GIRDER F.T.2-2x1016" FLR.TRUSS
19.2" O.C.6'-0"2-9 1/2" LSL FLUSH2-9 1/2" LSL FLUSH2-7 1/4" LSL2-7 1/4" LSLRADONVENT*2x6 WALLSGIRDER22'-2"TRUSSES24" O.C.4'-9"3-2x108/0x5/0 SL2-9 1/2" LSL5'-0"TRUSSES24" O.C.FLUSH
2'-8"GASF.P.2x61'-0"MICRO12x12 BOXEDCEDAR COLUMNREF'GRECESS3'-212"4'-2"4'-0"
28'-0"26'-0"2'-0"11'-0"19'-0"11'-0"2'-0"
TRUSSES24" O.C.F.D.16x8 OVH. DR.9x8 OVH. DR.9x8 OVH. DR.3'-0"3'-7"2-2x10SLSL5'-10"5'-2"9'-6"9'-6"5'-2"5'-10"12'-0"16'-6"2'-6"2'-6"DECKLEDGER3'x3'CONC.SLABFUT. HEATERR.I. GASGIRDER
GIRDER1/31/31/33-2x108/0x5/0 SL1/41/21/460'BWL 1BWL 2BWL 3BWL 421'21'BWL 5BWL 63'3'3'4'3'3'SEE DETAIL 1/PF-16'6'6'8'9'10'5'5'5'8'9'INSTALL SIMPSON CS20 STRAPBETWEEN TOP PLATE OF GARAGEWALL AND BOTTOM CHORD OF FLOORTRUSS SPANNING THEKITCHEN/DINING AREA. PROVIDE AMINIMUM OF 9" OF NAILING AT EACHEND OF STRAP.
SECOND FLOOR PLAN 1,254 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"39"*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 39'-0"15'-0"15'-0"9'-0"12'-10"2'-2"7'-6"7'-6"43'-0"
1'-0"38'-0"4'-0"
11'-0"2'-8"7'-4"5'-8"11'-4"WALLEDGEWALLEDGE8'-138"9'-5 5
16"3'-6"18'-0"
13'-0"5'-0"39'-0"26'-0"13'-0"12'-0"14'-0"6'-0"6'-0"7'-0"7'-0"12'-0"4'-6"5'-10"5'-11"3'-8"3'-8"8'-6"4'-6"15'-6"FF3-2x106/0x4/6 SL6'-7"6'-3"6/0x4/6 SL2-2x10SD/COSDSDSDSDACCESS
ATTIC
2'-6"2'-0"2'-0"9'-5"3'-9"5'
-
4
"*C.T.*C.T.GIRDERTRUSSES
24" O.C.
TRUSSES
24" O.C.
TRUSSES
24" O.C.TRUSSES24" O.C.GIRDERTRUSSES24" O.C.6'-5"2x62x6RADONVENT5'-0"11'-2"2'-10"3'-11"5'-10"GIRDERGIRDER
2'-6"4'-3"4'-2 5
16"TRUSSES24" O.C.3'-8"3'-8"2-2x102/6x4/0 SH6'-8"2'-4"24"WD11'-35
16"1/2 WALLW/ WD. CAP7'-1"
7'-9"
6'-8"39"2'-4"PKT.6/0x4/6 SL2-2x106'-8"5'-10"2'-6"SH'S2'-4"6'-4"5'-8"FPKT.46682'-4"
4'-0"1'-8"
2-2x10
2/0x2/0 FX
*C.T.42" TALL LIN.W/ WD. TOP3-2x108/0x5/0 SL1/31/31/3BWL 7BWL 8BWL 9BWL 10BWL 1110'29'40'2'2'3'2'2'2'2'2'3'3'3'3'3'3'3'3'3'
Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB GB BWL 1 2 3 4 5 6 7 8 9 10 11Spacing - ft 21 21 21 30 30 30 40 40 10 29 29Level 2 2 2 2 2 2 1 1 1 1 1Length req'd- ft 6.8 13.1 6.8 9 9 9 6 6 2 4.4 4.4per Table R602.10.3(1)Adjustments:Exposure 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3Eave to ridge Height 1.12 1.12 1.12 1.12 1.12 1.12 1.24 1.24 1.24 1.24 1.24Wall Height 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.9# of BWL 1.3 1.3 1.3 1.3 1.3 1.3 1 1 1.3 1.3 1.34" Gyp WB w.block joints1 1 1 1 1 1 1 1 1 1 1Adjusted Length 12.2 23.6 12.2 16.2 16.2 16.2 8.7 8.7 3.8 8.38.3Zach & Claire Anderson Residence19814 Henning Ave, Lakeville, MN Sheet
Stone Cottage
HVAC Load Calculations
for
Stone Cottage
19814 Henning Ave
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Thursday, November 11, 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 11, 2021
Client Name:Stone Cottage
Client Address:19814 Henning Ave
Client City:Lakeville,mn
Company Name:Lofgren Heating
Company Representative:Randy Andrews
Company Address:5708 Upper 147th Street West
Company City:Apple Vallley, MN 55124
Company E-Mail Address:rrandrews@lofgrenheating-ac.com
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces West
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Elevation Sensible Adj. Factor:1.000
Elevation Total Adj. Factor:1.000
Elevation Heating Adj. Factor:1.000
Elevation Heating Adj. Factor:1.000
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-15 -15.33 80%n/a 72 n/a
Summer:88 72 47%50%75 29
Check Figures
Total Building Supply CFM:1,243 CFM Per Square ft.:0.350
Square ft. of Room Area:3,552 Square ft. Per Ton:1,275
Volume (ft³) of Cond. Space:31,968
Building Loads
Total Heating Required Including Ventilation Air:52,919 Btuh 52.919 MBH
Total Sensible Gain:26,872 Btuh 80 %
Total Latent Gain:6,557 Btuh 20 %
Total Cooling Required Including Ventilation Air:33,429 Btuh 2.79 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:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
90 CFM 47 CFM
Infiltration Actual:0.250 AC/hr 0.130 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 21,627 X 21,627
5,407 Cu.ft./hr 2,812 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:90 CFM 47 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 (90 CFM), Construction: Unknown
Summer Infiltration Specified:0.130 AC/hr (47 CFM), Construction: Unknown
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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 2.79 1,275 3,552 26,872 6,557 33,429 52,919 1,007 1,243 1,243
System 1 Yes 2.79 1,275 3,552 26,872 6,557 33,429 52,919 1,007 1,243 1,243 21x10
Ventilation 340 1,352 1,692 4,550
Zone 1 3,552 26,532 5,205 31,737 48,369 1,007 1,243 1,243 21x10
1-Main Level 1,149 10,594 1,858 12,452 18,262 380 496 496 6--6
2-Upper Level 1,254 14,478 2,447 16,925 21,162 441 678 678 8--6
3-Lower Level 1,149 1,460 900 2,360 8,945 186 68 68 1--6
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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 0.1 421.3 380 496 496 6--6
2-Upper Level 450 750 0 0.1 0.1 431.8 441 678 678 8--6
3-Lower Level 450 750 0 0.1 0.1 348.4 186 68 68 1--6
Other Ducts
Supply Main Trunk 650 900 0 0.1 0.1 852.3 1,007 1,243 1,243 21x10
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:1007
Cooling Flow:1243
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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, Btuh14.5% Diff. from Avg.
0
10,000
20,000
30,000
40,000
8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm
AED Calculation Summary
--- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. ---
System is on N, E, S, W rosette.
Peak load exceeds 12-hour average load by 14.5%.
AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh
Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not
exceed the average glass load for the entire conditioned space by more than 30 percent.
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
493 13,725 0 13,135 13,135
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
2453 13,872 0 2,121 2,121
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1512 6,446 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
1254 2,182 0 1,204 1,204
21A-24: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 24' wide
1149 2,499 0 0 0
Subtotals for structure:40,002 0 16,812 16,812
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: 90, Summer CFM: 47 8,367 905 650 1,555
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
Total Building Load Totals:52,919 6,557 26,872 33,429
Check Figures
Total Building Supply CFM:1,243 CFM Per Square ft.:0.350
Square ft. of Room Area:3,552 Square ft. Per Ton:1,275
Volume (ft³) of Cond. Space:31,968
Building Loads
Total Heating Required Including Ventilation Air:52,919 Btuh 52.919 MBH
Total Sensible Gain:26,872 Btuh 80 %
Total Latent Gain:6,557 Btuh 20 %
Total Cooling Required Including Ventilation Air:33,429 Btuh 2.79 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:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
52,919
Btuh
Floor 5%Roof 4%
Wall 38%
Glass 26%
Door 2%
Infiltration 16%
Ventilation 9%
Building
Gain
33,429
Btuh
Roof 4%Wall 6%
Glass 39%
Door 1%People 12%
Equipment 28%
Infiltration 5%Ventilation 5%
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
52,919
Btuh
0
5,000
10,000
15,000
20,000
25,000
Floor 5%Wall 38%Door 2%Ventilation 9%
Roof 4%Glass 26%Infiltration 16%
Building
Gain
33,429
Btuh
0
5,000
10,000
15,000
Roof 4%Glass 39%People 12%Infiltration 5%
Wall 6%Door 1%Equipment 28%Ventilation 5%
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
493 13,725 0 13,135 13,135
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
2453 13,872 0 2,121 2,121
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1512 6,446 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
1254 2,182 0 1,204 1,204
21A-24: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 24' wide
1149 2,499 0 0 0
Subtotals for structure:40,002 0 16,812 16,812
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: 90, Summer CFM: 47 8,367 905 650 1,555
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
System 1 Whole House Load Totals:52,919 6,557 26,872 33,429
Check Figures
Supply CFM:1,243 CFM Per Square ft.:0.350
Square ft. of Room Area:3,552 Square ft. Per Ton:1,275
Volume (ft³) of Cond. Space:31,968
System Loads
Total Heating Required Including Ventilation Air:52,919 Btuh 52.919 MBH
Total Sensible Gain:26,872 Btuh 80 %
Total Latent Gain:6,557 Btuh 20 %
Total Cooling Required Including Ventilation Air:33,429 Btuh 2.79 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:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
52,919
Btuh
Floor 5%Roof 4%
Wall 38%
Glass 26%
Door 2%
Infiltration 16%
Ventilation 9%
System
1 Whole
House
Gain
33,429
Btuh
Roof 4%Wall 6%
Glass 39%
Door 1%People 12%
Equipment 28%
Infiltration 5%Ventilation 5%
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
52,919
Btuh
0
5,000
10,000
15,000
20,000
25,000
Floor 5%Wall 38%Door 2%Ventilation 9%
Roof 4%Glass 26%Infiltration 16%
System
1 Whole
House
Gain
33,429
Btuh
0
5,000
10,000
15,000
Roof 4%Glass 39%People 12%Infiltration 5%
Wall 6%Door 1%Equipment 28%Ventilation 5%
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
493 13,725 0 13,135 13,135
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
2453 13,872 0 2,121 2,121
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1512 6,446 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
1254 2,182 0 1,204 1,204
21A-24: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 24' wide
1149 2,499 0 0 0
Subtotals for structure:40,002 0 16,812 16,812
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: 90, Summer CFM: 47 8,367 905 650 1,555
System 1, Zone 1 Load Totals:48,369 5,205 26,532 31,737
Check Figures
Supply CFM:1,243 CFM Per Square ft.:0.350
Square ft. of Room Area:3,552 Square ft. Per Ton:1,343
Volume (ft³) of Cond. Space:31,968
Zone Loads
Total Heating Required:48,369 Btuh 48.369 MBH
Total Sensible Gain:26,532 Btuh 84 %
Total Latent Gain:5,205 Btuh 16 %
Total Cooling Required:31,737 Btuh 2.64 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:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
48,369
Btuh
Floor 5%Roof 5%
Wall 42%
Glass 28%
Door 3%
Infiltration 17%
System
1, Zone
1
Gain
31,737
Btuh
Roof 4%Wall 7%
Glass 41%
Door 1%
People 12%
Equipment 30%
Infiltration 5%
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
48,369
Btuh
0
5,000
10,000
15,000
20,000
25,000
Floor 5%Wall 42%Door 3%
Roof 5%Glass 28%Infiltration 17%
System
1, Zone
1
Gain
31,737
Btuh
0
5,000
10,000
15,000
Roof 4%Glass 41%People 12%Infiltration 5%
Wall 7%Door 1%Equipment 30%
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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:496 CFM
Ceiling Height:9.0 ft.Supply Air Changes:2.9 AC/hr
Volume:10,341.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:6 Actual Winter Vent.:53 CFM
Runout Air:83 CFM Percent of Supply.:11 %
Runout Duct Size:6 in.Actual Summer Vent.:28 CFM
Runout Air Velocity:421 ft./min.Percent of Supply:6 %
Runout Air Velocity:421 ft./min.Actual Winter Infil.:46 CFM
Actual Loss:0.111 in.wg./100 ft.Actual Summer Infil.:24 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-12F-0sw 44 X 9 316 0.065 5.7 1,787 0.9 0 273
W -Wall-12F-0sw 44 X 9 313 0.065 5.7 1,770 0.9 0 271
N -Wall-12F-0sw 40 X 9 315 0.065 5.7 1,781 0.9 0 272
S -Wall-12F-0sw 40 X 9 326 0.065 5.7 1,844 0.9 0 282
W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
E -Gls-4A-1a-o shgc-0.33 0%S 80 0.320 27.8 2,227 35.0 0 2,800
W -Gls-4A-1a-o shgc-0.33 0%S 41 0.320 27.8 1,141 35.0 0 1,435
N -Gls-4A-1a-o shgc-0.33 100%S 45 0.320 27.8 1,253 10.4 0 468
S -Gls-4A-1a-o shgc-0.33 0%S 34 0.320 27.8 947 19.2 0 652
Subtotals for Structure:14,028 0 6,805
Infil.: Win.: 45.6, Sum.: 23.7 1,512 2.800 4,234 0.218 458 329
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:1,000 3,000
Room Totals:18,262 1,858 10,594
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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:1,254.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,254.0 sq.ft.Supply Air:678 CFM
Ceiling Height:9.0 ft.Supply Air Changes:3.6 AC/hr
Volume:11,286.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:8 Actual Winter Vent.:61 CFM
Runout Air:85 CFM Percent of Supply.:9 %
Runout Duct Size:6 in.Actual Summer Vent.:38 CFM
Runout Air Velocity:432 ft./min.Percent of Supply:6 %
Runout Air Velocity:432 ft./min.Actual Winter Infil.:45 CFM
Actual Loss:0.117 in.wg./100 ft.Actual Summer Infil.:23 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-12F-0sw 39 X 9 254 0.065 5.7 1,436 0.9 0 220
W -Wall-12F-0sw 39 X 9 276 0.065 5.7 1,561 0.9 0 239
N -Wall-12F-0sw 43 X 9 323 0.065 5.7 1,827 0.9 0 279
S -Wall-12F-0sw 43 X 9 330 0.065 5.7 1,866 0.9 0 285
E -Gls-4A-1a-o shgc-0.33 0%S 97 0.320 27.8 2,700 35.0 0 3,396
W -Gls-4A-1a-o shgc-0.33 0%S 75 0.320 27.8 2,088 35.0 0 2,625
N -Gls-4A-1a-o shgc-0.33 100%S 64 0.320 27.8 1,782 10.4 0 666
S -Gls-4A-1a-o shgc-0.33 0%S 57 0.320 27.8 1,587 19.2 0 1,093
UP-Ceil-16B-50 1254 X 1 1254 0.020 1.7 2,182 1.0 0 1,204
Subtotals for Structure:17,029 0 10,007
Infil.: Win.: 44.5, Sum.: 23.1 1,476 2.800 4,133 0.217 447 321
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:1,000 3,000
Room Totals:21,162 2,447 14,478
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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:68 CFM
Ceiling Height:9.0 ft.Supply Air Changes:0.4 AC/hr
Volume:10,341.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:1 Actual Winter Vent.:26 CFM
Runout Air:68 CFM Percent of Supply.:38 %
Runout Duct Size:6 in.Actual Summer Vent.:4 CFM
Runout Air Velocity:348 ft./min.Percent of Supply:6 %
Runout Air Velocity:348 ft./min.Actual Winter Infil.:0 CFM
Actual Loss:0.077 in.wg./100 ft.Actual Summer Infil.:0 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-15B0-10sf-10 44 X 9 396 0.049 4.3 1,688 0.0 0 0
W -Wall-15B0-10sf-10 44 X 9 396 0.049 4.3 1,688 0.0 0 0
N -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0
S -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0
Floor-21A-24 1 X 1149 1149 0.025 2.2 2,499 0.0 0 0
Subtotals for Structure:8,945 0 0
Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:500 1,000
Room Totals:8,945 900 1,460
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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 25,000
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Stone Cottage
Farmington, MN 55024 Page 21
Room Cooling Loads Bar Graphs
Sensible
Latent
Btuh
Lower Level
Upper Level
Main Level
0 5,000 10,000 15,000 20,000
C:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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 18,262 380 6-6 421 10,594 1,858 496 496
2 Upper Level 1,254 21,162 441 8-6 432 14,478 2,447 678 678
3 Lower Level 1,149 8,945 186 1-6 348 1,460 900 68 68
Ventilation 4,550 340 1,352
System 1 total 3,552 52,919 1,007 26,872 6,557 1,243 1,243
System 1 Main Trunk Size:21x10 in.
Velocity:852 ft./min
Loss per 100 ft.:0.107 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.79 80% / 20%26,872 6,557 33,429
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:\ ...\19814 HENNING LAKEVILLE 11112021.rhv Thursday, November 11, 2021, 11:01 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
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
33,429
Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.
Place your
logo here
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
Stone Cottage Construction Inc.
MN License Number
Lakeville19814 Henning Ave
BC636874
Mech Room
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
52,919
Heating Gain Cooling Load
Attic
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
Rim Joist (2nd Floor+)
0.30
Appliances
THERMAL ENVELOPE
Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade
RADON CONTROL SYSTEM
Non or Not Applicable Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply
Mineral Fiberboard Insulation Location
Foam, Closed Cell0.22
Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall
R-value
Average U-Factor (excludes skylights and one door) U:
Duct system air tightness: Building envelope air tightness:
Rim Joist (1st Floor)
GPVL-50 13ACXN042-230 Model
Heating System
Natrual Gas
Lennox
Location of duct or system:
Heating or Cooling Ducts Outside Conditioned Spaces
Electric
Make-up Air Select a Type
AO Smith
Domestic Water
Heater
MECHANICAL SYSTEMS
Rating or Size
Efficiency 13 Seer
200CFM
Select Type
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
26,872Residential Load Calculation
SEER
/EER
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Capacity continuous ventilation rate in cfms:
ML193UH070
Heating Loss
Manufacturer Lennox
Natural Gas
Output in
Tons:
3 Ton50
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
New residential building permits WILL NOT be issued without this completed form.
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
Primary Contact: _________________________________________________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Description of Land Disturbing Activity: _____________________________________________________
NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___
If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an
erosion and sediment control plan MUST be submitted with the residential building permit application.
“The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities
in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater
Permit.” (NPDES Construction Stormwater Permit, MPCA)
“The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least
once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.”
(NPDES Construction Stormwater Permit, MPCA)
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name of Person: ________________________________Company: _______________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Entity that Provided Training: ________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots.
No land disturbing activity may begin until a residential building permit has been issued.
I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER;
withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater
Permit (MN R 100001) or erosion and sediment control plan.
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
12/02/21
KP
X