HomeMy WebLinkAboutLA218312 - 19818 Henning Ave Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
___________________
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT
CONDO
REROOF
RESIDE
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES
LOWER LEVEL FINISH
ADDITION
FOUNDATION ONLY
MISCELLANEOUS
DEMO
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
CITY BUILDING VALUATION: $
BUILDING PERMIT FEES
$PERMIT FEE
$PLAN CHECK
$SURCHARGE
$METRO SAC
$CITY WATER HOOKUP UNIT
$CITY SEWER HOOKUP UNIT
$LANDSCAPE ESCROW
$TREE ESCROW
$MISC ESCROW
$PLUMBING
$MECHANICAL
$SEWER WATER
WATER METER
PRESSURE REDUCING VALVE
$OTHER
$TOTAL
METER SIZE
PRESSURE REDUCING VALVE
SEWER/WATER
SEWER/WATER
FINAL
STREET DRAINTILE
BUILDING INFORMATION
TYPE OF CONSTRUCTION
ZONING
CODE EDITION
FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
MECHANICAL
AIR TEST
FINAL
ROUGH-IN
PLUMBING
FINAL
ROUGH-IN
INSULATION
LATH
DECK FOOTING
FIREPLACE
FOOTING
FOUNDATION
FRAMING
PORCH FRAMING
PORCH FOOTING
POURED WALL
SITE
LOWER LEVEL FINAL
OTHER
DECK FRAMING
LOWER LEVEL FRAMING
LANDSCAPING
DECK FINAL
$
$
ACCESSORY BUILDING
EGRESS WINDOW
UNDERGROUND
198181 HENNING AVE, LAKEVILLE*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.cBERRES RIDGE MODEL #12#23-019SMA172023STONE COTTAGE CONSTRUCTION, INC.
LOT 6, BLOCK 3, BERRES RIDGE 7TH ADDITION FRONT ELEVATION 1/4" = 1'-0" VINYL SHAKEVINYL SHAKEVINYL SHAKESTONECAPSTONE4" TRIM101210121012712712712412612VINYLSIDINGVINYLSIDING12x12 BOXEDCOLUMNAZEK PORCHSTONEON JOGSTONEON JOG9x8 OVH. DR.16x8 OVH. DR.9x8 OVH. DR.VINYL SIDING4" TRIM4" VINYL SIDINGALL SIDESVINYL SHAKEFRONT ONLYSTONE AS SHOWNFRONT & SIDESALUM. SOFFIT & FASCIAALL SIDESWDW. GRIDS AS SHOWNFRONT ONLY1'-0"1'-3"8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOORTOTAL2nd FLR.1st FLR.1,178 SQ. FT.1,384 SQ. FT.2,562 SQ. FT.TOTALBSM'T745 SQ. FT.3,307 SQ. FT.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode09/25/2023dmathews
VERIFY ALLGRADE LINESPlanco MN, Inc.C#23-019SMA272023 LEFT ELEVATION 1/8" = 1'-0" VINYLSIDINGVINYLSIDINGVINYLCORNERS71271271210121'-9"2x10 DECKLEDGER RIGHT ELEVATION 1/8" = 1'-0" VINYLSIDINGVINYLCORNERS71210121'-9" REAR ELEVATION 1/8" = 1'-0" VINYLSIDINGVINYLSIDINGVINYLCORNERS7127126"1'-0"7/12 ROOF PLAN 1/8" = 1'-0" 1'-9"1'-9"1'-3"10'-6"712712712712101210121012101210126"2'-2"12410127/126"1261'-5"7/121'-9"Secure door closed until deck isconstructed with a separate permit.
Planco MN, Inc.C#23-019SMA372023 BASEMENT PLAN 1/4" = 1'-0" 8'-4" POURED FOUNDATIONUP15 R10"5'-10"4'-8"3'-8"3'-8"20682668483448"2468F*L.V.T.(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.2-2x10286828682668WHFURNF.D.92%2-2x10NO FTG.@ TOILET1 PIECE FIB.SUMP5/0x3/6 SL
2-2x10
36'-0"
11'-8"7'-4"5'-8"11'-4"
6'-1"5'-3"WALLEDGEWALLEDGETREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS20'-9"*CARPET BEDROOM #5 69'-0"31'-6"37'-6"21'-0"
26'-0"2'-0"24'-0"
9'-0"
2'-0"
19'-0"45'-0"19'-0"69'-0"43'-6"25'-6"11'-6"20'-6"11'-6"14'-6"11'-0"2'-0"
13'-0"11'-6"2'-0"),1,6+('64)7 (;&/8'(667$,56 FAMILY/REC ROOM *CARPET UNEXCAVATED 7'-11"6'-7"9"9"6'-6"TRT. 3-2x8 FLUSHTRT. 3-2x8 FLUSHTREATED
2x8
16" O.C.
4'-6" MECH/STORAGE *UNFINISHED FUT. EXCERCISE RM *UNFINISHED2" LEDGE 2" LEDGE30"x30"x12"CONC. PAD FTG.SD/COSD2'-6"13'-4"13'-3"10'-10"15'-2"11 7/8" I JOIST
16" O.C.
11 7/8" I JOIST
16" O.C.
11 7/8" LSL
16" O.C.20681-11 7/8" LSLFLUSH24" CANT.11 7/8" I JOIST
16" O.C.
11 7/8" I JOIST
16" O.C.
DOUBLE 210
DOUBLE 210 1-11 7/8" LSLFLUSH 6' LONG1-11 7/8" LSLFLUSH 6' LONGUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
Planco MN, Inc.C#23-019SMA472023 FIRST FLOOR PLAN 1/4" = 1'-0" DN15 RUP17 R266826683080CHASE266824682868FIREDOOR3068FULLVIEW24682468REF'G
12" CAB.S.B.REF'GU.C.PANTRY*WOOD2-2x10
2/6x3/6 SH
30" SLIDE-IN RANGEW/ HOODVENT42"DRY BARGASF.P.9/0x5/0 SL2-9 1/2" LVL2-2x107/6x5/0 SLRAILGIRDER F.T.48" BENCH26"CUB.26"CUB.2/6x3/6 SH2-2x106/0x5/0 SL2-2x10 FOYER *WOOD*WOOD DINING *WOOD GREAT ROOM KITCHEN *WOOD OFFICE *CARPET W.I.C. *L.V.T.*L.V.T.*WOODF2x62x2REF'GRECESSCOSTCODOOR9x8 OVH. DR.9x8 OVH. DR.16x8 OVH. DR.*4" CONC. FLOOR GARAGE *2x6 WALLS2x62x62x62x610"9"6'-7"7'-11" AZEK PORCH 69'-0"31'-6"37'-6"15'-0"15'-0"7'-6"8'-9"6'-3"7'-6"7'-6"2'-0"
21'-0"
9'-0"6'-0"6'-0"
4'-1"1'-11"2'-0"7'-0"1,178 SQ. FT.9' CEILING @ FIRST FLOOR17'-0"7'-4"11'-8"
26'-0"2'-0"24'-0"
9'-0"
2'-0"
21'-0"47'-0"19'-0"2'-0"69'-0"43'-6"25'-6"11'-6"20'-6"11'-6"14'-6"11'-0"6'-0"5'-6"10'-3"10'-3"5'-6"6'-0"1'-6"5'-6"2'-0"
13'-0"
7'-0"6'-0"11'-6"7'-4"36'-0"
5'-3"6'-6"5'-3"WALL EDGEWALL EDGE1'-8"2-2x10
4'-0"6'-6"2'-6"6'-6"1'-0"
9'-6"13'-6"
4'-0"7'-2"4'-0"13'-2"5'-10"4'-8"3'-8"3'-8"6'-8"4'-8"4'-2"7'-5"2'-11"12x12 BOXEDCOLUMN2-2x10
12" CANT.2-2x1024" CANT.GIRDERGIRDER
3-14" LVL FLUSH2-7 1/4" LSL2-2x10TRUSSES
24" O.C.
TRUSSES
24" O.C.
4'-6"
4'-0"6"
3-14" LVL FLUSH
2-9 1/2" LSLFLUSH20" FLR.TRUSS
24" O.C.
20" FLR.TRUSS
24" O.C.
2'-0"SD/COMICROBASE CAB.W/ (3) FLOATING SH'S48" HIGHWAINSCOTTING2868PKT.WAINSCOTTINGFULL WALL32" HIGH
B.I.
32" HIGH
B.I.(2) OPEN SHLVS.3-16" LVL FLUSH2-2x10 FLUSH2-9 1/2" LSL FLUSH2-2x123-2x122-11 7/8" LSL2-7 1/4" LSLBWPsAboveTemper within 2'of door within thesame wall plane.Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.666810AT THIS HATCHED AREA, INSTALLSIMPSON CS20 STRAP FROM THETOP PLATE OF THE EXTERIORWALL AT THE PANTRY TO THE BOTTOM CHORD OF THE GIRDERTHAT SPANS THE GARAGE. PROVIDE A MINIMUM OF 9" OFNAILING AT EACH END OF STRAP.PFHPFH
Planco MN, Inc.C#23-019SMA572023 SECOND FLOOR PLAN 1/4" = 1'-0" 1,382 SQ. FT.DN16 R10"2468PKT.246872"5'-0" TUB& SHOWER1 PIECE FIB.F2/0x3/6 SH2-2x102/0x3/6 SH2-2x102x624682668266811'-0"26687'-0"
3'-6"2'-7"6'-5"15'-6"LTWD27"2068LIN.2468PKT.28682068206826682068LIN.24682468PKT.F90"42"72"BENCH1'-6"
6' GLASS DOORS
2-2x10
2/6x3/6 SH
2-2x102/6x3/6 SH2-2x103/0x5/0 SH2-2x103/0x5/0 SH3-2x106/0x4/6 SL5/0x6/0 FX TEMP
2-2x10
TOP @ 8'
OFF LNDG.6/0x5/0 SL2-2x106/0x5/0 SL2-2x10*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET2x638'-0"
2'-6"10'-1"6'-3"8'-2"
1'-11"4'-4"37'-6"10'-6"15'-0"12'-0"6'-1"4'-5"2'-2"10'-8"2'-2"5'-10"6'-2"2x67'-8"4'-1"38'-0"
11'-0"7'-4"2'-8"14'-4"WALLEDGEWALLEDGE3'-8"3'-8"
2'-8"6'-8"4'-0"37'-6"11'-0"14'-6"12'-0"6'-0"6'-0"3'-6"7'-6"3'-6"9'-8"4'-9"8'-9"3'-8"3'-8"4'-8"5'-10"5'-10"1/2 WALLW/ WD. CAP2468 C.O.*C.T.*L.V.T.*L.V.T.2'-6"3'-10"4'-2"1'-0"SD/COSDSDSDSDSD3'-0"
3'-0"*L.V.T.*L.V.T.*L.V.T.ACCESS
ATTIC
5'-6"5'-6"GIRDERGIRDERTRUSSES
24" O.C.
TRUSSES
24" O.C.TRUSSES24" O.C.TRUSSES24" O.C.3'-0"(2) SHLVS.266826682668266826682068Temper glazingfacing a tubwithin 60".COFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
Planco MN, Inc.C#23-019SMA672023 CROSS SECTION 3/8" = 1'-0" 17 RISERS
9'-118"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'-118"5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-49 INSUL.11'-8"2x6- 16" O.C.1/2" GYP. BD.R-21 INSUL.1/2" GYP. BD.2x6- 16" O.C.3/4" T & G FLOOR2x42x6VBR-21 INSUL.W/ V.B.5/8" GYP. BD.VB2'-0"R-20 SPRAY FOAM20" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEELENERGY HEEL4'-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" LVL1261'-5"4'-0"31516"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 PIERFOOTINGTRT. 3-2x8GRADETRT. 6x6 POSTSIDINGSHEATHING7/16" OSBHOUSE WRAPFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS11 7/8" LSL @ 16" O.C. FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS11 7/8" LSL @ 16" O.C. 73
8"75
8"GRADE1-2x6 TREATEDSILL PLATE8'-4" POUREDWALL W/ REBARPER CODEWATER PROOFINGR-10 W/ <2.6 ACHINSUL.DRAIN TILE ALUM.ALUM. FASCIASOFFITVENTEDVENTEDSOFFITALUM.ALUM. FASCIASIDINGSHEATHING7/16" OSBHOUSE WRAP5/8" GYP. BD.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
Planco MN, Inc.C#23-019SMA772023 CROSS SECTION 3/8" = 1'-0" 9'-11
8"3/4" T & G FLOOR
3 1/2" CONC. FLOOR8'-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.VBR-20 SPRAY FOAM20" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEELENERGY HEEL(DESIGNED BY MFR)TRUSSES @ 24" O.C.35'-0"3'-0"GIRDERR-20 SPRAY FOAM50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1/2" SHTG.15# FELTSHINGLES1'-9"712R-30 INSUL.MIN.PROOFINGWATERR-10 W/ <2.6 ACHINSUL.SIDINGSHEATHING7/16" OSBHOUSE WRAPFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDBL. 11 7/8" LSL @ 16" O.C. GRADE1-2x6 TREATEDSILL PLATE8'-4" POUREDWALL W/ REBARPER CODEWATER PROOFINGR-10 W/ <2.6 ACHINSUL.DRAIN TILE VENTEDSOFFITALUM.ALUM. FASCIA4" CONC. FLOOR5/8" TYPE "X" GYP. BD. GARAGE GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS5'-0"17'-0"VENTEDSOFFITFASCIAALUM. ALUM.2'-2"41221'-0"SIDINGSHEATHING7/16" OSBHOUSE WRAPVENTEDSOFFITALUM.ALUM. FASCIA1'-9"7122'-0"3-16" LVL3-14" LVL5/8" GYP. BD.2'-0"
BASEMENT PLAN UP15 R10"5'-10"4'-8"3'-8"3'-8"40682668483448"2468F*L.V.T.(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.2-2x10286828682668WHFURNF.D.92%2-2x10NO FTG.@ TOILET1 PIECE FIB.SUMP5/0x3/6 SL
2-2x10
2'-0"
36'-0"
11'-8"7'-4"5'-8"11'-4"
6'-1"5'-3"WALLEDGEWALLEDGETREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS22'-9"*CARPET BEDROOM #5 69'-0"31'-6"37'-6"15'-0"15'-0"7'-6"21'-0"
26'-0"2'-0"24'-0"
9'-0"
2'-0"
21'-0"47'-0"19'-0"2'-0"69'-0"43'-6"25'-6"11'-6"20'-6"11'-6"14'-6"11'-0"2'-0"
13'-0"11'-6"2'-0" FAMILY/REC ROOM *CARPET UNEXCAVATED 7'-11"6'-7"9"9"6'-6"TRT. 2-2x8 FLUSHTRT. 2-2x8 FLUSHTREATED
2x8
16" O.C.
4'-6" MECH/STORAGE *UNFINISHED FUT. EXCERCISE RM *UNFINISHED2" LEDGE 2" LEDGE30"x30"x12"CONC. PAD FTG.SD/COSD2'-6"13'-4"13'-3"10'-10"15'-2"11 7/8" I JOIST
16" O.C.
11 7/8" I JOIST
16" O.C.
11 7/8" LSL
16" O.C.15'BWL 13'3'3'
FIRST FLOOR PLAN DN15 RUP17 R266826683068SLCHASE266824682868FIREDOOR2868 C.O.3068FULLVIEW24682468MICROOVEN/REF'G
12" CAB.S.B.REF'GU.C.16" SHLVS.PANTRY*WOOD2-2x10
2/6x3/6 SH
30" RANGEW/ HOODVENT42"DRY BARGASF.P.9/0x5/0 SL2-9 1/2" LVL2-9 1/2" LSL7/6x5/0 SL2/6x2/0 FX
2-2x10
2/6x2/0 FX
2-2x10RAIL GIRDER F.T.48" BENCH26"CUB.26"CUB.2/6x3/6 SH2-2x106/0x5/0 SL3-2x10 FOYER *WOOD*WOOD DINING *WOOD GREAT ROOM KITCHEN *WOOD OFFICE *CARPET W.I.C. *L.V.T.*L.V.T.*L.V.T.F2x62x2REF'GRECESSCOSTCODOOR9x8 OVH. DR.9x8 OVH. DR.16x8 OVH. DR.2x62x62x62x610"9"6'-7"7'-11" WOOD PORCH 69'-0"31'-6"37'-6"15'-0"15'-0"7'-6"8'-9"6'-3"7'-6"7'-6"2'-0"
21'-0"
9'-0"6'-0"6'-0"
4'-1"1'-11"2'-0"7'-0"
17'-0"7'-4"11'-8"
26'-0"2'-0"24'-0"
9'-0"
2'-0"
21'-0"47'-0"19'-0"2'-0"69'-0"43'-6"25'-6"11'-6"20'-6"11'-6"14'-6"11'-0"6'-0"5'-6"10'-3"10'-3"5'-6"6'-0"1'-6"5'-6"2'-0"
13'-0"
7'-0"6'-0"11'-6"7'-4"36'-0"
5'-3"6'-6"5'-3"WALL EDGEWALL EDGE1'-8"2-2x10
4'-0"6'-6"2'-6"6'-6"1'-0"
9'-6"13'-6"
4'-0"7'-2"4'-0"13'-2"5'-10"4'-8"3'-8"3'-8"6'-8"4'-8"4'-2"7'-5"2'-11"12x12 BOXEDCOLUMN2-2x10
12" CANT.2-2x1024" CANT.GIRDERGIRDER
FLUSH LVLLVL2-2x10TRUSSES
24" O.C.
4'-6"
4'-0"6"
FLUSH LVL
2-9 1/2" LSLFLUSH20" FLR.TRUSS
24" O.C.
20" FLR.TRUSS
24" O.C.
2'-0"SD/CO2'-101
2"2'-41
2"2'-41
2"2'-101
2"35'35'20'20'BWL 2BWL 3BWL 4BWL 5BWL 6BWL 74'4'3'2'-6"2'-6"SEE DETAIL 1/PF-16'6'6'5'-3"6'-8"8'10'*4" CONC. FLOOR GARAGE *2x6 WALLSTRUSSES24" O.C.AT THIS HATCHED AREA, INSTALLSIMPSON CS20 STRAP FROM THETOP PLATE OF THE EXTERIORWALL AT THE PANTRY TO THE BOTTOM CHORD OF THE GIRDERTHAT SPANS THE GARAGE. PROVIDE A MINIMUM OF 9" OFNAILING AT EACH END OF STRAP.
SECOND FLOOR PLAN DN16 R10"2468PKT.246872"5'-0" TUB& SHOWER1 PIECE FIB.F2/0x3/6 SH2-2x102/0x3/6 SH2-2x102x624682668266811'-0"5068506850687'-0"
3'-6"2'-7"6'-5"15'-6"LTWD27"4068LIN.2468PKT.28682068206826682068LIN.24682468PKT.F90"42"72"BENCH1'-6"
6' GLASS DOORS
2-2x10
2/6x3/6 SH
2-2x102/6x3/6 SH2-2x103/0x5/0 SH2-2x103/0x5/0 SH3-2x106/0x4/6 SL5/0x6/0 FX TEMP
2-2x10
TOP @ 8'
OFF LNDG.6/0x5/0 SL2-2x106/0x5/0 SL2-2x10*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET2x638'-0"2'-6"10'-1"6'-3"8'-2"1'-11"4'-4"37'-6"10'-6"15'-0"12'-0"6'-1"4'-5"2'-2"10'-8"2'-2"5'-10"6'-2"2x67'-8"4'-1"38'-0"
11'-0"7'-4"2'-8"14'-4"WALLEDGEWALLEDGE3'-8"3'-8"
2'-8"6'-8"4'-0"37'-6"11'-0"14'-6"12'-0"6'-0"6'-0"3'-6"7'-6"3'-6"9'-8"4'-9"8'-9"3'-8"3'-8"4'-8"5'-10"5'-10"1/2 WALLW/ WD. CAP2468 C.O.*C.T.*C.T.*C.T.2'-6"3'-10"4'-2"1'-0"SD/COSDSDSDSDSD3'-0"
3'-0"*L.V.T.*L.V.T.*L.V.T.ACCESS
ATTIC
5'-6"5'-6"GIRDERGIRDERTRUSSES
24" O.C.
TRUSSES
24" O.C.TRUSSES24" O.C.TRUSSES24" O.C.3'-0"38'35'BWL 8BWL 4BWL 10BWL 112'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'
Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure C BWL 1 2 3 4 5 6 7 8 9 10 11Spacing - ft 15 20 20 20 35 35 35 35 35 38 38Level 3 2 2 2 2 2 2 1 1 1 1Length req'd- ft 7 6.5 6.5 6.5 10.3 10.3 10.3 5.3 5.3 5.7 5.7per 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 1.02 1.03 1.03 1.03 1.03 1.03 1.03 1.06 1.06 1.06 1.06Wall Height 0.9 0.95 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 1.3 1.3 1.3 1 1 1 14" Gyp WB w.block joints1 1 1 1 1 0.7 1 1 1 1 1Adjusted Length 8.4 10.7 10.7 10.7 17.0 11.9 17.0 6.6 6.6 7.17.1Berres Ridge Model #1219818 Henning Avenue, Lakeville, MNSheet
Stone Cottage
HVAC Load Calculations
for
Stone Cottage
19818 Henning Ave
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Wednesday, August 16, 2023
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Stone Cottage
Farmington, MN 55024 Page 2
Project Report
General Project Information
Project Title:Stone Cottage
Project Date:Monday, August 14, 2023
Client Name:Stone Cottage
Client Address:19818 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:1,308 CFM Per Square ft.:0.350
Square ft. of Room Area:3,740 Square ft. Per Ton:1,287
Volume (ft³) of Cond. Space:33,660
Building Loads
Total Heating Required Including Ventilation Air:52,084 Btuh 52.084 MBH
Total Sensible Gain:28,263 Btuh 81 %
Total Latent Gain:6,616 Btuh 19 %
Total Cooling Required Including Ventilation Air:34,879 Btuh 2.91 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:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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
96 CFM 50 CFM
Infiltration Actual:0.250 AC/hr 0.130 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 23,058 X 23,058
5,765 Cu.ft./hr 2,998 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:96 CFM 50 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 (96 CFM), Construction: Unknown
Summer Infiltration Specified:0.130 AC/hr (50 CFM), Construction: Unknown
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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 2.91 1,287 3,740 28,263 6,616 34,879 52,084 990 1,308 1,308
System 1 Yes 2.91 1,287 3,740 28,263 6,616 34,879 52,084 990 1,308 1,308 24x10
Ventilation 340 1,352 1,692 4,550
Zone 1 3,740 27,923 5,264 33,187 47,534 990 1,308 1,308 24x10
1-Main Level 1,178 12,223 1,882 14,105 18,747 390 573 573 7--6
2-Upper Level 1,384 14,240 2,482 16,722 20,469 426 667 667 8--6
3-Lower Level 1,178 1,460 900 2,360 8,318 173 68 68 1--6
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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 0.1 416.6 390 573 573 7--6
2-Upper Level 450 750 0 0.1 0.1 424.7 426 667 667 8--6
3-Lower Level 450 750 0 0.1 0.1 348.4 173 68 68 1--6
Other Ducts
Supply Main Trunk 650 900 0 0.1 0.1 784.9 990 1,308 1,308 24x10
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:990
Cooling Flow:1308
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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, Btuh20.9% 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 20.9%.
AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh
Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not
exceed the average glass load for the entire conditioned space by more than 30 percent.
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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
522 14,531 0 14,630 14,630
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
2136 12,079 0 1,848 1,848
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1350 5,756 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
1384 2,408 0 1,329 1,329
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
1178 2,562 0 0 0
Subtotals for structure:38,614 0 18,159 18,159
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: 96, Summer CFM: 50 8,920 964 694 1,658
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
Total Building Load Totals:52,084 6,616 28,263 34,879
Check Figures
Total Building Supply CFM:1,308 CFM Per Square ft.:0.350
Square ft. of Room Area:3,740 Square ft. Per Ton:1,287
Volume (ft³) of Cond. Space:33,660
Building Loads
Total Heating Required Including Ventilation Air:52,084 Btuh 52.084 MBH
Total Sensible Gain:28,263 Btuh 81 %
Total Latent Gain:6,616 Btuh 19 %
Total Cooling Required Including Ventilation Air:34,879 Btuh 2.91 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:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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
52,084
Btuh
Floor 5%Roof 5%
Wall 34%
Glass 28%
Door 2%
Infiltration 17%
Ventilation 9%
Building
Gain
34,879
Btuh
Roof 4%Wall 5%
Glass 42%
Door 1%
People 11%
Equipment 27%
Infiltration 5%Ventilation 5%
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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
52,084
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 34%Door 2%Ventilation 9%
Roof 5%Glass 28%Infiltration 17%
Building
Gain
34,879
Btuh
0
5,000
10,000
15,000
Roof 4%Glass 42%People 11%Infiltration 5%
Wall 5%Door 1%Equipment 27%Ventilation 5%
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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
522 14,531 0 14,630 14,630
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
2136 12,079 0 1,848 1,848
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1350 5,756 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
1384 2,408 0 1,329 1,329
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
1178 2,562 0 0 0
Subtotals for structure:38,614 0 18,159 18,159
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: 96, Summer CFM: 50 8,920 964 694 1,658
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
System 1 Whole House Load Totals:52,084 6,616 28,263 34,879
Check Figures
Supply CFM:1,308 CFM Per Square ft.:0.350
Square ft. of Room Area:3,740 Square ft. Per Ton:1,287
Volume (ft³) of Cond. Space:33,660
System Loads
Total Heating Required Including Ventilation Air:52,084 Btuh 52.084 MBH
Total Sensible Gain:28,263 Btuh 81 %
Total Latent Gain:6,616 Btuh 19 %
Total Cooling Required Including Ventilation Air:34,879 Btuh 2.91 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:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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
52,084
Btuh
Floor 5%Roof 5%
Wall 34%
Glass 28%
Door 2%
Infiltration 17%
Ventilation 9%
System
1 Whole
House
Gain
34,879
Btuh
Roof 4%Wall 5%
Glass 42%
Door 1%
People 11%
Equipment 27%
Infiltration 5%Ventilation 5%
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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
52,084
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 34%Door 2%Ventilation 9%
Roof 5%Glass 28%Infiltration 17%
System
1 Whole
House
Gain
34,879
Btuh
0
5,000
10,000
15,000
Roof 4%Glass 42%People 11%Infiltration 5%
Wall 5%Door 1%Equipment 27%Ventilation 5%
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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
522 14,531 0 14,630 14,630
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
2136 12,079 0 1,848 1,848
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1350 5,756 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
1384 2,408 0 1,329 1,329
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
1178 2,562 0 0 0
Subtotals for structure:38,614 0 18,159 18,159
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: 96, Summer CFM: 50 8,920 964 694 1,658
System 1, Zone 1 Load Totals:47,534 5,264 27,923 33,187
Check Figures
Supply CFM:1,308 CFM Per Square ft.:0.350
Square ft. of Room Area:3,740 Square ft. Per Ton:1,352
Volume (ft³) of Cond. Space:33,660
Zone Loads
Total Heating Required:47,534 Btuh 47.534 MBH
Total Sensible Gain:27,923 Btuh 84 %
Total Latent Gain:5,264 Btuh 16 %
Total Cooling Required:33,187 Btuh 2.77 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:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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
47,534
Btuh
Floor 5%
Roof 5%
Wall 38%
Glass 31%
Door 3%
Infiltration 19%
System
1, Zone
1
Gain
33,187
Btuh
Roof 4%Wall 6%
Glass 44%
Door 1%
People 12%
Equipment 29%
Infiltration 5%
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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
47,534
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 38%Door 3%
Roof 5%Glass 31%Infiltration 19%
System
1, Zone
1
Gain
33,187
Btuh
0
5,000
10,000
15,000
Roof 4%Glass 44%People 12%Infiltration 5%
Wall 6%Door 1%Equipment 29%
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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:1,178.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,178.0 sq.ft.Supply Air:573 CFM
Ceiling Height:9.0 ft.Supply Air Changes:3.2 AC/hr
Volume:10,602.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:7 Actual Winter Vent.:55 CFM
Runout Air:82 CFM Percent of Supply.:10 %
Runout Duct Size:6 in.Actual Summer Vent.:31 CFM
Runout Air Velocity:417 ft./min.Percent of Supply:5 %
Runout Air Velocity:417 ft./min.Actual Winter Infil.:48 CFM
Actual Loss:0.109 in.wg./100 ft.Actual Summer Infil.:25 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-12F-0sw 37 X 9 247 0.065 5.7 1,397 0.9 0 214
W -Wall-12F-0sw 37 X 9 230 0.065 5.7 1,301 0.9 0 199
N -Wall-12F-0sw 38 X 9 280 0.065 5.7 1,583 0.9 0 242
S -Wall-12F-0sw 38 X 9 298 0.065 5.7 1,685 0.9 0 258
W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
N -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 86 0.320 27.8 2,394 35.0 0 3,010
W -Gls-4A-1a-o shgc-0.33 0%S 82 0.320 27.8 2,283 35.0 0 2,870
N -Gls-4A-1a-o shgc-0.33 100%S 41 0.320 27.8 1,141 10.4 0 427
S -Gls-4A-1a-o shgc-0.33 0%S 44 0.320 27.8 1,225 19.2 0 844
Subtotals for Structure:14,287 0 8,416
Infil.: Win.: 48.0, Sum.: 25.0 1,350 3.304 4,460 0.257 482 347
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:1,000 3,000
Room Totals:18,747 1,882 12,223
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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:1,384.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,384.0 sq.ft.Supply Air:667 CFM
Ceiling Height:9.0 ft.Supply Air Changes:3.2 AC/hr
Volume:12,456.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:8 Actual Winter Vent.:60 CFM
Runout Air:83 CFM Percent of Supply.:9 %
Runout Duct Size:6 in.Actual Summer Vent.:36 CFM
Runout Air Velocity:425 ft./min.Percent of Supply:5 %
Runout Air Velocity:425 ft./min.Actual Winter Infil.:48 CFM
Actual Loss:0.113 in.wg./100 ft.Actual Summer Infil.:25 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-12F-0sw 37 X 9 247 0.065 5.7 1,397 0.9 0 214
W -Wall-12F-0sw 37 X 9 248 0.065 5.7 1,402 0.9 0 214
N -Wall-12F-0sw 38 X 9 298 0.065 5.7 1,685 0.9 0 258
S -Wall-12F-0sw 38 X 9 288 0.065 5.7 1,629 0.9 0 249
E -Gls-4A-1a-o shgc-0.33 0%S 86 0.320 27.8 2,394 35.0 0 3,010
W -Gls-4A-1a-o shgc-0.33 0%S 85 0.320 27.8 2,366 35.0 0 2,975
N -Gls-4A-1a-o shgc-0.33 100%S 44 0.320 27.8 1,225 10.4 0 458
S -Gls-4A-1a-o shgc-0.33 0%S 54 0.320 27.8 1,503 19.2 0 1,036
UP-Ceil-16B-50 1384 X 1 1384 0.020 1.7 2,408 1.0 0 1,329
Subtotals for Structure:16,009 0 9,743
Infil.: Win.: 48.0, Sum.: 25.0 1,350 3.304 4,460 0.257 482 347
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:1,000 3,000
Room Totals:20,469 2,482 14,240
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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:1,178.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,178.0 sq.ft.Supply Air:68 CFM
Ceiling Height:9.0 ft.Supply Air Changes:0.4 AC/hr
Volume:10,602.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:1 Actual Winter Vent.:24 CFM
Runout Air:68 CFM Percent of Supply.:36 %
Runout Duct Size:6 in.Actual Summer Vent.:4 CFM
Runout Air Velocity:348 ft./min.Percent of Supply:5 %
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 37 X 9 333 0.049 4.3 1,420 0.0 0 0
W -Wall-15B0-10sf-10 37 X 9 333 0.049 4.3 1,420 0.0 0 0
N -Wall-15B0-10sf-10 38 X 9 342 0.049 4.3 1,458 0.0 0 0
S -Wall-15B0-10sf-10 38 X 9 342 0.049 4.3 1,458 0.0 0 0
Floor-21A-24 1 X 1178 1178 0.025 2.2 2,562 0.0 0 0
Subtotals for Structure:8,318 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:8,318 900 1,460
C:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 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 1,178 18,747 390 7-6 417 12,223 1,882 573 573
2 Upper Level 1,384 20,469 426 8-6 425 14,240 2,482 667 667
3 Lower Level 1,178 8,318 173 1-6 348 1,460 900 68 68
Ventilation 4,550 340 1,352
System 1 total 3,740 52,084 990 28,263 6,616 1,308 1,308
System 1 Main Trunk Size:24x10 in.
Velocity:785 ft./min
Loss per 100 ft.:0.086 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.91 81% / 19%28,263 6,616 34,879
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:\ ...\19818 HENNING LAKEVILLE 08162023.rhv Wednesday, August 16, 2023, 11:03 AM
Builders Associaton of Minnesota version 101014
Date Certificate Posted
x Passive (No Fan)
Active (With fan and monometer
or other system monitoring
Location (or future location) of Fan:
Other Please Describe Here
x
10/15 x x
x
20 x
20 x
21 x
49 x
x
x
x
x Not applicable, all ducts located in conditioned space
x Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:Input in
BTUS:
70,000 Capacity in
Gallons:
Other, describe:
AFUE or
HSPF%
93%
Cfm's
" round duct OR
" metal duct
Not required per mech. code
x Passive
Low: Other, describe:
x Low:
Location of fan(s), describe: Cfm's
4" " round duct OR Flex
" metal duct
ML193UH070
Heating Loss
Manufacturer Lennox
Natural Gas
Output in
Tons:
3 Ton50
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Capacity continuous ventilation rate in cfms:
200CFM
Select Type
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
28,263Residential 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:
52,084
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
Lakeville19818 Henning Ave
BC636874
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
34,879
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
9/20/23 X
PM