HomeMy WebLinkAboutLA199621 - 19977 Harrisburg Way Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
___________________
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
19977 HARRISBURG WAY, 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.c#21-097SMA172021STONE COTTAGE CONSTRUCTION, INC.
DYMOUL CHHOUN & KAKNIKA SRORS
LOT 10, BLOCK 2, BERRES RIDGE 5TH ADDITION FRONT ELEVATION 1/4" = 1'-0" 8128121012101210126124" TRIM4" TRIM12x12 BOXED COL.ON 18x18x42STONE BASEWOOD PORCHVINYLB & BVINYLB & BVINYLB & BVINYLB & BVINYLB & B16x8 OVH. DR.9x8 OVH. DR.VINYLSIDINGVINYLSIDINGSTONECAPSTONE1'-3"13'-0"8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOORTOTAL2nd FLR.1st FLR.1,198 SQ. FT.1,228 SQ. FT.2,426 SQ. FT.TOTALBSM'T787 SQ. FT.3,213 SQ. FT.STONEON JOGTHERMO-TECHPATIO DOORMARVIN ESSENTIALSTONE AS SHOWNFRONT & SIDESWINDOWS4" TRIMFRONT ONLY4" VINYL SIDINGSIDES & REARVINYL B & BFRONT ONLYFRONT ONLYGRIDS IN WDWS.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode02/04/2022dmathews
VERIFY ALLGRADE LINESPlanco MN, Inc.C#21-097SMA272021 LEFT ELEVATION 1/8" = 1'-0" 8121012SIDINGVINYL VINYLCORNERS1'-6"1'-5" RIGHT ELEVATION 1/8" = 1'-0" 1012812SIDINGVINYL SIDINGVINYL VINYLCORNERS1'-0" REAR ELEVATION 1/8" = 1'-0" 8121012VINYLCORNERSSIDINGVINYL SIDINGVINYL 1'-0" ROOF PLAN 1/8" = 1'-0" 81281210121012101210121261'-5"10/1210/1213'-0"8121'-3"1'-3"1'-0"1'-6"1'-6"1'-0"Secure door closed until deck isconstructed with a separate permit.
Planco MN, Inc.C#21-097SMA372021 BASEMENT PLAN 1/4" = 1'-0" (2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED 2-2x102868266854"24685'-0" TUB& SHOWER1 PIECE FIB.30"x30"x12"CONC. PAD FTG.30"x12"CONC. FTG.30"x30"x12"CONC. PAD FTG.246818"x24"
LIN.F*VINYL4'-6"5'-0"8'-6"6'-0"3'-5"8'-7"UP15 RFUT. DRY BAR
BM. PKT.2x64'-7"9'-5"7'-8"10'-4"TREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS36'-0"11'-6"7'-6"17'-0"6'-6"WALLEDGEWALLEDGE10'-0"2-9 1/2" LSL6068 P.D.2-9 1/2" LSL8/0x5/0 SL2-9 1/2" LSL6/0x4/0 SL63'-0"36'-0"27'-0"43'-0"
21'-0"22'-0"
2'-0"20'-0"63'-0"31'-6"31'-6"11'-0"20'-6"12'-0"19'-6"9"10'-6"9"8'-3"11'-3"9'-0"12'-6"
2'-0"24'-0"12'-0"7'-6"12'-0"4'-6"5'-7"6'-5" FAMILY/REC ROOM *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET3'-8"WHFURNF.D.92% MECH/STORAGE *CARPET266816'-8"5'-0"
11 7/8" I JOIST
19.2" O.C.
11 7/8" LSL
19.2" O.C.
11 7/8" I JOIST
19.2" O.C.TREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTREATED
2x8
16" O.C.TRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSH8'-4" POURED FOUNDATION),1,6+('64)72" LEDGE4'-0"1/2 WALL10'-0"
LOOKOUT
LOOKOUT WALKOUTWALKOUT2-9 1/2" LSL DROPPED1-11 7/8" LSL FLUSH
3-9 1/2" LVLDROPPED4x12 PSL W/COL. CAP333UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
Planco MN, Inc.C#21-097SMA472021 FIRST FLOOR PLAN 1/4" = 1'-0" FUP18 RDN15 R10"3'-9"3'-9"2068SH'SMICRO
OVEN/REF'G30" COOKTOP
W/ HOODVENT26682668SLSL30686/0x5/0 SL2-2x102868FIREDOOR50685068CHASEFUT.
D.Z.FUT. BENCH PED24682868 C.O.FUT. CAB.2-2x10PANT.*WOODS.B.LS2-9 1/2" LSL6068 P.D.2-2x103/0x4/0 SHTOP @ 7'-6"2-9 1/2" LSL8/0x5/0 SL FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM OFFICE *CARPET16x8 OVH. DR.9x8 OVH. DR.*4" CONC. FLOOR GARAGE *2x6 WALLS2-2x105/0x4/0 FXTEMPSET 3" OFF T.O.F.
24" FLR.TRUSS
24" O.C.
24" FLR.TRUSS
24" O.C.
24" FLR.TRUSS
24" O.C.*VINYL*VINYL WOOD PORCH 2/6x4/6 DH2-2x102x62x62x663'-0"36'-0"27'-0"14'-6"10'-0"11'-6"7'-6"7'-0"5'-0"5'-0"4'-6"7'-0"4'-0"6'-6" CAB.3'-0"4'-0"90"x48" COUNTER
TOP
2'-5"43'-0"
21'-0"22'-0"
2'-0"20'-0"63'-0"31'-6"31'-6"11'-0"20'-6"11'-3"8'-3"10'-6"9"5'-10"5'-2"10'-3"10'-3"36'-0"11'-6"7'-6"17'-0"5'-3"6'-6"5'-3"3'-9"3'-9"WALLEDGEWALLEDGE6'-6"6'-0"6"
9'-0"12'-0"9"6'-0"6'-0"3'-9"11'-0"4'-9"2'-10"6'-10"2'-6"7'-10"1'-10"
5'-5"1'-11"5'-10"3'-7"4'-7"4'-5"16'-7"4'-11"8'-6"4'-4"
12'-6"1,198 SQ. FT.9' CEILING @ FIRST FLOOR4"1'-0"4'-6"7'-6"2'-0"3-2x10SD/CO19'-6"12x12 BOXED COL.ON 18x18x42STONE BASETRUSSES24" O.C.2'-0"2'-0"*8" BOX VAULT10'-0"3-11 7/8" LVL FLUSH3-9 1/2" LSLFLUSH2-7 1/4" LSL2-7 1/4" LSL2-7 1/4" LSL2-11 7/8" LSL2-2x126'-0"GASF.P.1'-8"2'-1012"2'-412"2'-1012"2'-412"2-2x102/6x2/0 FXTOP @ 8'2-2x102/6x2/0 FXTOP @ 8'BWPsAbove355599CS-PFPFHPFH33575
Planco MN, Inc.C#21-097SMA572021 SECOND FLOOR PLAN 1/4" = 1'-0" DN18 R3'-9"3'-9"40682468PKT.2468PKT.74"5'-0" TUB
& SHOWER
1 PIECE FIB.24682668WD286818"LIN.2468PKT.2'-4"724874401'-6"*C.T.2'-4"GLASSPANELFREESTANDING
TUB
5/0x2/0 FX
2-2x10
96"246824683'-10"5'-8"3'-6"2668286872"x24" ISLAND
4068 C.O.2-2x103/0x5/0 SH2-2x103/0x5/0 SH2-2x102/6x4/6 SH*CARPET MASTER BEDROOM *CARPET W.I.C. *CARPET W.I.C. *CARPET BEDROOM #2 BEDROOM #3 *CARPET2'-0"6/0x5/0 SL2-2x105/0x4/6 SL2-2x102/6x2/0 FX2-2x102-2x105/0x6/0 FXTEMP
1'-0"
37'-0"12'-6"7'-6"17'-0"WALLEDGEWALLEDGE3'-9"3'-9"36'-0"11'-0"15'-10"9'-2"3'-8"1'-9"3'-9"2'-2"11'-6"2'-2"34'-0"
12'-6"21'-6"
7'-0"7'-6"7'-0"4'-0"32'-0"12'-0"9'-0"11'-0"6'-0"6'-0"4'-0"5'-0"5'-3"5'-9"1,228 SQ. FT.GIRDERACCESS
ATTICSD/COSDSDSD10"2x66'-10"2'-6"6'-6"2'-6"3'-8"4'-6"5'-10"8"7'-9"4'-5"2'-2"FFF*C.T.*C.T.TRUSSES
24" O.C.
TRUSSES
24" O.C.TRUSSES24" O.C.3'-9"3'-9"
3'-0"TOP @ 8'OFF LNDG.
2'-0"2'-0"*12" BOX VAULT1'
-
6
"*VINYL*VINYL*VINYLWALLHUNG LT1/2 WALL
W/ WD. CAP
20x14NICHESH'SCONTROLSTemper if within60" of tub floor.2222222222222222-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
Planco MN, Inc.C#21-097SMA672021 CROSS SECTION 3/8" = 1'-0" SHEATHINGR-21 INSUL.9'-11
8"3 1/2" CONC. FLOOR1/2" GYP. BD.VB
TRT. 4x6 CURB2X6- 16" O.C.3/4" T & G FLOOR5/8" GYP. BD.2x6- 16" O.C.GRADE2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.5/8" GYP. BD.W/ V.B.3/4" T & G FLOORR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.8'-11
8"24" FLOOR TRUSSES @ 24" O.C.SIDINGSHEATHING15 RISERSTRT. 4x6 CURB2X6- 16" O.C.18 RISERS R-49 INSUL.1'-0"SIDINGALUM.ALUM. FASCIASOFFITVENTED1'-5"2-7 1/4" LSL12x12 BOXEDCOLUMN6'-0"6'-6"73
8"PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMPROOFINGWATERR-10 W/ <2.6 ACHINSUL.R-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAMMIN. R-38@ CANT.11'-6"TRT. 4x4 CURB2X4- 16" O.C.GIRDERAPPLY STONE TO14x14x42 TREATEDPLYWOOD BOX11 7/8" I JTS. @ 19.2" O.C. OFFICE GREAT ROOM W.I.C. BEDROOM #2 FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFASCIAALUM. SOFFITVENTEDALUM.ENERGY HEEL1/2" SHTG.15# FELTSHINGLES1'-6"812ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT(DESIGNED BY MFR)TRUSSES @ 24" O.C.34'-0"3'-0" STORAGE 11 7/8" LSL @ 19.2" O.C.5/8" GYP. BD.612HOUSE WRAPHOUSE WRAP FAMILY/REC RM POURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS24x24 PADFOOTING12x16 PIERFOOTING6x6 POSTTRT. 6x6 POSTTRT. 2-2x102x8 JTS. @ 16" O.C.DECKING2'-0"8"2'-0"BOX VAULT @ GREAT ROOM77
16"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#21-097SMA772021 CROSS SECTION 3/8" = 1'-0" SHEATHINGSIDING1-2x6 TREATEDR-21 INSUL.9'-11
8"3 1/2" CONC. FLOOR1/2" GYP. BD.VB8'-4" POURED
WALL W/ REBARPER CODE3/4" T & G FLOORSILL PLATE5/8" GYP. BD.2x6- 16" O.C.WATERPROOFING21'-6"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.5/8" GYP. BD.W/ V.B.3/4" T & G FLOORR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.8'-11
8"24" FLOOR TRUSSES @ 19.2"O.C.4" CONC. FLOOR GARAGE GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORSR-49 INSUL.22'-0"10'-31
4"R-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAMDRAIN TILE R-10 W/ <2.6 ACHINSUL.1/2" GYP. BD. MASTER BATHROOM KITCHEN FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS11 7/8" I JTS. @ 19.2" O.C.5/8" GYP. BD. BEDROOM #4 FASCIAALUM. SOFFITVENTEDALUM.ENERGY HEEL1/2" SHTG.15# FELTSHINGLES1'-6"812ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT(DESIGNED BY MFR)TRUSSES @ 24" O.C.(DESIGNED BY MFR)TRUSSES @ 24" O.C.HOUSE WRAPFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSPOURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.12'-1"2'-5"
BASEMENT PLAN (2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED 2-2x102868266854"24685'-0" TUB& SHOWER1 PIECE FIB.30"x30"x12"CONC. PAD FTG.30"x48"x12"CONC. PAD FTG.30"x30"x12"CONC. PAD FTG.246818"x24"
LIN.F*VINYL4'-6"5'-0"8'-6"6'-0"3'-5"8'-7"UP15 RFUT. DRY BAR
BM. PKT.2x64'-7"9'-5"7'-8"10'-4"TREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS36'-0"11'-6"7'-6"17'-0"6'-6"WALLEDGEWALLEDGE10'-0"3-2x106068 P.D.3-2x108/0x5/0 SL3-2x106/0x4/0 SL63'-0"36'-0"27'-0"43'-0"
21'-0"22'-0"
2'-0"20'-0"63'-0"31'-6"31'-6"11'-0"20'-6"12'-0"19'-6"9"10'-6"9"8'-3"11'-3"9'-0"12'-6"
2'-0"24'-0"12'-0"7'-6"12'-0"4'-6"5'-7"6'-5" FAMILY/REC ROOM *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET3'-8"WHFURNF.D.92% MECH/STORAGE *CARPET266817'-0"4'-8"
11 7/8" I JOIST
19.2" O.C.
11 7/8" LSL19.2" O.C.
11 7/8" I JOIST
19.2" O.C.TREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTREATED
2x8
16" O.C.TRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSH2" LEDGE4'-0"1/2 WALL10'-0"
LOOKOUT
LOOKOUT WALKOUTWALKOUTBWL 110'3'3'3'2-8-2022
FIRST FLOOR PLAN FUP18 RDN15 R10"3'-9"3'-9"2068SH'SMICRO
OVEN/REF'G30" COOKTOP
W/ HOODVENT26682668SLSL30686/0x5/0 SL2-2x102868FIREDOOR50685068CHASEFUT.
D.Z.FUT. BENCH PED24682868 C.O.FUT. CAB.2-2x10PANT.*WOODS.B.LS2-9 1/2" LSL6068 P.D.2-2x103/0x4/0 SHTOP @ 7'-6"2-9 1/2" LSL8/0x5/0 SL FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM OFFICE *CARPET16x8 OVH. DR.9x8 OVH. DR.*4" CONC. FLOOR GARAGE *2x6 WALLS2-2x105/0x4/0 FXTEMPSET 3" OFF T.O.F.
24" FLR.TRUSS
24" O.C.
24" FLR.TRUSS
24" O.C.
24" FLR.TRUSS
24" O.C.*L.V.T.*L.V.T. WOOD PORCH 2/6x4/6 DH2-2x102x62x62x663'-0"36'-0"27'-0"14'-6"10'-0"11'-6"7'-6"7'-0"5'-0"5'-0"4'-6"7'-0"4'-0"6'-6" CAB.3'-0"4'-0"90"x48" COUNTER
TOP
2'-5"43'-0"
21'-0"22'-0"
2'-0"20'-0"63'-0"31'-6"31'-6"11'-0"20'-6"11'-3"8'-3"10'-6"9"5'-10"5'-2"10'-3"10'-3"36'-0"11'-6"7'-6"17'-0"5'-3"6'-6"5'-3"3'-9"3'-9"WALLEDGEWALLEDGE6'-6"6'-0"6"
9'-0"12'-0"9"6'-0"6'-0"3'-9"11'-0"4'-9"2'-10"6'-10"2'-6"7'-10"1'-10"
5'-5"1'-11"5'-10"3'-7"4'-7"4'-5"16'-7"4'-11"8'-6"4'-4"
12'-6"4"1'-0"4'-6"7'-6"2'-0"3-2x10SD/CO19'-6"12x12 BOXED COL.ON 18x18x42STONE BASETRUSSES24" O.C.2'-0"2'-0"*8" BOX VAULT10'-0"3-11 7/8" LVL FLUSH3-9 1/2" LSLFLUSH2-7 1/4" LSL2-7 1/4" LSL2-7 1/4" LSL2-11 7/8" LSL2-2x126'-0"GASF.P.1'-8"2'-1012"2'-412"2'-1012"2'-412"2-2x102/6x2/0 FXTOP @ 8'2-2x102/6x2/0 FXTOP @ 8'BWL 2BWL 3BWL 4BWL 5BWL 640'32'32'5'4'4'3'3'3'5'9'9'9'5'5'SEE DETAIL 1/PF-1SEE DETAIL 2/PF-15'7'2-8-2022
SECOND FLOOR PLAN DN17 R3'-9"3'-9"40682468PKT.2468PKT.74"5'-0" TUB
& SHOWER
1 PIECE FIB.24682668LTWD27"286818"LIN.2468PKT.2'-0"844874481'-6"*C.T.2'-8"GLASSPANEL36x66
FREESTANDING
TUB
5/0x2/0 FX
2-2x10
96"246824683'-10"5'-8"3'-6"2668286872"x24" ISLAND
4068 C.O.2-2x103/0x5/0 SH2-2x103/0x5/0 SH2-2x102/6x4/6 SH*CARPET MASTER BEDROOM *CARPET W.I.C. *CARPET W.I.C. *CARPET BEDROOM #2 BEDROOM #3 *CARPET2'-0"6/0x5/0 SL2-2x105/0x4/6 SL2-2x102/6x2/0 FX2-2x102-2x105/0x6/0 FXTEMP
1'-0"
37'-0"12'-6"7'-6"17'-0"WALLEDGEWALLEDGE3'-9"3'-9"36'-0"11'-0"15'-10"9'-2"3'-8"1'-9"3'-9"2'-2"11'-6"2'-2"34'-0"
12'-6"21'-6"
7'-0"7'-6"7'-0"4'-0"32'-0"12'-0"9'-0"11'-0"6'-0"6'-0"4'-0"5'-0"5'-3"5'-9"GIRDERACCESS
ATTICSD/COSDSDSD10"2x66'-10"2'-6"6'-6"2'-6"3'-8"4'-6"5'-10"8"7'-9"4'-5"1'-6"FFF*C.T.*C.T.TRUSSES
24" O.C.
TRUSSES
24" O.C.TRUSSES24" O.C.3'-9"3'-9"
3'-0"TOP @ 8'OFF LNDG.BWL 7BWL 8BWL 9BWL 1035'35'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2-8-2022
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 10Spacing - ft 10 40 40 32 32 32 35 35 35 35Level 3 2 2 2 2 2 1 1 1 1Length req'd- ft 5 11.5 11.5 9.5 9.5 9.5 5.3 5.3 5.3 5.3per Table R602.10.3(1)Adjustments:Exposure 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4Eave to ridge Height 1 1 1 1 1 1 1 1 1 1Wall Height 0.9 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9# of BWL 1 1 1 1.3 1.3 1.3 1 1 1 14" Gyp WB w.block joints1 1 1 1 1 1 1 1 1 1Adjusted Length 6.3 15.3 15.3 16.4 16.4 16.4 6.7 6.7 6.7 6.7Chhoun & Srors Residence19977 Harrisburg Way, Lakeville, MN Sheet
Stone Cottage
HVAC Load Calculations
for
Chhoun-srors
19977 Harrisburg Way
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Monday, January 3, 2022
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, January 3, 2022
Client Name:Chhoun-srors
Client Address:19977 Harrisburg Way
Client City:Lakeville,mn
Company Name:Lofgren Heating
Company Representative:Randy Andrews
Company Address:5708 Upper 147th Street West
Company City:Apple Vallley, MN 55124
Company E-Mail Address:rrandrews@lofgrenheating-ac.com
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces North
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:1,336 CFM Per Square ft.:0.367
Square ft. of Room Area:3,638 Square ft. Per Ton:1,228
Volume (ft³) of Cond. Space:32,742
Building Loads
Total Heating Required Including Ventilation Air:54,601 Btuh 54.601 MBH
Total Sensible Gain:28,863 Btuh 81 %
Total Latent Gain:6,682 Btuh 19 %
Total Cooling Required Including Ventilation Air:35,545 Btuh 2.96 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:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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
103 CFM 53 CFM
Infiltration Actual:0.250 AC/hr 0.130 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 24,608 X 24,608
6,152 Cu.ft./hr 3,199 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:103 CFM 53 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 (103 CFM), Construction: Unknown
Summer Infiltration Specified:0.130 AC/hr (53 CFM), Construction: Unknown
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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 2.96 1,228 3,638 28,863 6,682 35,545 54,601 1,042 1,336 1,336
System 1 Yes 2.96 1,228 3,638 28,863 6,682 35,545 54,601 1,042 1,336 1,336 24x10
Ventilation 340 1,352 1,692 4,550
Zone 1 3,638 28,523 5,330 33,853 50,051 1,042 1,336 1,336 24x10
1-Main Level 1,205 11,094 1,855 12,949 18,297 381 520 520 6--6
2-Upper Level 1,228 13,610 2,461 16,071 19,688 410 638 638 8--6
3-Lower Level 1,205 3,819 1,014 4,833 12,066 251 179 179 2--6
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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 0.1 441.2 381 520 520 6--6
2-Upper Level 450 750 0 0.1 0.1 405.9 410 638 638 8--6
3-Lower Level 450 750 0 0.1 0.1 455.6 251 179 179 2--6
Other Ducts
Supply Main Trunk 650 900 0 0.1 0.1 801.8 1,042 1,336 1,336 24x10
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:1042
Cooling Flow:1336
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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, Btuh25.1% Diff. from Avg.
0
10,000
20,000
30,000
40,000
50,000
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 25.1%.
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:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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
631 17,567 0 15,227 15,227
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
2261 12,785 0 1,955 1,955
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
972 4,143 0 0 0
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation
1228 2,137 0 1,179 1,179
21A-24: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 24' wide
1205 2,621 0 0 0
Subtotals for structure:40,531 0 18,713 18,713
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: 103, Summer CFM: 53 9,520 1,030 740 1,770
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
Total Building Load Totals:54,601 6,682 28,863 35,545
Check Figures
Total Building Supply CFM:1,336 CFM Per Square ft.:0.367
Square ft. of Room Area:3,638 Square ft. Per Ton:1,228
Volume (ft³) of Cond. Space:32,742
Building Loads
Total Heating Required Including Ventilation Air:54,601 Btuh 54.601 MBH
Total Sensible Gain:28,863 Btuh 81 %
Total Latent Gain:6,682 Btuh 19 %
Total Cooling Required Including Ventilation Air:35,545 Btuh 2.96 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:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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
54,601
Btuh
Floor 5%Roof 4%
Wall 31%
Glass 32%
Door 2%
Infiltration 17%
Ventilation 8%
Building
Gain
35,545
Btuh
Roof 3%Wall 6%
Glass 43%
Door 1%
People 11%
Equipment 27%
Infiltration 5%Ventilation 5%
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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
54,601
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 31%Door 2%Ventilation 8%
Roof 4%Glass 32%Infiltration 17%
Building
Gain
35,545
Btuh
0
5,000
10,000
15,000
20,000
Roof 3%Glass 43%People 11%Infiltration 5%
Wall 6%Door 1%Equipment 27%Ventilation 5%
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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
631 17,567 0 15,227 15,227
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
2261 12,785 0 1,955 1,955
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
972 4,143 0 0 0
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation
1228 2,137 0 1,179 1,179
21A-24: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 24' wide
1205 2,621 0 0 0
Subtotals for structure:40,531 0 18,713 18,713
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: 103, Summer CFM: 53 9,520 1,030 740 1,770
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
System 1 Whole House Load Totals:54,601 6,682 28,863 35,545
Check Figures
Supply CFM:1,336 CFM Per Square ft.:0.367
Square ft. of Room Area:3,638 Square ft. Per Ton:1,228
Volume (ft³) of Cond. Space:32,742
System Loads
Total Heating Required Including Ventilation Air:54,601 Btuh 54.601 MBH
Total Sensible Gain:28,863 Btuh 81 %
Total Latent Gain:6,682 Btuh 19 %
Total Cooling Required Including Ventilation Air:35,545 Btuh 2.96 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:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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
54,601
Btuh
Floor 5%Roof 4%
Wall 31%
Glass 32%
Door 2%
Infiltration 17%
Ventilation 8%
System
1 Whole
House
Gain
35,545
Btuh
Roof 3%Wall 6%
Glass 43%
Door 1%
People 11%
Equipment 27%
Infiltration 5%Ventilation 5%
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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
54,601
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 31%Door 2%Ventilation 8%
Roof 4%Glass 32%Infiltration 17%
System
1 Whole
House
Gain
35,545
Btuh
0
5,000
10,000
15,000
20,000
Roof 3%Glass 43%People 11%Infiltration 5%
Wall 6%Door 1%Equipment 27%Ventilation 5%
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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
631 17,567 0 15,227 15,227
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
2261 12,785 0 1,955 1,955
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
972 4,143 0 0 0
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation
1228 2,137 0 1,179 1,179
21A-24: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 24' wide
1205 2,621 0 0 0
Subtotals for structure:40,531 0 18,713 18,713
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: 103, Summer CFM: 53 9,520 1,030 740 1,770
System 1, Zone 1 Load Totals:50,051 5,330 28,523 33,853
Check Figures
Supply CFM:1,336 CFM Per Square ft.:0.367
Square ft. of Room Area:3,638 Square ft. Per Ton:1,290
Volume (ft³) of Cond. Space:32,742
Zone Loads
Total Heating Required:50,051 Btuh 50.051 MBH
Total Sensible Gain:28,523 Btuh 84 %
Total Latent Gain:5,330 Btuh 16 %
Total Cooling Required:33,853 Btuh 2.82 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:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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
50,051
Btuh
Floor 5%Roof 4%
Wall 34%
Glass 35%
Door 3%
Infiltration 19%
System
1, Zone
1
Gain
33,853
Btuh
Roof 3%Wall 6%
Glass 45%
Door 1%
People 11%
Equipment 28%
Infiltration 5%
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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
50,051
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 34%Door 3%
Roof 4%Glass 35%Infiltration 19%
System
1, Zone
1
Gain
33,853
Btuh
0
5,000
10,000
15,000
20,000
Roof 3%Glass 45%People 11%Infiltration 5%
Wall 6%Door 1%Equipment 28%
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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:1,205.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,205.0 sq.ft.Supply Air:520 CFM
Ceiling Height:9.0 ft.Supply Air Changes:2.9 AC/hr
Volume:10,845.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:6 Actual Winter Vent.:51 CFM
Runout Air:87 CFM Percent of Supply.:10 %
Runout Duct Size:6 in.Actual Summer Vent.:27 CFM
Runout Air Velocity:441 ft./min.Percent of Supply:5 %
Runout Air Velocity:441 ft./min.Actual Winter Infil.:45 CFM
Actual Loss:0.122 in.wg./100 ft.Actual Summer Infil.:24 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
S -Wall-12F-0sw 36 X 9 227 0.065 5.7 1,284 0.9 0 196
N -Wall-12F-0sw 36 X 9 246 0.065 5.7 1,391 0.9 0 213
W -Wall-12F-0sw 36 X 9 249 0.065 5.7 1,408 0.9 0 215
E -Wall-12F-0sw 36 X 9 274 0.065 5.7 1,549 0.9 0 237
N -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
S -Gls-4A-1a-o shgc-0.33 0%S 97 0.320 27.8 2,700 19.2 0 1,861
N -Gls-4A-1a-o shgc-0.33 100%S 57 0.320 27.8 1,587 10.4 0 593
W -Gls-4A-1a-o shgc-0.33 0%S 54 0.320 27.8 1,503 35.0 0 1,890
E -Gls-4A-1a-o shgc-0.33 0%S 50 0.320 27.8 1,392 35.0 0 1,750
Subtotals for Structure:14,092 0 7,307
Infil.: Win.: 45.3, Sum.: 23.6 1,296 3.245 4,205 0.252 455 327
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:1,000 3,000
Room Totals:18,297 1,855 11,094
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Stone Cottage
Farmington, MN 55024 Page 18
Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:1,228.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,228.0 sq.ft.Supply Air:638 CFM
Ceiling Height:9.0 ft.Supply Air Changes:3.5 AC/hr
Volume:11,052.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:8 Actual Winter Vent.:55 CFM
Runout Air:80 CFM Percent of Supply.:9 %
Runout Duct Size:6 in.Actual Summer Vent.:33 CFM
Runout Air Velocity:406 ft./min.Percent of Supply:5 %
Runout Air Velocity:406 ft./min.Actual Winter Infil.:46 CFM
Actual Loss:0.103 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
N -Wall-12F-0sw 36 X 9 261 0.065 5.7 1,476 0.9 0 226
S -Wall-12F-0sw 36 X 9 283 0.065 5.7 1,600 0.9 0 245
E -Wall-12F-0sw 37 X 9 263 0.065 5.7 1,487 0.9 0 227
W -Wall-12F-0sw 37 X 9 243 0.065 5.7 1,374 0.9 0 210
N -Gls-4A-1a-o shgc-0.33 100%S 63 0.320 27.8 1,754 10.4 0 656
S -Gls-4A-1a-o shgc-0.33 0%S 41 0.320 27.8 1,141 19.2 0 786
E -Gls-4A-1a-o shgc-0.33 0%S 70 0.320 27.8 1,949 35.0 0 2,450
W -Gls-4A-1a-o shgc-0.33 0%S 90 0.320 27.8 2,506 35.0 0 3,150
UP-Ceil-16B-50 1228 X 1 1228 0.020 1.7 2,137 1.0 0 1,179
Subtotals for Structure:15,424 0 9,129
Infil.: Win.: 45.9, Sum.: 23.9 1,314 3.245 4,264 0.252 461 331
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:1,000 3,000
Room Totals:19,688 2,461 13,610
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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:1,205.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,205.0 sq.ft.Supply Air:179 CFM
Ceiling Height:9.0 ft.Supply Air Changes:1.0 AC/hr
Volume:10,845.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:2 Actual Winter Vent.:34 CFM
Runout Air:89 CFM Percent of Supply.:19 %
Runout Duct Size:6 in.Actual Summer Vent.:9 CFM
Runout Air Velocity:456 ft./min.Percent of Supply:5 %
Runout Air Velocity:456 ft./min.Actual Winter Infil.:11 CFM
Actual Loss:0.130 in.wg./100 ft.Actual Summer Infil.:6 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
S -Wall-12F-0sw 36 X 9 215 0.065 5.7 1,216 0.9 0 186
N -Wall-15B0-10sf-10 36 X 9 324 0.049 4.3 1,381 0.0 0 0
W -Wall-15B0-10sf-10 36 X 9 324 0.049 4.3 1,381 0.0 0 0
E -Wall-15B0-10sf-10 36 X 9 324 0.049 4.3 1,381 0.0 0 0
S -Gls-4A-1a-o shgc-0.33 0%S 109 0.320 27.8 3,035 19.2 0 2,091
Floor-21A-24 1 X 1205 1205 0.025 2.2 2,621 0.0 0 0
Subtotals for Structure:11,015 0 2,277
Infil.: Win.: 11.3, Sum.: 5.9 324 3.244 1,051 0.253 114 82
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:500 1,000
Room Totals:12,066 1,014 3,819
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Stone Cottage
Farmington, MN 55024 Page 20
Room Cooling and Heating Loads Bar Graphs
Cooling
Heating
Btuh
Lower Level
Upper Level
Main Level
0 5,000 10,000 15,000 20,000
C:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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 1,205 18,297 381 6-6 441 11,094 1,855 520 520
2 Upper Level 1,228 19,688 410 8-6 406 13,610 2,461 638 638
3 Lower Level 1,205 12,066 251 2-6 456 3,819 1,014 179 179
Ventilation 4,550 340 1,352
System 1 total 3,638 54,601 1,042 28,863 6,682 1,336 1,336
System 1 Main Trunk Size:24x10 in.
Velocity:802 ft./min
Loss per 100 ft.:0.090 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.96 81% / 19%28,863 6,682 35,545
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:\ ...\19977 HARRISBURG LAKEVILLE 01032022.rhv Monday, January 3, 2022, 11:50 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):
28,863Residential 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:
54,601
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
Lakeville19977 Harrisburg Way
BC636874
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
35,545
Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
New residential building permits WILL NOT be issued without this completed form.
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
Primary Contact: _________________________________________________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Description of Land Disturbing Activity: _____________________________________________________
NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___
If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an
erosion and sediment control plan MUST be submitted with the residential building permit application.
“The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities
in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater
Permit.” (NPDES Construction Stormwater Permit, MPCA)
“The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least
once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.”
(NPDES Construction Stormwater Permit, MPCA)
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name of Person: ________________________________Company: _______________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Entity that Provided Training: ________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots.
No land disturbing activity may begin until a residential building permit has been issued.
I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER;
withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater
Permit (MN R 100001) or erosion and sediment control plan.
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
01/24/22 X
KP