HomeMy WebLinkAboutLA198718 - 19808 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 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
GRADE LINESVERIFY ALLTO BE S.P.F. #2 OR BETTER*ALL DOOR & WINDOW HEADERSRESIDENCE FOR:cPlanco 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,written consent of Planco MN, Inc. VLADIMIR & NICOLE ILIC
STONE COTTAGE CONSTRUCTION, INC.#21-075SMA152021 FRONT ELEVATION 1/4" = 1'-0" (2) CEDAR BRACKETS12/126" CEDAR BOXED BM.6x6 CEDAR812121212125122'-0"1'-6"VINYLB & BVINYLB & BVINYLB & BVINYLB & BVINYLB & B18x8 OVH. DR.9x8 OVH. DR.4" TRIM4" TRIMTOTAL2nd FLR.1st FLR.1,811 SQ. FT.1,175 SQ. FT.2,986 SQ. FT.9' POURED FOUNDATION10' CEILING @ FIRST FLOORWOOD PORCH12x12 CEDARCOLUMNVINYL B & BFRONT ONLYVINYL SIDINGSIDES & REARMARVIN ESSENTIALWINDOWSWDW. GRIDS AS SHOWNFRONT ONLYALUM SOFFIT & FASCIAALL SIDES2/6x4/0 FXBLACKED OUT RIGHT ELEVATION 1/8" = 1'-0" 12581212/121'-6"VINYLCORNERSSIDINGVINYL SIDINGVINYL WDW. WELLEGRESS REAR ELEVATION 1/8" = 1'-0" 812812125SIDINGVINYL SIDINGVINYL VINYLCORNERS8x7 OVH. DR. LEFT ELEVATION 1/8" = 1'-0" VINYLB & B8128121212SIDINGVINYL VINYLCORNERSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/07/2022dmathews
cPlanco MN, Inc.#21-07525SMA2021 BASEMENT PLAN 1/4" = 1'-0" ),1,6+('64)7 (;&/8'(667$,56 UNEXCAVATED UP17 R603424682468266826685/0x4/0 SL
2-2x10
5/0x4/0 SL
2-2x10 LIN.4068 C.O.
48"*L.V.T.1 PIECE FIB.3068 FAMILY/REC ROOM *CARPET BEDROOM #3 BEDROOM #4 *CARPET*CARPETSD/COSDSD W.I.C. *CARPET MECH/STORAGE *UNFINISHEDWHFURNF.D.92%2-
2
x
1
0 49'-0"15'-0"14'-0"20'-0"49'-0"45'-0"4'-0"19'-6"7'-6"18'-0"WALLEDGEWALLEDGE68'-0"9'-0"35'-6"32'-6"12'-0"20'-6"23'-6"12'-0"9'-0"
52'-0"
25'-6"26'-6"
2'-0"23'-6"
16'-0"
12'-6"2'-6"12'-0"F2x613'-0"19'-0"2" LEDGE6'-8"14'-0"5'-10"
3'-9"3'-9"4'-0"3'-9"3'-9"4'-0"TREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS6'-2"5'-0"6'-8"3'-9"3'-9"10"11'-4"6'-4"14'-6"1'-9"10'-4"24'-0"
8'-10"11'-2"6'-3"14'-7"9'-2"6'-0"
2'-6"TREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSSUMP9' POURED FOUNDATIONTRT. 2-2x10 FLUSHTRT. 3-2x10 FLUSHTREATED
2x10
16" O.C.6"6'-6"7'-0"TRT. 6x6 POSTON 24"x42" CONC.TUBE FTG.14'-0"TRENCH DRAIN11 7/8" I JOIST16" O.C.
11 7/8" I JOIST
16" O.C.
11 7/8" I JOIST
16" O.C.
11 7/8" I JOIST
19.2" O.C.
11 7/8" LSL16" O.C.
11 7/8" LSL
16" O.C.BM. PKT.SERIES 560
26682-2x122-11 7/8" LVL DROPPEDSOFFIT FUT. WET BAR *R.I. SINK1'-8"6'-2"6'-4"
12'-6"
TREATED
2x10
16" O.C.TRT. 3-2x10 FLUSH1'-6"9'-0"1'-0"8'-6"6"6"2-11 7/8" LVL DROPPEDRAILRADONVENTFUT. GAS F.P.R.I. GAS
2668266826683 1/2"x5 1/4"PSL COL.30"x30"x12"CONC. PAD FTG.30"x30"x12"CONC. PAD FTG.TREATED2x816" O.C.TREATED
2x8
16" O.C.
TREATED
2x8
16" O.C.TRT. 2-2x8 FLUSHTRT. 2-2x8 FLUSHTRT. 3-2x10 FLUSH
1'-6"3'-0"TRT. 5 1/4"x9 5/8"
GLULAM DROPPED
SIMPSON TITEN 2 CONC SCREWS1/4"x1 3/4" (TTNS-25134H) FORCONNECTION TO CONC.SIMPSON SDS STRUC. WOOD SCREWS(SUPPLIED W/ HANGER) FORCONNECTION TO WOODBWPsAboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
cPlanco MN, Inc.#21-07535SMA2021TRUSSES
24" O.C. FIRST FLOOR PLAN 1/4" = 1'-0" 18x8 OVH. DR.9x8 OVH. DR.BUILT-INS GASF.P.BUILT-INS5'-0" TUB& SHOWER1 PIECE FIB.246824682868266818x24
LIN.48"724849'-0"30802468 C.O.2468PKT.1668LIN.2468PKT.246884"8x7 OVH. DR.3068FULLVIEW2868PKT.5068 BI-PASSSH'S2880 C.O.LTSTACKW & D66" BENCH45" CUBBIES45" CUBBIES3068FIREDOOR28682480PKT.MICROOVEN/REF'G12" CAB.
92"x48" C. TOP
30" RANGE
W/ HOODVENT
RAIL 15'-0"14'-0"20'-0"6"13'-6"14'-0"3'-0"7'-0"7'-0"6'-3"8'-9"3"3"2-2x102-2x104/0x5/6 SHTOP @ 7'-6"49'-0"45'-0"4'-0"11'-4"2'-6"5'-8"7'-6"18'-0"5'-11"6'-4"5'-9"3'-9"3'-9"WALLEDGEWALLEDGE1'-8"1'-10"DN17 R2-2x105/0x6/0 FX TEMPSET 3" OFF FDN.3'-9"3'-9"4'-6"5'-10"10"2'-0"7'-8"1'-8"2-2x102/0x2/0 FX 2-2x102/0x2/0 FX3/0x5/0-2 SH2-2x1068'-0"2/6x4/6-2 SH2-2x109'-0"35'-6"32'-6"12'-0"20'-6"23'-6"12'-0"6'-0"6'-0"6'-6"2-2x1013'-3"13'-8"2'-6"7'-10"6'-9"7'-9"11'-10"5'-4"4'-4" FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM *CARPET W.I.C. PANTRY*WOOD MASTER BEDROOM *CARPET OFFICE/BEDROOM #2 *CARPETFFF4'-8"9'-0"6'-2"*C.T.*C.T.FIB. BASEC.T. WALLSNICHE4'-0"7'-6"
15'-6"11'-0"
2'-8"10'-6"2'-4"4'-0"7'-0"
3/0x5/6 SH
TOP @ 7'-6"
2-2x0
3/0x5/6 SH
TOP @ 7'-6"
2-2x0
2/6x4/0 SH
2-2x0 2'-6"2'-6"2x62x62-2x10
9'-0"16'-0"10'-3"10'-3"5'-8"6'-4"52'-0"
25'-6"26'-6"
2'-0"23'-6"5'-10" WOOD PORCH 1'-0"8'-6"12'-0"5'-6"2'-6"4'-0"10'-4"3'-6"2x6 MUD RM *VINYL*VINYL*VINYL6"F.P.GAS1'-6"5'-9" (FRAMING)
5'-10" (FINISHED)3068SCREENDOOR SCREEN PORCH *4x4 POSTSTRUSSES24" O.C.TRUSSES24" O.C.TRUSSES24" O.C.4'-0"8'-8"1'-4"1,811 SQ. FT.10' CEILING @ FIRST FLOOR7'-0"13'-4"TRUSSES24" O.C.GIRDERTRUSSES24" O.C.ACCESS
ATTIC
12'-8"14'-8"
8'-6" CAB.SDSDSDSD/CO13'-0"19'-0"6" BOXED BM.3"3"1/6x5/0 FX1/6x5/0 FXTOP @ 8'TOP @ 8'TRENCH DRAIN GARAGE *4" CONC. FLOOR*2x6 WALLS*INSUL. WALLS & CLG.SOFFIT @ 9'*BOX VAULT1'-6"8'-0"4'-10"3'-6"4'-0"GIRDERRADONVENT3/0x5/6 SH
3" SPACE
2'-3"
TOP @ 9'3"3"3/0x1/6-3 FX3/0x5/6-3 SHTOP @ 9'2x62x2REF'GRECESS2880 C.O.8'x4' CONC. APRON3-11 7/8" LVL*VAULTRIDGE OFVAULT3-2x103" SPACE3/0x1/6 FX
2-2x10
3/0x5/6 SH
3" SPACE
3/0x1/6 FX
2-2x10
2'-3"3/0x1/6-3 FX3/0x5/6-3 SHTOP @ 9'2-2x103" SPACE3080 C.O.3-2x63-2x62-2x10
2-9 1/2" LSL
2-2x122-2x122-11 7/8" LVL
2-11 7/8" LSL
2-11 7/8" LSLTemperTemper333333366PFHPFHCS-PF33StrapStrapStrapCO-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
cPlanco MN, Inc.#21-07545SMA2021 CROSS SECTION 3/8" = 1'-0" 1-2x6 TREATED3 1/2" CONC. FLOOR9'-0" POURED
WALL W/ REBARPER CODESILL PLATEWATER PROOFINGGRADESHEATHINGSIDINGR-21 INSUL.10'-11
8"R-20 SPRAY FOAM1/2" GYP. BD.VB11 7/8" I JTS. @ 16" O.C.3/4" T & G FLOOR2x6- 16" O.C.36'-0"5/8" GYP. BD.W/ V.B.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.SIDINGSHEATHING5/8" GYP. BD.(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.5/4 DECKINGTRT. 2x10 JTS. @ 16" O.C.TRT. 3-2x1012'-0"12'-6"TRT. 6x6 POST GREAT ROOM FAMILY ROOM 8'-0"1'-0"R-10 W/ <2.6 ACHINSUL.DRAIN TILE 9'-0" POUREDWALL W/ REBARPER CODEWATER PROOFINGR-10 W/ <2.6 ACHINSUL.DRAIN TILE GRADE1-2x6 TREATEDSILL PLATEFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS9 1/2" I JTS. @ 16" O.C.5/8" GYP. BD.17 RISERS CROSS SECTION 3/8" = 1'-0" 9'-0" POUREDWALL W/ REBARPER CODEWATER PROOFINGR-10 W/ <2.6 ACHINSUL.GRADE1-2x6 TREATEDSILL PLATEFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS3- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS10"7 7
16"FASCIAALUM. SOFFITVENTEDALUM.1/2" SHTG.15# FELTSHINGLES1'-6"812ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFITENERGY HEEL1'-6" FOYER 24x24 PADFOOTING12x16 PIERFOOTING11 7/8" LSL JTS. @ 16" O.C. MECH/STORAGE R-20 SPRAY FOAM2-9 1/2" LSL6" CEDAR BOXED BM.TRT. 6x6 POST12x12 BOXEDCEDAR COL.71116"2-11 7/8" LVL ROOF PLAN 1/8" = 1'-0" 81281281281212121212125121281212/121'-6"1'-6"2'-0"1'-0"1'-6"1'-0"1'-0"1'-0"
cPlanco MN, Inc.#21-07555SMA2021 CROSS SECTION 3/8" = 1'-0" BEDROOM #3 3 1/2" CONC. FLOOR
SHEATHINGSIDINGR-20 SPRAY FOAMR-21 INSUL.10'-118"R-20 SPRAY FOAM1/2" GYP. BD.VB3/4" T & G FLOOR2x6- 16" O.C.25'-0"5/8" GYP. BD.W/ V.B.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.5/8" GYP. BD.1-2x6 TREATED9'-0" POUREDWALL W/ REBARSILL PLATEPER CODEWATER PROOFING4" CONC. FLOOR GARAGE GRADEPOURED WALLSLOPE TO DOORSFASCIAALUM. ALUM.SOFFITVENTED1'-6"ENERGY HEEL(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.22'-0" MASTER BEDROOM R-10 W/ <2.6 ACHINSUL.DRAIN TILE 1/2" GYP. BD.1/2" SHTG.15# FELTSHINGLES812ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT71116"9'-0" POUREDWALL W/ REBARPER CODEWATER PROOFINGR-10 W/ <2.6 ACHINSUL.DRAIN TILE GRADE1-2x6 TREATEDSILL PLATEFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS11'-31
4"11 7/8" I JTS. @ 16" O.C. BEDROOM #4 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. FANSIDINGSHEATHINGR-49 INSUL.2x6- 16" O.C.VBR-21 INSUL.
TRUSSES
24" O.C. FIRST FLOOR PLAN 1/4" = 1'-0" 18x8 OVH. DR.9x8 OVH. DR.BUILT-INS GASF.P.BUILT-INS5'-0" TUB& SHOWER1 PIECE FIB.246824682868266818x24LIN.48"724849'-0"30802468 C.O.2468PKT.1668LIN.2468PKT.246884"8x7 OVH. DR.3068FULLVIEW2868PKT.5068 BI-PASSSH'S2880 C.O.LTSTACKW & D66" BENCH45" CUBBIES45" CUBBIES3068FIREDOOR28682480PKT.MICROOVEN/REF'G12" CAB.
92"x48" C. TOP
30" RANGE
W/ HOODVENT
RAIL 15'-0"14'-0"20'-0"6"13'-6"14'-0"3'-0"7'-0"7'-0"6'-3"8'-9"3"3"2-2x102-2x104/0x5/6 SHTOP @ 7'-6"49'-0"45'-0"4'-0"11'-4"2'-6"5'-8"7'-6"18'-0"5'-11"6'-4"5'-9"3'-9"3'-9"WALLEDGEWALLEDGE1'-8"1'-10"DN17 R2-2x105/0x6/0 FX TEMPSET 3" OFF FDN.3'-9"3'-9"4'-6"5'-10"10"2'-0"7'-8"1'-8"2-2x102/0x2/0 FX 2-2x102/0x2/0 FX3/0x5/0-2 SH2-2x1068'-0"2/6x4/6-2 SH2-2x109'-0"35'-6"32'-6"12'-0"20'-6"23'-6"12'-0"6'-0"6'-0"6'-6"2-2x1013'-3"13'-8"2'-6"7'-10"6'-9"7'-9"11'-10"5'-4"4'-4" FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM *CARPET W.I.C. PANTRY*WOOD MASTER BEDROOM *CARPET OFFICE/BEDROOM #2 *CARPETFFF4'-8"9'-0"6'-2"*C.T.*C.T.FIB. BASEC.T. WALLSNICHE4'-0"7'-6"
15'-6"11'-0"
2'-8"10'-6"2'-4"4'-0"7'-0"
3/0x5/6 SH
TOP @ 7'-6"
2-2x0
3/0x5/6 SH
TOP @ 7'-6"
2-2x0
2/6x4/0 SH
2-2x0 2'-6"2'-6"2x62x62-2x10
9'-0"16'-0"10'-3"10'-3"5'-8"6'-4"52'-0"
25'-6"26'-6"
2'-0"23'-6"5'-10" WOOD PORCH 1'-0"8'-6"12'-0"5'-6"2'-6"4'-0"10'-4"3'-6"2x6 MUD RM *VINYL*VINYL*VINYL6"F.P.GAS1'-6"5'-9" (FRAMING)
5'-10" (FINISHED)3068SCREENDOOR SCREEN PORCH *4x4 POSTSTRUSSES24" O.C.TRUSSES24" O.C.TRUSSES24" O.C.4'-0"8'-8"1'-4"1,811 SQ. FT.10' CEILING @ FIRST FLOOR7'-0"13'-4"TRUSSES24" O.C.GIRDERTRUSSES24" O.C.ACCESS
ATTIC
12'-8"14'-8"
8'-6" CAB.SDSDSDSD/CO13'-0"19'-0"6" BOXED BM.3"3"1/6x5/0 FX1/6x5/0 FXTOP @ 8'TOP @ 8'TRENCH DRAIN GARAGE *4" CONC. FLOOR*2x6 WALLS*INSUL. WALLS & CLG.SOFFIT @ 9'*BOX VAULT1'-6"8'-0"4'-10"3'-6"4'-0"GIRDERRADONVENT3/0x5/6 SH
3" SPACE
2'-3"
TOP @ 9'3"3"3/0x1/6-3 FX3/0x5/6-3 SHTOP @ 9'2x62x2REF'GRECESS2880 C.O.8'x4' CONC. APRON2-11 7/8" LSL*VAULTRIDGE OFVAULT2-2x103" SPACE3/0x1/6 FX
2-2x10
3/0x5/6 SH
3" SPACE
3/0x1/6 FX
2-2x10
2'-3"3/0x1/6-3 FX3/0x5/6-3 SHTOP @ 9'2-2x103" SPACE3080 C.O.25'25'34'34'BWL 1BWL 2BWL 3BWL 4BWL 5BWL 63'3'3'4'4'4'4'3'3'SEE DETAIL 1/PF-1SEE DETAIL 2/PF-14'4'4'3'3'3'3'4'4'6'6'
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 6Spacing - ft 25 25 25 34 34 34Level 1 1 1 1 1 1Length req'd- ft 4 8 4 5.1 10.7 5.1per Table R602.10.3(1)Adjustments:Exposure 1.2 1.2 1.2 1.2 1.2 1.2Eave to ridge Height 1.18 1.18 1.18 1.18 1.18 1.18Wall Height 1 1 1 1 1 1# of BWL 1.3 1.3 1.3 1.3 1.3 1.34" Gyp WB w.block joints1 1 1 1 1 1Adjusted Length 7.4 14.7 7.4 9.4 19.7 9.4Vladimir & Nicole Ilic Residence19808 Henning Ave, Lakeville, MN Sheet
Stone Cottage
HVAC Load Calculations
for
Ilic
19808 Henning Ave
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Monday, November 22, 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:Monday, November 22, 2021
Client Name:Ilic
Client Address:19808 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:1,005 CFM Per Square ft.:0.277
Square ft. of Room Area:3,622 Square ft. Per Ton:1,615
Volume (ft³) of Cond. Space:32,598
Building Loads
Total Heating Required Including Ventilation Air:46,913 Btuh 46.913 MBH
Total Sensible Gain:21,986 Btuh 82 %
Total Latent Gain:4,934 Btuh 18 %
Total Cooling Required Including Ventilation Air:26,920 Btuh 2.24 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:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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
68 CFM 35 CFM
Infiltration Actual:0.250 AC/hr 0.130 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 16,299 X 16,299
4,075 Cu.ft./hr 2,119 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:68 CFM 35 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 (68 CFM), Construction: Unknown
Summer Infiltration Specified:0.130 AC/hr (35 CFM), Construction: Unknown
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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 2.24 1,615 3,622 21,986 4,934 26,920 46,913 828 1,005 1,005
System 1 Yes 2.24 1,615 3,622 21,986 4,934 26,920 46,913 828 1,005 1,005 18x10
Ventilation 534 1,352 1,886 7,150
Zone 1 3,622 21,452 3,582 25,034 39,763 828 1,005 1,005 18x10
1-Upper Level 1,811 19,992 2,682 22,674 28,304 589 937 937 11--6
2-Lower Level 1,811 1,460 900 2,360 11,459 239 68 68 1--6
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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-Upper Level 450 750 0 0.1 0.1 433.7 589 937 937 11--6
2-Lower Level 450 750 0 0.1 0.1 348.4 239 68 68 1--6
Other Ducts
Supply Main Trunk 650 900 0 0.1 0.1 804 828 1,005 1,005 18x10
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:828
Cooling Flow:1005
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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, Btuh15.9% Diff. from Avg.
0
5,000
10,000
15,000
20,000
25,000
30,000
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 15.9%.
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:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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
353 9,827 0 10,078 10,078
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
1369 7,742 0 1,183 1,183
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1764 7,520 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
1811 3,151 0 1,739 1,739
21A-24-c: Floor-Basement, Concrete slab, any thickness,
2 or more feet below grade, no insulation below floor,
carpet covering, shortest side of floor slab is 24' wide
1811 3,939 0 0 0
Subtotals for structure:33,457 0 13,352 13,352
People:7 1,400 1,610 3,010
Equipment:1,500 6,000 7,500
Lighting:0 0 0
Ductwork:0 0 0 0
Infiltration: Winter CFM: 68, Summer CFM: 35 6,306 682 490 1,172
Ventilation: Winter CFM: 140, Summer CFM: 70 7,150 1,352 534 1,886
Total Building Load Totals:46,913 4,934 21,986 26,920
Check Figures
Total Building Supply CFM:1,005 CFM Per Square ft.:0.277
Square ft. of Room Area:3,622 Square ft. Per Ton:1,615
Volume (ft³) of Cond. Space:32,598
Building Loads
Total Heating Required Including Ventilation Air:46,913 Btuh 46.913 MBH
Total Sensible Gain:21,986 Btuh 82 %
Total Latent Gain:4,934 Btuh 18 %
Total Cooling Required Including Ventilation Air:26,920 Btuh 2.24 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:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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
46,913
Btuh
Floor 8%
Roof 7%
Wall 33%
Glass 21%
Door 3%
Infiltration 13%
Ventilation 15%
Building
Gain
26,920
Btuh
Roof 6%
Wall 4%
Glass 37%
Door 1%People 11%
Equipment 28%
Infiltration 4%
Ventilation 7%
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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
46,913
Btuh
0
5,000
10,000
15,000
20,000
Floor 8%Wall 33%Door 3%Ventilation 15%
Roof 7%Glass 21%Infiltration 13%
Building
Gain
26,920
Btuh
0
5,000
10,000
15,000
Roof 6%Glass 37%People 11%Infiltration 4%
Wall 4%Door 1%Equipment 28%Ventilation 7%
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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
353 9,827 0 10,078 10,078
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
1369 7,742 0 1,183 1,183
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1764 7,520 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
1811 3,151 0 1,739 1,739
21A-24-c: Floor-Basement, Concrete slab, any thickness,
2 or more feet below grade, no insulation below floor,
carpet covering, shortest side of floor slab is 24' wide
1811 3,939 0 0 0
Subtotals for structure:33,457 0 13,352 13,352
People:7 1,400 1,610 3,010
Equipment:1,500 6,000 7,500
Lighting:0 0 0
Ductwork:0 0 0 0
Infiltration: Winter CFM: 68, Summer CFM: 35 6,306 682 490 1,172
Ventilation: Winter CFM: 140, Summer CFM: 70 7,150 1,352 534 1,886
System 1 Whole House Load Totals:46,913 4,934 21,986 26,920
Check Figures
Supply CFM:1,005 CFM Per Square ft.:0.277
Square ft. of Room Area:3,622 Square ft. Per Ton:1,615
Volume (ft³) of Cond. Space:32,598
System Loads
Total Heating Required Including Ventilation Air:46,913 Btuh 46.913 MBH
Total Sensible Gain:21,986 Btuh 82 %
Total Latent Gain:4,934 Btuh 18 %
Total Cooling Required Including Ventilation Air:26,920 Btuh 2.24 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:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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
46,913
Btuh
Floor 8%
Roof 7%
Wall 33%
Glass 21%
Door 3%
Infiltration 13%
Ventilation 15%
System
1 Whole
House
Gain
26,920
Btuh
Roof 6%
Wall 4%
Glass 37%
Door 1%People 11%
Equipment 28%
Infiltration 4%
Ventilation 7%
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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
46,913
Btuh
0
5,000
10,000
15,000
20,000
Floor 8%Wall 33%Door 3%Ventilation 15%
Roof 7%Glass 21%Infiltration 13%
System
1 Whole
House
Gain
26,920
Btuh
0
5,000
10,000
15,000
Roof 6%Glass 37%People 11%Infiltration 4%
Wall 4%Door 1%Equipment 28%Ventilation 7%
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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
353 9,827 0 10,078 10,078
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
1369 7,742 0 1,183 1,183
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1764 7,520 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
1811 3,151 0 1,739 1,739
21A-24-c: Floor-Basement, Concrete slab, any thickness,
2 or more feet below grade, no insulation below floor,
carpet covering, shortest side of floor slab is 24' wide
1811 3,939 0 0 0
Subtotals for structure:33,457 0 13,352 13,352
People:7 1,400 1,610 3,010
Equipment:1,500 6,000 7,500
Lighting:0 0 0
Ductwork:0 0 0 0
Infiltration: Winter CFM: 68, Summer CFM: 35 6,306 682 490 1,172
System 1, Zone 1 Load Totals:39,763 3,582 21,452 25,034
Check Figures
Supply CFM:1,005 CFM Per Square ft.:0.277
Square ft. of Room Area:3,622 Square ft. Per Ton:1,736
Volume (ft³) of Cond. Space:32,598
Zone Loads
Total Heating Required:39,763 Btuh 39.763 MBH
Total Sensible Gain:21,452 Btuh 86 %
Total Latent Gain:3,582 Btuh 14 %
Total Cooling Required:25,034 Btuh 2.09 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:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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
39,763
Btuh
Floor 10%
Roof 8%
Wall 38%
Glass 25%
Door 3%
Infiltration 16%
System
1, Zone
1
Gain
25,034
Btuh
Roof 7%
Wall 5%
Glass 40%
Door 1%
People 12%
Equipment 30%
Infiltration 5%
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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
39,763
Btuh
0
5,000
10,000
15,000
20,000
Floor 10%Wall 38%Door 3%
Roof 8%Glass 25%Infiltration 16%
System
1, Zone
1
Gain
25,034
Btuh
0
5,000
10,000
15,000
Roof 7%Glass 40%People 12%Infiltration 5%
Wall 5%Door 1%Equipment 30%
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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 - Upper Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:1,811.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,811.0 sq.ft.Supply Air:937 CFM
Ceiling Height:9.0 ft.Supply Air Changes:3.4 AC/hr
Volume:16,299.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:11 Actual Winter Vent.:100 CFM
Runout Air:85 CFM Percent of Supply.:11 %
Runout Duct Size:6 in.Actual Summer Vent.:65 CFM
Runout Air Velocity:434 ft./min.Percent of Supply:7 %
Runout Air Velocity:434 ft./min.Actual Winter Infil.:68 CFM
Actual Loss:0.118 in.wg./100 ft.Actual Summer Infil.:35 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
N -Wall-12F-0sw 49 X 9 403 0.065 5.7 2,279 0.9 0 348
S -Wall-12F-0sw 49 X 9 335 0.065 5.7 1,894 0.9 0 290
E -Wall-12F-0sw 49 X 9 308 0.065 5.7 1,742 0.9 0 266
W -Wall-12F-0sw 49 X 9 323 0.065 5.7 1,827 0.9 0 279
S -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
N -Gls-4A-1a-o shgc-0.33 100%S 38 0.320 27.8 1,058 10.4 0 396
S -Gls-4A-1a-o shgc-0.33 0%S 85 0.320 27.8 2,366 19.2 0 1,630
E -Gls-4A-1a-o shgc-0.33 0%S 133 0.320 27.8 3,703 35.0 0 4,656
W -Gls-4A-1a-o shgc-0.33 0%S 97 0.320 27.8 2,700 35.0 0 3,396
UP-Ceil-16B-50 1811 X 1 1811 0.020 1.7 3,151 1.0 0 1,739
Subtotals for Structure:21,998 0 13,352
Infil.: Win.: 67.9, Sum.: 35.3 1,764 3.575 6,306 0.278 682 490
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:1,000 5,000
Room Totals:28,304 2,682 19,992
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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 - Lower Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:1,811.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,811.0 sq.ft.Supply Air:68 CFM
Ceiling Height:9.0 ft.Supply Air Changes:0.3 AC/hr
Volume:16,299.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:1 Actual Winter Vent.:40 CFM
Runout Air:68 CFM Percent of Supply.:59 %
Runout Duct Size:6 in.Actual Summer Vent.:5 CFM
Runout Air Velocity:348 ft./min.Percent of Supply:7 %
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
S -Wall-15B0-10sf-10 49 X 9 441 0.049 4.3 1,880 0.0 0 0
N -Wall-15B0-10sf-10 49 X 9 441 0.049 4.3 1,880 0.0 0 0
E -Wall-15B0-10sf-10 49 X 9 441 0.049 4.3 1,880 0.0 0 0
W -Wall-15B0-10sf-10 49 X 9 441 0.049 4.3 1,880 0.0 0 0
Floor-21A-24 1 X 1811 1811 0.025 2.2 3,939 0.0 0 0
Subtotals for Structure:11,459 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:11,459 900 1,460
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Stone Cottage
Farmington, MN 55024 Page 19
Room Cooling and Heating Loads Bar Graphs
Cooling
Heating
Btuh
Lower Level
Upper Level
0 5,000 10,000 15,000 20,000 25,000 30,000
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Stone Cottage
Farmington, MN 55024 Page 20
Room Cooling Loads Bar Graphs
Sensible
Latent
Btuh
Lower Level
Upper Level
0 5,000 10,000 15,000 20,000 25,000
C:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Stone Cottage
Farmington, MN 55024 Page 21
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 Upper Level 1,811 28,304 589 11-6 434 19,992 2,682 937 937
2 Lower Level 1,811 11,459 239 1-6 348 1,460 900 68 68
Ventilation 7,150 534 1,352
System 1 total 3,622 46,913 828 21,986 4,934 1,005 1,005
System 1 Main Trunk Size:18x10 in.
Velocity:804 ft./min
Loss per 100 ft.:0.102 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.24 82% / 18%21,986 4,934 26,920
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:\ ...\19808 HENNING LAKEVILLE 11222021.rhv Monday, November 22, 2021, 9:38 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):
21,986Residential 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:
46,913
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
Lakeville19808 Henning Ave
BC636874
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
26,920
Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
New residential building permits WILL NOT be issued without this completed form.
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
Primary Contact: _________________________________________________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Description of Land Disturbing Activity: _____________________________________________________
NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___
If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an
erosion and sediment control plan MUST be submitted with the residential building permit application.
“The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities
in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater
Permit.” (NPDES Construction Stormwater Permit, MPCA)
“The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least
once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.”
(NPDES Construction Stormwater Permit, MPCA)
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name of Person: ________________________________Company: _______________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Entity that Provided Training: ________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots.
No land disturbing activity may begin until a residential building permit has been issued.
I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER;
withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater
Permit (MN R 100001) or erosion and sediment control plan.
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
KP
X12/16/21