HomeMy WebLinkAboutLA198619 - 19810 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
19810 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.c#21-093SMA182021STONE COTTAGE CONSTRUCTION, INC.
LOT 2, BLOCK 3, BERRES RIDGES 7TH ADDITIION
JOE HONSEY & STEPHANIE LUANGSAYSANA FRONT ELEVATION 1/4" = 1'-0" & SOFFITALUM. FASCIAVINYLSIDINGSTONECAPTOTAL2nd FLR.1st FLR.1,152 SQ. FT.1,152 SQ. FT.2,304 SQ. FT.16x8 OVH. DR.9x8 OVH. DR.SSSS8'-4" POURED FOUNDATION1'-6"128128125VINYLB & BVINYLB & B4" TRIM128WOOD PORCHVINYL SIDINGSIMONTON WDWS.STONE AS SHOWNFRONT ONLYGRIDS IN WDWS.FRONT ONLYALL SIDESSTONE 24"WRAPSTONEON JOGSTONE 24"WRAPTOTALBSM'T887 SQ. FT.3,191 SQ. FT.9' CEILING @ FIRST FLOOR4" TRIM4" WDW. TRIMFRONT ONLYVINYLB & BSTONE 24"WRAPVINYLSIDINGConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/29/2021dmathews
VERIFY ALLGRADE LINESPlanco MN, Inc.C#21-093SMA282021 LEFT ELEVATION 1/8" = 1'-0" SIDINGVINYL1'-0"2'-0"STONE 24"WRAP1258/12CORNERSVINYL RIGHT ELEVATION 1/8" = 1'-0" VINYL1'-6"ON JOGSTONE6"1'-0"SIDINGVINYLCORNERSVINYLSIDING8/12STONE 24"WRAP8/12812 REAR ELEVATION 1/8" = 1'-0" SIDINGVINYLSIDINGVINYL8128/121'-6"1'-0"CORNERSVINYL14' DECKLEDGERSecure door closed until deck isconstructed with a separate permit.
Planco MN, Inc.C#21-093SMA382021 BASEMENT PLAN 1/4" = 1'-0" UP15 R UNEXCAVATED WHFURNF.D.92% MECH/STORAGE *UNFINISHED30'-0"39'-0"60'-0"30'-0"30'-0"17'-0"13'-0"19'-0"11'-0"3'-0"
3'-9"3'-9"5'-0"5'-0"10"13'-0"
47'-0"
2'-0"22'-0"
23'-0"24'-0"
8'-0"15'-0"2'-6"),1,6+('64)7 (;&/8'(667$,56 SUMP2" LEDGE11'-0"11"7'-7"5'-5"(2) 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.TREATED
2x8
16" O.C.
6'-0"9"TRD. 2-2x8 FLUSHTRD. 2-2x8 FLUSH3'-0"TREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS5'-10"48"18"x24"
LIN.2'-4"2'-6"5'-0"11 7/8" I JTS.
16" O.C.
11 7/8" I JTS.
16" O.C.2-2x102-11 7/8" LSL DROPPEDTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS14'-3"5'-5"19'-4"TREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS BEDROOM #4 *CARPET FAMILY/REC ROOM *CARPET7'-6"6'-9"2-9 1/2" LSL6/0x3/6 SL
13'-8"3'-4"10'-3"4'-0"12'-8"8'-10"1'-0"60341 PIECE FIB.8'-4" POURED FOUNDATIONLOOKOUT LOOKOUT
2'-6"27'-6"2'-8"3-9 1/2" LSL9/0x3/6 SL 10'-0"9'-4"30"x30"x12"CONC. PAD FTG.5'-9"15'-9"6x6 POST30"x30"x12"CONC. PAD FTG.6x6 POSTTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS*VINYLFNO FTG.@ TOILET11 7/8" LSL
JOISTS
1-11 7/8" LSL
1-11 7/8" LSL UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.333
Planco MN, Inc.C#21-093SMA482021 FIRST FLOOR PLAN 1/4" = 1'-0" 1,152 SQ. FT.9' CEILING @ FIRST FLOOR3'-0"GASF.P.39'-0"11'-10"11'-8"15'-6"
3'-9"UP16 RDN15 R16x8 OVH DOOR9x8 OVH DOOR GARAGE *4" CONC. FLOOR*WOOD FOYER REF'G
30" RANGEVENTED HOOD
12" S.B.4'-0"3'-9"4'-3"6'-4"3'-6" KITCHEN *WOOD*WOOD DINING GREAT ROOM *CARPET*CARPET OFFICE ARCHED SOFFIT
ARCHED SOFFIT
2'-4"2'-4"2'-8"FIREDR.1'-3"14'-5"10"1'-3"14'-0"9'-8"10'-0"10"30'-0"16'-2"9'-2"5/0x5/0 SL2-2x10TOP @ 7'-6"6/0x4/0 SL2-2x102/4x4/0 SH60'-0"30'-0"30'-0"17'-0"13'-0"19'-0"11'-0"5'-8"5'-4"9'-6"9'-6"2'-6"27'-6"47'-0"
2'-0"22'-0"
23'-0"24'-0"
8'-0"15'-0"2'-6"9'-10"5'-2"
3'-9"5'-10"5'-0"10"4'-10"6'-3"4'-5"1'-8"(FRAMING) W.I.C. *VINYL*VINYLRAIL4'-8"7'-6"
5'-6"12x12 BOXED COL.2-7 1/4" LSL2-7 1/4" LSL2-2x10CHASE3'-0"24"PANT.20" FLR.TRUSS
19.2" O.C.8'-6"ARCHED SOFFITSOFFIT1'-3"13'-9"10"2'-8"FULLVIEWGIRDER9'-2"3'-10"F8'-3"7'-11"10"WALL
EDGE
4'-8"2'-8"4'-9"11'-0"
5'-6"1'-2"7'-7"5'-5" WOOD PORCH WALLEDGEWALLEDGETRUSSES
24" O.C.
10"6'-1"7'-2"2x62x6TURNSTUDS2-11 7/8" LSL DROPPED
2-2x103'-2"6'-5"2-2x103'-5"*VINYL1'-3"*SHTRK. WALLS & CLG.2-2x10SLSL
2-11 7/8" LSL2-11 7/8" LSL30"ON 18x18x42STONE BASEARCHED2'-8" C.O.
2-2x102/6x2/0 FX 2-2x102/6x2/0 FX5'-10"5'-10"3-2x106/0x2/0 FX 2'-8"2'-2"2'-3"2'-2"SD/CO4'-9"
2-2x10
OVEN/
MICRO
*2x6 WALLS4'-3"
5/0x4/0 FX TEMP
2-2x10
1'-11"3'-3"
2/6x4/0 SH
2-2x10 2'-0"2'-0"2-9 1/2" LSL9/0x5/0 SL3-16" LVL DROPPED20" FLR.TRUSS
19.2" O.C.
20" FLR.TRUSS
19.2" O.C.
20" FLR.TRUSS
19.2" O.C.2x62-9 1/2" LSLFLUSH2-2x103'-0"6'-2"14' DECK LEDGERRAIL632.252.2510555PFHPFH11563
Planco MN, Inc.C#21-093SMA582021 SECOND FLOOR PLAN 1/4" = 1'-0" 1,152 SQ. FT.39'-0"8'-1"11'-11"11'-0"DN16 R2'-6"2'-6"2'-4"5'-0"*CARPET W.I.C. 8'-0" BEDROOM #2 *CARPET*CARPET BEDROOM #3 30'-0"15'-8"14'-4"30'-0"17'-0"13'-0"8'-6"8'-6"6'-2"6'-10"3'-0"
36'-0"
12'-6"8'-6"15'-0"14'-2"3'-9"3'-9"5'-0"5'-10"10"6'-0"5/0x3/0 FX TEMP
2-2x10 2'-4"2'-4"7'-4"7'-0"4'-3"FFF2x6TRUSSES24" O.C.*L.V.T.*VINYL*VINYLTOP @ 9'-6"
OFF LANDING5'-0" TUB& SHOWER1 PIECE FIB.2'-6"
2-9 1/2" LSL
SLOPED CLG.6/0x5/0 SL2-2x102'-6"2'-8"6'-11"6'-6"9'-2"W D
2'-6"5'-0"2'-4"78"26"LIN.2x66'-7" MASTER BEDROOM *CARPET5'-7"6/0x4/6 SL2-2x10SDSDSDSD/COACCESSATTIC6"2'-4"TRUSSES24" O.C.TRUSSES24" O.C.2'-6"2'-2"1'-10"BENCH1'-8"9'-4"2'-2"10'-10"
1/2 WALL
W/ WD. CAP
2-2x107/6x5/0 SL32x60FREESTANDINGTUB
48342'-4" C.O.3'-9"3'-738"2x62'-4"PKT.4'-4"5'-9"2'-4"42"7'-0"3'-4"5'-2"5'-9"*L.V.T.WALLHUNG LT3'-9"2-2x105/0x4/0 FX48" TALL WALLW/ GLASS PANEL42"24"42" TALL CAB.W/ WD. TOPTemper-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).223222222222223Strap
Planco MN, Inc.C#21-093SMA682021GRADEWATERPROOFINGPOURED WALLSHEATHINGSIDINGR-21 INSUL.9'-11
8"VB
2x6- 16" O.C.30'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.8'-11
8"SHEATHINGSIDINGR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.11 7/8" I JTS. @ 19.2" O.C.20" FLOOR TRUSSES @ 19.2" O.C.3/4" T & G FLOOR3/4" T & G FLOOR1-2x6 TREATED8'-4" POUREDWALL W/ REBARPER CODESILL PLATEWATERPROOFING9 1/2" I JTS.9 1/2" I JTS.16 RISERS15 RISERS
GRADE2-9 1/2" LSL6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS2'-0" CROSS SECTION 3/8" = 1'-0" ENERGY HEEL10129'-6"
TOP OF WDW.2" FURRING WALL1/2" GYP. BD.21'-8"VENTEDSOFFITFASCIAALUM. ALUM.1'-6"ENERGY HEELFASCIAALUM. SOFFITVENTEDALUM.1/2" SHTG.15# FELTSHINGLES1'-6"812ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.10"73
8"R-21 SPRAY FOAMR-21 SPRAY FOAMR-21 SPRAY FOAMW/ V.B.5/8" GYP. BD.5/8" GYP. BD.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS2" R-10RIGID INSUL.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.10"75
8"FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE DRAIN TILE R-10 W/ <2.6 ACHINSUL.5/8" GYP. BD.
Planco MN, Inc.C#21-093SMA7820216'-0"GRADEMINIMAL HEELVENTEDSOFFITFASCIAALUM. ALUM.2-7 1/4" LSL1256x6 POST9'-11
8" CROSS SECTION 3/8" = 1'-0"
PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED3 1/2" CONC. FLOORPROOFINGWATERTRUSSES @ 24" O.C.(DESIGNED BY MFR)SHEATHINGSIDING8'-11
8"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.VBSIDINGSHEATHING5/8" GYP. BD.3/4" T & G FLOOR2'-0"5'-6"36'-0"17 RISERS15 RISERS
18x18 BOXEDBASETRD. 2x8 JTS. @ 16" O.C.TREATED2-2x812x16 PIERFOOTING12x12 PADFOOTING73
8"R-10 W/ <2.6 ACHINSUL.R-21 SPRAY FOAMR-21 SPRAY FOAM2x6- 16" O.C.4x6 TRT. CURB4x6 TRT. CURB4x4 TRT. CURB2x4- 16" O.C.2x6- 16" O.C.11 7/8" I JTS. @ 19.2" O.C.11 7/8" LSL JOISTSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE GRADE5/8" GYP. BD.75
8"R-21 SPRAY FOAMR-21 SPRAY FOAM20" FLOOR TRUSSES @ 19.2" O.C.6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS
Planco MN, Inc.C#21-093SMA8820211/2" GYP. BD. GARAGE 9'-118"3/4" T & G FLOOR CROSS SECTION 3/8" = 1'-0"
3 1/2" CONC. FLOOR5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED20" FLOOR TRUSSES @ 19.2" O.C.PROOFINGWATER3/4" T & G FLOOR4" CONC. FLOORGRADEPOURED WALL2X4- 16" O.C.SLOPE TO DOORS10'-31
4"FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSR-10 W/ <2.6 ACHINSUL.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE 11 7/8" LSL JOISTSR-21 SPRAY FOAMR-21 SPRAY FOAM1'-0"10"14'-5"1'-3"R=24'-3 5/8"7'-0"
9'-11
8" DINING/GREAT ROOM ARCH DETAIL 3/8" = 1'-0" FLOOR SYSTEMROOFTRUSSPVC T-FITTINGTO SUPPORTVENT PIPEMIN. 4" OF GASPERMEABLE MATERIAL3 1/2" CONC. SLAB4" PVC VENT PIPESUPPORTSTRAPPINGFLASHINGEXHAUST 10' FROM OPNGS.INTO CONDITIONED SPACESOF BUILDING12" MIN. ABOVE ROOFSEAL6 MIL POLYUNDER SLAB10' OF DRAIN TILEEACH WAY FROMT-FITTING(ROCK) RADON GAS VENT SYSTEM 3/8" = 1'-0" 36" MIN. HT. CLEAR SPACE24" DIA. AROUND VENTPROVIDE ELECTRICALBOX POWER SOURCER-4 MIN. INSUL. VENT PIPE@ UNCONDITIONED SPACE4" MIN. CLEARANCEFOR FUT. FAN
BASEMENT PLAN UP15 R UNEXCAVATED WHFURNF.D.92% MECH/STORAGE *UNFINISHED30'-0"39'-0"60'-0"30'-0"30'-0"17'-0"13'-0"19'-0"11'-0"3'-0"
3'-9"3'-9"5'-0"5'-0"10"13'-0"
47'-0"
2'-0"22'-0"
23'-0"24'-0"
8'-0"15'-0"2'-6"SUMP2" LEDGE11'-0"11"7'-7"5'-5"(2) 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.TREATED
2x8
16" O.C.
6'-0"9"TRD. 2-2x8 FLUSHTRD. 2-2x8 FLUSH3'-0"TREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS5'-10"48"18"x24"
LIN.2'-4"2'-6"5'-0"11 7/8" I JTS.16" O.C.
11 7/8" I JTS.
16" O.C.2-2x10DROPPED LVLTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS14'-3"5'-5"19'-4"TREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS BEDROOM #4 *CARPET FAMILY/REC ROOM *CARPET7'-6"6'-9"2-2x106/0x3/6 SL13'-8"3'-4"10'-3"4'-0"12'-8"8'-10"1'-0"60341 PIECE FIB.LOOKOUT LOOKOUT
2'-6"27'-6"2'-8"2-9 1/2" LVL9/0x3/6 SL 10'-0"9'-4"30"x30"x12"CONC. PAD FTG.5'-9"15'-9"6x6 POST30"x30"x12"CONC. PAD FTG.6x6 POSTTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS*VINYLFNO FTG.@ TOILET11 7/8" LSL
JOISTS 10'BWL 13'3'3'
FIRST FLOOR PLAN 3'-0"GASF.P.39'-0"11'-10"11'-8"15'-6"
3'-9"UP16 RDN15 R16x8 OVH DOOR9x8 OVH DOOR GARAGE *4" CONC. FLOOR*WOOD FOYER REF'G
30" RANGEVENTED HOOD12" S.B.4'-0"3'-9"4'-3"6'-4"3'-6" KITCHEN *WOOD*WOOD DINING GREAT ROOM *CARPET*CARPET OFFICE ARCHED SOFFIT
ARCHED SOFFIT
2'-4"2'-4"2'-8"FIREDR.1'-3"14'-5"10"1'-3"14'-0"9'-8"10'-0"10"30'-0"16'-2"9'-2"5/0x5/0 SL2-2x10TOP @ 7'-6"6/0x4/0 SL2-2x102/4x4/0 SH60'-0"30'-0"30'-0"17'-0"13'-0"19'-0"11'-0"5'-8"5'-4"9'-6"9'-6"2'-6"27'-6"47'-0"
2'-0"22'-0"
23'-0"24'-0"
8'-0"15'-0"2'-6"9'-10"5'-2"
3'-9"5'-10"5'-0"10"4'-10"6'-3"4'-5"1'-8"(FRAMING) W.I.C. *VINYL*VINYLRAIL4'-8"7'-6"
5'-6"12x12 BOXED COL.2-7 1/4" LSL2-7 1/4" LSL3-2x10CHASE3'-0"24"PANT.20" FLR.TRUSS
19.2" O.C.8'-6"ARCHED SOFFITSOFFIT1'-3"13'-9"10"2'-8"FULLVIEWGIRDER9'-2"3'-10"F8'-3"7'-11"10"WALL
EDGE
4'-8"2'-8"4'-9"11'-0"
5'-6"1'-2"7'-7"5'-5" WOOD PORCH WALLEDGEWALLEDGETRUSSES
24" O.C.
10"6'-1"7'-2"2x62x6TURNSTUDS2-11 7/8" LSL DROPPED
3-2x103'-2"6'-5"2-2x103'-5"*VINYL1'-3"*SHTRK. WALLS & CLG.3-2x10SLSL
2-11 7/8" LSL2-11 7/8" LSL30"ON 18x18x42STONE BASEARCHED2'-8" C.O.
3-2x102/6x2/0 FX 3-2x102/6x2/0 FX5'-10"5'-10"3-2x106/0x2/0 FX 2'-8"2'-2"2'-3"2'-2"SD/CO4'-9"
2-2x10
OVEN/
MICRO
*2x6 WALLS4'-3"
5/0x4/0 FX TEMP
2-2x10
1'-11"3'-3"
2/6x4/0 SH
2-2x10 2'-0"2'-0"2-9 1/2" LVL9/0x5/0 SL3-11 7/8" LSL DROPPED20" FLR.TRUSS
19.2" O.C.
20" FLR.TRUSS
19.2" O.C.
20" FLR.TRUSS19.2" O.C.2x62-9 1/2" LSLFLUSHRAIL3'-0"6'-2"14' DECK LEDGER30'30'42'BWL 2BWL 3BWL 4BWL 5BWL 62'-3"2'-3"3'4'SEE DETAIL 1/PF-14'4'5'5'5'3'6'6'10'5'11'4'
SECOND FLOOR PLAN 39'-0"8'-1"11'-11"11'-0"DN16 R2'-6"2'-6"2'-4"5'-0"*CARPET W.I.C. 8'-0" BEDROOM #2 *CARPET*CARPET BEDROOM #3 30'-0"15'-8"14'-4"30'-0"17'-0"13'-0"8'-6"8'-6"6'-2"6'-10"3'-0"
36'-0"
12'-6"8'-6"15'-0"14'-2"3'-9"3'-9"5'-0"5'-10"10"6'-0"5/0x3/0 FX TEMP
2-2x10 2'-4"2'-4"7'-4"7'-0"4'-3"FFF2x6TRUSSES24" O.C.*L.V.T.*VINYL*VINYLTOP @ 9'-6"
OFF LANDING5'-0" TUB& SHOWER1 PIECE FIB.2'-6"
2-9 1/2" LSL
SLOPED CLG.6/0x5/0 SL2-2x102'-6"2'-8"6'-11"6'-6"9'-2"W D
2'-6"5'-0"2'-4"78"26"LIN.2x66'-7" MASTER BEDROOM *CARPET5'-7"6/0x4/6 SL2-2x10SDSDSDSD/COACCESSATTIC6"2'-4"TRUSSES24" O.C.TRUSSES24" O.C.2'-6"2'-2"1'-10"BENCH1'-8"9'-4"2'-2"10'-10"
1/2 WALL
W/ WD. CAP
2-2x107/6x5/0 SL32x60FREESTANDINGTUB
48342'-4" C.O.3'-9"3'-738"2x62'-4"PKT.4'-4"5'-9"2'-4"42"7'-0"3'-4"5'-2"5'-9"*L.V.T.WALLHUNG LT3'-9"2-2x105/0x4/0 FX48" TALL WALLW/ GLASS PANEL42"24"42" TALL CAB.W/ WD. TOPBWL 7BWL 8BWL 9BWL 1036'30'2'2'2'2'2'3'3'2'2'2'2'2'2'2'2'
Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure C GB BWL 1 2 3 4 5 6 7 8 9 10Spacing - ft 10 42 42 30 30 30 36 36 30 30Level 3 2 2 2 2 2 1 1 1 1Length req'd- ft 5 12 12 9 18 9 5.4 5.4 4.5 4.5per 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 1.3Eave 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 0.7 1 1 1 1 1 1 1 1Adjusted Length 5.9 10.4 14.8 14.4 28.9 14.4 6.3 6.3 5.3 5.3Joe Honsey & Stephanie Luangsaysana Res19810 Henning Avenue, Lakeville, MNSheet
Stone Cottage
HVAC Load Calculations
for
Honsey Luangsaysana
19810 Henning Ave
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Thursday, December 2, 2021
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Stone Cottage
Farmington, MN 55024 Page 2
Project Report
General Project Information
Project Title:Stone Cottage
Project Date:Thursday, December 2, 2021
Client Name:Honsey Luangsaysana
Client Address:19810 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:1,294 CFM Per Square ft.:0.374
Square ft. of Room Area:3,456 Square ft. Per Ton:1,203
Volume (ft³) of Cond. Space:31,104
Building Loads
Total Heating Required Including Ventilation Air:50,003 Btuh 50.003 MBH
Total Sensible Gain:27,962 Btuh 81 %
Total Latent Gain:6,520 Btuh 19 %
Total Cooling Required Including Ventilation Air:34,482 Btuh 2.87 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:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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
86 CFM 45 CFM
Infiltration Actual:0.250 AC/hr 0.130 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 20,736 X 20,736
5,184 Cu.ft./hr 2,696 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:86 CFM 45 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 (86 CFM), Construction: Unknown
Summer Infiltration Specified:0.130 AC/hr (45 CFM), Construction: Unknown
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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 2.87 1,203 3,456 27,962 6,520 34,482 50,003 946 1,294 1,294
System 1 Yes 2.87 1,203 3,456 27,962 6,520 34,482 50,003 946 1,294 1,294 22x10
Ventilation 340 1,352 1,692 4,550
Zone 1 3,456 27,622 5,168 32,790 45,453 946 1,294 1,294 22x10
1-Main Level 1,152 12,285 1,834 14,119 18,377 383 576 576 7--6
2-Upper Level 1,152 13,877 2,434 16,311 19,122 398 650 650 8--6
3-Lower Level 1,152 1,460 900 2,360 7,954 166 68 68 1--6
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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 0.1 418.8 383 576 576 7--6
2-Upper Level 450 750 0 0.1 0.1 413.9 398 650 650 8--6
3-Lower Level 450 750 0 0.1 0.1 348.4 166 68 68 1--6
Other Ducts
Supply Main Trunk 650 900 0 0.1 0.1 847 946 1,294 1,294 22x10
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:946
Cooling Flow:1294
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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, Btuh20.3% 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 20.3%.
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:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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
540 15,033 0 14,763 14,763
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
1974 11,162 0 1,707 1,707
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1278 5,448 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
1152 2,004 0 1,106 1,106
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
1152 2,506 0 0 0
Subtotals for structure:37,431 0 17,928 17,928
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: 86, Summer CFM: 45 8,022 868 624 1,492
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
Total Building Load Totals:50,003 6,520 27,962 34,482
Check Figures
Total Building Supply CFM:1,294 CFM Per Square ft.:0.374
Square ft. of Room Area:3,456 Square ft. Per Ton:1,203
Volume (ft³) of Cond. Space:31,104
Building Loads
Total Heating Required Including Ventilation Air:50,003 Btuh 50.003 MBH
Total Sensible Gain:27,962 Btuh 81 %
Total Latent Gain:6,520 Btuh 19 %
Total Cooling Required Including Ventilation Air:34,482 Btuh 2.87 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:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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
50,003
Btuh
Floor 5%Roof 4%
Wall 33%
Glass 30%
Door 3%
Infiltration 16%
Ventilation 9%
Building
Gain
34,482
Btuh
Roof 3%Wall 5%
Glass 43%
Door 1%
People 11%
Equipment 28%
Infiltration 4%Ventilation 5%
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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
50,003
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 33%Door 3%Ventilation 9%
Roof 4%Glass 30%Infiltration 16%
Building
Gain
34,482
Btuh
0
5,000
10,000
15,000
Roof 3%Glass 43%People 11%Infiltration 4%
Wall 5%Door 1%Equipment 28%Ventilation 5%
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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
540 15,033 0 14,763 14,763
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
1974 11,162 0 1,707 1,707
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1278 5,448 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
1152 2,004 0 1,106 1,106
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
1152 2,506 0 0 0
Subtotals for structure:37,431 0 17,928 17,928
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: 86, Summer CFM: 45 8,022 868 624 1,492
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
System 1 Whole House Load Totals:50,003 6,520 27,962 34,482
Check Figures
Supply CFM:1,294 CFM Per Square ft.:0.374
Square ft. of Room Area:3,456 Square ft. Per Ton:1,203
Volume (ft³) of Cond. Space:31,104
System Loads
Total Heating Required Including Ventilation Air:50,003 Btuh 50.003 MBH
Total Sensible Gain:27,962 Btuh 81 %
Total Latent Gain:6,520 Btuh 19 %
Total Cooling Required Including Ventilation Air:34,482 Btuh 2.87 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:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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
50,003
Btuh
Floor 5%Roof 4%
Wall 33%
Glass 30%
Door 3%
Infiltration 16%
Ventilation 9%
System
1 Whole
House
Gain
34,482
Btuh
Roof 3%Wall 5%
Glass 43%
Door 1%
People 11%
Equipment 28%
Infiltration 4%Ventilation 5%
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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
50,003
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 33%Door 3%Ventilation 9%
Roof 4%Glass 30%Infiltration 16%
System
1 Whole
House
Gain
34,482
Btuh
0
5,000
10,000
15,000
Roof 3%Glass 43%People 11%Infiltration 4%
Wall 5%Door 1%Equipment 28%Ventilation 5%
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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
540 15,033 0 14,763 14,763
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
1974 11,162 0 1,707 1,707
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1278 5,448 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
1152 2,004 0 1,106 1,106
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
1152 2,506 0 0 0
Subtotals for structure:37,431 0 17,928 17,928
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: 86, Summer CFM: 45 8,022 868 624 1,492
System 1, Zone 1 Load Totals:45,453 5,168 27,622 32,790
Check Figures
Supply CFM:1,294 CFM Per Square ft.:0.374
Square ft. of Room Area:3,456 Square ft. Per Ton:1,265
Volume (ft³) of Cond. Space:31,104
Zone Loads
Total Heating Required:45,453 Btuh 45.453 MBH
Total Sensible Gain:27,622 Btuh 84 %
Total Latent Gain:5,168 Btuh 16 %
Total Cooling Required:32,790 Btuh 2.73 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:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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
45,453
Btuh
Floor 6%Roof 4%
Wall 37%
Glass 33%
Door 3%
Infiltration 18%
System
1, Zone
1
Gain
32,790
Btuh
Roof 3%Wall 5%
Glass 45%
Door 1%
People 12%
Equipment 29%
Infiltration 5%
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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
45,453
Btuh
0
5,000
10,000
15,000
20,000
Floor 6%Wall 37%Door 3%
Roof 4%Glass 33%Infiltration 18%
System
1, Zone
1
Gain
32,790
Btuh
0
5,000
10,000
15,000
Roof 3%Glass 45%People 12%Infiltration 5%
Wall 5%Door 1%Equipment 29%
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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:1,152.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,152.0 sq.ft.Supply Air:576 CFM
Ceiling Height:9.0 ft.Supply Air Changes:3.3 AC/hr
Volume:10,368.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:7 Actual Winter Vent.:57 CFM
Runout Air:82 CFM Percent of Supply.:10 %
Runout Duct Size:6 in.Actual Summer Vent.:31 CFM
Runout Air Velocity:419 ft./min.Percent of Supply:5 %
Runout Air Velocity:419 ft./min.Actual Winter Infil.:43 CFM
Actual Loss:0.110 in.wg./100 ft.Actual Summer Infil.:22 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
S -Wall-12F-0sw 39 X 9 300 0.065 5.7 1,696 0.9 0 259
N -Wall-12F-0sw 39 X 9 277 0.065 5.7 1,566 0.9 0 239
W -Wall-12F-0sw 32 X 9 187 0.065 5.7 1,057 0.9 0 162
E -Wall-12F-0sw 32 X 9 197 0.065 5.7 1,114 0.9 0 170
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
S -Gls-4A-1a-o shgc-0.33 0%S 30 0.320 27.8 835 19.2 0 575
N -Gls-4A-1a-o shgc-0.33 100%S 74 0.320 27.8 2,060 10.4 0 770
W -Gls-4A-1a-o shgc-0.33 0%S 80 0.320 27.8 2,227 35.0 0 2,800
E -Gls-4A-1a-o shgc-0.33 0%S 91 0.320 27.8 2,533 35.0 0 3,186
Subtotals for Structure:14,366 0 8,513
Infil.: Win.: 43.2, Sum.: 22.5 1,278 3.138 4,011 0.244 434 312
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:1,000 3,000
Room Totals:18,377 1,834 12,285
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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:1,152.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,152.0 sq.ft.Supply Air:650 CFM
Ceiling Height:9.0 ft.Supply Air Changes:3.8 AC/hr
Volume:10,368.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:8 Actual Winter Vent.:59 CFM
Runout Air:81 CFM Percent of Supply.:9 %
Runout Duct Size:6 in.Actual Summer Vent.:35 CFM
Runout Air Velocity:414 ft./min.Percent of Supply:5 %
Runout Air Velocity:414 ft./min.Actual Winter Infil.:43 CFM
Actual Loss:0.107 in.wg./100 ft.Actual Summer Infil.:22 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
N -Wall-12F-0sw 39 X 9 305 0.065 5.7 1,725 0.9 0 264
S -Wall-12F-0sw 39 X 9 306 0.065 5.7 1,730 0.9 0 265
E -Wall-12F-0sw 32 X 9 201 0.065 5.7 1,137 0.9 0 174
W -Wall-12F-0sw 32 X 9 201 0.065 5.7 1,137 0.9 0 174
N -Gls-4A-1a-o shgc-0.33 100%S 46 0.320 27.8 1,281 10.4 0 479
S -Gls-4A-1a-o shgc-0.33 0%S 45 0.320 27.8 1,253 19.2 0 863
E -Gls-4A-1a-o shgc-0.33 0%S 87 0.320 27.8 2,422 35.0 0 3,045
W -Gls-4A-1a-o shgc-0.33 0%S 87 0.320 27.8 2,422 35.0 0 3,045
UP-Ceil-16B-50 1152 X 1 1152 0.020 1.7 2,004 1.0 0 1,106
Subtotals for Structure:15,111 0 9,415
Infil.: Win.: 43.2, Sum.: 22.5 1,278 3.138 4,011 0.244 434 312
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:1,000 3,000
Room Totals:19,122 2,434 13,877
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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:1,152.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,152.0 sq.ft.Supply Air:68 CFM
Ceiling Height:9.0 ft.Supply Air Changes:0.4 AC/hr
Volume:10,368.0 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
S -Wall-15B0-10sf-10 39 X 9 351 0.049 4.3 1,496 0.0 0 0
N -Wall-15B0-10sf-10 39 X 9 351 0.049 4.3 1,496 0.0 0 0
W -Wall-15B0-10sf-10 32 X 9 288 0.049 4.3 1,228 0.0 0 0
E -Wall-15B0-10sf-10 32 X 9 288 0.049 4.3 1,228 0.0 0 0
Floor-21A-24 1 X 1152 1152 0.025 2.2 2,506 0.0 0 0
Subtotals for Structure:7,954 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:7,954 900 1,460
C:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 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 1,152 18,377 383 7-6 419 12,285 1,834 576 576
2 Upper Level 1,152 19,122 398 8-6 414 13,877 2,434 650 650
3 Lower Level 1,152 7,954 166 1-6 348 1,460 900 68 68
Ventilation 4,550 340 1,352
System 1 total 3,456 50,003 946 27,962 6,520 1,294 1,294
System 1 Main Trunk Size:22x10 in.
Velocity:847 ft./min
Loss per 100 ft.:0.104 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.87 81% / 19%27,962 6,520 34,482
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:\ ...\19810 HENNING LAKEVILLE 12022021.rhv Thursday, December 2, 2021, 10:33 AM
Builders Associaton of Minnesota version 101014
Date Certificate Posted
x Passive (No Fan)
Active (With fan and monometer
or other system monitoring
Location (or future location) of Fan:
Other Please Describe Here
x
10/15 x x
x
20 x
20 x
21 x
49 x
x
x
x
x Not applicable, all ducts located in conditioned space
x Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:Input in
BTUS:
70,000 Capacity in
Gallons:
Other, describe:
AFUE or
HSPF%
93%
Cfm's
" round duct OR
" metal duct
Not required per mech. code
x Passive
Low: Other, describe:
x Low:
Location of fan(s), describe: Cfm's
4" " round duct OR Flex
" metal duct
ML193UH070
Heating Loss
Manufacturer Lennox
Natural Gas
Output in
Tons:
3 Ton50
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Capacity continuous ventilation rate in cfms:
200CFM
Select Type
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
27,962Residential 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:
50,003
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
Lakeville19810 Henning Ave
BC636874
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
34,482
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
12/28/21
KP
X