HomeMy WebLinkAboutLA222820 - 17760 Embers 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:________________________________________ _______________________________
_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
_____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
NAME OF APPLICANT (Please Print)DATE
I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS
APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO
COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH
LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED
PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE
CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE
ESCROW APPLICATION AND REFUND.
OFFICE PHONE #:_
OFFICE PHONE #:_
*Entering your name affirms your intent to comply with the statement above.
*
Submit Application To: permits@lakevillemn.gov
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT
CONDO
REROOF
RESIDE
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES
LOWER LEVEL FINISH
ADDITION
FOUNDATION ONLY
MISCELLANEOUS
DEMO
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
CITY BUILDING VALUATION: $
BUILDING PERMIT FEES
$PERMIT FEE
$PLAN CHECK
$SURCHARGE
$METRO SAC
$CITY WATER HOOKUP UNIT
$CITY SEWER HOOKUP UNIT
$LANDSCAPE ESCROW
$TREE ESCROW
$MISC ESCROW
$PLUMBING
$MECHANICAL
$SEWER WATER
WATER METER
PRESSURE REDUCING VALVE
$OTHER
$TOTAL
METER SIZE
PRESSURE REDUCING VALVE
SEWER/WATER
SEWER/WATER
FINAL
STREET DRAINTILE
BUILDING INFORMATION
TYPE OF CONSTRUCTION
ZONING
CODE EDITION
FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
MECHANICAL
AIR TEST
FINAL
ROUGH-IN
PLUMBING
FINAL
ROUGH-IN
INSULATION
LATH
DECK FOOTING
FIREPLACE
FOOTING
FOUNDATION
FRAMING
PORCH FRAMING
PORCH FOOTING
POURED WALL
SITE
LOWER LEVEL FINAL
OTHER
DECK FRAMING
LOWER LEVEL FRAMING
LANDSCAPING
DECK FINAL
$
$
ACCESSORY BUILDING
EGRESS WINDOW
UNDERGROUND
17760 EMBERS 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.cCLAUDIO CHABLA & JENNY MORA#24-004SMA172024STONE COTTAGE CONSTRUCTION, INC.
LOT 4, BLOCK 5, PHEASANT RUN OF LAKEVILLE 7TH ADDITION FRONT ELEVATION 1/4" = 1'-0" WOOD PORCHVINYL B & BVINYL B & B712712712712412VINYL B & BVINYL B & B4" TRIM8x7 OVH. DR.16x7 OVH. DR.VINYL SIDING4" TRIMSTONECAPSTONE2'-0"BOXED COLUMNVINYL B & BFRONT ONLYVINYL SIDINGALL SIDES4" TRIMFRONT ONLYSIMONTONWINDOWSSTONE AS SHOWNFRONT ONLYALUM. SOFFIT & FASCIAALL SIDES8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOORTOTAL2nd FLR.1st FLR.1,060 SQ. FT.857 SQ. FT.1,917 SQ. FT.STONEON JOGTOTALBSM'T869 SQ. FT.2,786 SQ. FT.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode03/28/2024jnuetzman
VERIFY ALLGRADE LINESPlanco MN, Inc.C#24-004SMA272024 LEFT ELEVATION 1/8" = 1'-0" 712712SIDINGVINYL SIDINGVINYL VINYLCORNERS RIGHT ELEVATION 1/8" = 1'-0" 712712124SIDINGVINYL SIDINGVINYL VINYLCORNERS7/126" REAR ELEVATION 1/8" = 1'-0" 712712SIDINGVINYL VINYLCORNERS ROOF PLAN 1/8" = 1'-0" 1247127127127127127121'-0"6"7127122'-2"2'-0"1'-0"2'-0"1'-0"Secure door closed until deck isconstructed with a separate permit.
Planco MN, Inc.C#24-004SMA372024 BASEMENT PLAN 1/4" = 1'-0" UNEXCAVATED UP
16 R42"246828682668WHFURNF.D.92%20" FLR.TRUSS
24" O.C.
20" FLR.TRUSS
24" O.C.*UNFINISHED MECH/STORAGE 53'-0"30'-0"23'-0"11'-0"19'-0"11'-0"12'-0"27'-0"41'-0"47'-0"22'-6"24'-6"2'-0"20'-6"
6'-6"
5'-6"5'-10"14'-8"1'-0"2" LEDGE3'-4"3'-4"20'-2"10"3-2x10 CONT.FLUSH11'-8"5'-5"7'-5"8'-4" POURED FOUNDATIONSUMPTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.9"9'-6"9"TRT. 3-2x12 FLUSHTRT. 3-2x12 FLUSHTREATED
2x8
16" O.C.10'-4"3'-6"18" CANT.266840682'-6"27'-2"3'-8"10" FAMILY/REC ROOM *CARPET BEDROOM #4 *CARPET2-9 1/2" LSL9/0x4/0 SL2-9 1/2" LSL5/0x4/0 SL11'-4"9'-3"5'-11"WALKOUT3-2x4(4) TRIMMERS(3) TRIMMERS4-2x448341 PIECE FIB.*VINYLF2x6LOOKOUT
WALKOUT3-2x106/0x6/10 P.D.LOOKOUT
10'-0"
10'-0"SD/COSD ),1,6+('64)7 (;&/8'(667$,56 14'-3"12'-0"16'-8"12'-0"4'-0"TRT. 3-2x12 FLUSHTRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.TRT. 2-2x8FLUSHTREATED
2x8
16" O.C.
TREATED
2x10
16" O.C.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. FAN222UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(4) Trimmers(3) 2X10 Trtd
(3) Trimmers
Planco MN, Inc.C#24-004SMA472024 FIRST FLOOR PLAN 1/4" = 1'-0" 3068SLREF'G
S.B.3-2x106/0x6/10 P.D.3-11 7/8" LSL2-2x103/0x4/0 SHRAIL 2868PED246824682868FIREDOORWD 16" SHLVS.20682868PKT.*CARPET*WOOD8x7 OVH. DR.16x7 OVH. DR.*4" CONC. FLOOR GARAGE *2x6 WALLS3/0x5/0-2 SH3-9 1/2" LSL WOOD PORCH FOYER *WOOD KITCHEN *WOOD*WOOD DINING *CARPET GREAT ROOM W.I.C. *VINYL*VINYL*VINYLFPANTRY*WOODTOP @ 7'-6"
4/0x3/6 SL
UP
17 R
DN
16 R
HOODVENT
1,060 SQ. FT.9' CEILING @ FIRST FLOOR53'-0"30'-0"23'-0"11'-0"19'-0"11'-0"12'-0"5'-6"5'-6"1'-0"6"10'-0"6"27'-0"
12'-2"14'-10"41'-0"18'-0"11'-0"12'-0"6'-6"5'-6"5'-6"5'-6"8'-9"9'-3"47'-0"22'-6"24'-6"2'-0"20'-6"7'-6"4'-6"12'-6"3'-8"3'-10"2-2x102x612'-0"8'-6"5'-6"4'-0"4'-10"3'-8"5'-8"3'-4"3'-4"5'-2"
5'-5"
5'-6"5'-10"
10"
14'-8"
10'-0"3'-11"5'-8"3'-0"
3'-6"SD/CO12" CANT.12" CANT.6'-6"
6'-0"6"BOXEDCOLUMN2-9 1/2" LSL5'-9"5'-3"9'-6"9'-6"22'-0"
GIRDER F.T.2-9 1/2" LSL CONT.2-9 1/2" LSL CONT.TRUSSES
24" O.C.
GIRDER F.T.2-2x10 CONT.FLUSH6"F.P.GAS2-2x10
1'-6"5'-9" (FRAMING)
5'-10" (FINISHED)
4'-10"4'-8"5'-4"
20" FLR.TRUSS
24" O.C.
20" FLR.TRUSS
24" O.C.
20" FLR.TRUSS
24" O.C.CHASE2'-0"1'-8"9/0x5/0 SLTOP @ 7'-6"WALLHUNG LT2-2x10
4 TRIMMERS4-2x62-11 7/8" LSL2-2x12TRUSSES24" O.C.2 TRIMMERS2 TRIMMERS4-2x4(3) TRIMMERS24685'-4"2'-8"3'-9"MICRO5'-6"*12x12 DECK 16'-8"12'-0"4"3'-8"8'-4"2BWPsAbove51222258PFHPFHPFH8522215-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(2) 7-1/4" LSL CONT.(2) 7-1/4" LSL CONT.4'-0"3'-6"
Planco MN, Inc.C#24-004SMA572024 SECOND FLOOR PLAN 1/4" = 1'-0" 857 SQ. FT.DN
17 R
5'-0" TUB
& SHOWER
1 PIECE FIB.F266826682668266824681668LIN.
42"
84"LIN.206824682468 W.I.C. *CARPET*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET4/0x3/0 FXTEMP2-2x106/0x5/0 SL2-2x102-2x106/0x5/0 SL2-2x102/6x3/6 SH2-2x106/0x5/0 SL1/2 WALLW/ WD. CAPSD/COSDSDSDF2x633'-0"14'-1"7'-11"11'-0"7'-2"6'-11"3'-5"4'-6"5'-4"5'-8"25'-0"
11'-0"14'-0"6'-7"2'-2"5'-5"3'-4"3'-4"33'-0"12'-4"7'-0"13'-8"1'-0"
1'-0"6'-2"6'-2"3'-3"3'-9"27'-0"
12'-6"2'-6"12'-0"
7'-2"2'-10"4'-0"2'-0"3'-6"2'-5"8'-4"3'-10"10"
5'-6"5'-10"4'-8"GIRDERACCESS
ATTIC
TRUSSES
24" O.C.
TRUSSES
24" O.C.2-7 1/4" LSLDROPPED*VINYL*VINYL506860341 PIECE FIB.
2/4x3/6 SH
2-2x10
5'-8"5'-4"
3'-10"4-2x4ATTIC
ACCESS222 22Temper ifwithin 60"of tub floor2222222-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
Planco MN, Inc.C#24-004SMA672024VENTEDSOFFITFASCIAALUM. ALUM.2'-2" CROSS SECTION 3/8" = 1'-0"
3 1/2" CONC. FLOOR8'-118"3/4" T & G FLOOR3/4" T & G FLOOR9'-118"2x6- 16" O.C.VB1/2" GYP. BD.R-20 SPRAY FOAMR-21 INSUL.SIDING20" FLOOR TRUSSES @ 24" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.R-20 SPRAY FOAMSHEATHING5/8" GYP. BD.5/8" GYP. BD.W/ V.B.2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VBSIDINGR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.SHEATHING25'-0"1'-0"R-20 SPRAY FOAM5/8" GYP. BD.GRADEMIN. R-301'-0" BATHROOM GREAT ROOM 9 1/2" I JTS. @ 16" O.C.50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES2'-0"TRUSSES @ 24" O.C.(DESIGNED BY MFR)712R-49 INSUL.ENERGY HEEL9 516"ALUM.ALUM. FASCIASOFFITVENTED1'-0"ENERGY HEEL2-7 1/4" LSL378"BOXEDCOLUMNTRT. 6x6 POST2-9 1/2" LSL6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS2-2x103-2x108'-6"7'-0"FLASHINGFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSWATER PROOFINGDRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSR-10 W/ <2.6 ACHINSUL.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED20" FLOOR TRUSSES @ 24" O.C.9 1/2" I JTS. @ 16" O.C.10"75
8"10"7 7
16"DECKING2x8 JTS. @ 16" O.C.TRT. 6x6 POST24x24 PADFOOTING12x16 PIERFOOTINGTRT. 3-2x1241216 RISERS 17 RISERSPOURED WALLGRADE2" FOAM2" FOAM W/%(9(/4'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.26'-0"14'-8"3 1/2" CONC. FLOOR2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VBR-21 SPRAY FOAMGIRDER F.T.R-49 INSUL.5/8" GYP. BD.W/ V.B.5/8" GYP. BD.W/ V.B.8'-0"8'-11
8"2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VB9'-11
8"
5/8" GYP. BD.20" FLOOR TRUSSES @ 24" O.C. FOYER CROSS SECTION 3/8" = 1'-0" GRADEPER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED
Planco MN, Inc.C#24-004SMA772024 CROSS SECTION 3/8" = 1'-0"
3 1/2" CONC. FLOOR8'-11
8"3/4" T & G FLOOR3/4" T & G FLOOR9'-11
8"2x6- 16" O.C.VB1/2" GYP. BD.R-20 SPRAY FOAMR-21 INSUL.SIDING2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.R-20 SPRAY FOAMSHEATHING5/8" GYP. BD.5/8" GYP. BD.W/ V.B.2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VBR-20 SPRAY FOAMR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-20 SPRAY FOAM5/8" GYP. BD. MASTER BEDROOM BEDROOM #2 KITCHEN 50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES2'-0"TRUSSES @ 24" O.C.(DESIGNED BY MFR)712ENERGY HEEL9 516"R-49 INSUL.4" CONC. FLOOR5/8" TYPE "X" GYP. BD. GARAGE GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS2'-0"9 5
16"ENERGY HEELTRUSSES @ 24" O.C.(DESIGNED BY MFR)25'-0"22'-0"WATER PROOFINGDRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSR-10 W/ <2.6 ACHINSUL.PER CODEWALL W/ REBAR8'-4" POURED1-2x6 TREATEDFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS%(9(/20" FLOOR TRUSSES @ 24" O.C.20" FLOOR TRUSSES @ 24" O.C.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSPOURED WALLGRADE2" FOAM2" FOAM W/%(9(/4'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.
17760 EMBERS 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.cCLAUDIO CHABLA & JENNY MORA#24-004SMA172024STONE COTTAGE CONSTRUCTION, INC.
LOT 4, BLOCK 5, PHEASANT RUN OF LAKEVILLE 7TH ADDITION FRONT ELEVATION 1/4" = 1'-0" WOOD PORCHVINYL B & BVINYL B & B712712712712412VINYL B & BVINYL B & B4" TRIM8x7 OVH. DR.16x7 OVH. DR.VINYL SIDING4" TRIMSTONECAPSTONE2'-0"BOXED COLUMNVINYL B & BFRONT ONLYVINYL SIDINGALL SIDES4" TRIMFRONT ONLYSIMONTONWINDOWSSTONE AS SHOWNFRONT ONLYALUM. SOFFIT & FASCIAALL SIDES8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOORTOTAL2nd FLR.1st FLR.1,060 SQ. FT.857 SQ. FT.1,917 SQ. FT.STONEON JOGTOTALBSM'T869 SQ. FT.2,786 SQ. FT.
VERIFY ALLGRADE LINESPlanco MN, Inc.C#24-004SMA272024 LEFT ELEVATION 1/8" = 1'-0" 712712SIDINGVINYL SIDINGVINYL VINYLCORNERS RIGHT ELEVATION 1/8" = 1'-0" 712712124SIDINGVINYL SIDINGVINYL VINYLCORNERS7/126" REAR ELEVATION 1/8" = 1'-0" 712712SIDINGVINYL VINYLCORNERS ROOF PLAN 1/8" = 1'-0" 1247127127127127127121'-0"6"7127122'-2"2'-0"1'-0"2'-0"1'-0"
Planco MN, Inc.C#24-004SMA372024 BASEMENT PLAN 1/4" = 1'-0" UNEXCAVATED UP
16 R42"246828682668WHFURNF.D.92%20" FLR.TRUSS
24" O.C.
20" FLR.TRUSS
24" O.C.*UNFINISHED MECH/STORAGE 53'-0"30'-0"23'-0"11'-0"19'-0"11'-0"12'-0"27'-0"41'-0"47'-0"22'-6"24'-6"2'-0"20'-6"
6'-6"
5'-6"5'-10"14'-8"1'-0"2" LEDGE3'-4"3'-4"20'-2"10"3-2x10 CONT.FLUSH11'-8"5'-5"7'-5"8'-4" POURED FOUNDATIONSUMPTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.9"9'-6"9"TRT. 3-2x12 FLUSHTRT. 3-2x12 FLUSHTREATED
2x8
16" O.C.10'-4"3'-6"18" CANT.266840682'-6"27'-2"3'-8"10" FAMILY/REC ROOM *CARPET BEDROOM #4 *CARPET2-9 1/2" LSL9/0x4/0 SL2-9 1/2" LSL5/0x4/0 SL11'-4"9'-3"5'-11"WALKOUT3-2x4(4) TRIMMERS(3) TRIMMERS4-2x448341 PIECE FIB.*VINYLF2x6LOOKOUT
WALKOUT3-2x106/0x6/10 P.D.LOOKOUT
10'-0"
10'-0"SD/COSD ),1,6+('64)7 (;&/8'(667$,56 14'-3"12'-0"16'-8"12'-0"4'-0"TRT. 3-2x12 FLUSHTRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.TRT. 2-2x8FLUSHTREATED
2x8
16" O.C.
TREATED
2x10
16" O.C.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. FAN3-2x10 TrtdOK
OK*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***||[[[[[[[|[OKOKOK4 - TrimmersOK3 - Trimmers
Planco MN, Inc.C#24-004SMA472024 FIRST FLOOR PLAN 1/4" = 1'-0" 3068SLREF'G
S.B.3-2x106/0x6/10 P.D.3-11 7/8" LSL2-2x103/0x4/0 SHRAIL 2868PED246824682868FIREDOORWD 16" SHLVS.20682868PKT.*CARPET*WOOD8x7 OVH. DR.16x7 OVH. DR.*4" CONC. FLOOR GARAGE *2x6 WALLS3/0x5/0-2 SH3-9 1/2" LSL WOOD PORCH FOYER *WOOD KITCHEN *WOOD*WOOD DINING *CARPET GREAT ROOM W.I.C. *VINYL*VINYL*VINYLFPANTRY*WOODTOP @ 7'-6"
4/0x3/6 SL
UP
17 R
DN
16 R
HOODVENT
1,060 SQ. FT.9' CEILING @ FIRST FLOOR53'-0"30'-0"23'-0"11'-0"19'-0"11'-0"12'-0"5'-6"5'-6"1'-0"6"10'-0"6"27'-0"
12'-2"14'-10"41'-0"18'-0"11'-0"12'-0"6'-6"5'-6"5'-6"5'-6"8'-9"9'-3"47'-0"22'-6"24'-6"2'-0"20'-6"7'-6"4'-6"12'-6"3'-8"3'-10"2-2x102x612'-0"8'-6"5'-6"4'-0"4'-10"3'-8"5'-8"3'-4"3'-4"5'-2"
5'-5"
5'-6"5'-10"
10"
14'-8"
10'-0"3'-11"5'-8"3'-0"
3'-6"SD/CO12" CANT.12" CANT.6'-6"
6'-0"6"BOXEDCOLUMN2-9 1/2" LSL5'-9"5'-3"9'-6"9'-6"22'-0"
GIRDER F.T.2-9 1/2" LSL CONT.2-9 1/2" LSL CONT.TRUSSES
24" O.C.
GIRDER F.T.2-2x10 CONT.FLUSH6"F.P.GAS2-2x10
1'-6"5'-9" (FRAMING)
5'-10" (FINISHED)
4'-10"4'-8"5'-4"
20" FLR.TRUSS
24" O.C.
20" FLR.TRUSS
24" O.C.
20" FLR.TRUSS
24" O.C.CHASE2'-0"1'-8"9/0x5/0 SLTOP @ 7'-6"WALLHUNG LT2-2x10
4 TRIMMERS4-2x62-11 7/8" LSL2-2x12TRUSSES24" O.C.2 TRIMMERS2 TRIMMERS4-2x4(3) TRIMMERS24685'-4"2'-8"3'-9"MICRO5'-6"*12x12 DECK 16'-8"12'-0"4"3'-8"8'-4"*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***MFG Roof Trusses
by Others ||[[[[[[||[[||||OKOKOKOKOKOK2 - 1 3/4" x 7 1/4" LSL Cont.OKOKOKOKOK||[[[[[[[|X[OKOK 4’3’6”
Planco MN, Inc.C#24-004SMA572024 SECOND FLOOR PLAN 1/4" = 1'-0" 857 SQ. FT.DN
17 R
5'-0" TUB
& SHOWER
1 PIECE FIB.F266826682668266824681668LIN.
42"
84"LIN.206824682468 W.I.C. *CARPET*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET4/0x3/0 FXTEMP2-2x106/0x5/0 SL2-2x102-2x106/0x5/0 SL2-2x102/6x3/6 SH2-2x106/0x5/0 SL1/2 WALLW/ WD. CAPSD/COSDSDSDF2x633'-0"14'-1"7'-11"11'-0"7'-2"6'-11"3'-5"4'-6"5'-4"5'-8"25'-0"
11'-0"14'-0"6'-7"2'-2"5'-5"3'-4"3'-4"33'-0"12'-4"7'-0"13'-8"1'-0"
1'-0"6'-2"6'-2"3'-3"3'-9"27'-0"
12'-6"2'-6"12'-0"
7'-2"2'-10"4'-0"2'-0"3'-6"2'-5"8'-4"3'-10"10"
5'-6"5'-10"4'-8"GIRDERACCESS
ATTIC
TRUSSES
24" O.C.
TRUSSES
24" O.C.2-7 1/4" LSLDROPPED*VINYL*VINYL506860341 PIECE FIB.
2/4x3/6 SH
2-2x10
5'-8"5'-4"
3'-10"4-2x4ATTIC
ACCESS *** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***OKOKOKOK||[[[[[[||[[||||OKOKOKOK
Planco MN, Inc.C#24-004SMA672024VENTEDSOFFITFASCIAALUM. ALUM.2'-2" CROSS SECTION 3/8" = 1'-0"
3 1/2" CONC. FLOOR8'-118"3/4" T & G FLOOR3/4" T & G FLOOR9'-118"2x6- 16" O.C.VB1/2" GYP. BD.R-20 SPRAY FOAMR-21 INSUL.SIDING20" FLOOR TRUSSES @ 24" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.R-20 SPRAY FOAMSHEATHING5/8" GYP. BD.5/8" GYP. BD.W/ V.B.2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VBSIDINGR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.SHEATHING25'-0"1'-0"R-20 SPRAY FOAM5/8" GYP. BD.GRADEMIN. R-301'-0" BATHROOM GREAT ROOM 9 1/2" I JTS. @ 16" O.C.50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES2'-0"TRUSSES @ 24" O.C.(DESIGNED BY MFR)712R-49 INSUL.ENERGY HEEL9 516"ALUM.ALUM. FASCIASOFFITVENTED1'-0"ENERGY HEEL2-7 1/4" LSL378"BOXEDCOLUMNTRT. 6x6 POST2-9 1/2" LSL6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS2-2x103-2x108'-6"7'-0"FLASHINGFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSWATER PROOFINGDRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSR-10 W/ <2.6 ACHINSUL.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED20" FLOOR TRUSSES @ 24" O.C.9 1/2" I JTS. @ 16" O.C.10"75
8"10"7 7
16"DECKING2x8 JTS. @ 16" O.C.TRT. 6x6 POST24x24 PADFOOTING12x16 PIERFOOTINGTRT. 3-2x1241216 RISERS 17 RISERSPOURED WALLGRADE2" FOAM2" FOAM W/%(9(/4'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.26'-0"14'-8"3 1/2" CONC. FLOOR2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VBR-21 SPRAY FOAMGIRDER F.T.R-49 INSUL.5/8" GYP. BD.W/ V.B.5/8" GYP. BD.W/ V.B.8'-0"8'-11
8"2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VB9'-11
8"
5/8" GYP. BD.20" FLOOR TRUSSES @ 24" O.C. FOYER CROSS SECTION 3/8" = 1'-0" GRADEPER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED
Planco MN, Inc.C#24-004SMA772024 CROSS SECTION 3/8" = 1'-0"
3 1/2" CONC. FLOOR8'-11
8"3/4" T & G FLOOR3/4" T & G FLOOR9'-11
8"2x6- 16" O.C.VB1/2" GYP. BD.R-20 SPRAY FOAMR-21 INSUL.SIDING2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.R-20 SPRAY FOAMSHEATHING5/8" GYP. BD.5/8" GYP. BD.W/ V.B.2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VBR-20 SPRAY FOAMR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-20 SPRAY FOAM5/8" GYP. BD. MASTER BEDROOM BEDROOM #2 KITCHEN 50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES2'-0"TRUSSES @ 24" O.C.(DESIGNED BY MFR)712ENERGY HEEL9 516"R-49 INSUL.4" CONC. FLOOR5/8" TYPE "X" GYP. BD. GARAGE GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS2'-0"9 5
16"ENERGY HEELTRUSSES @ 24" O.C.(DESIGNED BY MFR)25'-0"22'-0"WATER PROOFINGDRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSR-10 W/ <2.6 ACHINSUL.PER CODEWALL W/ REBAR8'-4" POURED1-2x6 TREATEDFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS%(9(/20" FLOOR TRUSSES @ 24" O.C.20" FLOOR TRUSSES @ 24" O.C.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSPOURED WALLGRADE2" FOAM2" FOAM W/%(9(/4'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.
1.13x 8.90=3.37
min 4" hard pipe, 5" flex
Stone Cottage
HVAC Load Calculations
for
Stone Cottage
17760 Embers Ave
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Thursday, February 29, 2024
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, February 29, 2024
Client Name:Stone Cottage
Client Address:17760 Embers 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:1,354 CFM Per Square ft.:0.455
Square ft. of Room Area:2,977 Square ft. Per Ton:1,000
Volume (ft³) of Cond. Space:26,793
Building Loads
Total Heating Required Including Ventilation Air:47,803 Btuh 47.803 MBH
Total Sensible Gain:29,245 Btuh 82 %
Total Latent Gain:6,494 Btuh 18 %
Total Cooling Required Including Ventilation Air:35,739 Btuh 2.98 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:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
84 CFM 44 CFM
Infiltration Actual:0.250 AC/hr 0.130 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 20,129 X 20,129
5,032 Cu.ft./hr 2,617 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:84 CFM 44 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 (84 CFM), Construction: Unknown
Summer Infiltration Specified:0.130 AC/hr (44 CFM), Construction: Unknown
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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 2.98 1,000 2,977 29,245 6,494 35,739 47,803 901 1,354 1,354
System 1 Yes 2.98 1,000 2,977 29,245 6,494 35,739 47,803 901 1,354 1,354 24x10
Ventilation 340 1,352 1,692 4,550
Zone 1 2,977 28,905 5,142 34,047 43,253 901 1,354 1,354 24x10
1-Main Level 1,060 11,157 1,786 12,943 16,564 345 523 523 6--6
2-Upper Level 857 12,436 2,340 14,776 15,335 319 583 583 7--6
3-Lower Level 1,060 5,312 1,016 6,328 11,354 236 249 249 3--6
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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 0.1 443.7 345 523 523 6--6
2-Upper Level 450 750 0 0.1 0.1 423.9 319 583 583 7--6
3-Lower Level 450 750 0 0.1 0.1 422.5 236 249 249 3--6
Other Ducts
Supply Main Trunk 650 900 0 0.1 0.1 812.5 901 1,354 1,354 24x10
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:901
Cooling Flow:1354
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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, Btuh11.7% 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 11.7%.
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:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
535 14,894 0 16,243 16,243
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
2096 11,852 0 1,812 1,812
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
855 3,645 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
857 1,491 0 823 823
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
1060 2,306 0 0 0
Subtotals for structure:35,466 0 19,230 19,230
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: 84, Summer CFM: 44 7,787 842 605 1,447
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
Total Building Load Totals:47,803 6,494 29,245 35,739
Check Figures
Total Building Supply CFM:1,354 CFM Per Square ft.:0.455
Square ft. of Room Area:2,977 Square ft. Per Ton:1,000
Volume (ft³) of Cond. Space:26,793
Building Loads
Total Heating Required Including Ventilation Air:47,803 Btuh 47.803 MBH
Total Sensible Gain:29,245 Btuh 82 %
Total Latent Gain:6,494 Btuh 18 %
Total Cooling Required Including Ventilation Air:35,739 Btuh 2.98 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:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
47,803
Btuh
Floor 5%Roof 3%
Wall 32%
Glass 31%
Door 3%
Infiltration 16%
Ventilation 10%
Building
Gain
35,739
Btuh
Roof 2%Wall 5%
Glass 45%
Door 1%
People 11%
Equipment 27%
Infiltration 4%Ventilation 5%
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
47,803
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 32%Door 3%Ventilation 10%
Roof 3%Glass 31%Infiltration 16%
Building
Gain
35,739
Btuh
0
5,000
10,000
15,000
20,000
Roof 2%Glass 45%People 11%Infiltration 4%
Wall 5%Door 1%Equipment 27%Ventilation 5%
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
535 14,894 0 16,243 16,243
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
2096 11,852 0 1,812 1,812
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
855 3,645 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
857 1,491 0 823 823
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
1060 2,306 0 0 0
Subtotals for structure:35,466 0 19,230 19,230
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: 84, Summer CFM: 44 7,787 842 605 1,447
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
System 1 Whole House Load Totals:47,803 6,494 29,245 35,739
Check Figures
Supply CFM:1,354 CFM Per Square ft.:0.455
Square ft. of Room Area:2,977 Square ft. Per Ton:1,000
Volume (ft³) of Cond. Space:26,793
System Loads
Total Heating Required Including Ventilation Air:47,803 Btuh 47.803 MBH
Total Sensible Gain:29,245 Btuh 82 %
Total Latent Gain:6,494 Btuh 18 %
Total Cooling Required Including Ventilation Air:35,739 Btuh 2.98 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:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
47,803
Btuh
Floor 5%Roof 3%
Wall 32%
Glass 31%
Door 3%
Infiltration 16%
Ventilation 10%
System
1 Whole
House
Gain
35,739
Btuh
Roof 2%Wall 5%
Glass 45%
Door 1%
People 11%
Equipment 27%
Infiltration 4%Ventilation 5%
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
47,803
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 32%Door 3%Ventilation 10%
Roof 3%Glass 31%Infiltration 16%
System
1 Whole
House
Gain
35,739
Btuh
0
5,000
10,000
15,000
20,000
Roof 2%Glass 45%People 11%Infiltration 4%
Wall 5%Door 1%Equipment 27%Ventilation 5%
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
535 14,894 0 16,243 16,243
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
2096 11,852 0 1,812 1,812
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
855 3,645 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
857 1,491 0 823 823
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
1060 2,306 0 0 0
Subtotals for structure:35,466 0 19,230 19,230
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: 84, Summer CFM: 44 7,787 842 605 1,447
System 1, Zone 1 Load Totals:43,253 5,142 28,905 34,047
Check Figures
Supply CFM:1,354 CFM Per Square ft.:0.455
Square ft. of Room Area:2,977 Square ft. Per Ton:1,049
Volume (ft³) of Cond. Space:26,793
Zone Loads
Total Heating Required:43,253 Btuh 43.253 MBH
Total Sensible Gain:28,905 Btuh 85 %
Total Latent Gain:5,142 Btuh 15 %
Total Cooling Required:34,047 Btuh 2.84 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:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
43,253
Btuh
Floor 5%Roof 3%
Wall 36%
Glass 34%
Door 3%
Infiltration 18%
System
1, Zone
1
Gain
34,047
Btuh
Roof 2%Wall 5%
Glass 48%
Door 1%
People 11%
Equipment 28%
Infiltration 4%
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
43,253
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 36%Door 3%
Roof 3%Glass 34%Infiltration 18%
System
1, Zone
1
Gain
34,047
Btuh
0
5,000
10,000
15,000
20,000
Roof 2%Glass 48%People 11%Infiltration 4%
Wall 5%Door 1%Equipment 28%
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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:1,060.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,060.0 sq.ft.Supply Air:523 CFM
Ceiling Height:9.0 ft.Supply Air Changes:3.3 AC/hr
Volume:9,540.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:6 Actual Winter Vent.:54 CFM
Runout Air:87 CFM Percent of Supply.:10 %
Runout Duct Size:6 in.Actual Summer Vent.:27 CFM
Runout Air Velocity:444 ft./min.Percent of Supply:5 %
Runout Air Velocity:444 ft./min.Actual Winter Infil.:38 CFM
Actual Loss:0.123 in.wg./100 ft.Actual Summer Infil.:20 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-12F-0sw 41 X 9 267 0.065 5.7 1,510 0.9 0 231
W -Wall-12F-0sw 41 X 9 287 0.065 5.7 1,623 0.9 0 248
N -Wall-12F-0sw 27 X 9 202 0.065 5.7 1,142 0.9 0 175
S -Wall-12F-0sw 27 X 9 199 0.065 5.7 1,125 0.9 0 172
W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
E -Gls-4A-1a-o shgc-0.33 0%S 102 0.320 27.8 2,840 35.0 0 3,571
W -Gls-4A-1a-o shgc-0.33 0%S 40 0.320 27.8 1,114 35.0 0 1,400
N -Gls-4A-1a-o shgc-0.33 100%S 41 0.320 27.8 1,141 10.4 0 427
S -Gls-4A-1a-o shgc-0.33 0%S 44 0.320 27.8 1,225 19.2 0 844
Subtotals for Structure:12,998 0 7,420
Infil.: Win.: 38.4, Sum.: 20.0 1,224 2.913 3,566 0.226 386 277
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:1,000 3,000
Room Totals:16,564 1,786 11,157
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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:857.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:857.0 sq.ft.Supply Air:583 CFM
Ceiling Height:9.0 ft.Supply Air Changes:4.5 AC/hr
Volume:7,713.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:7 Actual Winter Vent.:50 CFM
Runout Air:83 CFM Percent of Supply.:9 %
Runout Duct Size:6 in.Actual Summer Vent.:30 CFM
Runout Air Velocity:424 ft./min.Percent of Supply:5 %
Runout Air Velocity:424 ft./min.Actual Winter Infil.:34 CFM
Actual Loss:0.113 in.wg./100 ft.Actual Summer Infil.:18 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-12F-0sw 33 X 9 211 0.065 5.7 1,193 0.9 0 182
W -Wall-12F-0sw 33 X 9 212 0.065 5.7 1,199 0.9 0 183
N -Wall-12F-0sw 27 X 9 219 0.065 5.7 1,238 0.9 0 189
S -Wall-12F-0sw 27 X 9 231 0.065 5.7 1,306 0.9 0 200
E -Gls-4A-1a-o shgc-0.33 0%S 86 0.320 27.8 2,394 35.0 0 3,010
W -Gls-4A-1a-o shgc-0.33 0%S 85 0.320 27.8 2,366 35.0 0 2,975
N -Gls-4A-1a-o shgc-0.33 100%S 24 0.320 27.8 668 10.4 0 250
S -Gls-4A-1a-o shgc-0.33 0%S 12 0.320 27.8 334 19.2 0 230
UP-Ceil-16B-50 857 X 1 857 0.020 1.7 1,491 1.0 0 823
Subtotals for Structure:12,189 0 8,042
Infil.: Win.: 33.9, Sum.: 17.6 1,080 2.913 3,146 0.226 340 244
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:1,000 3,000
Room Totals:15,335 2,340 12,436
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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:1,060.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,060.0 sq.ft.Supply Air:249 CFM
Ceiling Height:9.0 ft.Supply Air Changes:1.6 AC/hr
Volume:9,540.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:3 Actual Winter Vent.:37 CFM
Runout Air:83 CFM Percent of Supply.:15 %
Runout Duct Size:6 in.Actual Summer Vent.:13 CFM
Runout Air Velocity:422 ft./min.Percent of Supply:5 %
Runout Air Velocity:422 ft./min.Actual Winter Infil.:12 CFM
Actual Loss:0.112 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
E -Wall-12F-0sw 41 X 9 268 0.065 5.7 1,516 0.9 0 232
W -Wall-15B0-10sf-10 41 X 9 369 0.049 4.3 1,573 0.0 0 0
N -Wall-15B0-10sf-10 27 X 9 243 0.049 4.3 1,036 0.0 0 0
S -Wall-15B0-10sf-10 27 X 9 243 0.049 4.3 1,036 0.0 0 0
E -Gls-4A-1a-o shgc-0.33 0%S 101 0.320 27.8 2,812 35.0 0 3,536
Floor-21A-24 1 X 1060 1060 0.025 2.2 2,306 0.0 0 0
Subtotals for Structure:10,279 0 3,768
Infil.: Win.: 11.6, Sum.: 6.0 369 2.913 1,075 0.228 116 84
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:500 1,000
Room Totals:11,354 1,016 5,312
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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
C:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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 1,060 16,564 345 6-6 444 11,157 1,786 523 523
2 Upper Level 857 15,335 319 7-6 424 12,436 2,340 583 583
3 Lower Level 1,060 11,354 236 3-6 422 5,312 1,016 249 249
Ventilation 4,550 340 1,352
System 1 total 2,977 47,803 901 29,245 6,494 1,354 1,354
System 1 Main Trunk Size:24x10 in.
Velocity:813 ft./min
Loss per 100 ft.:0.092 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.98 82% / 18%29,245 6,494 35,739
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:\ ...\17760 EMBERS LAKEVILLE 02292024.rhv Thursday, February 29, 2024, 10:29 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):
29,245Residential 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:
47,803
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
Lakeville17760 Embers Ave
BC636874
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
35,739
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