HomeMy WebLinkAboutLA200384 -17936 Evershed Way Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
___________________
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
17936 EVERSHED WAY, LAKEVILLE*ALL DOOR & WINDOW HEADERSTO BE S.P.F. #2 OR BETTERRESIDENCE FOR:written consent of Planco MN, Inc. modified or used in any redesign without the priormay not be assigned or copied, and may not bemay not be re-used for any additional structures,structure. Planco MN reserves all rights. These planslicense is granted to use these plans to build oneCopyright for these drawings is owned by Planco MN,Planco MN, Inc.cKEN PAGEL & RYAN JOOSTBERNS#22-003SMA172022LOT 2, BLOCK 2, KNOB HILL OF LAKEVILLE 3RD ADDITION
STONE COTTAGE CONSTRUCTION, INC. FRONT ELEVATION 1/4" = 1'-0" 9' POURED FOUNDATION9' CEILING @ FIRST FLOOR9x7 OVH. DR.16x7 OVH. DR.VINYLB & BVINYLB & B1'-6"VINYLSIDING4" TRIMSTONECAPSTONE4" TRIM12x12 BOXEDCOLUMNCONC. PORCH812612612VINYL B & BSIMONTON WDWS.STONE AS SHOWNFRONT ONLYGRIDS IN WDWS.FRONT & LEFT SIDEFRONT ONLY4" EXPOSURE VINYL SIDINGALL SIDESALUM. SOFFIT & FASCIAALL SIDESSTONEON JOGTOTALBSM'T1st FLR.1,514 SQ. FT.942 SQ. FT.2,456 SQ. FT.FRONT ONLY4" VINYL TRIMConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/22/2022dmathews
VERIFY ALLGRADE LINESPlanco MN, Inc.C#22-003SMA272022 LEFT ELEVATION 1/8" = 1'-0" VINYLCORNERSSIDINGVINYL SIDINGVINYL1261'-5" RIGHT ELEVATION 1/8" = 1'-0" VINYLCORNERSSIDINGVINYL SIDINGVINYL 1268122'-0"8/12 REAR ELEVATION 1/8" = 1'-0" VINYLCORNERSSIDINGVINYL 1261'-0" ROOF PLAN 1/8" = 1'-0" 1'-5"1261261268128128/12
1'-6"1'-0"2'-0"2'-0"1'-6"1'-0"
Planco MN, Inc.C#22-003SMA372022 BASEMENT PLAN 1/4" = 1'-0" 9' POURED FOUNDATIONUP16 R UNEXCAVATED UNEXCAVATED 506826682-2x101/2 WALLBM.PKT.LOOKOUT
LOOKOUT
TRT. 4x4 CURB2x4 - 16" O.C.16x8 FTG.TRT. 4x4 CURB2x4 - 16" O.C.16x8 FTG.TRT. 4x4 CURB2x4 - 16" O.C.16x8 FTG.2-2x105/0x3/6 SL
WALKOUTWALKOUT2-2x106068 P.D.3-2x106/0x5/0 SL*UNFINISHED MECH/STORAGE WHFURNF.D.92%SUMP286811 7/8" I JTS.
19.2" O.C.
11 7/8" LSL
16" O.C.
11 7/8" LSL
19.2" O.C.*CARPET FAMILY/REC ROOM 4x4 POSTON 30"x30"x12"CONC. PAD FTG.40'-0"
2'-0"30'-0"20'-0"13'-0"19'-0"11'-0"52'-0"
22'-6"29'-6"
14'-0"15'-6"20'-6"2'-0"7'-0"42'-0"4'-0"25'-6"4'-0"8'-0"1'-0"4'-6"2" LEDGE2" LEDGE6'-11"14'-1"15'-0"6'-0"12'-0"2'-6"27'-6"7'-6"4'-0"
9'-2"3'-8" I.D.17'-2"13'-2"12'-6"5'-8"SD/CORADONVENT2-2x106/0x5/0 SL2-9 1/2" LVL DROPPED2-2x8 FLUSH1-11 7/8" LSLFLUSH14'-0"26685068286824684834F54"18"x24"LIN.1 PIECE FIB.*VINYL BEDROOM #4 BEDROOM #3 *CARPET*CARPETGASF.P.1'-8"5'-6"6'-4"SDSD2-2x10TRT. 4x4 CURB2x4 - 16" O.C.16x8 FTG.7'-6"3'-6"3'-8"11'-0"14'-8"11'-4"2'-6"11'-6"5'-8"5'-8"
3'-0"*UNFINISHED STORAGE 2x6 ),1,6+('64)7 (;&/8'(667$,56 *20x10 PATIO 12'-0"TRT. 2-2x8FLUSH112"4'-0"TREATED2x816" O.C.TRT. 3-2x12 FLUSHTREATED
2x10
16" O.C.TRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.4'-0"14'-0"SOFFIT ABOVESHOWER2-2x10DROPPED1'-8"20"x20" Pads3333UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
Planco MN, Inc.C#22-003SMA472022 FIRST FLOOR PLAN 1/4" = 1'-0" GASF.P.1'-8"3'-10"6'-4"7'-0"3'-8" I.D.RAIL10"DN16 R10'-2"286850682868 C.O.2868FIREDOOR2868PKT.WD24682468 C.O.603478"24682068LIN.2'-0"2/6x4/0 SH
2-2x10 9/0x5/0 SL2-9 1/2" LVL2-9 1/2" LSL6068 P.D.5'-0" TUB& SHOWER1 PIECE FIB.60"2'-6"F*VINYL24"x21"LIN.CAB.2468506826683068SLSL12" SOFFIT8"4'-0"8"REF'G11'-0"10'-1"5'-5"2'-6"11'-0"S.B.4'-0"7'-6" CAB.4'-0"
1'-0"*CARPET MASTER BEDROOM *WOOD GREAT ROOM *WOOD DINING KITCHEN *WOOD FOYER *WOOD OFFICE/BEDROOM #2 *CARPET W.I.C. *CARPET MUD RM *VINYL LNDRY *VINYL*C.T.FC.T. WALLSFIB. BASESDSD/COTRUSSES
24" O.C. GARAGE *4" CONC. FLOOR*2x6 WALLSTRUSSES24" O.C.9x7 OVH. DR.2-2x12 16x7 OVH. DR.2-11 7/8" LSL 20' LONG40'-0"REF'GRECESS2x62'-0"8'-2"3'-4"4'-8"9'-2"3'-6"30'-0"20'-0"13'-0"19'-0"11'-0"5'-11"5'-1"9'-6"9'-6"52'-0"
22'-6"29'-6"
14'-0"15'-6"20'-6"2'-0"7'-0"6/0x5/0 SL2-9 1/2" LSL2-2x86"12x12 BOXEDCOLUMN4'-0"1,514 SQ. FT.9' CEILING @ FIRST FLOOR42'-0"28'-6"13'-6"6'-11"6'-7"9'-0"13'-6"6'-0"4'-0"25'-6"4'-0"11'-6"5'-6"8'-6"2-2x103-2x106'-6"8'-0" CONC. PORCH 6'-6"2'-8"
7'-0"8'-6"
3'-7"4'-11"9'-6"4'-0"SLOPE FLOORFOR HDRM2x2ACCESS
ATTIC12" SOFFIT1'-0"4"6'-6"4"2x2WALLHUNG LTGLASSPANELGYP. BD.SDSDRADONVENTGIRDER 2-9 1/2" LSL7/6x5/0 SL14'-0"4'-3"4'-3"206816" SH'SPANT.*WOOD5'-9"5'-3"2-2x106/0x2/0 FXMICRO
RANGE W/HOODVENT3'-0"*INSUL. WALLS & CLG.44 1/2" TALLWALL W/ WD. CAPCAB.PANELDNTO GRADE
*12x14 DECK 50'-0"Temper2.52.5333333333385PFHPFHCO-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
Planco MN, Inc.C#22-003SMA572022 CROSS SECTION 3/8" = 1'-0" SHEATHINGSIDING1-2x6 TREATEDR-21 INSUL.9'-11
8"3 1/2" CONC. FLOORR-20 SPRAY FOAM1/2" GYP. BD.VB11 7/8" LSL JTS. @ 16" O.C.8-'4" POURED
WALL W/ REBARPER CODE3/4" T & G FLOORSILL PLATE2x6- 16" O.C.38'-0"5/8" GYP. BD.W/ V.B.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.SIDINGSHEATHING(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.WATERPROOFINGGRADE6'-0"6'-6"R-10 W/ <2.6 ACHINSUL.TRT. 6x6 POST GREAT ROOM HOUSEWRAPHOUSEWRAPFASCIAALUM. ALUM.SOFFITVENTED2'-0"ENERGY HEELFASCIAALUM. ALUM.SOFFITVENTED1'-5"2-2x8POURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"1/2" SHTG.15# FELTSHINGLESROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFITFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSCONC. PORCHTRT. 4x4 CURB2x4- 16" O.C.16x8 FOYER 612DRAIN TILE 11 7/8" I JTS. @ 19.2" O.C.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.5/8" GYP. BD.
Planco MN, Inc.C#22-003SMA672022 CROSS SECTION 3/8" = 1'-0" SHEATHINGSIDING1-2x6 TREATEDR-20 SPRAY FOAMR-21 INSUL.9'-11
8"3 1/2" CONC. FLOORR-20 SPRAY FOAM1/2" GYP. BD.VB11 7/8" I JTS. @ 19.2" O.C.8'-4" POURED
WALL W/ REBARPER CODE3/4" T & G FLOORSILL PLATE2x6- 16" O.C.30'-0"5/8" GYP. BD.W/ V.B.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.WATERPROOFING4" CONC. FLOOR GARAGE GRADEPOURED WALL2X6- 16" O.C.22'-0"SLOPE(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-10 W/ <2.6 ACHINSUL.1/2" GYP. BD.HOUSEWRAPSIDINGSHEATHINGHOUSEWRAPFASCIAALUM. ALUM.SOFFITVENTED1/2" SHTG.15# FELTSHINGLES2'-0"ENERGY HEELTRT. 4x4 CURB2x4- 16" O.C.16x8POURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.612ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT21'-812"DRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS16x873
8"
15 RISERSTRT. 4x4 CURB2x4- 16" O.C. GREAT ROOM MUD ROOM 6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS11 7/8" LSL JTS. @ 19.2" O.C.5/8" GYP. BD.
Planco MN, Inc.C#22-003SMA772022FLOOR 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. FAN6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS10"73
8"
6'-10"2-2x8 CROSS SECTION 3/8" = 1'-0" 1-11 7/8" LSL
BASEMENT PLAN 1/4" = 1'-0" 9' POURED FOUNDATIONUP16 R UNEXCAVATED UNEXCAVATED 506826682-2x101/2 WALLBM.PKT.LOOKOUT
LOOKOUT
TRT. 4x4 CURB2x4 - 16" O.C.16x8 FTG.TRT. 4x4 CURB2x4 - 16" O.C.16x8 FTG.TRT. 4x4 CURB2x4 - 16" O.C.16x8 FTG.2-2x105/0x3/6 SL WALKOUTWALKOUT3-2x106068 P.D.3-2x106/0x5/0 SL*UNFINISHED MECH/STORAGE WHFURNF.D.92%SUMP286811 7/8" I JTS.
19.2" O.C.
11 7/8" LSL
16" O.C.
11 7/8" LSL
19.2" O.C.*CARPET FAMILY/REC ROOM 4x4 POSTON 30"x30"x12"CONC. PAD FTG.40'-0"
2'-0"30'-0"20'-0"13'-0"19'-0"11'-0"52'-0"
22'-6"29'-6"
14'-0"15'-6"20'-6"2'-0"7'-0"42'-0"4'-0"25'-6"4'-0"8'-0"1'-0"4'-6"2" LEDGE2" LEDGE6'-11"14'-1"15'-0"6'-0"12'-0"2'-6"27'-6"7'-6"4'-0"
9'-2"3'-8" I.D.17'-2"13'-2"12'-6"5'-8"SD/CORADONVENT2-2x106/0x5/0 SL2-11 7/8" LVL DROPPED2-2x8 FLUSH1-11 7/8" LSLFLUSH14'-0"26685068286824684834F54"18"x24"LIN.1 PIECE FIB.*VINYL BEDROOM #4 BEDROOM #3 *CARPET*CARPETGASF.P.1'-8"5'-6"6'-4"SDSD2-2x10DROPPEDTRT. 4x4 CURB2x4 - 16" O.C.16x8 FTG.7'-6"3'-6"3'-8"11'-0"14'-8"11'-4"2'-6"11'-6"5'-8"5'-8"
3'-0"*UNFINISHED STORAGE 2x6*20x10 PATIO 12'-0"TRT. 2-2x8FLUSH112"4'-0"TREATED2x816" O.C.TRT. 3-2x12 FLUSHTREATED
2x10
16" O.C.TRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.4'-0"14'-0"SOFFIT ABOVESHOWER20'BWL 13'3'3'3'
FIRST FLOOR PLAN 1/4" = 1'-0" GASF.P.1'-8"3'-10"6'-4"7'-0"3'-8" I.D.RAIL10"DN16 R10'-2"286850682868 C.O.2868FIREDOOR2868PKT.WD24682468 C.O.603478"24682068LIN.2'-0"2/6x4/0 SH
2-2x10 9/0x5/0 SL2-9 1/2" LVL2-9 1/2" LSL6068 P.D.5'-0" TUB& SHOWER1 PIECE FIB.60"2'-6"F*VINYL24"x21"LIN.CAB.2468506826683068SLSL12" SOFFIT8"4'-0"8"REF'G11'-0"10'-1"5'-5"2'-6"11'-0"S.B.4'-0"7'-6" CAB.4'-0"
1'-0"*CARPET MASTER BEDROOM *WOOD GREAT ROOM *WOOD DINING KITCHEN *WOOD FOYER *WOOD OFFICE/BEDROOM #2 *CARPET W.I.C. *CARPET MUD RM *VINYL LNDRY *VINYL*C.T.FC.T. WALLSFIB. BASESDSD/COTRUSSES
24" O.C. GARAGE *4" CONC. FLOOR*2x6 WALLSTRUSSES24" O.C.9x7 OVH. DR.2-2x12 16x7 OVH. DR.2-11 7/8" LSL 20' LONG40'-0"REF'GRECESS2x62'-0"8'-2"3'-4"4'-8"9'-2"3'-6"30'-0"20'-0"13'-0"19'-0"11'-0"5'-11"5'-1"9'-6"9'-6"52'-0"
22'-6"29'-6"
14'-0"15'-6"20'-6"2'-0"7'-0"6/0x5/0 SL2-9 1/2" LSL2-2x86"12x12 BOXEDCOLUMN4'-0"1,514 SQ. FT.9' CEILING @ FIRST FLOOR42'-0"28'-6"13'-6"6'-11"6'-7"9'-0"13'-6"6'-0"4'-0"25'-6"4'-0"11'-6"5'-6"8'-6"2-2x103-9 1/2" LSL6'-6"8'-0" CONC. PORCH 6'-6"2'-8"
7'-0"8'-6"
3'-7"4'-11"9'-6"4'-0"SLOPE FLOORFOR HDRM2x2ACCESS
ATTIC12" SOFFIT1'-0"4"6'-6"4"2x2WALLHUNG LTGLASSPANELGYP. BD.SDSDRADONVENTGIRDER 3-2x107/6x5/0 SL14'-0"4'-3"4'-3"206816" SH'SPANT.*WOOD5'-9"5'-3"2-2x106/0x2/0 FXMICRO
RANGE W/HOODVENT3'-0"*INSUL. WALLS & CLG.44 1/2" TALLWALL W/ WD. CAPCAB.PANELDNTO GRADE *12x14 DECK 50'-0"25'25'45'BWL 4BWL 3BWL 2BWL 5BWL 63'3'3'2'-6"SEE DETAIL 1/PF-14'8'5'3'3'3'3'3'3'3'2'-6"
Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB BWL 1 2 3 4 5 6Spacing - ft 20 25 25 25 45 45Level 2 1 1 1 1 1Length req'd- ft 6.5 4 8 4 6.8 6.8per Table R602.10.3(1)Adjustments:Exposure 1.2 1.2 1.2 1.2 1.2 1.2Eave to ridge Height 1.11 1.22 1.22 1.22 1.22 1.22 Wall Height 0.9 0.95 0.95 0.95 0.95 0.95# of BWL 1 1.3 1.3 1.3 1 14" Gyp WB w.block joints1 1 1 1 1 1Adjusted Length 7.8 7.2 14.5 7.2 9.5 9.5Pagel & Joostberns Residence17936 Evershed Way, Lakeville, MN Sheet
Stone Cottage
HVAC Load Calculations
for
Pagel-joostberns
17936 Evershed Way
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Tuesday, February 8, 2022
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Stone Cottage
Farmington, MN 55024 Page 2
Project Report
General Project Information
Project Title:Stone Cottage
Project Date:Tuesday, February 8, 2022
Client Name:Pagel-joostberns
Client Address:17936 Evershed Way
Client City:Lakeville,mn
Company Name:Lofgren Heating
Company Representative:Randy Andrews
Company Address:5708 Upper 147th Street West
Company City:Apple Vallley, MN 55124
Company E-Mail Address:rrandrews@lofgrenheating-ac.com
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces 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:1,212 CFM Per Square ft.:0.400
Square ft. of Room Area:3,028 Square ft. Per Ton:1,147
Volume (ft³) of Cond. Space:27,252
Building Loads
Total Heating Required Including Ventilation Air:43,316 Btuh 43.316 MBH
Total Sensible Gain:26,316 Btuh 83 %
Total Latent Gain:5,374 Btuh 17 %
Total Cooling Required Including Ventilation Air:31,690 Btuh 2.64 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:\ ...\17936 EVERSHED LAKEVILLE RAMBLER 02082022.rhv Tuesday, February 8, 2022, 12:52 PM
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):
26,316Residential 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:
43,316
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
Lakeville17936 Evershed Way
BC636874
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
31,690
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
3/4/22 Y
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