HomeMy WebLinkAboutLA211242 - 19921 Harrisburg Way - Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
___________________
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT
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
*ALL DOOR & WINDOW HEADERSTO BE S.P.F. #2 OR BETTERwritten 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.cBERRES RIDGE MODEL #11#23-006SMA1102023STONE COTTAGE CONSTRUCTION, INC. FRONT ELEVATION 1/4" = 1'-0" 7127125126"WOOD PORCH9' POURED FOUNDATION9' CEILING @ FIRST FLOORTOTAL2nd FLR.1st FLR.1,149 SQ. FT.1,314 SQ. FT.2,463 SQ. FT.ANDERSEN 100 SERIESFRONT ONLYGRIDS IN WDWS.STONE AS SHOWNFRONT & SIDESWINDOWS9" BOXEDCEDAR BEAM4" TRIMFRONT ONLY4" VINYL SIDINGSIDES & REARLP PANEL SIDINGFRONT ONLY12x12 BOXED CEDARCOL. ON 16x16x54STONE BASE161216127124'-6"SSALL SIDESALUM. SOFFIT & FASCIATOTALBSM'T816 SQ. FT.3,279 SQ. FT.8" TRIM4" TRIM4" TRIM1'-6"SSSS4" TRIM FRONT DOOR TRIM Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/13/2023dmathews
Planco MN, Inc.C#23-006SMA2102023 REAR ELEVATION 1/8" = 1'-0" SIDINGVINYL VINYLCORNERS1'-3"DECKLEDGER1'-158"101271271216127121'-0" LEFT ELEVATION 1/8" = 1'-0" 712SIDINGVINYL SIDINGVINYL VINYLCORNERS1'-0"WRAPSTONE 10"161210121'-9"1'-9"712WDW. WELLEGRESSLPPANEL RIGHT ELEVATION 1/8" = 1'-0" 3'-4"STAIRLANDINGSIDINGVINYL VINYLCORNERSLPPANELLPPANELSecure door closed until deck isconstructed with a separate permit.
Planco MN, Inc.C#23-006SMA3102023 BASEMENT PLAN 1/4" = 1'-0" UP16 R(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED WHFURNF.D.92%SUMP4834 FAMILY ROOM *CARPET BEDROOM #5 *CARPET MECH/STORAGE *UNFINISHED2-9 1/2" LSL2'-8"2'-6"2'-4"4'-0"2-11 7/8" LSL FLUSHTREATED 4x6 CURB2x6 - 16" O.C.20x8 FTG.TREATED 4x6 CURB2x6 - 16" O.C.20x8 FTG.TREATED 4x4 CURB2x4 - 16" O.C.20x8 FTG.TREATED
2x8
16" O.C.TRD. 3-2x8 FLUSHTRD. 3-2x8 FLUSH62'-0"15'-0"15'-0"14'-0"49'-0"19'-6"42'-6"8'-6"11'-0"40'-0"
4'-0"36'-0"
11'-8"7'-4"17'-0"
6'-6"
6'-0"6"
1'-0"44'-0"24'-6"24'-6"2'-0"22'-6"11'-6"13'-0"4'-6"5'-10"9'-8"3'-8"3'-8"
14'-0"8'-0"9"9'-6"9"5'-10"10'-6"14'-6"24'-0"18'-0"2" LEDGE9' POURED FOUNDATIONWALLEDGEWALLEDGE5'-0"48"11 7/8" I JST.
19.2" O.C.
11 7/8" LSL
19.2" O.C.
11 7/8" LSL
19.2" O.C.2-2x10TREATED 4x4 CURB2x4 - 16" O.C.20x8 FTG.20'-8"
11 7/8" I JST.
19.2" O.C.10"2'-6"10'-6"5'-10"2'-6"11 7/8" I JST.
16" O.C.
18'-10"1/2 WALL2-11 7/8" LSL FLUSH42x48x12 CONC.PAD FTG. W/2-#4 REBAR EACH WAY4'-0"RADONVENTTREATED 4x6 CURB2x6 - 16" O.C.20x8 FTG.),1,6+('64)76" CANT.11'-0"20'-0"11'-6"7'-11"
3'-9"
3'-7"
2-2x10
5/0x4/0 SL 4'-0"1 PIECE FIB.F*VINYL7'-4"
6'-8"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
Planco MN, Inc.C#23-006SMA4102023 FIRST FLOOR PLAN 1/4" = 1'-0" 1,149 SQ. FT.9' CEILING @ FIRST FLOOR62'-0"15'-0"15'-0"14'-0"PED
49'-0"REF'GUP17 RDN16 R16" S.B.x8'-0"2'-6"9/0x5/0 SL3-9 1/2" LSL3-9 1/2" LSL
6'-0" P.D.2'-4"2'-4"2'-4"2'-8"FIREDOORPANTRY*VINYL16" SH'S2'-8" C.O. FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM OFFICE *CARPET*4" CONC. FLOOR GARAGE WOOD PORCH 19'-6"42'-6"8'-6"11'-0"40'-0"
4'-0"36'-0"
11'-8"7'-4"17'-0"
6'-6"
5'-6"1'-0"1'-0"44'-0"8'-0"7'-0"7'-6"7'-6"8'-0"6'-0"2'-0"4'-0"2-2x102/0x2/0 AWN24'-6"11'-6"13'-0"6'-2"5'-4"24'-0"18'-0"6'-0"8'-4"9'-8"5'-0"7'-0"*VINYL*VINYL W.I.C. *VINYL5'-3"6'-6"5'-3"2'-0"3'-6"8'-0" CAB.3'-6"7'-1"3'-6"2'-10"6'-6"3'-8"3'-8"4'-6"6'-8"10"WALLEDGEWALLEDGE2x62x6RAIL2'-6"4'-10"7'-2"
11'-0"3'-6516"GYP. BD.5'-6"4'-3"9"9'-6"9"FSD14'-0"8'-0"CHASE30" SLIP-IN RANGE
W/ HOODVENT1'-0"2/6x5/0-2 SH2-9 1/2" LSL20" FLR.TRUSS
19.2" O.C.
2'-10"2'-10"
2/6x2/0 FX
2-2x10
2/6x2/0 FX
2-2x10
20" FLR.TRUSS
19.2" O.C.
GIRDER
GIRDER
3-11 7/8" LSL FLUSH2-11 7/8" LSL FLUSH
24" CANT.TRUSSES
24" O.C.
GIRDER F.T.2-2x1020" FLR.TRUSS
19.2" O.C.6'-0"2-9 1/2" LSL FLUSH2-2x103-7 1/4" LSL3-7 1/4" LSLRADONVENT*2x6 WALLSTRUSSES24" O.C.
4'-9"2-9 1/2" LSL7/6x5/0 SL2'-8"GASF.P.2x61'-0"2'-6"2'-6"12x12 BOXED CEDARCOL. ON 16x16x42STONE BASEREF'GRECESS1'-212"4'-2"RAISE 6"OFF FLOOROVEN/MICRO3"9x8 OVH. DR.11'-0"20'-0"11'-6"5'-10"5'-2"10'-0"10'-0"5'-4"6'-2"9x8 OVH. DR.16x8 OVH. DR.24'-6"2'-0"22'-6"3'-0"BUILT-INSBUILT-INS
4'-3"TRUSSES24" O.C.GIRDER
TRUSSES
24" O.C.1'-0"5'-0"2-11 7/8" LSL2-11 7/8" LSL3-11 7/8" LVL2-2x10BWPsAbove993332.57103384.5PFHPFHPFHHold-down
Planco MN, Inc.C#23-006SMA5102023 SECOND FLOOR PLAN 1/4" = 1'-0" 1,314 SQ. FT.DN17 R5'-0" TUB
& SHOWER
1 PIECE FIB.2'-6"66"2'-4"2'-6"2'-6"5'-0"2'-8"5'-0"2'-4" C.O.2'-4"2-2x107/6x5/0 SL*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET*VINYL*VINYL5/0x6/0 FIXED
2-2x10
40" OFF LANDING
TEMP 44'-0"15'-0"15'-0"14'-0"12'-10"2'-2"7'-6"7'-6"43'-0"
1'-0"38'-0"4'-0"
11'-0"2'-8"7'-4"5'-8"11'-4"WALLEDGEWALLEDGE8'-138"9'-5 5
16"3'-6"18'-0"
13'-1"4'-11"44'-0"26'-0"18'-0"12'-0"14'-0"6'-0"6'-0"7'-0"7'-0"4'-6"5'-10"5'-11"3'-8"3'-8"
15'-6"F3-2x106/0x4/6 SL2/6x4/6CSMT6'-7"6'-3"SD/COSDSDSDSDACCESS
ATTIC
2'-6"1/2 WALLW/ WD. CAP2'-0"2'-0"10'-1"3'-9"5'-4"GIRDERTRUSSES
24" O.C.
TRUSSES
24" O.C.TRUSSES24" O.C.GIRDERTRUSSES24" O.C.6'-5"2x62x6RADONVENTLIN.2'-0"5'-0"11'-2"2'-10"2'-0"7'-9"GIRDER3'-0"3'-9"4'-2 5
16"TRUSSES24" O.C.3'-8"3'-8"WD11'-35
16"1/2 WALLW/ WD. CAP7'-1"2'-4"PKT.7'-9"
2'-0"2'-0"*BOX VAULT6'-8"27"LT2/6x4/6FX2-2x102/6x4/6CSMT3"3"3"2/6x4/6-2 CSMT2-2x102'-4"112"7'-6"6'-6"12'-0"
3'-8"8'-4"12'-0"6'-0"FF2-2x105/0x4/0 FX TEMP4'-1"3'-5"1'-11"4'-7"2-2x102/6x4/0 SHPKT.FREESTANDINGTUB6454*C.T.2'-8"2'-6"*C.T.*C.T.TRUSSES
24" O.C.24"LIN.3'-4"2x2TRUSSES
24" O.C.*11'-8"x10'4"*10'-6"x12'-4"3'-0"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.103333333243
Planco MN, Inc.C#23-006SMA6102023 CROSS SECTION 3/8" = 1'-0" 17 RISERS
9'-11
8"3/4" T & G FLOORCURBTREATED 4x416 RISERS
11 7/8" I JST. @ 19.2" O.C. CURB2X6- 16" O.C.TREATED 4x63 1/2" CONC. FLOOR2X4- 16" O.C.CURB2X6- 16" O.C.TREATED 4x68'-11
8"5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-49 INSUL.11'-8"2x6- 16" O.C.1/2" GYP. BD.R-21 INSUL.1/2" GYP. BD.2x6- 16" O.C.3/4" T & G FLOOR2x42x6VBR-21 INSUL.W/ V.B.5/8" GYP. BD.VB2'-0"R-20 SPRAY FOAM20" FLOOR TRUSSES @ 19.2" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEEL6'-6"(DESIGNED BY MFR)TRUSSES @ 24" O.C.DECKING2x8 JTS. @ 16" O.C.6x6 POST35'-0"3'-0"GIRDERR-20 SPRAY FOAM3-7 1/4" LSL1251'-0"6'-0"50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1/2" SHTG.15# FELTSHINGLES1'-9"712R-30 INSUL.MIN.PROOFINGWATERR-10 W/ <2.6 ACHINSUL.24x24 PADFOOTING12x16 PIERFOOTING3-2x8GRADEVENTEDSOFFITFASCIAALUM. ALUM.TRT. 6x6 POSTSIDINGSHEATHING7/16" OSBHOUSE WRAP9" BOXEDCEDAR BEAM20X820X820X8FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSWATER PROOFINGGRADEDRAIN TILE 11 7/8" LSL @ 19.2" O.C. 5/8" GYP. BD.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS7 7
16"6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADSR-10 W/ <2.6 ACHINSUL.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATED75
8"ALUM.ALUM. FASCIASOFFITVENTED1'-9"FLASHINGAPPLY STONE TO12x12x54 TREATEDPLYWOOD BOX12x12 BOXEDCOLUMN2'-4 9
16"
11 3
16" BEDROOM #3 BEDROOM #2 GREAT ROOM OFFICE
Planco MN, Inc.C#23-006SMA7102023 CROSS SECTION 3/8" = 1'-0" 9'-11
8"3/4" T & G FLOORCURBTREATED 4x6
11 7/8" LSL @ 19.2" O.C. 3 1/2" CONC. FLOOR20X82X6- 16" O.C.8'-11
8"5/8" GYP. BD.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.VB4'-0"R-20 SPRAY FOAM20" FLOOR TRUSSES @ 19.2" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEEL(DESIGNED BY MFR)TRUSSES @ 24" O.C.7'-6"DECKING2x8 JTS. @ 16" O.C.24x24 PADFOOTING12x16 PIERFOOTING3-2x8GRADE3-7 1/4" LSL7'-0"6x6 POST35'-0"4'-0"GIRDER4'-0"GIRDERCURBTREATED 4x416X82X4- 16" O.C.2-11 7/8" LSL3-11 7/8" LSLR-20 SPRAY FOAM50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1/2" SHTG.15# FELTSHINGLES712R-30 INSUL.MIN.SIDINGSHEATHING7/16" OSBHOUSE WRAPSIDINGSHEATHING7/16" OSBHOUSE WRAP1'-0"15'-6"BOX VAULT @MASTER BDRM2'-0"2'-0"FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS11 7/8" I JST. @ 16" O.C. 5/8" GYP. BD.2X6- 16" O.C.APPLY STONE TO12x12x42 TREATEDPLYWOOD BOX2'-4 9
16"125FLASHING1'-0"VENTEDSOFFITFASCIAALUM. ALUM.9" BOXEDCEDAR BEAMTRT. 6x6 POST12x12 BOXEDCOLUMNWATER PROOFINGGRADEDRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSR-10 W/ <2.6 ACHINSUL.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATED MASTER BEDROOM BEDROOM #4 DINING FOYER
Planco MN, Inc.C#23-006SMA81020234" CONC. FLOOR GARAGE 16X8GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS CROSS SECTION 3/8" = 1'-0" 9'-118"3/4" T & G FLOOR
11 7/8" LSL @ 19.2" O.C. 3 1/2" CONC. FLOOR8'-118"5/8" GYP. BD.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.VBR-20 SPRAY FOAMR-20 SPRAY FOAM20" FLOOR TRUSSES @ 19.2" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAM(DESIGNED BY MFR)TRUSSES @ 24" O.C.10'-31
4"(DESIGNED BY MFR)TRUSSES @ 24" O.C.12'-0"24'-0"2'-7"ENERGY HEEL50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"7127'-818"1/2" GYP. BD.SIDINGSHEATHING7/16" OSBHOUSE WRAPSIDINGSHEATHING7/16" OSBHOUSE WRAPFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSWATER PROOFINGGRADEDRAIN TILE R-10 W/ <2.6 ACHINSUL.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATED2'-0"1'-0"1'-2"5'-71116"GARAGEWALL5127125'-71116"PORCHBEAM6316"
Planco MN, Inc.C#23-006SMA9102023 GARAGE 9'-11
8"3/4" T & G FLOOR CROSS SECTION 3/8" = 1'-0"
11 7/8" LSL @ 19.2" O.C. 3 1/2" CONC. FLOORPROOFINGWATER5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATED4" CONC. FLOORSLOPE TO DRAIN1/2" GYP. BD.R-10 W/ <2.6 ACHINSUL.20" FLOOR TRUSSES @ 19.2" O.C.R-20 SPRAY FOAMGIRDER6'-0"5/8" GYP. BD.R-20 SPRAY FOAMR-30 INSUL.MIN.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.CLEATFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE GIRDER(DESIGNED BY MFR)TRUSSES @ 24" O.C.161250% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICGIRDER20'-0"5'-0"
Planco MN, Inc.C#23-006SMA1010202320'-0"1'-634"1'-6"VENTEDSOFFITALUM.ALUM. FASCIA GARAGE (DESIGNED BY MFR)TRUSSES @ 24" O.C.16121/2" SHTG.15# FELTSHINGLES50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1'-63
4"1'-6"VENTEDSOFFITALUM.ALUM. FASCIA CROSS SECTION 3/8" = 1'-0" ROOF PLAN 1/8" = 1'-0" 12571216121612712712712161216127121012101271216/121'-9"1'-158"1'-9"1'-0"1'-6"1'-0"1'-2"1'-0"1'-9"1'-6"1'-3"14'-0"9516"1'-6"VENTEDSOFFITALUM.ALUM. FASCIA BEDROOM #4 (DESIGNED BY MFR)TRUSSES @ 24" O.C.16121/2" SHTG.15# FELTSHINGLES50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC9516"1'-6"VENTEDSOFFITALUM.ALUM. FASCIA CROSS SECTION 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 1/4" = 1'-0" UP16 R(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED WHFURNF.D.92%SUMP4834 FAMILY ROOM *CARPET BEDROOM #5 *CARPET MECH/STORAGE *UNFINISHED2-9 1/2" LSL2'-8"2'-6"2'-4"4'-0"2-11 7/8" LSL FLUSHTREATED 4x6 CURB2x6 - 16" O.C.20x8 FTG.TREATED 4x6 CURB2x6 - 16" O.C.20x8 FTG.TREATED 4x4 CURB2x4 - 16" O.C.20x8 FTG.TREATED
2x8
16" O.C.TRD. 3-2x8 FLUSHTRD. 3-2x8 FLUSH62'-0"15'-0"15'-0"14'-0"49'-0"19'-6"42'-6"8'-6"11'-0"40'-0"
4'-0"36'-0"
11'-8"7'-4"17'-0"
6'-6"
6'-0"6"
1'-0"44'-0"24'-6"24'-6"2'-0"22'-6"11'-6"13'-0"4'-6"5'-10"9'-8"3'-8"3'-8"
14'-0"8'-0"9"9'-6"9"5'-10"10'-6"14'-6"24'-0"18'-0"2" LEDGEWALLEDGEWALLEDGE5'-0"48"11 7/8" I JST.
19.2" O.C.
11 7/8" LSL
19.2" O.C.
11 7/8" LSL
19.2" O.C.2-2x10TREATED 4x4 CURB2x4 - 16" O.C.20x8 FTG.20'-8"
11 7/8" I JST.
19.2" O.C.10"2'-6"10'-6"5'-10"2'-6"11 7/8" I JST.
16" O.C.
18'-10"1/2 WALL2-11 7/8" LSL FLUSH42x48x12 CONC.PAD FTG. W/2-#4 REBAR EACH WAY4'-0"RADONVENTTREATED 4x6 CURB2x6 - 16" O.C.20x8 FTG.6" CANT.11'-0"20'-0"11'-6"6'-3"3'-9"5'-3"
2-2x10
5/0x4/0 SL 4'-0"1 PIECE FIB.F*VINYLFULL FOUNDATION - NO WOOD FRAMEPRESCRIPTIVE BRACING REQUIRED ON THIS LEVEL
FIRST FLOOR PLAN 62'-0"15'-0"15'-0"14'-0"PED
49'-0"REF'GUP17 RDN16 R16" S.B.x8'-0"2'-6"9/0x5/0 SL3-9 1/2" LSL2-9 1/2" LSL
6'-0" P.D.2'-4"2'-4"2'-4"2'-8"FIREDOORPANTRY*VINYL16" SH'S2'-8" C.O. FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM OFFICE *CARPET*4" CONC. FLOOR GARAGE WOOD PORCH 19'-6"42'-6"8'-6"11'-0"40'-0"
4'-0"36'-0"
11'-8"7'-4"17'-0"
6'-6"
5'-6"1'-0"1'-0"44'-0"8'-0"7'-0"7'-6"7'-6"8'-0"6'-0"2'-0"4'-0"2-2x102/0x2/0 AWN24'-6"11'-6"13'-0"6'-2"5'-4"24'-0"18'-0"6'-0"8'-4"9'-8"5'-0"7'-0"*VINYL*VINYL W.I.C. *VINYL5'-3"6'-6"5'-3"2'-0"3'-6"8'-0" CAB.3'-6"7'-1"3'-6"2'-10"6'-6"3'-8"3'-8"4'-6"6'-8"10"WALLEDGEWALLEDGE2x62x6RAIL2'-6"4'-10"7'-2"
11'-0"3'-6516"GYP. BD.5'-6"4'-3"9"9'-6"9"FSD14'-0"8'-0"CHASE30" SLIP-IN RANGE
W/ HOODVENT1'-0"2/6x5/0-2 SH2-2x1020" FLR.TRUSS
19.2" O.C.
2'-10"2'-10"
2/6x2/0 FX
2-2x10
2/6x2/0 FX
2-2x10
20" FLR.TRUSS
19.2" O.C.
GIRDER
GIRDER
2-11 7/8" LSL FLUSH2-11 7/8" LSL FLUSH
24" CANT.TRUSSES
24" O.C.
GIRDER F.T.2-2x1020" FLR.TRUSS
19.2" O.C.6'-0"2-9 1/2" LSL FLUSH2-9 1/2" LSL FLUSH2-7 1/4" LSL2-7 1/4" LSLRADONVENT*2x6 WALLSTRUSSES24" O.C.
4'-9"3-2x107/6x5/0 SL2'-8"GASF.P.2x61'-0"2'-6"2'-6"12x12 BOXED CEDARCOL. ON 16x16x42STONE BASEREF'GRECESS1'-212"4'-2"RAISE 6"OFF FLOOROVEN/MICRO3"9x8 OVH. DR.11'-0"20'-0"11'-6"5'-10"5'-2"10'-0"10'-0"5'-4"6'-2"9x8 OVH. DR.16x8 OVH. DR.24'-6"2'-0"22'-6"3'-0"BUILT-INSBUILT-INS
4'-3"TRUSSES24" O.C.GIRDER
TRUSSES
24" O.C.1'-2"5'-0"3'3'SEE DETAIL 1/PF-140'31'31'BWL 1BWL 2BWL 3BWL 4BWL 5SEE DETAIL 2/PF-13'3'3'2'-6"10'7'9'9'8'4'4'-6"
SECOND FLOOR PLAN DN17 R5'-0" TUB
& SHOWER
1 PIECE FIB.2'-6"66"2'-4"2'-6"2'-6"5'-0"2'-8"5'-0"2'-4" C.O.2'-4"2-2x107/6x5/0 SL*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET*VINYL*VINYL5/0x6/0 FIXED
2-2x10
40" OFF LANDING
TEMP 44'-0"15'-0"15'-0"14'-0"12'-10"2'-2"7'-6"7'-6"43'-0"
1'-0"38'-0"4'-0"
11'-0"2'-8"7'-4"5'-8"11'-4"WALLEDGEWALLEDGE8'-138"9'-5 5
16"3'-6"18'-0"
13'-1"4'-11"44'-0"26'-0"18'-0"12'-0"14'-0"6'-0"6'-0"7'-0"7'-0"4'-6"5'-10"5'-11"3'-8"3'-8"
15'-6"F3-2x106/0x4/6 SL2/6x4/6CSMT6'-7"6'-3"SD/COSDSDSDSDACCESS
ATTIC
2'-6"1/2 WALLW/ WD. CAP2'-0"2'-0"10'-1"3'-9"5'-4"GIRDERTRUSSES
24" O.C.
TRUSSES
24" O.C.TRUSSES24" O.C.GIRDERTRUSSES24" O.C.6'-5"2x62x6RADONVENTLIN.2'-0"5'-0"11'-2"2'-10"2'-0"7'-9"GIRDER3'-0"3'-9"4'-2 5
16"TRUSSES24" O.C.3'-8"3'-8"WD11'-3 5
16"1/2 WALLW/ WD. CAP7'-1"2'-4"PKT.7'-9"
2'-0"2'-0"*BOX VAULT6'-8"27"LT2/6x4/6FX2-2x102/6x4/6CSMT3"3"3"2/6x4/6-2 CSMT2-2x102'-4"112"7'-6"6'-6"12'-0"3'-8"8'-4"12'-0"6'-0"FF2-2x105/0x4/0 FX TEMP4'-1"3'-5"1'-11"4'-7"2-2x102/6x4/0 SHPKT.FREESTANDINGTUB6454*C.T.2'-8"2'-6"*C.T.*C.T.TRUSSES
24" O.C.24"LIN.3'-4"2x2TRUSSES
24" O.C.*11'-8"x10'4"*10'-6"x12'-4"3'-0"BWL 6BWL 7BWL 8BWL 944'40'3'3'3'4'3'2'3'3'3'3'10'
Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure C BWL 1 2 3 4 5 6 7 8 9Spacing - ft 40 40 31 31 31 40 40 44 44Level 2 2 2 2 2 1 1 1 1Length req'd- ft 11.5 11.5 9.3 9.3 9.3 6 6 6.6 6.6per Table R602.10.3(1) Adjustments: Exposure 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3Eave to ridge Height 1.12 1.12 1.12 1.12 1.12 1.24 1.24 1.24 1.24Wall Height 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9# of BWL 1 1 1.3 1.3 1.3 1 1 1 14" Gyp WB w.block joints0.7 1 1 1 1 1 1 1 1Adjusted Length 11.1 15.9 16.7 16.7 16.7 8.7 8.7 9.6 9.6Berres Ridge Model #1119921 Harrisburg Way, Lakeville, MNSheet
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):
27,469Residential 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:
53,407
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
Lakeville19921 Harrisburg Way
BC636874
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
34,049
Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat
Stone Cottage
HVAC Load Calculations
for
Stone Cottage
19921 Harrisburg Way
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Thursday, March 30, 2023
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, March 30, 2023
Client Name:Stone Cottage
Client Address:19921 Harrisburg Way
Client City:Lakeville,mn
Company Name:Lofgren Heating
Company Representative:Randy Andrews
Company Address:5708 Upper 147th Street West
Company City:Apple Vallley, MN 55124
Company E-Mail Address:rrandrews@lofgrenheating-ac.com
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces Northeast
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:1,271 CFM Per Square ft.:0.352
Square ft. of Room Area:3,612 Square ft. Per Ton:1,273
Volume (ft³) of Cond. Space:32,508
Building Loads
Total Heating Required Including Ventilation Air:53,407 Btuh 53.407 MBH
Total Sensible Gain:27,469 Btuh 81 %
Total Latent Gain:6,580 Btuh 19 %
Total Cooling Required Including Ventilation Air:34,049 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:\ ...\19921 HARRISBURG LAKEVILLE 03302023.rhv Thursday, March 30, 2023, 8:29 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
92 CFM 48 CFM
Infiltration Actual:0.250 AC/hr 0.130 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 22,167 X 22,167
5,542 Cu.ft./hr 2,882 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:92 CFM 48 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 (92 CFM), Construction: Unknown
Summer Infiltration Specified:0.130 AC/hr (48 CFM), Construction: Unknown
C:\ ...\19921 HARRISBURG LAKEVILLE 03302023.rhv Thursday, March 30, 2023, 8:29 AM
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
3/31/23 X
PM