The URL can be used to link to this page

Home My WebLink AboutLA200312-19938 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 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: *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.cTYLER & COURTNEY MONSON#21-100SMA182021STONE COTTAGE CONSTRUCTION, INC. FRONT ELEVATION 1/4" = 1'-0" (2) 4x4 BRACKETS10/1210/1216x8 OVH. DR.9x8 OVH. DR.(2) 4x4 BRACKETS2/6x4/0 FXBLACKED OUTVINYL B & BVINYL B & BVINYL B & BVINYL B & B121212124125124" TRIMSTONECAPSTONE4" TRIM2'-2"1'-0"1'-0"1'-9"6.812512WOOD PORCHTOTAL2nd FLR.1st FLR.1,207 SQ. FT.1,126 SQ. FT.2,333 SQ. FT.8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOORTOTALBSM'T788 SQ. FT.3,121 SQ. FT.VINYL B & BFRONT ONLYVINYL SIDINGSIDES & REARSTONE AS SHOWNFRONT & LEFT SIDEANDERSON 100 SERIESWINDOWSALUM. SOFFIT & FASCIAALL SIDESSTONEON JOG712Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/18/2022dmathews VERIFY ALLGRADE LINESPlanco MN, Inc.C#21-100SMA282021 LEFT ELEVATION 1/8" = 1'-0" VINYLCORNERS71212/124/121'-9"2'-0"SIDINGVINYL SIDINGVINYL 124 RIGHT ELEVATION 1/8" = 1'-0" VINYLCORNERSSIDINGVINYL SIDINGVINYL 1256.8125/121'-0"6"7/1212/1212/12712 REAR ELEVATION 1/8" = 1'-0" VINYLCORNERSSIDINGVINYL SIDINGVINYL 4/126"1'-0"712 ROOF PLAN 1/8" = 1'-0" 7127121241212121212121242'-0"6"2'-2"1'-0"1'-10"1'-9"1'-9"1'-0"1'-0"12512/6.8125 2'-3"1'-0"6" Planco MN, Inc.C#21-100SMA382021 BASEMENT PLAN 1/4" = 1'-0" 3/4 R.I. UNFINISHED UNEXCAVA FINISHED EXTRA 8'-4" POURED FOUNDATION(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED 48 3436"5068266824682-2x103/6x5/0 FX2/6x5/0 SH2/6x5/0 SH3"3"3068FULLVIEW2-2x10 3/0x5/0 SH 3'-3" 2-2x10 2-9 1/2" LSL6/0x5/0 SL BEDROOM #4 *CARPET1 PIECE FIB.F*L.V.T.NO FTG.@ TOILET2-2x1028683-2x102868WHFURNF.D.92%SH'S FUT. EXERCISE RM *UNFINISHED2668 FAMILY/REC ROOM *CARPET11 7/8" I JOIST 19.2" O.C. 11 7/8" I JOIST 19.2" O.C. 11 7/8" LSL JOISTS 11 7/8" LSL JOISTS*UNFINISHED49'-0"12'-0"37'-0"7'-0"15'-0"7'-7"53'-0"26'-6"26'-6"6'-0"20'-6"24'-6"2'-0"49'-0"30'-6"18'-6"11'-0"19'-6"7'-6"11'-0"42'-0" 6'-0"36'-0" 6'-6"),1,6+('64)7(;&/8'(667$,569"9'-6"9"4'-0" 15'-0"7'-0" 10'-6" TREATED 2x8 16" O.C.TRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSH18'-0"4'-6" LOOKOUT WALKOUTWALKOUTWALKOUTLOOKOUT 10'-0" 10'-0" 3'-3" 8'-6"2'-6"12'-10"TREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS4'-3"3'-9"10"4'-8"11'-4"5'-8"8'-0"11'-0"WALLEDGEWALLEDGE10'-2"20'-2"7'-2"3'-9"6'-2"SD/COSD7'-6"7'-6"7'-5"112"112"4'-0"4'-0"TRT. 6x6 POSTON 18" CONC.TUBE FTG.TRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSH TRT. 2-2x10FLUSHTREATED 2x10 12" O.C. 10'-0" 6'-3"18'-9"18" CANT.@ F.P.1-11 7/8" LSLFLUSH333UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(3)14" LVL Planco MN, Inc.C#21-100SMA482021 FIRST FLOOR PLAN 1/4" = 1'-0" 2468MICROOVEN/REF'G16" S.B. 30" COOKTOP W/ HOODVENT24682868FULLVIEW48" BENCH 78" BUILT-INS 2868FRZ'R24" SH'S PANTRY*L.V.T.2868 C.O.266826683068SLSL5/0x5/0 SL2-9 1/2" LSL30"CHASE2868FIREDOOR9x8 OVH. DR.16x8 OVH. DR.LT3068FULLVIEW6"F.P.GAS2-2x10 1'-6"5'-9" (FRAMING) 5'-10" (FINISHED) RAISED HEARTH 96" T.V.26" B.I.UP17 RDN15 RGIRDER F.T.10" FOYER *WOOD*WOOD DINING KITCHEN *WOOD OFFICE *CARPET*WOOD GREAT ROOM 2-2x10 WOOD PORCH *L.V.T. W.I.C. *L.V.T.*4" CONC. FLOOR GARAGE *2x6 WALLS2-2x10 3/0x6/0 SH TOP @ 8'2-2x103/6x6/0 FXTOP @ 8'2/6x6/0 SH2/6x6/0 SH2-9 1/2" LSL4/0x6/0 FXTOP @ 8'3/0x6/0 SH3/0x6/0 SH3"3"3"3"2x2 2x62x6*WOODF49'-0"12'-0"37'-0"7'-0"15'-0"15'-0"7'-6"7'-6"6'-7"8'-5"53'-0"26'-6"26'-6"6'-0"20'-6"24'-6"2'-0" 3'-3" 9'-4"11'-2"4'-6" 2'-2"7'-4"5'-6"1'-4"3'-10"49'-0"30'-6"18'-6"11'-0"19'-6"7'-6"11'-0"REF'GU.C.RAIL5'-6"3'-9"3'-9"9"9'-6"9"CEDAR WRAP6x6 POST42'-0" 6'-0"36'-0" 6'-6" 6'-0"6" 11'-0"8'-0"17'-0" 3'-4"4'-8"9'-0"WALLEDGEWALLEDGE1,207 SQ. FT.9' CEILING @ FIRST FLOOR2x62x64'-8"6'-8"5'-10"4'-0" 14'-0"11'-0" 9'-1"10'-0"4'-0"3'-3"3'-6" 8'-0" 3'-3" 2-2x10 4'-3"3'-9"6'-0"6'-4"5'-10"5'-2"9'-9"9'-9"15'-0"7'-0" 20" FLR.TRUSS 24" O.C. 20" FLR.TRUSS 24" O.C. 20" FLR.TRUSS 24" O.C.SD/CO*15x10 DECK DN TO GRADE24" CAN.TTRUSSES24" O.C.TRUSSES 24" O.C. 2-2x10 TRUSSES24" O.C.3'-0"2'-6"20684'-3"3-14" LVL FLUSH2-11 7/8" LSL2-2x122-7 1/4" LSL2-7 1/4" LSL2-7 1/4" LSL 2-9 1/2" LSL2-2x102-9 1/2" LSLFLUSH2-2x10 FLUSH89883336PFHPFHPFH(2)9-1/2" LSL(2)14" LVL Planco MN, Inc.C#21-100SMA582021 SECOND FLOOR PLAN 1/4" = 1'-0" 1,126 SQ. FT.DN17 R72"2468PKT.GLASS PANELON 1/2 WALL6648246836" LIN. 2468 C.O.LTWD36"286828681668LIN.24682-9 1/2" LSL7/6x5/0 SL3-2x106/0x4/6 SL2-2x102/6x4/0 SH*CARPET MASTER BEDROOM *CARPET BEDROOM #2 26685'-0" TUB & SHOWER 1 PIECE FIB. 1/2 WALL W/ WD. CAP60682668 2-2x10 6/0x2/0 FX 2-2x10 2/0x2/0 FX 2-2x10 5/0x2/0 FX *C.T.*C.T.FFF48"18"LIN.2468*L.V.T.*CARPET W.I.C. *CARPET W.I.C. BEDROOM #3 *CARPET*L.V.T.ACCESS ATTIC 2-2x106/0x4/6 SL5/0x6/0 FX TEMP 2-2x10 TOP @ 8' OFF LNDG.SDSDSDSD/CO37'-0"13'-6"6'-6"5'-0"12'-0"6'-11"6'-7"1'-11"4'-7"5'-10"6'-2"27'-0" 8'-2"3'-4"15'-6" 7'-11"7'-7"1'-8"4'-3" 36'-0" 11'-0"8'-0"5'-8"11'-4"WALLEDGE4'-3"3'-9" 7'-4"4'-0"11'-10"4'-1"2'-6"5'-1"37'-0"18'-0"15'-0"4'-0"7'-6"7'-6"2'-10"12'-2"4'-3"3'-9"4'-8"5'-10"6'-8"7'-4"7'-0"5'-6"1'-0"9'-0" 3'-11"1'-8" 4'-2"TRUSSES24" O.C.TRUSSES 24" O.C. TRUSSES 24" O.C.*12" BOX VAULTMEDICINECABINETS2'-0"Temper if glasswithin 60" of floor.3333332BWL 8-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). Planco MN, Inc.C#21-100SMA682021 CROSS SECTION 3/8" = 1'-0" SHEATHINGR-21 INSUL.9'-11 8"3 1/2" CONC. FLOOR1/2" GYP. BD.VB11 7/8" LSL JOISTS TRT. 4x6 CURB2X6- 16" O.C.3/4" T & G FLOOR5/8" GYP. BD.2x6- 16" O.C.GRADE27'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.5/8" GYP. BD.W/ V.B.3/4" T & G FLOORR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.8'-11 8"20" FLOOR TRUSSES @ 24" O.C.SIDINGSHEATHING15 RISERSTRT. 4x6 CURB2X6- 16" O.C.17 RISERS (DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.SIDING6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS3- 2x12 STRINGERSTAIR NOTES:10" RUFF CUT TREADS9'-0"ALUM.ALUM. FASCIASOFFITVENTED1'-10"TRT. 6x6 POST2-7 1/4" LSL6'-0"6'-6"73 8"PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMPROOFINGWATERR-10 W/ <2.6 ACHINSUL.R-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAM11'-0"TRT. 4x4 CURB2X4- 16" O.C.GIRDER OFFICE GREAT ROOM BEDROOM #2 BEDROOM #3 CONC. PORCH16x8FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS5/8" GYP. BD.50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"71251211 7/8" I JTS. @ 19.2" O.C.SOFFIT75 8"FLASHINGPOURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.ENERGY HEEL Planco MN, Inc.C#21-100SMA782021 CROSS SECTION 3/8" = 1'-0" SHEATHINGR-21 INSUL.9'-11 8"3 1/2" CONC. FLOOR1/2" GYP. BD.VB11 7/8" LSL JOISTS 3/4" T & G FLOOR5/8" GYP. BD.2x6- 16" O.C.27'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.5/8" GYP. BD.W/ V.B.3/4" T & G FLOORR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.8'-11 8"20" FLOOR TRUSSES @ 24" O.C.(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.SIDINGPER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMPROOFINGWATERR-10 W/ <2.6 ACHINSUL.R-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAM DINING MASTER BEDROOM FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS5/8" GYP. BD.50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"71211 7/8" I JTS. @ 19.2" O.C.SOFFITFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSPOURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.ALUM.ALUM. FASCIASOFFITVENTED50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTIC1/2" SHTG.15# FELTSHINGLES4122'-0"R-49 INSUL.ENERGY HEEL6'-0"ENERGY HEELVENTEDALUM.ALUM. FASCIA1'-9"SOFFITTRT. 4x6 CURB2X6- 16" O.C.4" CONC. FLOOR5/8" TYPE "X" GYP. BD. GARAGE 16x8GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS(DESIGNED BY MFR)TRUSSES @ 24" O.C. KITCHEN 15'-6"2'-0"2'-0"1'-0"2'-0"22'-0"20'-0" MASTER BATHROOM MIN. R-30INSUL. Planco MN, Inc.C#21-100SMA882021FLOOR 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. FAN11 7/8" LSL JOISTSR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMPROOFINGWATERR-10 W/ <2.6 ACHINSUL.R-20 SPRAY FOAMFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS19'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMPROOFINGWATERR-10 W/ <2.6 ACHINSUL.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.R-20 SPRAY FOAM20" FLOOR TRUSSES @ 24" O.C.3/4" T & G FLOOR3/4" T & G FLOOR GARAGE BEDROOM #3 VENTEDSOFFITROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFITFASCIAALUM. ALUM.1/2" SHTG.SHINGLES15# FELT1'-0"(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.1212ENERGY HEELALUM. FASCIASOFFITVENTEDALUM.1'-0"ENERGY HEEL15'-0"4'-0"ALUM.ALUM. FASCIASOFFITVENTED1'-9"6.8125121212 OFFICE FOYER R-49 INSUL. CROSS SECTION 3/8" = 1'-0" BASEMENT PLAN 1/4" = 1'-0" (2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG. UNEXCAVATED 48 3436"5068266824682-2x103/6x5/0 FX2/6x5/0 SH2/6x5/0 SH3"3"3068FULLVIEW2-2x10 3/0x5/0 SH 3'-3" 2-2x10 3-2x106/0x5/0 SL BEDROOM #4 *CARPET1 PIECE FIB.F*L.V.T.NO FTG.@ TOILET2-2x1028682-2x102868WHFURNF.D.92%SH'S FUT. EXERCISE RM *UNFINISHED2668 FAMILY/REC ROOM *CARPET11 7/8" I JOIST 19.2" O.C. 11 7/8" I JOIST 19.2" O.C. 11 7/8" LSL JOISTS 11 7/8" LSL JOISTS*UNFINISHED49'-0"12'-0"37'-0"7'-0"15'-0"7'-7"53'-0"26'-6"26'-6"6'-0"20'-6"24'-6"2'-0"49'-0"30'-6"18'-6"11'-0"19'-6"7'-6"11'-0"42'-0" 6'-0"36'-0" 6'-6"9"9'-6"9"4'-0" 15'-0"7'-0" 10'-6" TREATED 2x8 16" O.C.TRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSH18'-0"4'-6" LOOKOUT WALKOUTWALKOUTWALKOUTLOOKOUT 10'-0" 10'-0" 3'-3" 8'-6"2'-6"12'-10"TREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x4 CURB2x4 - 16" O.C.FTG. SIZE BY OTHERS4'-3"3'-9"10"4'-8"11'-4"5'-8"8'-0"11'-0"WALLEDGEWALLEDGE10'-2"20'-2"7'-2"3'-9"6'-2"SD/COSD7'-6"7'-6"7'-5"112"112"4'-0"4'-0"TRT. 6x6 POSTON 18" CONC.TUBE FTG.TRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSH TRT. 2-2x10FLUSHTREATED 2x10 12" O.C. 10'-0"13'BWL 13'3'3' FIRST FLOOR PLAN 2868FIREDOOR2468MICROOVEN/REF'G16" S.B. 30" COOKTOP W/ HOODVENT24682868FULLVIEW48" BENCH 78" BUILT-INS 2868FRZ'R24" SH'S PANTRY*L.V.T.2868 C.O.266826683068SLSL5/0x5/0 SL2-9 1/2" LVL30"CHASE2868FIREDOOR9x8 OVH. DR.16x8 OVH. DR.LT3068FULLVIEW6"F.P.GAS2-2x10 1'-6"5'-9" (FRAMING) 5'-10" (FINISHED) RAISED HEARTH 72" T.V.51" B.I.UP17 RDN15 RGIRDER F.T.10" FOYER *WOOD*WOOD DINING KITCHEN *WOOD OFFICE *CARPET*WOOD GREAT ROOM 2-2x102-2x10 WOOD PORCH *L.V.T. W.I.C. *L.V.T.*4" CONC. FLOOR GARAGE *2x6 WALLS2-2x10 3/0x6/0 SH TOP @ 8'2-2x103/6x6/0 FXTOP @ 8'2/6x6/0 SH2/6x6/0 SH2-2x104/0x6/0 FXTOP @ 8'3/0x6/0 SH3/0x6/0 SH3"3"3"3"2x2 2x62x6*WOODF49'-0"12'-0"37'-0"7'-0"15'-0"15'-0"7'-6"7'-6"6'-7"8'-5"53'-0"26'-6"26'-6"6'-0"20'-6"24'-6"2'-0" 3'-3" 9'-4"11'-2"4'-6" 2'-2"7'-4"5'-6"1'-4"3'-10"49'-0"30'-6"18'-6"11'-0"19'-6"7'-6"11'-0"REF'GU.C.RAIL5'-6"3'-9"3'-9"9"9'-6"9"CEDAR WRAP6x6 POST42'-0" 6'-0"36'-0" 6'-6" 6'-0"6" 11'-0"8'-0"17'-0" 5'-31 2"4'-8"7'-01 2"WALLEDGEWALLEDGE2x62x64'-8"6'-8"5'-10"4'-0" 14'-0"11'-0" 9'-1"10'-0"4'-0"3'-3"3'-6" 8'-0" 3'-3" 2-2x10 4'-3"3'-9"6'-0"6'-4"5'-10"5'-2"9'-9"9'-9"15'-0"7'-0" 20" FLR.TRUSS 24" O.C. 20" FLR.TRUSS 24" O.C. 20" FLR.TRUSS 24" O.C.SD/CO*15x10 DECK DN TO GRADE24" CAN.TTRUSSES24" O.C.TRUSSES 24" O.C. 2-2x10 TRUSSES24" O.C.BWL 2BWL 3BWL 4BWL 5BWL 649'24'24'SEE DETAIL 1/PF-1SEE DETAIL 1/PF-18'9'5'5'8'12'10'6'3'3'7' SECOND FLOOR PLAN DN17 R72"M.C.2468PKT.GLASS PANELON 1/2 WALL6648246836" LIN. 2468 C.O.LTWD36"286828681668LIN.24683-2x107/6x5/0 SL3-2x106/0x4/6 SL2-2x102/6x4/0 SH*CARPET MASTER BEDROOM *CARPET BEDROOM #2 26685'-0" TUB & SHOWER 1 PIECE FIB. 1/2 WALL W/ WD. CAP60682668 2-2x10 6/0x2/0 FX 2-2x10 2/0x2/0 FX 2-2x10 5/0x2/0 FX *C.T.*C.T.FFF48"18"LIN.2468*L.V.T.*CARPET W.I.C. *CARPET W.I.C. BEDROOM #3 *CARPET*L.V.T.ACCESS ATTIC 3-2x106/0x4/6 SL5/0x6/0 FX TEMP 2-2x10 TOP @ 8' OFF LNDG.SDSDSDSD/CO37'-0"13'-6"6'-6"5'-0"12'-0"6'-11"6'-7"1'-11"4'-7"5'-10"6'-2"27'-0"8'-2"3'-4"15'-6"7'-11"7'-7"1'-8"4'-3" 36'-0" 11'-0"8'-0"5'-8"11'-4"WALLEDGE4'-3"3'-9" 7'-4"4'-0"11'-10"4'-1"2'-6"5'-1"37'-0"18'-0"15'-0"4'-0"7'-6"7'-6"2'-10"12'-2"4'-3"3'-9"4'-8"5'-10"6'-8"7'-4"7'-0"5'-6"1'-0"9'-0" 3'-11"1'-8" 4'-2"TRUSSES24" O.C.TRUSSES 24" O.C. TRUSSES 24" O.C.BWL 7BWL 8BWL 9BWL 1036'36'4'-6"4'-6"4'4'2'3'3'3'3'3'3' Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB BWL 1 2 3 4 5 6 7 8 9 10Spacing - ft 13 24 24 24 49 49 36 36 36 36Level 3 2 2 2 2 2 1 1 1 1Length req'd- ft 6.2 7.5 15.3 7.5 13.8 13.8 7.4 7.4 7.4 7.4per Table R602.10.3(1)Adjustments:Exposure 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3Eave to ridge Height 1 1 1 1 1 1 1 1 1 1Wall Height 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9# of BWL 1 1.3 1.3 1.3 1 1 1 1 1 14" Gyp WB w.block joints1 1 1 1 1 1 1 1 1 1Adjusted Length 7.7 12.0 24.6 12.0 17.0 17.0 8.7 8.7 8.7 8.7Monson Residence19938 Harrisburg Way, Lakeville, MNSheet Start Joist Layout Here. 19.2" o/c Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson HUCQ1.81/9-SDS 8- SDS25134 - 4- SDS25134 No H2 8 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty F26' 26' 0" 11 7/8" TJI 210 joist 1 8 TJI Blocking 25' 4 5/16" 11 7/8" TJI 210 joist 1 1 F22'-2 22' 0" 11 7/8" TJI 210 joist 2 8 F20' 20' 0" 11 7/8" TJI 210 joist 1 4 F18'-2 18' 0" 11 7/8" TJI 210 joist 2 2 F18' 18' 0" 11 7/8" TJI 210 joist 1 3 F8' 8' 0" 11 7/8" TJI 210 joist 1 7 F6' 6' 0" 11 7/8" TJI 210 joist 1 2 M1-3 16' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 3 TS1 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS2 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 10 TS3 10' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3 TS4 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9 TS5 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS6 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11 2x8 Flat Blocking 6' 6 11/16" 2x8 blocking (11 7/8" joist depth) 1 1 2-2x10 Trtd. 16' 0" 2 X 10 SP No.1 P 2 2 3-2x10 Trtd. 10' 0" 2 X 10 SP No.1 P 3 3 2-2x10 Trtd. 4' 0" 2 X 10 SP No.1 P 2 4 Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 2 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd1-2 10' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd3-3 4' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd2-2 4' 0" 2 x 10 SPF No.1/No.2 2 6 CS CS CS CS CSCS BBOHd3-3 BBOHd2-2BBOHd2-2TSHd1-2BBOHd2-2BBOHd1-2 TS6TS5 M1-3 F18'-2TS1RimRimRimRimRimRimRimRimRimRim Rim Rim Rim Rim Rim Rim Rim 2x8 Flat Blocking H12x8 Flat Blocking2-2x10 Trtd.3-2x10 Trtd.2-2x10 Trtd. 2-2x10 Trtd. TJI Blocking TJI BlockingF8'TJI Blocking Solid Blocking Solid Blocking TS2 19.2" O.C. TS2 19.2" O.C. F6' 19.2" O.C. F18' 19.2" O.C. TS3 19.2" O.C. TS4 19.2" O.C.F8'19.2" O.C.F8' 19.2" O.C. F20' 19.2" O.C. F26' 19.2" O.C. F22'-2 19.2" O.C. H2H2H2 E1 Alt E1 Alt 2' TJI® JOIST 2" 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers.E1 ALT Timberstrand ® LSL rim board to match TJI® depth WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. 5x5 PSL 5x5 PSL LSL Joists in this area LSL Joists in this area Customer:Job Name:Address/Lot:Stone CottageMonson19938 Harrisburg WayCity, State:Lakeville, MNPlan/Model #:#21-101Job Number:25380Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:2/18/22Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Products PlotID Length Product Plies Net Qty M1-3 16' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 3 M2-2 12' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2 TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TS3-2 20' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 TS4-2 8' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 BBO1-2 12' 0" 2 x 12 SPF No.1/No.2 2 2 BBO2-2 7' 0" 2 x 10 SPF No.1/No.2 2 2 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 TSHd3-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd1-2 10' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd2-2 7' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd3-2 5' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd5-3 4' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd4-2 4' 0" 2 x 10 SPF No.1/No.2 2 8 BBOHd4-2 BBOHd3-2M1-3 BBOHd4-2BBOHd5-3 BBOHd2-2BBOHd4-2BBOHd4-2BBOHd1-2 TSHd2-2 TSHd1-2 BBO2-2 TS2-2 TSHd2-2 M2-2TS3-2 TS4-2TSHd3-2BBO1-2 TS1-2 3-2x6← Floor Trusses →4-2x6 4-2x6 Customer:Job Name:Address/Lot:Stone CottageMonson19938 Harrisburg WayCity, State:Lakeville, MNPlan/Model #:#21-101Job Number:25380Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:2/18/22Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd2-3 7' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd3-2 6' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd4-2 3' 0" 2 x 10 SPF No.1/No.2 2 4 TSHd1-2 BBOHd4-2 BBOHd2-3 BBOHd1-2BBOHd1-2BBOHd4-2BBOHd3-2Girder Truss BBOHd3-23-2x6 3-2x6 Customer:Job Name:Address/Lot:Stone CottageMonson19938 Harrisburg WayCity, State:Lakeville, MNPlan/Model #:#21-101Job Number:25380Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:2/18/22Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Stone Cottage HVAC Load Calculations for Monson 19938 Harrisburg Way Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Monday, January 31, 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:Monday, January 31, 2022 Client Name:Monson Client Address:19938 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 South 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:1,286 CFM Per Square ft.:0.365 Square ft. of Room Area:3,524 Square ft. Per Ton:1,228 Volume (ft³) of Cond. Space:31,716 Building Loads Total Heating Required Including Ventilation Air:54,893 Btuh 54.893 MBH Total Sensible Gain:27,798 Btuh 81 % Total Latent Gain:6,633 Btuh 19 % Total Cooling Required Including Ventilation Air:34,431 Btuh 2.87 Tons (Based On Sensible + Latent) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\ ...\19938 HARRISBURG LAKEVILLE 01312022.rhv Monday, January 31, 2022, 11:48 AM Builders Associaton of Minnesota version 101014 Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring Location (or future location) of Fan: Other Please Describe Here x 10/15 x x x 20 x 20 x 21 x 49 x x x x x Not applicable, all ducts located in conditioned space x Not required per mech. code Passive Powered Interlocked with exhaust device. Describe:Input in BTUS: 70,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code x Passive Low: Other, describe: x Low: Location of fan(s), describe: Cfm's 4" " round duct OR Flex " metal duct ML193UH070 Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 3 Ton50 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 200CFM Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 27,798Residential 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: 54,893 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 Lakeville19938 Harrisburg Way BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 34,431 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 AM