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Home My WebLink AboutLA224889-19669 Harbor Dr 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 LOT 13, BLOCK 1, BERRES RIDGE 8TH ADDITION*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.cJIM & RHONDA BEARD#24-027SMA182024STONE COTTAGE CONSTRUCTION, INC. 19669 HARBOR DRIVE, LAKEVILLE FRONT ELEVATION 1/4" = 1'-0" 16x7 OVH. DR.9x8 OVH. DR.STONEON JOG8127127124" TRIM4" TRIMVINYLB & B6/128121'-6"6"WOOD PORCH4" TRIM8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOORTOTAL2nd FLR.1st FLR.1,278 SQ. FT.1,485 SQ. FT.2,763 SQ. FT.4" LP TRIMTHERMO-TECH WDWS.STONE AS SHOWNFRONT ONLYGRIDS IN WDWS.FRONT ONLYFRONT ONLYVINYL B & BFRONT ONLY4" EXPOSURE VINYL SIDINGALL SIDES16x16 BOXEDLP COLUMNSWRAPSTONE 12"WRAPSTONE 12"4/12TOTALBSM'T887 SQ. FT.3,650 SQ. FT.4" VINYL TRIMFRONT ONLYVINYLB & B4" VINYL SIDING4" VINYL SIDINGVINYLB & BVINYLB & B4" VINYL SIDING4" VINYL SIDINGConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode06/11/2024jnuetzman VERIFY ALLGRADE LINESPlanco MN, Inc.C#24-027SMA282024 LEFT ELEVATION 1/8" = 1'-0" 7128128121'-6"SIDINGVINYL VINYLCORNERS6128/12WRAPSTONE 12"WDW. WELLEGRESS RIGHT ELEVATION 1/8" = 1'-0" 812712812SIDINGVINYL VINYLCORNERS1'-0"1'-9"1'-0"WRAPSTONE 12"SIDINGVINYL REAR ELEVATION 1/8" = 1'-0" 812712SIDINGVINYL VINYLCORNERS1'-6" ROOF PLAN 1/8" = 1'-0" 8/121'-6"1'-9"1'-0"1'-9"1271271278128128126/12GIRDERGIRDERGIRDER1'-6"8/121'-0"8124/12GIRDER GIRDER1'-6"Secure door closed until deck isconstructed with a separate permit. Planco MN, Inc.C#24-027SMA382024 BASEMENT PLAN 1/4" = 1'-0" UP15 R UNEXCAVATED WHFURNF.D.92%SUMP4834 FAMILY/REC ROOM *CARPET MECH/STORAGE *UNFINISHED2-2x102868TREATED 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 OTHERS54'-0"17'-0"15'-0"12'-0"45'-0"23'-6"30'-6"11'-0"19'-6"11'-6"12'-0"38'-0"3'-0"35'-0"11'-8"7'-4"13'-2" 1'-0"44'-0"22'-6"22'-6" 2'-0"20'-6"19'-6"3'-0"4'-6"5'-10"13'-8"3'-8"3'-8" 14'-0"8'-0"20'-0"10'-0"2" LEDGE8'-4" POURED FOUNDATIONWALLEDGEWALLEDGE42" 14" I JOIST 19.2" O.C. 14" I JOIST 19.2" O.C. 14" LSL JOIST 19.2" O.C. 14" I JOIST 19.2" O.C.10"5'-0"RADONVENT7'-0"12" CANT.@ F.P.6'-0"1 PIECH FIB.F*VINYL BEDROOM #5 *CARPET10'-4"),1,6+('64)7127,1&/8',1*67$,564'-0"1-14" LVLFLUSH1-14" LVL FLUSH 7'-0"3'-9"3'-9"4'-8"2-2x105/0x3/6 SL(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.5'-6"6"9"10'-6"9"TREATED 2x8 16" O.C.TRT. 3-2x10 FLUSHTRT. 3-2x10 FLUSH24682468266824682x62'-10"8'-10"3'-6"5'-5"10'-6"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).SmokeSmokeCOUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. Planco MN, Inc.C#24-027SMA482024 FIRST FLOOR PLAN 1/4" = 1'-0" 1,278 SQ. FT.9' CEILING @ FIRST FLOOR54'-0"17'-0"15'-0"12'-0"PED 45'-0"MICROOVEN/REF'GUP17 RDN15 R30682/0x5/0 SH9x7 OVH. DR.16x7 OVH. DR.26682868FIREDOOR FOYER *WOOD*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM OFFICE *CARPET*4" CONC. FLOOR GARAGE WOOD PORCH 23'-6"30'-6"11'-0"19'-6"14'-2"12'-0"38'-0"3'-0"35'-0"11'-8"7'-4"16'-0"6'-0"5'-6"6" 1'-0"44'-0"9'-4"7'-8"7'-6"7'-6"22'-6"22'-6" 2'-0"20'-6"19'-6"3'-0"20'-0"10'-0"5'-11"5'-1"9'-9"9'-9"2'-10"3'-8"3'-8"4'-6"6'-8"10"WALLEDGEWALLEDGE2x62x6RAIL2'-6"3'-6"GYP. BD.6'-3"9"FSD14'-0"CHASE30" COOKTOPW/ HOODVENT5/0x5/0 SL2-2x1020" FLR.TRUSS 24" O.C. GIRDER F.T.2-2x102-2x102-9 1/2" LSL DROPPED2-2x10 FLUSH3-7 1/4" LVL3-7 1/4" LVL2-11 7/8" LSL2-2x12RADONVENT*2x6 WALLSTRUSSES24" O.C.4'-6"3'-9"16" SH'S24682468406840681'-10"PANTRYREF'G U.C.10" S.B.*L.V.T.*L.V.T.*L.V.T.2868 C.O. 13'-2"8'-2"3'-6"3'-1012"6'-2"13'-4"5'-9"8'-0"7'-6"2'-7"REF'G RECESS 2-2x102/6x2/6 AWN2-2x10 2/6x4/0 SH 20" FLR.TRUSS 24" O.C.11'-8"9'-6"TRASH ACCESSATTIC1'-11"1'-11" FLR. TRUSSES 24" O.C.FLUSH2-11 7/8" LSL FLUSH2-11 7/8" LSL2-2x103"2/0x5/0 SH2-2x103"20" FLR.TRUSS 24" O.C. 12" SH'S 9'-4"2x62x62-9 1/2" LVL90610 P.D.9/0x5/0 SL3-9 1/2" LVLTOP @ 6'-10"1'-0"F.P.GAS2-2x101'-0"5'-9" (FRAMING) 5'-10" (FINISHED) 5'-8"4'-8"5'-8"7'-6"16x16 BOXEDCOLUMNSGIRDERGIRDER GIRDER 20" FLR.TRUSS 24" O.C. 10'-2" 3'-8"6'-0"2'-0"22'-0"20" FLR.TRUSS 24" O.C. 2-9 1/2" LSL FLUSH FLUSH 2-11 7/8" LSL 3'-0" 5'-6" (2) FLOATING SH'S12" FALSE BACK20682068*612 SQ. FT.9"*COMPOSITE DECKING-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).BWPsAboveCS-WSPCS-WSPCS-WSPCS-WSP8LSTHD8CS-PFCS-PF8CS-WSPCS-WSP12Balloon Framed Wall atStairway - See Detail onPage FR-03.1BWPsAbovePFHVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. Planco MN, Inc.C#24-027SMA582024 SECOND FLOOR PLAN 1/4" = 1'-0" 1,485 SQ. FT.DN17 R5/0x6/0 FIXED2-2x10 40" OFF LANDING TEMP 44'-0"17'-0"15'-0"12'-0"42'-6"1'-6"38'-0"3'-0"12'-0"7'-4"13'-2"WALLEDGEWALLEDGE44'-0"30'-0"14'-0"14'-8"11'-10"4'-6"5'-10"3'-8"3'-8"2x6RADONVENT20'-0" 2'-8"*CARPET3'-8"3'-8"3'-6"2468PKT.246824682468246826685'-0" TUB & SHOWER 1 PIECE FIB.2'-6"F74"16'-0"9'-6"2'-7"14'-5"LTWD2468246824688'-0"20682068286826682668LIN.LIN.166824682668246824682'-10"483442"1 PIECE FIB.32x60FREESTANDINGTUB12'-11"7'-1" 72"24682468 C.O.*C.T.FFF*VINYL*VINYL*VINYL9/0x5/0 SL2-2x103-2x106/0x5/0 SL2-2x105/0x2/0 FX6/0x4/6 SL2-2x106/0x4/6 SL2-2x102/0x2/0 AWN2-2x107'-6"7'-6"5'-2"11'-10"4'-0"6'-1"5'-9"3'-0"2x6*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET*CARPET W.I.C. *VINYL LNDRY 19'-6"11'-6"6'-6"12'-0"5'-11"5'-11"1'-6"2'-0"7'-5"9"9" 5'-8"5'-3"10'-0"1'-10"4'-2"8'-4"3'-6"10"4"8'-0"8'-9"5'-3"2'-6"2x61'-6"2'-6"8'-2"GIRDERTRUSSES24" O.C.TRUSSES 24" O.C.GIRDERACCESS ATTIC TRUSSES 24" O.C.SD/COSDSDSDSD7'-3"4'-0"*BOX VAULT3'-0"2'-6"1/2 WALL W/WD. CAP(2) FLOATINGSHLVS.27"60362468*C.T.2068LIN.FIB. BASE C.T. WALLS TO CLG.2x67'-3"5'-8"2'-6"3'-8"3'-11"4"TemperTemper ifwithin 60"of tub floor-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).CS-WSPCS-WSPCS-WSPCS-WSPCS-WSPCS-WSPCS-WSPVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. Planco MN, Inc.C#24-027SMA682024 CROSS SECTION 3/8" = 1'-0" 17 RISERS 9'-11 8"3/4" T & G FLOORCURBTREATED 4x415 RISERS 14" I JTS. @ 19.2" O.C.CURB2X6- 16" O.C.TREATED 4x63 1/2" CONC. FLOOR2X4- 16" O.C.CURB2X6- 16" O.C.TREATED 4x6SIDING5/8" 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.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.VBSIDING3'-0"1'-0"PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE SHEATHINGR-20 SPRAY FOAMR-20 SPRAY FOAMSHEATHINGENERGY HEELENERGY HEEL6'-0"(DESIGNED BY MFR)TRUSSES @ 24" O.C.GRADE34'-0"4'-0"GIRDERR-20 SPRAY FOAMVENTEDFASCIAALUM. ALUM.3-7 1/2" LVL1261'-6"5'-6"5 1 16"SOFFIT50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"712HOUSE WRAPHOUSE WRAPR-30 INSUL.MIN.20" FLOOR TRUSSES @ 24" O.C.8'-11 8"TRT. 6x6 POST2-11 7/8" LSL2-11 7/8" LSLR-20 SPRAY FOAM16x16 BOXEDCOLUMNS75 8"2X6- 16" O.C.14" LSL JTS. @ 19.2" O.C.5/8" GYP. BD.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS OFFICE GREAT ROOM BEDROOM #4 BEDROOM #3 FAMILY/REC RM MECH/STORAGE 71 2"DECKING2x8 JTS. @ 16" O.C.TRT. 6x6 POST24x24 PADFOOTING12x16 PIERFOOTINGTRT. 3-2x10PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSGRADECOMPOSITE Planco MN, Inc.C#24-027SMA7820244" CONC. FLOOR GARAGE GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS CROSS SECTION 3/8" = 1'-0" 9'-118"3/4" T & G FLOOR 3 1/2" CONC. FLOOR8'-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.VBR-20 SPRAY FOAMR-20 SPRAY FOAMPER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAM1/2" SHTG.15# FELTSHINGLES10'-53 8"(DESIGNED BY MFR)TRUSSES @ 24" O.C.20'-0"22'-0"4'-0"71212'-101116"1/2" GYP. BD.SIDINGSHEATHINGHOUSE WRAPSIDINGSHEATHINGHOUSE WRAP20" FLOOR TRUSSES @ 24" O.C.14" I JST. @ 19.2" O.C. (DESIGNED BY MFR)TRUSSES @ 24" O.C.5/8" GYP. BD.3'-0"GIRDER MASTER BEDROOM DINING KITCHEN FAMILY/REC RM FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS16'-0"2'-6"1'-0"3'-0"PER CODEWALL W/ REBAR8'-4" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSGRADEFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS Planco MN, Inc.C#24-027SMA882024 GARAGE 9'-11 8"3/4" T & G FLOOR CROSS SECTION 3/8" = 1'-0" 14" 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 @ 24" O.C.R-20 SPRAY FOAMGRADEPOURED WALL2X6- 16" O.C.10'-53 8"FASCIAALUM. SOFFITVENTEDALUM.1/2" SHTG.15# FELTSHINGLES1'-6"812(DESIGNED BY MFR)TRUSSES @ 24" O.C.711 16"GIRDER6'-0"5/8" GYP. BD.R-20 SPRAY FOAMR-30 INSUL.MIN.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT24'-0"CLEAT15'-3"SIDINGSHEATHINGHOUSE WRAP MECH/STORAGE FOYER BEDROOM #2 2'-0"FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFLOOR 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 6/3/2024 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING PLAN 19669 HARBOR DRIVE, ROSEMOUNT, MN 55068STONE COTTAGE CONSTRUCTIONAL AR TML 1/8" = 1'-0"05/31/2024 WB-2- 6/3/2024 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING PLAN 19669 HARBOR DRIVE, ROSEMOUNT, MN 55068STONE COTTAGE CONSTRUCTIONAL AR TML 1/8" = 1'-0"05/31/2024 WB-3- · · · · · 6/3/2024 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 19669 HARBOR DRIVE, ROSEMOUNT, MN 55068STONE COTTAGE CONSTRUCTIONAL TML TML 1/8" = 1'-0"05/31/2024 FR-02- 6/3/2024 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 19669 HARBOR DRIVE, ROSEMOUNT, MN 55068STONE COTTAGE CONSTRUCTIONAL TML TML 1/8" = 1'-0"05/31/2024 FR-03- 6/3/2024 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 19669 HARBOR DRIVE, ROSEMOUNT, MN 55068STONE COTTAGE CONSTRUCTIONAL TML TML 1/8" = 1'-0"05/31/2024 FR-03.1- Stone Cottage HVAC Load Calculations for Beard 19669 Harbor Dr Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Tuesday, May 21, 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:Tuesday, May 21, 2024 Client Name:Beard Client Address:19669 Harbor Dr 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:1,273 CFM Per Square ft.:0.315 Square ft. of Room Area:4,041 Square ft. Per Ton:1,413 Volume (ft³) of Cond. Space:36,369 Building Loads Total Heating Required Including Ventilation Air:55,212 Btuh 55.212 MBH Total Sensible Gain:27,517 Btuh 80 % Total Latent Gain:6,804 Btuh 20 % Total Cooling Required Including Ventilation Air:34,321 Btuh 2.86 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:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 115 CFM 60 CFM Infiltration Actual:0.250 AC/hr 0.130 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 27,532 X 27,532 6,883 Cu.ft./hr 3,579 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:115 CFM 60 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 (115 CFM), Construction: Unknown Summer Infiltration Specified:0.130 AC/hr (60 CFM), Construction: Unknown C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 2.86 1,413 4,041 27,517 6,804 34,321 55,212 1,055 1,273 1,273 System 1 No 2.86 1,413 4,041 27,517 6,804 34,321 55,212 1,055 1,273 1,273 21x10 Ventilation 340 1,352 1,692 4,550 Zone 1 4,041 27,177 5,452 32,629 50,662 1,055 1,273 1,273 21x10 1-Main Level 1,278 11,088 1,905 12,993 18,361 382 519 519 6--6 2-Upper Level 1,485 14,214 2,530 16,744 21,671 451 666 666 8--6 3-Lower Level 1,278 1,875 1,017 2,892 10,630 221 88 88 1--6 C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 0.1 440.9 382 519 519 6--6 2-Upper Level 450 750 0 0.1 0.1 423.9 451 666 666 8--6 3-Lower Level 450 750 0 0.1 0.1 447.4 221 88 88 1--6 Other Ducts Supply Main Trunk 650 900 0 0.1 0.1 873.1 1,055 1,273 1,273 21x10 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:1055 Cooling Flow:1273 C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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, Btuh34.2% Diff. from Avg. (509 Btuh Excursion) 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 DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 34.2%. AED Excursion (amount by which peak exceeds 1.3 x average): 509 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. (System Concept Warning for excursion greater than 1.3 x baseline and less than 1.5 x baseline) This application has glass areas that produced relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required, or some rooms may require zone control (provided by individual, motorized, thermostatically controlled dampers). C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 0.33 439 12,221 0 12,498 12,498 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 2885 16,313 0 2,494 2,494 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1134 4,834 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 1485 2,584 0 1,426 1,426 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 1278 2,780 0 0 0 Subtotals for structure:40,010 0 16,770 16,770 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: 115, Summer CFM: 60 10,652 1,152 828 1,980 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 AED Excursion:0 0 509 509 Total Building Load Totals:55,212 6,804 27,517 34,321 Check Figures Total Building Supply CFM:1,273 CFM Per Square ft.:0.315 Square ft. of Room Area:4,041 Square ft. Per Ton:1,413 Volume (ft³) of Cond. Space:36,369 Building Loads Total Heating Required Including Ventilation Air:55,212 Btuh 55.212 MBH Total Sensible Gain:27,517 Btuh 80 % Total Latent Gain:6,804 Btuh 20 % Total Cooling Required Including Ventilation Air:34,321 Btuh 2.86 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:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 55,212 Btuh Floor 5%Roof 5% Wall 38% Glass 22% Door 2% Infiltration 19% Ventilation 8% Building Gain 34,321 Btuh Roof 4% Wall 7% Glass 36% Door 1%People 11% Equipment 28% Infiltration 6% Ventilation 5%AED Excursion 1% C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 55,212 Btuh 0 5,000 10,000 15,000 20,000 25,000 Floor 5%Wall 38%Door 2%Ventilation 8% Roof 5%Glass 22%Infiltration 19% Building Gain 34,321 Btuh 0 5,000 10,000 15,000 Roof 4%Glass 36%People 11%Infiltration 6%AED Excursion 1% Wall 7%Door 1%Equipment 28%Ventilation 5% C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 0.33 439 12,221 0 12,498 12,498 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 2885 16,313 0 2,494 2,494 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1134 4,834 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 1485 2,584 0 1,426 1,426 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 1278 2,780 0 0 0 Subtotals for structure:40,010 0 16,770 16,770 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: 115, Summer CFM: 60 10,652 1,152 828 1,980 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 AED Excursion:0 0 509 509 System 1 Whole House Load Totals:55,212 6,804 27,517 34,321 Check Figures Supply CFM:1,273 CFM Per Square ft.:0.315 Square ft. of Room Area:4,041 Square ft. Per Ton:1,413 Volume (ft³) of Cond. Space:36,369 System Loads Total Heating Required Including Ventilation Air:55,212 Btuh 55.212 MBH Total Sensible Gain:27,517 Btuh 80 % Total Latent Gain:6,804 Btuh 20 % Total Cooling Required Including Ventilation Air:34,321 Btuh 2.86 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:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 55,212 Btuh Floor 5%Roof 5% Wall 38% Glass 22% Door 2% Infiltration 19% Ventilation 8% System 1 Whole House Gain 34,321 Btuh Roof 4% Wall 7% Glass 36% Door 1%People 11% Equipment 28% Infiltration 6% Ventilation 5%AED Excursion 1% C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 55,212 Btuh 0 5,000 10,000 15,000 20,000 25,000 Floor 5%Wall 38%Door 2%Ventilation 8% Roof 5%Glass 22%Infiltration 19% System 1 Whole House Gain 34,321 Btuh 0 5,000 10,000 15,000 Roof 4%Glass 36%People 11%Infiltration 6%AED Excursion 1% Wall 7%Door 1%Equipment 28%Ventilation 5% C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 0.33 439 12,221 0 12,498 12,498 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 2885 16,313 0 2,494 2,494 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1134 4,834 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 1485 2,584 0 1,426 1,426 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 1278 2,780 0 0 0 Subtotals for structure:40,010 0 16,770 16,770 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: 115, Summer CFM: 60 10,652 1,152 828 1,980 System 1, Zone 1 Load Totals:50,662 5,452 27,177 32,629 Check Figures Supply CFM:1,273 CFM Per Square ft.:0.315 Square ft. of Room Area:4,041 Square ft. Per Ton:1,486 Volume (ft³) of Cond. Space:36,369 Zone Loads Total Heating Required:50,662 Btuh 50.662 MBH Total Sensible Gain:27,177 Btuh 83 % Total Latent Gain:5,452 Btuh 17 % Total Cooling Required:32,629 Btuh 2.72 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:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 50,662 Btuh Floor 5% Roof 5% Wall 42% Glass 24% Door 3% Infiltration 21% System 1, Zone 1 Gain 32,629 Btuh Roof 4% Wall 8% Glass 38% Door 1%People 12% Equipment 29% Infiltration 6%AED Excursion 2% C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 50,662 Btuh 0 5,000 10,000 15,000 20,000 25,000 Floor 5%Wall 42%Door 3% Roof 5%Glass 24%Infiltration 21% System 1, Zone 1 Gain 32,629 Btuh 0 5,000 10,000 15,000 Roof 4%Glass 38%People 12%Infiltration 6% Wall 8%Door 1%Equipment 29%AED Excursion 2% C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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:1,278.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,278.0 sq.ft.Supply Air:519 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.7 AC/hr Volume:11,502.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:51 CFM Runout Air:87 CFM Percent of Supply.:10 % Runout Duct Size:6 in.Actual Summer Vent.:29 CFM Runout Air Velocity:441 ft./min.Percent of Supply:5 % Runout Air Velocity:441 ft./min.Actual Winter Infil.:50 CFM Actual Loss:0.122 in.wg./100 ft.Actual Summer Infil.:26 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain SE-Wall-12F-0sw 38 X 9 309 0.065 5.7 1,747 0.9 0 267 NW-Wall-12F-0sw 38 X 9 332 0.065 5.7 1,877 0.9 0 287 SW-Wall-12F-0sw 44 X 9 290 0.065 5.7 1,640 0.9 0 251 NE-Wall-12F-0sw 44 X 9 309 0.065 5.7 1,747 0.9 0 267 NE-Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 NE-Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 SE-Gls-4A-1a-o shgc-0.33 0%S 33 0.320 27.8 919 31.0 0 1,022 NW-Gls-4A-1a-o shgc-0.33 0%S 10 0.320 27.8 278 24.1 0 241 SW-Gls-4A-1a-o shgc-0.33 0%S 106 0.320 27.8 2,951 31.0 0 3,284 NE-Gls-4A-1a-o shgc-0.33 0%S 45 0.320 27.8 1,253 24.1 0 1,086 Subtotals for Structure:13,690 0 7,057 Infil.: Win.: 50.3, Sum.: 26.2 1,476 3.165 4,671 0.246 505 363 AED Excursion:208 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 3,000 Room Totals:18,361 1,905 11,088 C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 18 Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,485.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,485.0 sq.ft.Supply Air:666 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.0 AC/hr Volume:13,365.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:8 Actual Winter Vent.:60 CFM Runout Air:83 CFM Percent of Supply.:9 % Runout Duct Size:6 in.Actual Summer Vent.:37 CFM Runout Air Velocity:424 ft./min.Percent of Supply:5 % Runout Air Velocity:424 ft./min.Actual Winter Infil.:53 CFM Actual Loss:0.113 in.wg./100 ft.Actual Summer Infil.:27 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain SE-Wall-12F-0sw 42 X 9 324 0.065 5.7 1,832 0.9 0 280 NW-Wall-12F-0sw 42 X 9 330 0.065 5.7 1,866 0.9 0 285 SW-Wall-12F-0sw 44 X 9 311 0.065 5.7 1,759 0.9 0 269 NE-Wall-12F-0sw 44 X 9 338 0.065 5.7 1,911 0.9 0 292 SE-Gls-4A-1a-o shgc-0.33 0%S 54 0.320 27.8 1,503 31.0 0 1,673 NW-Gls-4A-1a-o shgc-0.33 0%S 48 0.320 27.8 1,336 24.1 0 1,159 SW-Gls-4A-1a-o shgc-0.33 0%S 85 0.320 27.8 2,366 31.0 0 2,633 NE-Gls-4A-1a-o shgc-0.33 0%S 58 0.320 27.8 1,615 24.1 0 1,400 UP-Ceil-16B-50 1485 X 1 1485 0.020 1.7 2,584 1.0 0 1,426 Subtotals for Structure:16,772 0 9,417 Infil.: Win.: 52.8, Sum.: 27.4 1,548 3.165 4,899 0.246 530 381 AED Excursion:266 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 3,000 Room Totals:21,671 2,530 14,214 C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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:1,278.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,278.0 sq.ft.Supply Air:88 CFM Ceiling Height:9.0 ft.Supply Air Changes:0.5 AC/hr Volume:11,502.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:1 Actual Winter Vent.:29 CFM Runout Air:88 CFM Percent of Supply.:33 % Runout Duct Size:6 in.Actual Summer Vent.:5 CFM Runout Air Velocity:447 ft./min.Percent of Supply:5 % Runout Air Velocity:447 ft./min.Actual Winter Infil.:12 CFM Actual Loss:0.125 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 SE-Wall-15B0-10sf-10 38 X 9 342 0.049 4.3 1,458 0.0 0 0 NW-Wall-12F-0sw 38 X 9 342 0.065 5.7 1,934 0.9 0 296 SW-Wall-15B0-10sf-10 44 X 9 396 0.049 4.3 1,688 0.0 0 0 NE-Wall-15B0-10sf-10 44 X 9 396 0.049 4.3 1,688 0.0 0 0 Floor-21A-24 1 X 1278 1278 0.025 2.2 2,780 0.0 0 0 Subtotals for Structure:9,548 0 296 Infil.: Win.: 11.7, Sum.: 6.1 342 3.164 1,082 0.246 117 84 AED Excursion:35 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:500 1,000 Room Totals:10,630 1,017 1,875 C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 25,000 C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 21 Room Cooling Loads Bar Graphs Sensible Latent Btuh Lower Level Upper Level Main Level 0 5,000 10,000 15,000 20,000 C:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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 1,278 18,361 382 6-6 441 11,088 1,905 519 519 2 Upper Level 1,485 21,671 451 8-6 424 14,214 2,530 666 666 3 Lower Level 1,278 10,630 221 1-6 447 1,875 1,017 88 88 Ventilation 4,550 340 1,352 System 1 total 4,041 55,212 1,055 27,517 6,804 1,273 1,273 System 1 Main Trunk Size:21x10 in. Velocity:873 ft./min Loss per 100 ft.:0.112 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.86 80% / 20%27,517 6,804 34,321 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:\ ...\19669 HARBOR LAKEVILLE 05212024.rhv Tuesday, May 21, 2024, 8:57 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): 27,517Residential 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: 55,212 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 Lakeville19669 Harbor Dr BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 34,321 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 6/7/24 X PM