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Home My WebLink AboutLA224164-19788 Henning Ave-Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND *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.cJAY & REBECCA HORNBLAD#24-019SMA162024STONE COTTAGE CONSTRUCTION, INC. LOT 2, BLOCK 3, BERRES RIDGE 8TH ADDITION FRONT ELEVATION 1/4" = 1'-0" 9' CEILING @ FIRST FLOOR9' POURED FOUNDATIONTOTALBSM'T1st FLR.1,684 SQ. FT.1,408 SQ. FT.3,092 SQ. FT.WOOD PORCHVINYL SIDINGSIDES & REARALUM. SOFFIT & FASCIAALL SIDESANDERSEN 100 SERIESWINDOWS812TREX DECKINGLP B & BLP B & B1'-6"12/129x8 OVH. DR.18x8 OVH. DR.LP B & BWDW. GRIDS AS SHOWNFRONT ONLY8/12812812LP B & BLP B & B12x12 BOXEDON 18x18x42STONE BASECEDAR COL.STONECAPSTONESTONEON JOGLP B & BALL SIDESSTONE AS SHOWNFRONT & SIDES2'-0"Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode05/22/2024jnuetzman Planco MN, Inc.C#24-019SMA262024GRADE LINESVERIFY ALL REAR ELEVATION 1/8" = 1'-0" VINYLCORNERS812VINYLSIDING812LPB & BLPB & B1'-0" LEFT ELEVATION 1/8" = 1'-0" VINYLCORNERS8128/128/128/121'-0"1'-0"LPB & B8/12VINYLSIDING2'-0"LPB & B4" TRIM RIGHT ELEVATION 1/8" = 1'-0" VINYLCORNERS8128/128/128/12VINYLSIDING1'-6"LPB & B4" TRIM1'-6" ROOF PLAN 1/8" = 1'-0" 1'-6"8/121'-6"1'-6"1'-6"2'-0"1'-0"8128128128128128128128121'-6"Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode05/24/2024jnuetzman Planco MN, Inc.C#24-019SMA362024 BASEMENT PLAN 1/4" = 1'-0" 9' POURED FOUNDATION10"UP 16 R UNEXCAVATED 2" LEDGE266828682-2x102-7 1/4" LSLWHFURNF.D.92%*CARPET FAMILY/REC ROOM *UNFINISHED MECH/STORAGE 56'-0"38'-0" 48'-0" 24'-6"23'-6"65'-0"37'-0"26'-0"12'-0"14'-0"2'-0" 4'-0"2'-6"4'-0" 8'-0"2" LEDGE27'-0"6'-6" 11'-6"12'-0"WALKOUTWALKOUT6'-2"7'-0"7'-0"6'-0"15'-0"3'-8" I.D.7'-0"1'-8"4'-0"4'-4"10'-0"15'-10"11'-6"TREATED 2x8 12" O.C. 6'-6"TRT. 3-2x10 FLUSH11 7/8" I JTS. 19.2" O.C. 11 7/8" I JTS. 19.2" O.C. 11 7/8" LSL JOISTS *L.V.T.F BEDROOM #4 BEDROOM #3 *CARPET*CARPET12'-0"30'-0"),1,6+('64)7127,1&/8',1*67$,56SUMP2x4 - 16" O.C.TRT. 4x4 CURB16x8 FTG.RADONVENT4'-6"1-11 7/8" LSLFLUSH1-11 7/8" LSLFLUSH16'-0"6/0x4/0 SL2-2x1014'-0"42'-0"TRT. 3-2x10 FLUSHTRT. 3-2x10 FLUSH 6'-6"9"12'-6"9"2'-0" TREATED2x812" O.C.17'-0"7'-0"2'-0"2'-0"LOOKOUT LOOKOUT LOOKOUT 2'-0"22'-6"13'-0"24'-0"(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.6/0x4/0 SL2-2x1026682668266826682668246890"2068LIN.6/0x3/6 SL2-2x104'-11"SH'SNO FTG.@ TOILET2x6 - 16" O.C.TRT. 4x6 CURB16x8 FTG.2'-8"13'-2"11'-0"4'-1"8'-5"2'-6"12'-0"9'-8"4'-0"11 7/8" I JTS. 19.2" O.C. BEDROOM #5 *CARPET11 7/8" I JTS.19.2" O.C.16'-0"TRT. LVLTRT. 2-2x10 FLUSH TREATED 2x10 16" O.C. TREATED 2x8 16" O.C. 4'-0"4'-0"12'-0"TRT. 2-2x8FLUSHTRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.12'-6"2'-6"14'-5"2668266826688'-6"3'-6" 4'-0"1'-6"3'-6"2-2x10 OFFICE *CARPETREF'G 36"3068FULLVIEW*L.V.T. DRY BAR GASF.P.6'-6"8'-0"6'-5"1'-8" 4'-0"2-9 1/2" LSL3/0x5/0 SH2-2x103/0x5/0 SH2-2x103'-012"12'-7"5'-012"60341 PIECE FIB.3'-85 16" 3'-0"*16x12 CONC. PATIO 4'-0"20684'-10" 4'-10"SLIP-INCAB.266815'-0"*SOFFIT*SOFFIT*SOFFIT*SOFFITUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).3333BWPsAboveBWPsAbove5-1/4" x 11" Trtd. Glulam Planco MN, Inc.C#24-019SMA462024 FIRST FLOOR PLAN 1/4" = 1'-0" 1,684 SQ. FT.9' CEILING @ FIRST FLOOR18x8 OVH. DR.LIN.48"48"24"2868246830803/0x4/6 SHTEMPTOP @ 6'-8"24803'-0"2-2x105'-0" TUB & SHOWER 1 PIECE FIB.36"4'-6"4'-10"208026683080 C.O. FOYER *WOOD*4" CONC. FLOOR GARAGE *2x6 WALLS2868FIREDOOR2468246812" SH'SPANT.*WOODMICROOVEN/REF'G 36"30" RANGEW/ HOOD4'-0"16" S.B.2'-2"2x62x2GASF.P.27'-6"14'-0"12'-0"2'-6"56'-0" WOOD PORCH 2/6x2/6-2 FXTOP @ 8'3-2x10*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM *CARPET MASTER BEDROOM *CARPET OFFICE/BEDROOM #2 *CARPET W.I.C. *L.V.T. LNDRY *L.V.T.*L.V.T. MUD RM *L.V.T. W.I.C. *L.V.T.FF3'-6"2x6DN16 RTRUSSES 24" O.C.TRUSSES24" O.C.TRUSSES 24" O.C. TRUSSES 24" O.C. 10" 38'-0"7'-0"7'-0"6'-0"13'-10"7'-8"2-2x106/0x6/10 P.D.6/0x5/0 SL2-2x106'-2"48'-0" 24'-6"23'-6" 12'-1"5'-5"6'-0"22'-6"2'-0"65'-0"37'-0"26'-0"13'-0"12'-0"14'-0"1'-8"4'-8"6'-6"8'-2"3'-8" I.D.7'-0"1'-8"4'-0"3'-412"2'-0"4'-0"7'-0"7'-0"24'-0"4'-0"2'-6"4'-0" 8'-0" 8'-8"4'-4" 10'-4"5'-6"8'-0"4'-6"9'-0"8'-11"8'-4" 4'-4"3068 C.O.*L.V.T.48482'-4"RAIL2-2x10*C.T.2'-6"2'-8"TOP @ 7'-4"2-2x10RADONVENT2 7 1/4" LSL 3-11 7/8" LSLCAB. ENDPANEL266826681/2 WALL W/GLASS PANEL 13'-8"16'-0"*TREX DECKINGLEGS2468WD28682'-4"2468 C.O.F*L.V.T.17'-0"6'-0"15'-0" 4'-0" 5'-3"6'-6"5'-3"2-2x101/6x3/6 CSMTTOP @ 8'3'-6"3'-4"3'-8"4'-2"2x62x69'-6"2'-0"2'-0"2 7 1/4" LSL 6'-6"6'-0"6"6"13'-0"6"9x8 OVH. DR.7'-0"GIRDERTRUSSES24" O.C. WOOD PORCH *TREX DECKINGTRUSSES24" O.C.8'-0"6'-2"5'-8"4'-4"3'-8"7'-0"1'-0"SH'SDRESSERSPACE 6'-10"6'-2"12'-0"12'-0"3080 C.O.2-2x1212" CAB.12'-0" DN DECK 16'-0"4'-0"4'-0"2-2x108/0x5/0 SL9/0x5/0 SL2-9 1/2" LSL12x12 BOXEDON 18x18x42STONE BASECEDAR COL.LOW2-2x101/6x3/6 CSMTTOP @ 8'2468 C.O.TRASH 3333333793PFHPFHPFH2.25383338-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Cantilever Roof No Beam Required. Planco MN, Inc.C#24-019SMA562024 CROSS SECTION 3/8" = 1'-0" SHEATHINGSIDING1-2x6 TREATEDR-21 INSUL.9'-11 8"3 1/2" CONC. FLOORR-20 SPRAY FOAM1/2" GYP. BD.VB11 7/8" I JTS. @ 19.2" O.C.9'-0" POURED WALL W/ REBARPER CODE3/4" T & G FLOORSILL PLATE2x6- 16" O.C.32'-0"5/8" GYP. BD.W/ V.B.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.SIDINGSHEATHINGWATERPROOFINGGRADE6'-0"6'-6"R-10 W/ <2.6 ACHINSUL.TRT. 2x8 JTS. @ 16" O.C.24x24 FROSTFOOTING12x16 PIERFOOTINGTRT. 3-2x10TRT. 6x6 POST GREAT ROOM 6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADSHOUSEWRAPHOUSEWRAPTREX DECKING10"7 7 16"19'-4"12'-8"5/8" GYP. BD.1-11 7/8" LSL12x12 BOXED COL.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE FOUNDATION & 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.5/8" GYP. BD.FASCIAALUM. SOFFITVENTEDALUM.1/2" SHTG.15# FELTSHINGLES1'-6"812ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.ENERGY HEELVENTEDSOFFITFASCIAALUM. ALUM.1'-6"APPLY STONE TO14x14x42 TREATEDPLYWOOD BOXFLOOR 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 Planco MN, Inc.C#24-019SMA662024 CROSS SECTION 3/8" = 1'-0" SHEATHINGSIDING1-2x6 TREATEDR-20 SPRAY FOAMR-21 INSUL.9'-11 8"3 1/2" CONC. FLOORR-20 SPRAY FOAM1/2" GYP. BD.VB11 7/8" I JTS. @ 19.2" O.C.9'-0" POURED WALL W/ REBARPER CODE3/4" T & G FLOORSILL PLATE2x6- 16" O.C.24'-0"5/8" GYP. BD.W/ V.B.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.WATERPROOFING4" CONC. FLOOR GARAGE GRADEPOURED WALL2X6- 16" O.C.24'-0"SLOPE(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-10 W/ <2.6 ACHINSUL.1/2" GYP. BD. DINING HOUSEWRAPSIDINGSHEATHINGHOUSEWRAP BEDROOM #4 KITCHEN TRT. 4x4 CURB2x4- 16" O.C.5/8" GYP. BD.DRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & 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.FASCIAALUM. SOFFITVENTEDALUM.1/2" SHTG.15# FELTSHINGLES1'-6"812ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFITENERGY HEEL(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL. Start Joist Layout Here. 19.2" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 3 Simpson IUS2.37/11.88 10- 10dx1.5 - 2- Strong-Grip NoProductsPlotID Length Product Plies Net QtyF24' 24' 0" 11 7/8" TJI 210 joist 1 9TJI Blocking 21' 4 11/16" 11 7/8" TJI 210 joist 1 1F18' 18' 0" 11 7/8" TJI 210 joist 1 15R38' 38' 0" 11 7/8" TJI 360 joist 1 8R20' 20' 0" 11 7/8" TJI 360 joist 1 3TS1 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4TS2 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 2TS3 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 8TS4 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 143-2x10 Trtd. 14' 0" 2 X 10 SP No.1 P 3 33-2x10 Trtd. 12' 0" 2 X 10 SP No.1 P 3 63-2x10 Trtd. 10' 0" 2 X 10 SP No.1 P 3 32-2x10 Trtd. 4' 0" 2 X 10 SP No.1 P 2 2Solid Blocking 2' 0" 3 1/2" x 11 7/8" CS Block 1 2Wall FramingPlotID Length Product Plies Net QtyTSHd1-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 22TSHd2-2 4' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 22BBOHd1-2 8' 0" 2 x 10 SPF No.1/No.2 2 6BBOHd2-2 4' 0" 2 x 10 SPF No.1/No.2 2 8CSCSCSCSTSHd2-2BBOHd2-2BBOHd2-2TS4TS4TS2TS2F18'RimRimRimRimRimRimRimRimRimRimRimRimRimRimRimRimRimRimRimRimTJI BlockingBBOHd1-2BBOHd1-2BBOHd1-2BBOHd2-2BBOHd2-2TSHd1-2Solid BlockingSolid Blocking5 1/4" x 11" Trtd. Glulam3-2x10 Trtd.2-2x10 Trtd.3-2x10 Trtd.3-2x10 Trtd.3-2x10 Trtd.2' 0" 1' 4 3/8"1' 10"2' 0" F24'19.2" O.C.TS319.2" O.C.TS119.2" O.C.R20'19.2" O.C.R38'19.2" O.C.F18'19.2" O.C.H13-2x63-2x62 TrimmersLSL Joists in this area360 Series Joists in this areaCustomer:Job Name:Address/Lot:Stone CottageHornblad19788 Henning AveCity, State:Lakeville, MNPlan/Model #:#24-019Job Number:2245Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:1A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:5/13/24Revised By:Jeff D.Revision Date:5/16/24Revision #:2SALES 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 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** ProductsPlotID Length Product Plies Net QtyTS1-3 24' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 33TS2-2 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 4BBO1-2 14' 0" 2 x 12 SPF No.1/No.2 2 2Wall FramingPlotID Length Product Plies Net QtyTSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL2 2BBOHd1-2 10' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd2-2 8' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd3-3 6' 0" 2 x 10 SPF No.1/No.2 3 3BBOHd4-2 4' 0" 2 x 10 SPF No.1/No.2 2 6BBOHd5-2 2' 0" 2 x 10 SPF No.1/No.2 2 4Girder TrussBBOHd1-2TSHd1-2BBOHd2-2BBOHd3-3BBOHd4-2BBOHd4-2BBOHd4-2TS1-3BBO1-2TS2-2TS2-2BBOHd5-2BBOHd5-2BBOHd2-22 Trimmers2 TrimmersCantilever RoofNo Beam Required3-2x63-2x6Customer:Job Name:Address/Lot:Stone CottageHornblad19788 Henning AveCity, State:Lakeville, MNPlan/Model #:#24-019Job Number:2245Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:2A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:5/13/24Revised By:Jeff D.Revision Date:5/16/24Revision #:2SALES 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 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** .# BASEMENT PLAN 10"UP 16 R UNEXCAVATED 2" LEDGE266828682-2x102-7 1/4" LSLWHFURNF.D.92%*CARPET FAMILY/REC ROOM *UNFINISHED MECH/STORAGE 56'-0"38'-0" 48'-0" 24'-6"23'-6"65'-0"37'-0"26'-0"12'-0"14'-0"2'-0" 4'-0"2'-6"4'-0" 8'-0"2" LEDGE27'-0"6'-6" 11'-6"12'-0"WALKOUTWALKOUT6'-2"7'-0"7'-0"6'-0"15'-0"3'-8" I.D.7'-0"1'-8"4'-0"4'-4"10'-0"15'-10"11'-6"TREATED 2x8 12" O.C. 8'-6"TRT. 3-2x10 FLUSH11 7/8" I JTS. 19.2" O.C. 11 7/8" I JTS. 19.2" O.C. 11 7/8" LSL JOISTS *L.V.T.F BEDROOM #4 BEDROOM #3 *CARPET*CARPET12'-0"30'-0"SUMP2x4 - 16" O.C.TRT. 4x4 CURB16x8 FTG.RADONVENT6'-6"1-11 7/8" LSLFLUSH1-11 7/8" LSLFLUSH16'-0"6/0x4/0 SL2-2x1014'-0"42'-0"TRT. 3-2x10 FLUSHTRT. 3-2x10 FLUSH 8'-6"9"12'-6"9"2'-0" TREATED2x812" O.C.17'-0"7'-0"2'-0"2'-0"LOOKOUT LOOKOUT LOOKOUT 2'-0"22'-6"13'-0"24'-0"(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.6/0x4/0 SL3-2x1026682668266826682668246890"2068LIN.6/0x3/6 SL2-2x104'-11"SH'SNO FTG.@ TOILET2x6 - 16" O.C.TRT. 4x6 CURB16x8 FTG.2'-8"13'-2"11'-0"4'-1"8'-5"2'-6"12'-0"9'-8"4'-0"11 7/8" I JTS. 19.2" O.C. BEDROOM #5 *CARPET11 7/8" I JTS.19.2" O.C.16'-0"TRT. LVLTRT. 2-2x10 FLUSH TREATED 2x10 16" O.C. TREATED 2x8 16" O.C. 4'-0"4'-0"12'-0"TRT. 2-2x8FLUSHTRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.12'-6"2'-6"14'-5"2668266826688'-6"3'-6" 4'-0"1'-6"3'-6"2-2x10 OFFICE *CARPETREF'G 36"3068FULLVIEW*L.V.T. DRY BAR GASF.P.6'-6"8'-0"6'-5"1'-8" 4'-0"2-2x103/0x5/0 SH2-2x103/0x5/0 SH2-2x103'-012"12'-7"5'-012"60341 PIECE FIB.3'-85 16" 3'-0"*16x12 CONC. PATIO 4'-0"20684'-10" 4'-10"SLIP-INCAB.266815'-0"25'BWL 13'3'3'3' FIRST FLOOR PLAN 18x8 OVH. DR.LIN.48"48"24"2868246830803/0x4/6 SHTEMPTOP @ 6'-8"24803'-0"2-2x105'-0" TUB & SHOWER 1 PIECE FIB.36"4'-6"4'-10"208026683080 C.O. FOYER *WOOD*4" CONC. FLOOR GARAGE *2x6 WALLS2868FIREDOOR2468246812" SH'SPANT.*WOODMICROOVEN/REF'G 36"30" RANGEW/ HOOD4'-0"16" S.B.2'-2"2x62x2GASF.P.27'-6"14'-0"12'-0"2'-6"56'-0" WOOD PORCH 2/6x2/6-2 FXTOP @ 8'2-2x10*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM *CARPET MASTER BEDROOM *CARPET OFFICE/BEDROOM #2 *CARPET W.I.C. *L.V.T. LNDRY *L.V.T.*L.V.T. MUD RM *L.V.T. W.I.C. *L.V.T.FF3'-6"2x6DN16 RTRUSSES 24" O.C.TRUSSES24" O.C.TRUSSES 24" O.C. TRUSSES 24" O.C. 10" 38'-0"7'-0"7'-0"6'-0"13'-10"7'-8"2-2x106/0x6/10 P.D.6/0x5/0 SL2-2x106'-2"48'-0" 24'-6"23'-6" 12'-1"5'-5"6'-0"22'-6"2'-0"65'-0"37'-0"26'-0"13'-0"12'-0"14'-0"1'-8"4'-8"6'-6"8'-2"3'-8" I.D.7'-0"1'-8"4'-0"3'-412"2'-0"6'-0"7'-0"7'-0"24'-0"4'-0"2'-6"4'-0" 8'-0" 8'-8"4'-4" 10'-4"5'-6"8'-0"4'-6"9'-0"8'-11"8'-4" 4'-4"3-7 1/4" LVL3068 C.O.*L.V.T.48482'-4"RAIL2-2x10*C.T.2'-6"2'-8"TOP @ 7'-4"2-2x10RADONVENT2 7 1/4" LSL 3-11 7/8" LSLCAB. ENDPANEL266826681/2 WALL W/GLASS PANEL 13'-8" 16'-0"*TREX DECKINGLEGS2468WD28682'-4"2468 C.O.2468PKT.F*L.V.T.17'-0"6'-0"15'-0" 4'-0" 2'-6"6'-3"5'-1012"2'-412"2-2x102/6x1/6 FXTOP @ 8'2-2x102/6x1/6 FXTOP @ 8'2-2x102/6x1/6 FXTOP @ 8'3'-6"3'-4"3'-8"4'-2"2x62x69'-6"2'-0"2'-0"2 7 1/4" LSL 8'-6"8'-0"6"6"13'-0"6"9x8 OVH. DR.7'-0"GIRDERTRUSSES24" O.C. WOOD PORCH *TREX DECKINGTRUSSES24" O.C.8'-0"6'-2"5'-8"4'-4"3'-8"7'-0"1'-0"SH'SDRESSERSPACE 6'-10"6'-2"12'-0"12'-0"3080 C.O.2-2x1212" CAB.12'-0" DN DECK 16'-0"4'-0"4'-0"2-2x108/0x5/0 SL9/0x5/0 SL3-9 1/2" LSL12x12 BOXEDON 18x18x42STONE BASECEDAR COL.25'25'30'30'BWL 2BWL 3BWL 4BWL 5BWL 6BWL 73'3'3'3'7'9'3'3'2'-3"8'4'8'3'3'3'3'3'3'SEE DETAIL 1/PF-1SEE DETAIL 2/PF-1 Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB GB BWL 1 2 3 4 5 6 7Spacing - ft 25 25 25 25 30 30 30Level 2 1 1 1 1 1 1Length req'd- ft 7.8 4 8 4 4.5 9.5 4.5per Table R602.10.3(1)Adjustments:Exposure 1.2 1.2 1.2 1.2 1.2 1.2 1.2Eave to ridge Height 1.14 1.28 1.28 1.28 1.28 1.28 1.28Wall Height 0.95 0.95 0.95 0.95 0.95 0.95 0.95# of BWL 1 1.3 1.3 1.3 1.3 1.3 1.34" Gyp WB w.block joints1 1 1 1 1 1 1Adjusted Length 10.1 7.6 15.2 7.6 8.5 18.0 8.5Hornblad Residence19788 Henning Avenue, Lakeville, MNSheet Stone Cottage HVAC Load Calculations for Hornblad 19788 Henning Ave Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Wednesday, May 1, 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:Wednesday, May 1, 2024 Client Name:Hornblad Client Address:19788 Henning Ave Client City:Lakeville,mn Company Name:Lofgren Heating Company Representative:Randy Andrews Company Address:5708 Upper 147th Street West Company City:Apple Vallley, MN 55124 Company E-Mail Address:rrandrews@lofgrenheating-ac.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces 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:1,019 CFM Per Square ft.:0.303 Square ft. of Room Area:3,368 Square ft. Per Ton:1,480 Volume (ft³) of Cond. Space:30,312 Building Loads Total Heating Required Including Ventilation Air:46,675 Btuh 46.675 MBH Total Sensible Gain:22,242 Btuh 81 % Total Latent Gain:5,066 Btuh 19 % Total Cooling Required Including Ventilation Air:27,307 Btuh 2.28 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:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:54 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 81 CFM 42 CFM Infiltration Actual:0.250 AC/hr 0.130 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 19,454 X 19,454 4,863 Cu.ft./hr 2,529 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:81 CFM 42 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 (81 CFM), Construction: Unknown Summer Infiltration Specified:0.130 AC/hr (42 CFM), Construction: Unknown C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:54 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 2.28 1,480 3,368 22,242 5,066 27,307 46,675 837 1,019 1,019 System 1 Yes 2.28 1,480 3,368 22,242 5,066 27,307 46,675 837 1,019 1,019 18x10 Ventilation 486 1,352 1,837 6,500 Zone 1 3,368 21,756 3,714 25,470 40,175 837 1,019 1,019 18x10 1-Upper Level 1,684 19,903 2,680 22,583 29,652 617 932 932 11--6 2-Lower Level 1,684 1,853 1,034 2,887 10,523 219 87 87 1--6 C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:54 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-Upper Level 450 750 0 0.1 0.1 431.7 617 932 932 11--6 2-Lower Level 450 750 0 0.1 0.1 442.1 219 87 87 1--6 Other Ducts Supply Main Trunk 650 900 0 0.1 0.1 815.4 837 1,019 1,019 18x10 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:837 Cooling Flow:1019 C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:54 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, Btuh25.7% Diff. from Avg. 0 5,000 10,000 15,000 20,000 25,000 30,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 25.7%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:54 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:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 0.33 434 12,082 0 10,213 10,213 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 1594 9,013 0 1,379 1,379 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 864 3,683 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 1684 2,930 0 1,617 1,617 21A-24-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 24' wide 1684 3,663 0 0 0 Subtotals for structure:32,649 0 13,561 13,561 People:7 1,400 1,610 3,010 Equipment:1,500 6,000 7,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 81, Summer CFM: 42 7,526 814 585 1,399 Ventilation: Winter CFM: 140, Summer CFM: 70 6,500 1,352 486 1,837 Total Building Load Totals:46,675 5,066 22,242 27,307 Check Figures Total Building Supply CFM:1,019 CFM Per Square ft.:0.303 Square ft. of Room Area:3,368 Square ft. Per Ton:1,480 Volume (ft³) of Cond. Space:30,312 Building Loads Total Heating Required Including Ventilation Air:46,675 Btuh 46.675 MBH Total Sensible Gain:22,242 Btuh 81 % Total Latent Gain:5,066 Btuh 19 % Total Cooling Required Including Ventilation Air:27,307 Btuh 2.28 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:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 46,675 Btuh Floor 8% Roof 6% Wall 27% Glass 26% Door 3% Infiltration 16% Ventilation 14% Building Gain 27,307 Btuh Roof 6% Wall 5% Glass 37% Door 1%People 11% Equipment 27% Infiltration 5% Ventilation 7% C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 46,675 Btuh 0 5,000 10,000 15,000 Floor 8%Wall 27%Door 3%Ventilation 14% Roof 6%Glass 26%Infiltration 16% Building Gain 27,307 Btuh 0 5,000 10,000 15,000 Roof 6%Glass 37%People 11%Infiltration 5% Wall 5%Door 1%Equipment 27%Ventilation 7% C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 0.33 434 12,082 0 10,213 10,213 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 1594 9,013 0 1,379 1,379 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 864 3,683 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 1684 2,930 0 1,617 1,617 21A-24-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 24' wide 1684 3,663 0 0 0 Subtotals for structure:32,649 0 13,561 13,561 People:7 1,400 1,610 3,010 Equipment:1,500 6,000 7,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 81, Summer CFM: 42 7,526 814 585 1,399 Ventilation: Winter CFM: 140, Summer CFM: 70 6,500 1,352 486 1,837 System 1 Whole House Load Totals:46,675 5,066 22,242 27,307 Check Figures Supply CFM:1,019 CFM Per Square ft.:0.303 Square ft. of Room Area:3,368 Square ft. Per Ton:1,480 Volume (ft³) of Cond. Space:30,312 System Loads Total Heating Required Including Ventilation Air:46,675 Btuh 46.675 MBH Total Sensible Gain:22,242 Btuh 81 % Total Latent Gain:5,066 Btuh 19 % Total Cooling Required Including Ventilation Air:27,307 Btuh 2.28 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:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 46,675 Btuh Floor 8% Roof 6% Wall 27% Glass 26% Door 3% Infiltration 16% Ventilation 14% System 1 Whole House Gain 27,307 Btuh Roof 6% Wall 5% Glass 37% Door 1%People 11% Equipment 27% Infiltration 5% Ventilation 7% C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 46,675 Btuh 0 5,000 10,000 15,000 Floor 8%Wall 27%Door 3%Ventilation 14% Roof 6%Glass 26%Infiltration 16% System 1 Whole House Gain 27,307 Btuh 0 5,000 10,000 15,000 Roof 6%Glass 37%People 11%Infiltration 5% Wall 5%Door 1%Equipment 27%Ventilation 7% C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 0.33 434 12,082 0 10,213 10,213 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 1594 9,013 0 1,379 1,379 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 864 3,683 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 1684 2,930 0 1,617 1,617 21A-24-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 24' wide 1684 3,663 0 0 0 Subtotals for structure:32,649 0 13,561 13,561 People:7 1,400 1,610 3,010 Equipment:1,500 6,000 7,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 81, Summer CFM: 42 7,526 814 585 1,399 System 1, Zone 1 Load Totals:40,175 3,714 21,756 25,470 Check Figures Supply CFM:1,019 CFM Per Square ft.:0.303 Square ft. of Room Area:3,368 Square ft. Per Ton:1,587 Volume (ft³) of Cond. Space:30,312 Zone Loads Total Heating Required:40,175 Btuh 40.175 MBH Total Sensible Gain:21,756 Btuh 85 % Total Latent Gain:3,714 Btuh 15 % Total Cooling Required:25,470 Btuh 2.12 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:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 40,175 Btuh Floor 9% Roof 7% Wall 32% Glass 30% Door 3% Infiltration 19% System 1, Zone 1 Gain 25,470 Btuh Roof 6% Wall 5% Glass 40% Door 1% People 12% Equipment 29% Infiltration 5% C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 40,175 Btuh 0 5,000 10,000 15,000 Floor 9%Wall 32%Door 3% Roof 7%Glass 30%Infiltration 19% System 1, Zone 1 Gain 25,470 Btuh 0 5,000 10,000 15,000 Roof 6%Glass 40%People 12%Infiltration 5% Wall 5%Door 1%Equipment 29% C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,684.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,684.0 sq.ft.Supply Air:932 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.7 AC/hr Volume:15,156.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:11 Actual Winter Vent.:103 CFM Runout Air:85 CFM Percent of Supply.:11 % Runout Duct Size:6 in.Actual Summer Vent.:64 CFM Runout Air Velocity:432 ft./min.Percent of Supply:7 % Runout Air Velocity:432 ft./min.Actual Winter Infil.:68 CFM Actual Loss:0.117 in.wg./100 ft.Actual Summer Infil.:35 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0sw 58 X 9 362 0.065 5.7 2,047 0.9 0 313 S -Wall-12F-0sw 58 X 9 414 0.065 5.7 2,341 0.9 0 358 E -Wall-12F-0sw 38 X 9 254 0.065 5.7 1,436 0.9 0 220 W -Wall-12F-0sw 38 X 9 222 0.065 5.7 1,255 0.9 0 192 S -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 S -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 N -Gls-4A-1a-o shgc-0.33 100%S 160 0.320 27.8 4,454 10.4 0 1,666 S -Gls-4A-1a-o shgc-0.33 0%S 66 0.320 27.8 1,837 19.2 0 1,266 E -Gls-4A-1a-o shgc-0.33 0%S 88 0.320 27.8 2,450 35.0 0 3,080 W -Gls-4A-1a-o shgc-0.33 0%S 120 0.320 27.8 3,341 35.0 0 4,201 UP-Ceil-16B-50 1684 X 1 1684 0.020 1.7 2,930 1.0 0 1,617 Subtotals for Structure:23,369 0 13,265 Infil.: Win.: 67.7, Sum.: 35.2 1,728 3.636 6,283 0.282 680 488 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 5,000 Room Totals:29,652 2,680 19,903 C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,684.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,684.0 sq.ft.Supply Air:87 CFM Ceiling Height:9.0 ft.Supply Air Changes:0.3 AC/hr Volume:15,156.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:1 Actual Winter Vent.:37 CFM Runout Air:87 CFM Percent of Supply.:42 % Runout Duct Size:6 in.Actual Summer Vent.:6 CFM Runout Air Velocity:442 ft./min.Percent of Supply:7 % Runout Air Velocity:442 ft./min.Actual Winter Infil.:13 CFM Actual Loss:0.122 in.wg./100 ft.Actual Summer Infil.:7 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain W -Wall-12F-0sw 38 X 9 342 0.065 5.7 1,934 0.9 0 296 E -Wall-15B0-10sf-10 38 X 9 342 0.049 4.3 1,458 0.0 0 0 S -Wall-15B0-10sf-10 58 X 9 522 0.049 4.3 2,225 0.0 0 0 Floor-21A-24 1 X 1684 1684 0.025 2.2 3,663 0.0 0 0 Subtotals for Structure:9,280 0 296 Infil.: Win.: 13.4, Sum.: 7.0 342 3.635 1,243 0.284 134 97 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:500 1,000 Room Totals:10,523 1,034 1,853 C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 19 Room Cooling and Heating Loads Bar Graphs Cooling Heating Btuh Lower Level Upper Level 0 5,000 10,000 15,000 20,000 25,000 30,000 C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 20 Room Cooling Loads Bar Graphs Sensible Latent Btuh Lower Level Upper Level 0 5,000 10,000 15,000 20,000 25,000 C:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 21 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 Upper Level 1,684 29,652 617 11-6 432 19,903 2,680 932 932 2 Lower Level 1,684 10,523 219 1-6 442 1,853 1,034 87 87 Ventilation 6,500 486 1,352 System 1 total 3,368 46,675 837 22,242 5,066 1,019 1,019 System 1 Main Trunk Size:18x10 in. Velocity:815 ft./min Loss per 100 ft.:0.105 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.28 81% / 19%22,242 5,066 27,307 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:\ ...\19788 HENNING LAKEVILLE 05012024.rhv Wednesday, May 1, 2024, 9:55 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): 22,242Residential 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: 46,675 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 Lakeville19788 Henning Ave BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 27,307 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 5/30/24 X PM