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Home My WebLink AboutLA190217 20177 Harvest 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:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION *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.cWHITNEY MEESTER#21-030SMA162021STONE COTTAGE CONSTRUCTION, INC. FRONT ELEVATION 1/4" = 1'-0" 9x8 OVH. DR.16x8 OVH. DR.8128128/12612VINYLB & BVINYLB & B4" TRIM4" TRIMSTONE CAPWRAPSTONE 24"4'-6"1'-6"WOOD PORCHSTONEON JOGWRAPSTONE 24"GLASS @ TOP PANELGLASS @ TOP PANELTOTAL2nd FLR.1st FLR.1,123 SQ. FT.1,236 SQ. FT.2,359 SQ. FT.8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOOR4" VINYL SIDINGSIMONTON WDWS.STONE AS SHOWNFRONT ONLYGRIDS IN WDWS.FRONT & SIDESALL SIDESVINYL B & BFRONT ONLY12x12 BOXED COL.ON 18"x18"x42"STONE BASE8" BOXED BEAM4" VINYLSIDING4" TRIMALL SIDES74/1212VINYLVINYLB & BB & BTOTALBSM'T719 SQ. FT.3,078 SQ. FT. LEFT ELEVATION 1/8" = 1'-0" SIDINGVINYL VINYLCORNERSSIDINGVINYL 8121'-0"2'-0"4" TRIM1262'-0"1'-9"712 RIGHT ELEVATION 1/8" = 1'-0" VINYLCORNERSSIDINGVINYL 8121'-5"1262'-0"712 REAR ELEVATION 1/8" = 1'-0" SIDINGVINYL VINYLCORNERSSIDINGVINYL 8121271'-6"6/12Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/29/2021dmathewsConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode08/12/2021dmathewsAdded Deck and L/L Finish Planco MN, Inc.C#21-030SMA262021 BASEMENT PLAN 1/4" = 1'-0" UNEXCAVATED UP15 R2868WHFURNF.D.92% FAMILY/REC RM *CARPET BEDROOM *CARPET MECH/STORAGE *UNFINISHED11'-0"36'-0"15'-0"14'-0"7'-0"50'-0" 22'-6"27'-6" 6'-0"21'-6"20'-6"2'-0"47'-0"30'-0"17'-0"11'-0"19'-0"8'-0"14'-0"11'-0"50'-0" 8'-0"10'-8"7'-4"18'-0" 6'-6" 3'-8"3'-8"4'-4"5'-0"6'-6"30"x30"x12"CONC. PAD FTG.30"x30"x12"CONC. PAD FTG.18'-6"8'-4" POURED FOUNDATIONWALLEDGEWALLEDGE5'-8"15'-10"20x8 FTG.TRT. 4x4 CURB2x4 - 16" O.C.20x8 FTG.TRT. 4x4 CURB2x4 - 16" O.C.20x8 FTG.TRT. 4x6 CURB2x6 - 16" O.C.20x8 FTG.TRT. 4x6 CURB2x6 - 16" O.C.2-11 7/8" LSL DROPPED11 7/8" LSL JOISTS 6x6 POSTSUMPRADONVENT6" CANT.2" LEDGESD/CO),1,6+('64)7(;&/8'(667$,56LOOKOUT LOOKOUT WALKOUTWALKOUTWALKOUT9068 P.D.50682668266830"4834NO FTG.@ TOILET2-2x10(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.9"7'-6"8'-9"TRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSHTREATED 2x8 16" O.C. 11 7/8" LSL JOISTS 11 7/8" LSL JOISTS 3-2x106/0x5/0 SL7'-2"7'-10"7'-0"7'-0"3-2x10 CONC. PATIO *14x106'-0"2-2x103-11 7/8" LVL DROPPED2868 STORAGE *UNFINISHED19'-0"1'-2"1-11 7/8" LSLFLUSH1 PIECE FIB.FSD8'-10"3'-6"*VINYLTRT. 6x6 POSTON 18"x42" CONC.TUBE FTG.7'-0"7'-0"7'-0"TRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSH10'-0" 14'-0" TREATED 2x10 16" O.C. TREATED 2x10 16" O.C.UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.HD-1HD-1HD-1HD-1Sill plates fastened to concrete w/ 1/2" anchor bolts 4' O.C. and 1' fromall ends and openingsExterior Walls (Lower level) UNO:(1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSB fastened to studs and plates w/ 8d nails 6" O.C. at all edges and 12" O.C. in the field. (3)2x10 min for point load fromlarge landing deck area beam. Temper(1) 2x6" SPF #2 or better 16" O.C. w/7/16" OSB fastened to studs and plates w/ 8d nails 4" O.C. at all edges and 8" O.C. in the field. Block all seams solid. BW-1BW-1BW-1BW-1(1) 2x6" SPF #2 or better 16" O.C. w/ 1/2" (min) gypsum board fastened to studs/ plates w/ #9 screws 4" O.C. at all edges and 6" in the field.BW-2BW-2BW-2PFHPFH(2) 11-7/8" LVL min perbraced wall engineeringHD-2HD-2HD-1HD-1HD-1Sill plates fastened to concrete w/ 1/2" anchor bolts 4' O.C. and 1' fromall ends and openingsTruss blocking per Figure 3/S4. Exterior Walls (2nd level):(1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSB fastened to studs andplates w/ 8d nails 6" O.C. at all edges and 12" O.C. in the field. HD-2HD-2HD-2-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). #21-030SMA BASEMENT PLAN 1/4" = 1'-0" UNEXCAVATED UP15 R2868WHFURNF.D.92% FUT. FAMILY/REC RM *UNFINISHED FUT. BDRM *UNFINISHED MECH/STORAGE *UNFINISHED11'-0"36'-0"15'-0"14'-0"7'-0"50'-0"22'-6"27'-6"6'-0"21'-6"20'-6"2'-0"47'-0"30'-0"17'-0"11'-0"19'-0"8'-0"14'-0"11'-0"50'-0" 8'-0"10'-8"7'-4"18'-0" 6'-6" 3'-8"3'-8"4'-4"5'-0"6'-6"30"x30"x12"CONC. PAD FTG.30"x30"x12"CONC. PAD FTG.18'-6"8'-4" POURED FOUNDATIONWALLEDGEWALLEDGE5'-8"15'-10"20x8 FTG.TRT. 4x4 CURB2x4 - 16" O.C.20x8 FTG.TRT. 4x4 CURB2x4 - 16" O.C.20x8 FTG.TRT. 4x6 CURB2x6 - 16" O.C.20x8 FTG.TRT. 4x6 CURB2x6 - 16" O.C.2-11 7/8" LSL FLUSH11 7/8" LSL JOISTS 6x6 POSTSUMPRADONVENT6" CANT.2" LEDGESD/COLOOKOUT LOOKOUT WALKOUTWALKOUTWALKOUT9068 P.D.50682668266830"4834NO FTG.@ TOILET2-2x10(2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.9"7'-6"8'-9"TRT. 2-2x10 FLUSHTRT. 2-2x10 FLUSHTREATED 2x8 16" O.C. 11 7/8" LSL JOISTS 11 7/8" LSL JOISTS 3-2x106/0x5/0 SL7'-2"7'-10"7'-0"7'-0"HDR CONC. PATIO *14x106'-0"2-2x103-11 7/8" LVL DROPPED2868 STORAGE *UNFINISHED19'-0"1'-2"Structural Braced Wall Details Provided by:Becklin & Whitney Consulting Engineers, Inc139 1st Ave. E. Ste 200P.O. Box 471Cambridge, MN 55008763.689.5631Braced Wall Plan For:20177 Harvest DrWoodbury, MNHD1HD1HD1HD1Exterior Walls (Lower level) UNO:(1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSB fastened to studs and plates w/ 8d nails 6" O.C. at all edges and 12" O.C. in the field. Sill plates fastened to concrete w/ 1/2" anchor bolts 4' O.C. and 1' fromall ends and openingsS1 of 4Braced Wall PlanI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: APRIL 28, 2021 LIC. NO. 18494 #21-030SMA FIRST FLOOR PLAN 1/4" = 1'-0" 1,123 SQ. FT.9' CEILING @ FIRST FLOOR WOOD PORCH 12x12 BOXED COL.ON 18"x18"x42"STONE BASE2-7 1/4" LSL4'-4"UP17 RDN15 R5'-10"GASF.P.PED 20682468DESK12" SH'S24682868FIREDOOR14'-6"13'-6"REF'G10" S.B. 30" RANGE30"PANT.2868 C.O.PANTRY*L.V.P.1/2 WALLW/ WD. CAP2-9 1/2" LVL9/0x5/0 SLCHASE3068 2/6x2/6 AWN2-2x10WALLEDGEWALLEDGE2/0x2/0 FX 2-2x10 2/0x2/0 FX 2-2x10 3/0x5/0 FX TOP @ 6'-10" 2-2x102-2x104/0x4/0 SLREF'GRECESS9x8 OVH. DR.16x8 OVH. DR.*4" CONC. FLOOR GARAGE 2-2x10 2/0x2/0 FX FOYER *L.V.P.*L.V.P. DINING *L.V.P. GREAT ROOM KITCHEN *L.V.P. MUD RM *L.V.P.*L.V.P.*L.V.P.*2x6 WALLS11'-0"36'-0"15'-0"14'-0"7'-0"3'-10"3'-2"7'-0"6'-4"8'-8"50'-0"22'-6"27'-6"6'-0"21'-6"20'-6"2'-0" 6'-0"4'-4"4'-10"6'-4" 3'-8"2'-8"47'-0"30'-0"17'-0"11'-0"19'-0"5'-11"5'-1"9'-6"9'-6"8'-9"7'-6"9"8'-0"14'-0"4'-7"8'-8"4'-3"11'-0"7'-4"11'-2"2'-2"4'-2"4'-10"6"2-2x103'-3"2'-9" 3'-3" 50'-0" 8'-0" 10'-8"7'-4"18'-0" 6'-2"4'-6"5'-10"6'-4"5'-10" 3'-2"2'-8"2'-8"3'-2"1'-8"RAILRAIL2'-10"6'-2"11'-4"3'-8"3'-8"4'-0"8'-0" CAB. 4'-0"2-7 1/4" LSL6'-6" 6'-0"6"7'-4"F21'-8" 18" FLR.TRUSS 19.2" O.C. 18" FLR.TRUSS 19.2" O.C. GIRDER F.T.2-2x10FLUSH2-2x10 FLUSH24" CANT.12" CANT.36'-0"6'-0"RADONVENT2x6TRUSSES24" O.C.2-9 1/2" LSLFLUSH2-2x10GYP. BD.24" SH'S2468 3'-0" CAB.2-2x10 TOP @ 6'-10"TOP @ 6'-10"4"2'-6" W.I.C. *L.V.P.4"4"2-2x1017'-0"2x6SD/CO18" FLR.TRUSS 19.2" O.C. GIRDER 2-9 1/2" LVL9/0x5/0 SLTOP @ 6'-10"3068FULLVIEWDECKLEDGER3'-0"Exterior Walls (Main level) UNO:(1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSB fastened to studs and plates w/ 8d nails 6" O.C. at all edgesand 12" O.C. in the field. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: APRIL 28, 2021 LIC. NO. 18494S3 of 4Structural Braced Wall Details Provided by:Becklin & Whitney Consulting Engineers, Inc139 1st Ave. E. Ste 200P.O. Box 471Cambridge, MN 55008763.689.5631Braced Wall PlanHD1Braced Wall Plan For:20177 Harvest DrWoodbury, MNHD1HD1HD2HD2Portal Frame per Figure 1w/ (2) 1.75x11.875" 1.9E LVLPortal Frame per Figure 2 w/ (2) 1.75x24" 2.0E LVL or (3) 1.75x20" LVLTruss blocking per Figure 3/S4Truss blocking per Figure 3/S4 required at cantilever.(1) 2x6" SPF #2 or better 16" O.C. w/ 1/2" (min) gypsum board fastened to studs/ plates w/ #9 screws 4" O.C. at all edges and 6" in the field.Truss blocking per Figure 3/S4.(1) 2x6" SPF #2 or better 16" O.C. w/7/16" OSB fastened to studs and plates w/ 8d nails 4" O.C. at all edges and 8" O.C. in the field. Block all seams solid. Sill plates fastened to concrete w/ 1/2" anchor bolts 4' O.C. and 1' fromall ends and openings #21-030SMA SECOND FLOOR PLAN 1/4" = 1'-0" 1,236 SQ. FT.DN17 R5'-0" TUB & SHOWER 1 PIECE FIB.66"246826685/0x6/0 FX TEMP5'-8"WD2468PKT.2668206826685068LIN.6/0x4/6 SL2-2x10*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET W.I.C. *CARPET2-2x107/6x5/0 SL2-2x106/0x5/0 SL36'-0"7'-0"14'-0"15'-0"7'-0"7'-0"8'-8"6'-4"12'-4"3'-0"7'-0"1'-10"3'-6" 41'-0" 38'-0"3'-0" 12'-4"5'-8"7'-4"12'-8"WALLEDGEWALLEDGE2-9 1/2" LSL TOP @ 8' OFF LNDG.36'-0"26'-0"10'-0"12'-0"14'-0"6'-0"6'-0"2'-6"11'-6"1'-0" 15'-0" 25'-0" 22'-0"3'-0" 8'-7"16'-0" 3'-8"3'-8"12'-8"4'-4"6'-8"4'-10"FF*VINYL*VINYLSD/COSDSDSD2x6GIRDERGIRDER @ 9' PLT. HT.ACCESS ATTIC 3'-8"3'-8"1/2 WALLW/ WD. CAP10"TRUSSES 24" O.C.TRUSSES24" O.C.TRUSSES24" O.C.RADONVENT2x660342468 C.O.LT2868PKT.2468246824x24LIN.102" 5'-3"6'-5"3'-8" 2-2x10 2/0x2/6 AWN 2-2x102/6x4/0 SH5'-3"1'-9"*VINYL*VINYL1/2 WALLW/ WD. CAPWALLHUNG1 PIECE FIB.2-2x10 2/0x2/6 AWN 6'-8"2'-6"*9' CLG.6/0x4/0 SL2-2x102668SD506850687'-3"4'-3" BEDROOM #4 *CARPET12'-10"2'-2"4'-4"7'-10"7'-6"4'-2"2x69' WALL8' TALL 2x4 WALLW/ 1' TALL 2x6 WALLABOVE ROOF PLAN 1/8" = 1'-0" 1'-5"2'-0"1'-6"1'-6"1'-0"GIRDER @ 9'GIRDER1'-0"1'-6"1'-9"8128128128128128121272'-0"6/12RAISED HEEL4/12Exterior Walls (2nd level):(1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSB fastened to studs andplates w/ 8d nails 6" O.C. at all edges and 12" O.C. in the field. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: APRIL 28, 2021 LIC. NO. 18494S3 of 4Structural Braced Wall Details Provided by:Becklin & Whitney Consulting Engineers, Inc139 1st Ave. E. Ste 200P.O. Box 471Cambridge, MN 55008763.689.5631Braced Wall Plan For:20177 Harvest DrWoodbury, MNHD2HD2HD2 Braced Wall Plan #21-030SMABlocking at sheathingseams716" OSBLSTA 49 fastened toinside of wall w/ 10d x1-1/2" nailsPlates fastened tobeam w/ (2) rows of10d x 3" nails 3" O.C.Figure 1: Portal FrameSection Fasten sheathing to LVLw/ 8d nails in a 3"x3" gridFasten sheathing to studs/ platesand blocking w/ 8d nails 3" O.C.1'-0" minSimpson LSTA 49 w/ 10d x1-1/2nails to inside face of wallSimpson HDU2-2.5 hold down w/(6) 14"x2-1/2" Simpson SDS screwsand (1) 58"x16" bent anchor rod.12"x14" bent anchor bolt w/2x2"x316" plate washer1'-3" minFasten sheathing to LVLw/ 8d nails in a 3"x3" gridFasten sheathing to studs/ platesand blocking w/ 8d nails 3" O.C.1'-6" minSimpson LSTA 49 w/ 10d x1-1/2nails to inside face of wallSimpson HDU2-2.5 hold down w/(6) 14"x2-1/2" Simpson SDS screwsand (1) 58"x16" bent anchor rod.Blocking at sheathingseams716" OSBLSTA 49 fastened toinside of wall w/ 10d x1-1/2" nailsPlates fastened tobeam w/ (2) rows of10d x 3" nails 3" O.C.Figure 2: Portal FrameSection 12"x14" bent anchor bolt w/2x2"x316" plate washer1'-6" minFloor truss Floor truss Fasten shear panels to trussesw/ (4) 16d nails on each sideFasten 716" OSB to all2x w/ 8d nails 3" O.C.Figure 3:Shear Blocking Detail2x4"(2) 2x4"2x4" 2x4"Preservative-treated barrier may berequiredPost size byDesignerMinimum woodmember thicknessC le a r s p a n (2) 2x6" (min)(3) 1.75x20" 1.9E LVL (min) S4 of 4HD1:HDU4-SDS2.5 hold down w/ (10)1.4"x2 1/2" SDS screws and w/ 5/8"x14" bent anchor boltHD2:MSTC40 w/ 10d nailsI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: APRIL 28, 2021 LIC. NO. 18494Braced Wall Plan For:20177 Harvest DrWoodbury, MNStructural Braced Wall Details Provided by:Becklin & Whitney Consulting Engineers, Inc139 1st Ave. E. Ste 200P.O. Box 471Cambridge, MN 55008763.689.5631Braced Wall Plan*All hardware is manufactured by Simpson Strong Tie. Stone Cottage HVAC Load Calculations for Meester 20177 Harvest Dr Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Thursday, March 18, 2021 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 2 Project Report General Project Information Project Title:Stone Cottage Project Date:Thursday, March 18, 2021 Client Name:Meester Client Address:20177 Harvest 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 North 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:1,142 CFM Per Square ft.:0.328 Square ft. of Room Area:3,482 Square ft. Per Ton:1,268 Volume (ft³) of Cond. Space:31,338 Building Loads Total Heating Required Including Ventilation Air:52,483 Btuh 52.483 MBH Total Sensible Gain:24,721 Btuh 79 % Total Latent Gain:6,639 Btuh 21 % Total Cooling Required Including Ventilation Air:31,360 Btuh 2.61 Tons (Based On Sensible + Latent) 2.75 Tons (Based On 75% Sensible Capacity) 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:\ ...\20177 HARVEST LAKEVILLE 03182021.rhv Thursday, March 18, 2021, 9:53 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 3 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 2.61 1,332 3,482 24,721 6,639 31,360 52,483 998 1,142 1,142 System 1 Yes 2.61 1,332 3,482 24,721 6,639 31,360 52,483 998 1,142 1,142 21x10 Ventilation 340 1,352 1,692 4,550 Zone 1 3,482 24,381 5,287 29,668 47,933 998 1,142 1,142 21x10 1-Main Level 1,123 9,769 1,845 11,614 17,848 372 458 458 5--6 2-Upper Level 1,236 11,479 2,439 13,918 18,661 389 538 538 6--6 3-Lower Level 1,123 3,133 1,003 4,136 11,424 238 147 147 2--6 C:\ ...\20177 HARVEST LAKEVILLE 03182021.rhv Thursday, March 18, 2021, 9:53 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 4 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 0.33 471 13,112 0 10,656 10,656 11N: Door-Metal - Polystyrene Core 63 1,918 0 529 529 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2580 14,590 0 2,231 2,231 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1080 4,603 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 1236 2,151 0 1,187 1,187 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 1123 2,443 0 0 0 Subtotals for structure:38,817 0 14,603 14,603 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: 98, Summer CFM: 51 9,116 987 708 1,695 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 Total Building Load Totals:52,483 6,639 24,721 31,360 Check Figures Total Building Supply CFM:1,142 CFM Per Square ft.:0.328 Square ft. of Room Area:3,482 Square ft. Per Ton:1,268 Volume (ft³) of Cond. Space:31,338 Building Loads Total Heating Required Including Ventilation Air:52,483 Btuh 52.483 MBH Total Sensible Gain:24,721 Btuh 79 % Total Latent Gain:6,639 Btuh 21 % Total Cooling Required Including Ventilation Air:31,360 Btuh 2.61 Tons (Based On Sensible + Latent) 2.75 Tons (Based On 75% Sensible Capacity) 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:\ ...\20177 HARVEST LAKEVILLE 03182021.rhv Thursday, March 18, 2021, 9:53 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 5 Building Pie Chart Building Loss 52,483 Btuh Floor 5%Roof 4% Wall 37% Glass 25% Door 4% Infiltration 17% Ventilation 9% Building Gain 31,360 Btuh Roof 4%Wall 7% Glass 34% Door 2%People 12% Equipment 30% Infiltration 5% Ventilation 5% C:\ ...\20177 HARVEST LAKEVILLE 03182021.rhv Thursday, March 18, 2021, 9:53 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 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 0.33 471 13,112 0 10,656 10,656 11N: Door-Metal - Polystyrene Core 63 1,918 0 529 529 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2580 14,590 0 2,231 2,231 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1080 4,603 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 1236 2,151 0 1,187 1,187 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 1123 2,443 0 0 0 Subtotals for structure:38,817 0 14,603 14,603 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: 98, Summer CFM: 51 9,116 987 708 1,695 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 System 1 Whole House Load Totals:52,483 6,639 24,721 31,360 Check Figures Supply CFM:1,142 CFM Per Square ft.:0.328 Square ft. of Room Area:3,482 Square ft. Per Ton:1,268 Volume (ft³) of Cond. Space:31,338 System Loads Total Heating Required Including Ventilation Air:52,483 Btuh 52.483 MBH Total Sensible Gain:24,721 Btuh 79 % Total Latent Gain:6,639 Btuh 21 % Total Cooling Required Including Ventilation Air:31,360 Btuh 2.61 Tons (Based On Sensible + Latent) 2.75 Tons (Based On 75% Sensible Capacity) 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:\ ...\20177 HARVEST LAKEVILLE 03182021.rhv Thursday, March 18, 2021, 9:53 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 7 Detailed Room Loads - Room 1 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,123.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,123.0 sq.ft.Supply Air:458 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.7 AC/hr Volume:10,107.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:52 CFM Runout Air:92 CFM Percent of Supply.:11 % Runout Duct Size:6 in.Actual Summer Vent.:28 CFM Runout Air Velocity:466 ft./min.Percent of Supply:6 % Runout Air Velocity:466 ft./min.Actual Winter Infil.:44 CFM Actual Loss:0.136 in.wg./100 ft.Actual Summer Infil.:23 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain S -Wall-12F-0sw 36 X 9 218 0.065 5.7 1,233 0.9 0 188 N -Wall-12F-0sw 36 X 9 239 0.065 5.7 1,352 0.9 0 207 E -Wall-12F-0sw 42 X 9 358 0.065 5.7 2,024 0.9 0 309 W -Wall-12F-0sw 42 X 9 335 0.065 5.7 1,894 0.9 0 290 N -Door-11N 6 X 7 42 0.350 30.5 1,279 8.4 0 353 N -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 S -Gls-4A-1a-o shgc-0.33 0%S 106 0.320 27.8 2,951 19.2 0 2,033 N -Gls-4A-1a-o shgc-0.33 100%S 22 0.320 27.8 612 10.4 0 229 E -Gls-4A-1a-o shgc-0.33 0%S 20 0.320 27.8 557 35.0 0 700 W -Gls-4A-1a-o shgc-0.33 0%S 43 0.320 27.8 1,197 35.0 0 1,505 Subtotals for Structure:13,738 0 5,990 Infil.: Win.: 44.3, Sum.: 23.0 1,404 2.927 4,110 0.227 445 319 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 3,000 Room Totals:17,848 1,845 9,769 C:\ ...\20177 HARVEST LAKEVILLE 03182021.rhv Thursday, March 18, 2021, 9:53 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 8 Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,236.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,236.0 sq.ft.Supply Air:538 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.9 AC/hr Volume:11,124.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:55 CFM Runout Air:90 CFM Percent of Supply.:10 % Runout Duct Size:6 in.Actual Summer Vent.:33 CFM Runout Air Velocity:456 ft./min.Percent of Supply:6 % Runout Air Velocity:456 ft./min.Actual Winter Infil.:44 CFM Actual Loss:0.130 in.wg./100 ft.Actual Summer Infil.:23 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain S -Wall-12F-0sw 36 X 9 247 0.065 5.7 1,397 0.9 0 214 N -Wall-12F-0sw 36 X 9 273 0.065 5.7 1,544 0.9 0 236 E -Wall-12F-0sw 41 X 9 319 0.065 5.7 1,804 0.9 0 276 W -Wall-12F-0sw 41 X 9 339 0.065 5.7 1,917 0.9 0 293 S -Gls-4A-1a-o shgc-0.33 0%S 77 0.320 27.8 2,144 19.2 0 1,477 N -Gls-4A-1a-o shgc-0.33 100%S 51 0.320 27.8 1,420 10.4 0 531 E -Gls-4A-1a-o shgc-0.33 0%S 50 0.320 27.8 1,392 35.0 0 1,750 W -Gls-4A-1a-o shgc-0.33 0%S 30 0.320 27.8 835 35.0 0 1,050 UP-Ceil-16B-50 1236 X 1 1236 0.020 1.7 2,151 1.0 0 1,187 Subtotals for Structure:14,604 0 7,014 Infil.: Win.: 43.7, Sum.: 22.7 1,386 2.927 4,057 0.227 439 315 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 3,000 Room Totals:18,661 2,439 11,479 C:\ ...\20177 HARVEST LAKEVILLE 03182021.rhv Thursday, March 18, 2021, 9:53 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 9 Detailed Room Loads - Room 3 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,123.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,123.0 sq.ft.Supply Air:147 CFM Ceiling Height:9.0 ft.Supply Air Changes:0.9 AC/hr Volume:10,107.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:33 CFM Runout Air:73 CFM Percent of Supply.:23 % Runout Duct Size:6 in.Actual Summer Vent.:9 CFM Runout Air Velocity:374 ft./min.Percent of Supply:6 % Runout Air Velocity:374 ft./min.Actual Winter Infil.:10 CFM Actual Loss:0.088 in.wg./100 ft.Actual Summer Infil.:5 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain S -Wall-12F-0sw 36 X 9 252 0.065 5.7 1,425 0.9 0 218 N -Wall-15B0-10sf-10 36 X 9 324 0.049 4.3 1,381 0.0 0 0 E -Wall-15B0-10sf-10 42 X 9 378 0.049 4.3 1,611 0.0 0 0 W -Wall-15B0-10sf-10 42 X 9 378 0.049 4.3 1,611 0.0 0 0 S -Gls-4A-1a-o shgc-0.33 0%S 72 0.320 27.8 2,004 19.2 0 1,381 Floor-21A-24 1 X 1123 1123 0.025 2.2 2,443 0.0 0 0 Subtotals for Structure:10,475 0 1,599 Infil.: Win.: 10.2, Sum.: 5.3 324 2.929 949 0.228 103 74 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:500 1,000 Room Totals:11,424 1,003 3,133 C:\ ...\20177 HARVEST LAKEVILLE 03182021.rhv Thursday, March 18, 2021, 9:53 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 10 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 1,123 17,848 372 5-6 466 9,769 1,845 458 458 2 Upper Level 1,236 18,661 389 6-6 456 11,479 2,439 538 538 3 Lower Level 1,123 11,424 238 2-6 374 3,133 1,003 147 147 Ventilation 4,550 340 1,352 System 1 total 3,482 52,483 998 24,721 6,639 1,142 1,142 System 1 Main Trunk Size:21x10 in. Velocity:783 ft./min Loss per 100 ft.:0.091 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.61 79% / 21%24,721 6,639 31,360 Recommended:2.75 75% / 25%24,721 8,240 32,961 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:\ ...\20177 HARVEST LAKEVILLE 03182021.rhv Thursday, March 18, 2021, 9:53 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): 24,721Residential 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: 52,483 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 Lakeville20177 Harvest Dr BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 31,360 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 04/20/21 KP X