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LA215278 - 7360 183rd Street West - Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE 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 3'-0"1'-6" OH10:12 SHEDROOF BELOW2'-0" 6:12 6:12 4:12 1'-0" OHROOF VENTS8:122'-0"8:126' TYPICAL ICE & WATER SHIELDFOR EXTERIOR WALLS & 3' FORROOF VALLEYSROOF VENTS BY ROOFINGCONTRACTOR1'-0" OH 8:128:126:12 6:12 1'-0" OH 1'-0" OHSIDING MATERIALS PER COMMUNITY SPECIFICATIONS. SIDING STYLESARE PER PLAN.REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT ANDPORCH CEILING MATERIALS.ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECIFICATIONS.TRIM SIZED PER PLAN.PER PLAN AND COMMUNITY SPECIFICATIONS ONLY:WRAP ALL WINDOWS AT SIDES & REAR OF HOME W/ 4" TRIM.INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL ON A4 FORINSTRUCTIONS ON WRAPPING THE WINDOWS.ADDRESS NUMBERS TO BE 4" HIGH MIN. & CONTRAST TO BACKGROUND.AT HOUSET/CONC. SLAB10:124:1285'-10"TO CL OF GABLE12T.O. PLATET/1st FLR. PL.9'-1 1/8"T.O. SUBFL.8'-1 1/8"6'-11"T/WDW. R.O.4x4 KICKERADDRESS LOCATION1x4" TRIM, TYP.1x6 TRIMWINDOW GRIDSAS SHOWNHORIZONTALSIDING5'-10"TO CL OF GABLE1x8 MANTEL(3" O.H. EA. END)1x6 SILL(3" O.H. EA. END)SHAKE4" FACE TRIMSTACKED ON TOPOF 6" FACE TRIM10x10 COLUMN(6x6 POST, FURRED& WRAPPED INCEDAR OR 'LP')1x10 TRIM1x6 TRIM1x6 TRIMSTONE VENEER1x4" TRIM, TYP.7'-11"T/WDW. R.O.1'-6"6122'-0"6121'-6"8:12412VENTURE SERIESE070 E3E - BISCAYNEFOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTESSECTIONS ELECTRICAL PLANSA6MAIN AND UPPER FLOOR PLANS A2A3A5A1DETAILSA4GARAGE: MAIN FLOOR: 612 SF734 SFSLAB ON GRADE734 SFUPPER FLOOR: 1,094 SFTOTAL FINISH: 1,828 SFSLAB ON GRADE FOUNDATION GUIDESA1STRUCTURAL DETAILSS3STRUCTURAL DETAILSS4SCALE:A11FRONT ELEVATION1/4" = 1'- 0"SCALE:A12ROOF PLAN1/8" = 1'- 0"SCALE:A13SIDE ELEVATION1/8" = 1'- 0"SCALE:A14REAR ELEVATION1/8" = 1'- 0"SCALE:A15SIDE ELEVATION1/8" = 1'- 0"GARAGE HARDWARE PERCOMMUNITY SPECSLP HORIZONTAL LAP SIDINGEXTERIOR MATERIALS % LAP SIDING = 20% STONE = 34% SHAKE = 26% TRIM = 20%LP SHAKE SIDINGFACE APPLIED STONE VENEERFACE APPLIED STONE VENEERHARDBOARD SIDING ON FRONT ELEVATION.LP HORIZONTAL LAP SIDINGHARDBOARD SIDING ON SIDE AND REAR ELEVATIONS. 7360 183rd Street West Voyageur Farms-1st AdditionConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode06/26/2023dmathews 2'-7 1/2" 15'-1 1/4"4'-2 1/4"7'-6 1/2" 10'-0 1/4"7'-4 1/2"SLOPE SLAB 4" TO GARAGE DOOR 2" R-10 RIGIDINSULATION-TYP.16" W. X 8" D. CONTINUOUSCONCRETE FTG. AT PERIMETER(MIN. 5,000 PSI TYP.)**NOTE:**PLUMBING/DRAIN LOCATIONSSHOWN FROM ABOVEOFFSETS PER LENNAR STD.-V.I.F.2" LEDGE AT GAR. WALL (TYP)4"4"6'-0"10'-0"SLOPE SLAB 1/4" / FOOT 30'-0"18'-0"18'-0"2'-0"16'-1 1/2"2'-2"9'-8 1/2"6"6"10"10"10" 38'-0" 44'-0"20'-3 1/2"9'-8 1/2"2'-3"DROP FDTN 8" @GARAGE DOOR4" CONC. PORCHSLAB**NOTE:**SEE STRUCTURAL DESIGN ONPAGE S3 FOR STRUCTURALINFORMATION9'-5"16"W. x 8"D. THKND.SLAB FOOTING4'-2 1/4"BASE (3500 P.S.I.)4" CONC. SLABGARAGE SLAB4" CONC. SLAB OVER6 MIL. VAPOR BARRIEROVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.)BASEMENT SLAB24"x 24"x 8"D CONCRETEPAD FOOTINGCL20'-0"40'-0"2" LEDGE ATCOMMON WALLS (TYP)KITCHEN ISLAND ABV.CLCL10'-0"6" 5'-0"11 1/4"8'-1 1/2"11 1/4"10'-0"2'-0" 2'-8"30"x30"x12"D OR30"x30"x8"D WITH #5BARS @ 12" O.C.CONCRETE PAD FTG.30"x30"x12"D OR30"x30"x8"D WITH #5BARS @ 12" O.C.CONCRETE PADFOOTING20'-8"15'-4"DROP FDTN 8" @GARAGE DOOR8'-0"2" LEDGE AT GAR. WALL (TYP)CLPOUR GARAGE SLAB FLUSH6" GRANULAR FILL16"x8" CONC. FOOTINGW/ SILL SEALER(TR) 2x6 SILL PLATEGRADER-20 BATT INS.BOLT AT 72" O.C.1/2" DIA. x 10" ANCHOR8" POURED CONC.FOUNDATION WALL CONC. SLABEXT. FIN. PER PLANDOUBLE TOP PLATEHEADER AT WIN.4 MIL POLY8"2"TYVEK WITH SIDINGPER PLAN (EXT. PER PLAN)VAPOR BARRIERR-10 RIGID INSUL.OR APPROV. STRAPMIN. 42"WATERPROOFINGREQ'D. @ TOPFDN. WALL5/8" DRYWALL1/2" DRYWALL30 MIL PVC MEMBRANESEAL ALL SEAMS,CORNERS & EDGES W/ 35MIL POLYETHYLENEBACKED SYNTHETICBUTYL RUBBER ADHESIVEMEMBRANE6" GRANULAR FILL CONC. SLAB10"VAPOR BARRIERR-10 RIGID INSUL.8"CONC. STOOPAT FOUNDATION2" D.x8" H. LEDGEWATERPROOFINGFOUNDATION NOTES:1. MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT TO BE 50'-0".2. PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLYSUPPORTED BY FLOOR CONSTRUCTION AT BOTH TOP AND BOTTOM OR BYADEQUATE TEMPORARY BRACING.3. EXTERIOR WATERPROOFING SHALL COMPLY W/ R 406.2 PER 2020 MNRESIDENTIAL CODE. WATERPROOFING SHALL EXTEND FROM TOP OF INSIDEEDGE, ACROSS TOP, AND DOWN EXTERIOR FACE OF FOUNDATION WALL TOFOOTING.4. EXTERIOR FIBER BOARD INSULATION TO BE APPLIED OVER WATERPROOFING.ABOVE GRADE TO BE 2" THICK, R-10 CERTISTUD (OR EQUAL) TO ALLOW FORSIDING APPLICATION. BELOW GRADE TO BE R-10, 2 3/8" THICK FIBERBOARD(WATCHDOG OR EQUAL). SILL PLATE TO OVERHANG FOUNDATION BY 1 1/2" TOALIGN FOUNDATION INSULATION W/ 1/2" SHEATHING ABOVE. A GROUNDBREAKER PRODUCT WILL BE USED TO TRANSITION FINAL GRADE TO SIDINGMATERIAL.5. WALLS WITH EQUAL BACKFILL ON BOTH SIDES REQUIRE NO REINFORCINGFOR WALL LENGTHS LESS THAN 25'-0" LONG AND HORIZONTAL REINFORCINGONLY FOR WALLS LONGER THAN 25'-0".2'-7 1/2"15'-1 1/4"4'-2 1/4"C7'-6 1/2" 10'-0 1/4"7'-4 1/2"2" R-10 RIGIDINSULATION-TYP.16" W. X 8" D. CONTINUOUSCONCRETE FTG. AT PERIMETER(MIN. 5,000 PSI TYP.)2" LEDGE AT GAR. WALL (TYP)4"4"6'-0"11'-8"2" LEDGE ATCOMMON WALLS (TYP)SLOPE SLAB1/4" / FOOT 30'-0"1'-6"16'-1 1/2"2'-8"9'-8 1/2"6"6"10"10"10"38'-0"44'-0"20'-3 1/2"9'-8 1/2"2'-3"DROP FDTN 8" @GARAGE DOOR4" CONC. PORCHSLABSLOPE SLAB 4" TO GARAGE DOOR 9'-5"16"W. x 8"D. THKND.SLAB FOOTING4'-2 1/4"1'-9"16'-7 1/2"BASE (3500 P.S.I.)4" CONC. SLABGARAGE SLAB4" CONC. SLAB OVER6 MIL. VAPOR BARRIEROVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.)BASEMENT SLAB**NOTE:**SEE STRUCTURAL DESIGN ONPAGE S3 FOR STRUCTURALINFORMATION**NOTE:**PLUMBING/DRAIN LOCATIONSSHOWN FROM ABOVEOFFSETS PER LENNAR STD.-V.I.F.24"x 24"x 8"D CONCRETEPAD FOOTING36"x 36"x 12"D w/ #5 BARS@ 12" O.C. CONCRETEPAD FOOTINGKITCHEN ISLAND ABV.LCLCL18'-0"18'-0"40'-0"10'-0"6" 5'-0"11 1/4"8'-1 1/2"11 1/4"10'-0"2'-0" 2'-8"30"x30"x12"D OR30"x30"x8"D WITH #5BARS @ 12" O.C.CONCRETE PAD FTG.20'-8"15'-4"DROP FDTN 8" @GARAGE DOOR8'-0"2" LEDGE AT GAR. WALL (TYP)18'-4"CLPOUR GARAGE SLAB FLUSHSCALE:A21SLAB ON GRADE FOUNDATION PLAN - A31/4" = 1'- 0"SCALE:A23SLAB ON GRADE DETAIL3/4" = 1'- 0"SCALE:A22SLAB ON GRADE FOUNDATION PLAN - B3, E31/4" = 1'- 0"SCALE:A24DETAIL AT STOOP3/4" = 1'- 0"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 16' x 7' OVERHEAD DOOR6/0x6/8 PATIO DR.3/0x5/0 SH 3/0x5/0 SH 3/0x5/0 SH DW10" OH3'-4" 3/0x5/0 SH 2'-3 1/2"9'-5"2/0x4/0 SH 3068ENTRY DOORPEDR&S4 SH5 1/2"15'-0"14'-1"5 1/2"6'-4"3'-3 1/4"12'-10 3/4"7'-6"30'-0"3'-0"4'-3 3/4"5'-0 3/4"11'-8"16'-1 1/2"1'-6"18'-4"40'-0"4'-0"14'-3" 3'-4" 2'-4"20'-0" 4'-1"4 1/2"4'-5"3'-2"34 1/2" H.2x4 KNEEWALL6'-9 1/2"FLR BRK10x10 COLUMNS,SEE A1.1FPHBSEWER CLEANOUT & WATER MAIN UNFINISHEDEQEQ OPTIONAL ELECTRICFIREPLACE, SEEDETAIL THIS SHEETPWDR.KITCHENDININGGREAT ROOMDROPPED BEAMGIRDER TRUSS (2) 2x10(2) 2x12(2) 2x10 TRUSSES(2) 2x6(2) 2x4 (2) 2x4 (2) 2x10TRUSSES UP 17R (2) 9 12" LSL(2) 20" LVL EXTENDED HEADERCONSTRUCT PORTAL FRAME AS SHOWN IN 1/S4TRUSSES6x6 POST w/ STANDARDPOST BASE & CAP TYP.(2) 2x10(2) 2x10 CONT.(2) 2x10REFR2'-11"RADON VENT1" GAPFLR BRK GARAGE(2) 2x10 (2) 2x10 CLFLOOR BREAKCL TRUSSES 5 1/2"14'-9"6'-6"5 1/2"15'-1"5 1/2" 13'-0" 6'-0"38'-0"4'-11"3'-7"3'-8 1/2"11'-11 1/2"1'-112"15'-5 1/2"2'-2 1/2"4'-10"20'-3 1/2"30"x30" ACCESSDOOR TO UNDERSTAIRS.R.O. = 32"x32"44'-0"2'-9"3'-2 1/2"38'-0" 5 1/2"14'-9"2'-01 2"51 2" 4'-4" 18'-0" 3 1/2"8'-1 1/2"11 1/4"8'x7' OVHD DOOR2x6 WALL5'-0"11 1/4"10'-0"10'-0"20'-8"(2) 2x12(2) 2x4 (2) 2x4 FLOOR LINE ABOVE TRUSSES 2'-0" 18'-0" 15'-4"5 1/2"STONE VENEER( 2) 11 7/8" LSL OR GIRDER TRUSS 28682068246826262468OPEN36" HIGHWALL WITHWOOD CAP2x6 WALLP.H.TRSEALED 22x30ATTIC ACCESS SH346032x60 W/SH 4 SH4 SHWIRE SHELF @ 64" A.F.F.R&S4 SHAIREXCHG.R&SR&S R&S 3/0x5/0 SH 3/0x5/0 SH 5 1/2"4'-6 1/2"5'-4"2'-5"15'-11"5 1/2"22'-6"7'-6"30'-0"5 1/2"14'-0"10'-1 1/2"2'-1"10'-0"5 1/2" 19'-9" 38'-0" 5 1/2"8'-3 1/2"5 1/2"6'-1"15'-8"5 1/2"6'-0"17'-6 3/4"38'-0"2'-9"3'-1" 10"4'-1"3'-7 1/2"5'-7"7'-3 1/2"3'-3"2'-8"10'-0"3'-7"3'-3"5'-7 1/2"3'-11 1/2" 2'-6 1/2"5'-0"4'-2"5'-5"3'-2"2x6 WALL2x6 WALL1'-10"3'-0 1/2"8'-5"1'-10 1/2"4'-3"30"30"3/0x5/0 SH 2'-1"14'-5 1/2"11'-11 1/2"5 1/2"5'-10"9'-5 7/8"5'-10"8'-10"3/0x5/0-2 SH3/0x5/0 SH 1'-7 1/2"6'-8"5 1/2"3'-6"P.H.TRTRP.H.3/0x5/0-2 SH3/4x5/0 SH HAYFIELD 3/4x5/0 SH HAYFIELD 3/4x5/0-2 SH HAYFIELD BEDROOM #4BEDROOM #2BEDROOM #3OWNER'S SUITEOWNER'S BATHBATHMECH.LAUNDRYWIC30"30"FLR BRK FLR BRK FLR BRKFLR BRKFLR BRKSEE 2/S3 FOR TALL WALL FRAMING (2) 9 12" LSL(2) 2x10(2) 2x10(2) 2x10(2) 2x10 (2) 2x10 TRUSSES 22x30SKTL.ATTIC266826682068266826682068WASHERDRYERW.S.2068W.H.P.V.5068 BI-PASS 5068 BI-PASS5068 BI-PASS 5068 BI-PASSFURNRETURN286824682 4 6 8 2 4 6 8 DN 17R 6'-6" 3'-6" 1'-812"4'-8 1/8" R.O.5'-11" FRAMED7 1/4"6'-0" FINISHED9'-0"4'-8 1/8" R.O.7 1/2"FRAMED7 1/2"FRAMED1'-6"1'-6 3/4" R.O.DRYWALL BACKTO WALLALLUSION 60 ELECTRICFIREPLACE5'-11"FRAMED2x8 FRAMING,FLOOR TO CLGDRYWALL FINISHPROVIDE ELECT. OUTLETON DEDICATED CIRCUITLOCATED IN FRAMINGNEAR TOP RIGHTCORNER OF F.P. UNITNOTE:WINDOW FALL PROTECTION TO BE PROVIDEDIN ACCORDANCE WITH R312.2GENERAL NOTES:·FIRST FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. FIRST FLOOR WINDOWS TO BE FRAMED AT 7'-11" (U.N.O.)·SECOND FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. SECOND FLOOR WINDOWS TO BE FRAMED AT 6'-11" (U.N.O.)·ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.0.)·GARAGE WALLS TO BE 2x4 @ 16" O.C. (U.N.O.)·INSTALL 5/8" FIRECODE GYPSUM BOARD ON ALL GARAGE CEILINGS AND ADJOININGHOUSE WALLS·ALL INTERIOR HOUSE WALLS TO HAVE 1/2" GYPSUM BOARD, ALL HOUSE CEILINGS TOHAVE 5/8" FIRECODE GYPSUM BOARD·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING & BEARING WALLSPER PLAN (U.N.O.) ALL INTERIOR WALLS FRAMED @ 16" O.C.·ALL ANGLED WALLS ARE 45 DEGREES (U.N.O.)·BEARING WALLS SHALL BE FRAMED W/ DBL. TOP PLATE & STUDS ALIGNING W/ FLOORTRUSSES ABOVE, REFER TO FLOOR TRUSS LAYOUTS·ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVELTO BEAR ON FOUNDATION, INSTALL BLOCKING IN FLOOR SYSTEM BELOW ALL POINTLOAD SUPPORTS·ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHT PERPLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THESPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATEELECTRICAL OR GAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUNDMATERIALS·REFER TO SPECIFICATION INFORMATION & CABINET SHOP DRAWINGS FOR KITCHEN &BATH CABINET LAYOUT, SIZES & FEATURES PER CABINET SUPPLIER·ALL BATHROOM FANS TO BE VENTED TO EXTERIOR·TOWEL BARS MOUNTED AT 54" AFF, TOILET PAPER HOLDERS MOUNTED AT 24" AFF·ALL PANTRY & LINEN CLST'S. TO RECEIVE WIRE SHELVING, (U.N.O.)·ALL CLOSETS TO RECEIVE (1) ROD & (1) WIRE SHELF (U.N.O.)·ALL WASHERS ON LEFT SIDE, ALL DRYERS ON RIGHT SIDE·AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICAL OUTLETIS CENTERED ON VANITY.SCALE:A31MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A32UPPER FLOOR PLAN1/4" = 1'- 0"SCALE:A33ELECTRIC FIREPLACE OPTION3/8" = 1'- 0"STAIR EXTERIOR 18'-7"± TALL WOOD WALLTO TO BE CONSTRUCTED AS FOLLOWS:·2x6 LSL @ 16" O.C. TYPICAL FULL HEIGHTWALL FRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEENSTUDS AT INTERVALS NOT TO EXCEED10-FT ALONG HEIGHT OF WALL·WALL TOP & BOTTOM PLATES MAY BESPF/SYP MATERIALTemper2.566555PFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 16" PRE-ENG. FLR. TRUSSES, TYP.R-49 INSUL.R-21 INSUL.TYP.1'-0"TYP.38'-0"AT HOUSET/CONC. SLABT/1st FLR. PL.9'-1 1/8"T/WDW. R.O.T.O. PLATE8'-1 1/8"T.O. SUBFL.1'-4 3/4"8"7'-11"GARAGEOWNERS SUITEDINING / KITCHENBEDROOM #4BEDROOM #3MIN. CODE DEPTHFDN. @ ALL STOOPSDEPTH MAY VARYPER CITY OR SITECONDITIONS16" PRE-ENG. FLR. TRUSSES, TYP.4" CONCRETE SLAB7'-7 3/8" HEADROOM6'-8" MIN W/ 10" TREADS (17) EQUAL RISERS R-49 INSUL.R-21 INSUL.TYP.1'-0"TYP.38'-0"AT HOUSET/CONC. SLAB9'-1 1/8"5'-6"SOFFIT / CLGTRTD6x6POST412(2) 2x10BEAMAT HOUSET/CONC. SLABT/1st FLR. PL.9'-1 1/8"T.O. PLATE8'-1 1/8"T.O. SUBFL.1'-4 3/4"ACCESSDOORCLSTFOYERGREAT ROOMHALLW.I.C.LAUNDRYPOWDERGYPSUMBOARDON UNDERSIDEOF STAIRSCL2'-6"BOTTOM OF TOP CHORDVAPOR BARRIERR-44 BLOWN INSULATIONEXTEND SHTG. TO5/8" DRYWALL CLG. (TYP.)CEILING(WINDWASH)MANUF. TRUSSES24" O.C.12PER PLAN7/16" OSB SHEATHING TYP.BATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL WALLS (TYP.)HOUSE WRAPVAPOR BARRIER2x6 STUDS 16" O.C.ROOF CONST.STD. ENERGYHEEL HT.ASPHALT SHINGLES PER SPECS.WATERGUARD ICE BARRIER AT EAVESSOFFIT AND FASCIA PER SPEC. LEVELWALL CONST.SIDING PER SPEC. LEVEL7/16" OSB SHEATHINGINSULATION CHUTES15# FELT2x6 SUBFASCIAMIN. 6" 4" CONCRETE SLAB8" POURED CONC. WALLFDN. WALL CONST.INTERIOR RIGID INSUL. CONSTR.6" GRAVEL FILL6 MIL POLY / LAPPED 12"16" FLOOR TRUSSES25/32" OSB SUBFLOORRIM CONST. - R-20 MIN. R-20 SPRAY FOAM INSULATION7/16" OSB SHEATHINGAROUND PERIMETERR-10 RIGID INSULATIONLENNAR WILL INSTALL A "PASSIVE RADON READY" SYSTEM.ALL BASEMENT SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY 6 MILPOLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURESWILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USINGPOLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMPBASKETS WILL HAVE SEALED LIDS.LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THEDRAIN TILE SYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILLUSE THE SHORTEST ROUTE TO EXIT THE ROOF SYSTEM, WITH A MAX. OF (2) 90DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILL BEINSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "RADON GAS VENTSYSTEM" AT ALL ACCESSIBLE LOCATIONS. ALSO, ALL RADON PIPES WILL BE LABELEDAT ALL FLOORS FOR FUTURE REFERENCE.AT ROOF EXIT LOCATIONS, WE WILL MAINTAIN A 10' DISTANCE TO ANY WINDOWLOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THELOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANYOBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. LENNAR WILLINSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FAN ADDITION.RADON NOTE:HOUSE WRAP CUTTING PATTERN12CUT HOUSE WRAPPER DIAGRAM.CUT UPPER FLAP AT 45FLEX WRAPWINDOW OPENINGWRAP TO SILL OF APPLY 10" FLEXUNDER HEAD INSTALL WINDOWINSTALL JAMBSTRIPS OVERINSTALLED WINDOWHOUSE WRAP FOLDHOUSE WRAP FOLDSTRIP UNDER UPPERINSTALL HEADUPPER FOLDAND TAPE OVERCUTOVER HEAD STRIPDROP UPPER FOLDTO SETTING WINDOWAPPY CAULK BEHINDWINDOW FINS PRIORHOLD UPPER FOLD OUT UNTIL FINAL STEPINSTALL, FOLD SIDEAFTER FLEX WRAPHOUSE WRAP FLAPSOVER FLEX WRAPAND TRIM / FASTENTAPETAPEWINDOW WRAP.CAP UNDERINSTALL DRIPDOWN EACH SIDE.BEND CORNERS3456789SEAMSSCALE:A42BUILDING SECTION @ STAIRS1/4" = 1'- 0"SCALE:A41TYPICAL WALL SECTION-SLAB ON GRADE3/8" = 1'- 0"SCALE:A43BUILDING SECTION @ GARAGE1/4" = 1'- 0"SCALE:A44HOUSE WRAP DETAIL AT WINDOWSNOT TO SCALE DWPED3'-0"ELECTRICALSERVICEPANELTO SWITCHAT 1ST FLR.3'-7"4'-0"4'-0"4'-6"4'-6"3'-10 1/2"5'-0"4'-6 1/2"LLLLLLLLLLLLLLLLEVC3434 SDCHT4 33GFI 3MM WP GFIPGFIPGFIP42" GFIP42"GFIP 42"GFIP MICRO WP GFIPCLG. MNT.FOR G.D.O.OPENUNDERCOUNTERSWITCH & OUTLETFOR DISPOSALELEC. R.I. TO JUNCTIONBOX FOR FUTUREOUTLET INSIDE CABINET3'-7"LLEVCCHT4 33CLG. MNT.FOR G.D.O.GFIPGFIP42"GFIP 42"GFIP MICRO 3'-0"ELECTRICALSERVICEPANELGFIPCLG. MNT.FOR G.D.O.WASHERDRYERGASFURNRETURNAIREXCHG.W/ FLUSH MOUNT LIGHTCEILING FAN ROUGH-INTO SWITCHAT 1ST FLR.NOTE:WINDOWS SHOWN ON ELEC. PLAN AREFOR ELEVATION 'A' ONLY. SEE 2NDFLOOR PLAN FOR WINDOW LOCATIONSOF OTHER ELEVATIONS.22x30 SKTL.ATTIC OUTLET REQUIREDW/I 8' OF WATERMAINSDSDLLL33 LL3SDCMSDLLSDMM LLL42" GFIP42" GFIP42" GFIP42" GFIPLLDUPLEX CONVENIENCE OUTLETDUPLEX OUTLET ABOVE COUNTERWEATHERPROOF DUPLEX OUTLETHALF-SWITCHED DUPLEX OUTLETDUPLEX OUTLET IN FLOOR220 VOLT OUTLETWALL SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHCEILING MOUNTED INCANDESCENT LIGHT FIXTURERECESSED INCANDESCENT LIGHT FIXTURELIGHT FIXTURE WITH PULL CHAINFLOURESCENT LIGHT FIXTUREEXHAUST FANCHIMESSMOKE DETECTORTHERMOSTATELECTRIC PANELPCWPELECTRICAL KEY DUPLEX OUTLET (GROUND FAULT PROTECTED)GFIPRECESSED INCANDESCENT EYE BALL FIXTURECARBON MONOXIDE DETECTORELECTRIC VEHICLE CHARGER ROUGH-IN (OPTIONAL)LED FIXTURELMULTI-MEDIA JACKEVCMMTCMSDCHPLUGMOLD PM34AND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS1. THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBINGSUCH AS JOISTS, TRUSSES AND STUDS.GENERAL NOTES ELECTRICAL AND/OR GAS HOOK-UP REQUIREMENTS, THIS INCLUDES2. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCEBUT IS NOT LIMITED TO WASHER, DRYER, RANGE/COOKTOP,MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE),DISHWASHER AND REFRIGERATOR.5. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLESAT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR:REQUIREMENTS OF ALL GOVERNING CODES.AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE4. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.TELEVISION.........14"TELEPHONE........14"OUTLETS.............14"SWITCHES...........42"AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)3. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORSSCALE:A42UPPER FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A41MAIN FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A433 CAR GARGE ELECTRICAL PLAN1/4" = 1'- 0" HEADER1/2" GYPSUM BD.1/2" GYPSUM BD.WIN. OPNG.2x6 HEADER PLATEINSULATE1 1/4" RIM BOARD2x6 DOUBLE TOP PLATE2x6 SILL PLATESUBFL.INSULATE2" SPRAY6'-11 3/8" TO T.O. WIN. R.O.SUBFL. AT 8' CLG. 8'-0" TO SUBFL. AT 9' CLG.1x2 AT EA. SIDE OFWINDOW OPENINGSHEATHINGFOAM INSUL.FLOOR SYSTEM PER PLAN1/2" GYPSUM BD.TRUSS BTM. CHORDTOP PLATEDOUBLE WIN. OPNG.WIN. HDRS.SHEATHING2x6 HDR. PLATET.O. WIN. R.O.6'-11 3/8" TO SUBFL.INSULATEINT/EXT WALL INTERSECTIONINTERIOR WALL CORNER2x6 EXTERIOR WALL1/2" GYPSUM BOARD2x6 R.W. 2x4 R.W. 2x6 EXTERIOR WALL2x2 R.W. INSIDE CORNEROUTSIDE CORNERINSULATE STUDCAVITIES OF ALLCORNERS AND INTERSECTIONSOF OUTSIDE WALLSSIDING2x4 INTERIOR WALL 2x4 BACKINGAT MID HGT.2x4 INT. WALLSHEATHING(EXT. FIN. MAY VARY PER PLAN)PER PLANEXT. MAY VARYSHEATHING9'-0"PLYWD.ALUM. SOFFITW/ALUM.2 x 6 SPF1/2" OXBOARD SHEATHINGGABLEEND TRUSS(WHERE APPL.)2x6 FOR LOOK OUTSUSE SCRAP 2x4 ORNOTE:ENG'DFASCIADIM.2x4 INT. WALLBOARD1/2" GYPSUM5/8" GYPSUM BD.2x4 DOUBLETOP PLATE2x6 BACKINGBOTTOM CHORDOF TRUSSINT WALL2x2 NAILER3/4" PLYWOOD1/2" GYP. BD.FIRE STOP5/8" GYP. BD.I-JOISTDOUBLE TOP PLATEPER PLAN5/8" GYP. BD.1/2" GYP. BD.PER PLANHANGER(2) MICROLAM BEAMSHANGER1/2" GYPSUM BD.SUBFLOORNOTE:FOLLOW MFG'S NAILINGPATTERN FOR HANGERFLOORSYSTEMPER PLANFLOORSYSTEMPER PLANFLOOR SYSTEM PER PLAN1/2" GYPSUM BD.SUBFLOOR(2) 2 x HEADERS1/2" OSBDOUBLE TOP PLATESILL PLATESILL/ TILT TO OUTSIDEHEADER(1) 2X6 TRIMMER U.N.O. VARIES 8'-1 1/8" or 9'-1 1/8" TYPICAL VARIES 7'-0" OR 8'-0" (MAIN FLOOR) / 6'-11 3/8" (2ND FLR.) (R.O.)(R.O.)ON FLOOR PLAN(REFER TO PLAN)FOR WATER DRAINAGERUN TRIMMERS TOBOTTOM OF HEADER(SEE PLAN)BOTT. PL.10"2x12 STRINGERS3'-0"10"7 3/4" MAX.(3) 2x12 STRINGERS5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)UNLESS NOTED OTHERWISE IN CONSTR. WORK ORDERPARTICLE BOARD TREADS & RISERS3"6 1/2" W. x 3/4" T.WOOD CAP5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)ALLOW 6'-8" MIN. HEADROOMNOTE:REFER TO SELECTIONS FOR REFER TO PLAN OR WORK ORDER FOR RAIL AND FINISH TYPE(S)NOTE: THIS DETAIL IS FOR FRAMING PURPOSES ONLY4"MAX.RAIL TYPE3/4" PLYWOOD1 1/4" RIMBOARDSUBFLOORFACE OF RISER3/4" PLYWOOD1 14"7 3/4" MAX.11 14"FLOORSYSTEMPER PLANMAX.MAX.1 14"11 14"MAX.MAX.2x4 TO EXTEND 1 1/2"BEYOND 2x AT EA. ENDCAULKNOTE:5 DEG.2 x W/BEV. TOP"Z" FLASHINGSMOOTH FINISH 2x4EXT. FINISH PER PLANSEE PLANVARIESROUGH OPENINGROUGH OPENINGSUBFLOORCRIPPLEHEADER PLATEDOUBLE TOP PLATE9'-1 1/8" OR 8'-1 1/8" TYPICAL STUDSNOTE: THIS DETAIL IS FOR FRAMINGPURPOSES ONLY, REFER TO SPEC'S. BOX NEWELSTARTER1 3/4" RIM BD.1/2" GYP.SUBFLR.PER PLANFLR. SYSTEM3'-0" FROM FIN. FLR.FOR RAIL & FINISH TYPES TREADPOSTSTONE CAPOR ROWLOCK BRICKFLASHING - CONT.CAULKSHEATHING15# FELT1" AIR SPACESTUD WALLSIDING PER PLANSLOPED TO DRAINSHEATHING ONCEDAR 5/4x BLOW UP DETAIL1 1/8"CAULK"Z" FLASHING"Z" FLASHING4"MINIMUM FINISH MTR'L.PER PLANPER PLANCAULK2x6 FRAMINGFINISH MTR'L.PER PLANWATER RESISTIVE BARRIERWIN. UNIT DIM.14"WIN. ROUGH OPENINGSHEATHINGWINDOW UNITGYPSUMSPRAY FOAM SIDINGTRANS.INSULATIONTRIMSTONE/BRICK CAPSLOPED TO DRAIN(FOR STONE CAP)CAULKTO BACK OF SILLSHEATHING15# FELT1" AIR SPACEFLASHING - CONT.FLASHING - CONT.(FOR BRICK CAP)TO BACK OF SILL36"24"4"30 1/2"(2) USP B88 CLIPS W/FRAMING HEIGHT FOR BOX PIER FINISH WIDTH IS PER PLAN(6) 3/8" x 1" LAG SCREWSTOP RAIL OF RAILING1/2" OSB SHEATHINGINSTALL ICE/WATER SHEILDBEHIND B88 CLIPS2X6 BACKER AT MID POINTBOTTOM RAIL OF RAILING24" IS MOST TYPICAL WIDTH2'-0"2x6 SPF MIN. ICE BARRIERVERT. TO ROOFW/ R19 BATT INS.2x6 STUD WALLON 4 MIL POLY1/2" GYPSUM BD.SOFFITSIDING PER PLANSHINGLES, 15# FELT, 48# BASESHEATHINGTRUSS BOT. CHORD5/8" GYPSUM BD.INSULATION BAFFLES (48" L.)ENG'D TRUSSES AT 24" O.C.R-44 INSULATIONDBL. TOP PLATEON 4 MIL POLYROOF VENTS AS REQUIREDSHEATHINGICE BARRIER6"MIN.HEEL HGT.ICE BARRIER TO END THIS POINTNOTE: ICE AND WATER SHIELD TO RUNENTIRE LENGTH OF ALL VALLEYS2 ROWS OF 24" TO INSURECOVERAGE PAST PLATE LINEEXTEND SHEATHING1 1/4" PAST END OF TRUSSFOR 6/12 PITCH ROOF.REDUCE OVERLAP PERSTEEPER PITCH TRUSSES.OVERLAP W/ FASCIAICE / WATER SHIELD5/8" FIRE-RATEDGYP. BOARDEXTERIORSHEATHINGWRB CONT. ONVERTICAL &HORIZONTALPLANES ATTUCKUNDER,TAPE ALL SEAMSR-20 SPRAYFOAM AT RIM6" DIA. R-4.2 INSULATEDFLEX-DUCT, HELD TIGHTTO FLOOR ABV.TYP. EXTERIORWALL: 2x6 STUDFRAMING W/ R-21BATT. INSULATIONTHERMOPANR-19 MIN. SPRAYFOAM INSUL.PER TABLE R402.1.1WRB CONTINUOUS ONVERTICAL AND HORIZONTALPLANES AT TUCKUNDER,TAPE ALL SEAMSTUCKUNDER FLOOR CAVITIESW/O HVAC BLOWN FULL W/ 11-7/8"FIBERGLASS L-77 INSULATIONI-JOIST FLRSYSTEMGARAGEHOUSEHOUSEELASTOMERICCAULK ATCORNER(BY INSULATORS)NON-BEARING1FLASHING DETAIL3"= 1'-0"2NAILER DET.1"= 1'-0"N/AN/AN/A3FLUSH BEAM1"= 1'-0"4DROP'D. BEAM1"= 1'-0"5EAVE/RAKE1"= 1'-0"6SOFFIT DETAIL1"= 1'-0"7STONE CAP1"= 1'-0"8STONE SILL DETAIL1" = 1'-0"91011MAIN FLR. WIN. HDR.1" = 1'-0"12UPPER FLR. WIN. HDR.1" = 1'-0"13TYP. STUD LAYOUT1" = 1'-0"14PIER / RAIL DETAIL3/4" = 1'-0"1516DOOR FRAMING1" = 1'-0"17WINDOW FRAMING1" = 1'-0"18STAIR FRAMING DETAIL1/2" = 1'-0"19RAIL DETAIL1" = 1'-0"201x2 NAILER @ WINDOW3" = 1'-0"21TRIM DETAIL3" = 1'-0"22TYPICAL OVERHANG DETAIL1" = 1'-0"23FLOOR ABV. GARAGE INSUL. DETAIL1" = 1'-0" DescriptionDateRevisionProject Number:Date:SA11Sheets: of1Print Name:Signed: License Number:Nick Hanson46665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.January 1, 20233.0011-1-23ADDENDUM TO 2023 FOUNDATION GUIDE SHEETS S1-S2WALL SECTIONSTANDARD WALL CONDITION1SA1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2023©3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comDRAWING USE GUIDELINES AND LIMITATIONSTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE.THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.LIMITATIONS1.STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES.2.OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.3.STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED.4.EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS.5.ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURALENGINEERING DOCUMENTS.COLD WEATHER GUIDELINES:1.THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2.DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3.DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT WITH FROZEN MATERIALS.4.REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE.5.BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.MATERIALSCONCRETE WALLS:F'c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS:F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE.AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX.REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60TREATED SILL PLATE:SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING PRESSURE1,500 PSF MINIMUMGENERAL NOTES1.DO NOT FRAME ON FOUNDATION WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVESTRENGTH OF 2,250 PSI.2.STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.3.112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS INTO FOOTINGS.4.STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIPFOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE.5.PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS.6.SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEETUNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.7.BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, ANDINSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTEDOTHERWISE.8.ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALLTHICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS.9.MINIMUM REBAR SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERSFOR GRADE 60 STEEL. TYING IS NOT REQUIRED.10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVERIS ACHIEVED ON ALL SIDES.11.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN.VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS.12.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINORFORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS.13.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONSARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALLCORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS INLENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELSMAY BE IN EXCESS OF THESE REQUIREMENTS.14.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS.15.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL ANDDIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICALREINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDINGIS ACHIEVED.6" MIN.18" MAX.WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAYFROM FOUNDATION6" MIN. WIDE STEM WALLSILL PLATE TO MATCHFRAME WALL ABOVE6" THICK STEM NOT TOEXCEED 24" HEIGHTSLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL8" MIN. C.I.P. CONCRETEFOUNDATION WALL#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDELennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446SCOPE OF DRAWINGS:THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED ANDCERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESEDRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANTTO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR.THESE DRAWINGS EXPIRE ON DECEMBER 31, 2023.SLAB-ON-GRADE HOME FOUNDATION GUIDEUNREINFORCED CONCRETE STRIPFOOTING PER CODE OR BY BUILDINGDESIGNER, AS AN ALTERNATIVEGUIDE USE TABLE SHOWN BELOWUNREINFORCED CONCRETESTRIP FOOTING SEE 1/SA1WALL SECTIONWALL CONDITION WITH OPTIONALSTOOP SUPPORT LEDGE2SA12" WIDE SLAB LEDGE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDE2" WIDE SLAB LEDGE6" MIN. WIDE STEM WALL2" WIDE EXTERIOR LEDGE6" THICK STEM NOT TOEXCEED 24" HEIGHTWOOD FRAMING ABOVE BY OTHERSSILL PLATE TO MATCHFRAME WALL ABOVESLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL10" MIN. C.I.P. CONCRETEFOUNDATION WALLUNREINFORCED CONCRETESTRIP FOOTING SEE 1/SA1WALL SECTIONWALL CONDITION WITH OPTIONALBRICK/STONE SUPPORT LEDGE3SA112"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDE2" WIDE SLAB LEDGE6" MIN. WIDE STEM WALL4" WIDE EXTERIOR LEDGE6" THICK STEM NOT TOEXCEED 24" HEIGHTWOOD FRAMING ABOVE BY OTHERSSILL PLATE TO MATCHFRAME WALL ABOVESLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL12" MIN. C.I.P. CONCRETEFOUNDATION WALLNOTE: INCREASE STRIP FOOTING WIDTH AT ALLWALLS SUPPORTING MORE THAN 6'-0" OF VENEER.WIDTH TO INCREASE BY THICKNESS OF VENEERMULTIPLIED BY NUMBER OF STORIES.BRICK/STONEVENEER BY OTHERSWALL SECTIONPARTY WALL CONDITION INMULTI-FAMILY IRC TOWNHOMES4SA12" WIDE SLAB LEDGE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS TYP.STEM WALL OF ADEQUATEWIDTH SUCH THAT SILL PLATESDO NOT OVERHANG MORETHAN 12" ON EITHER SIDE#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDE(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALLUNREINFORCED CONCRETESTRIP FOOTING CENTEREDUNDER WALL SEE 1/SA1WOOD FRAMING/FIRE RATINGSABOVE BY OTHERS TYP.SILL PLATE TO MATCHFRAME WALL ABOVE TYP.SLAB-ON-GRADE BY OTHERSINCREASE FOOTING WIDTH ASREQ'D TO MAINTAIN 4" MIN.PROJECTION BOTH SIDESSLOPE GRADE AWAYFROM FOUNDATIONGENERAL STRIP FOOTING SIZE GUIDESOILONE-STORY STRUCTURETWO-STORY STRUCTURE2000 PSF16" WIDE x 8" THICK20" WIDE x 8" THICK1500 PSF20" WIDE x 8" THICK26" WIDE x 8" THICKTHIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ONMAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHERCONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10",AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS,HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. (4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT) (5-FT)(2.5-FT)(4-FT)(4-FT) (5-FT)(5-FT)(5-FT)(6-FT)(6-FT)(4-FT)©DateRevisionProject Number:Date:S31Sheets: of2Print Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comLennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446Biscayne/EO70 Model"E" ElevationMinnesota ConstructionPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionCOPYRIGHT HANSON GROUP, LLC 2020September 15, 20200.53010-6-20THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.FRAMING NOTES1.ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10 MEMBERS SHOWNMAY BE SUBSTITUTED WITH (2) 1¾" x 7¼" LSL AS REQUIRED.2.ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH ENDAND TWO AT INTERMEDIATE SUPPORTS. ALL 2-PLY LSL/LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TOHAVE A MINIMUM OF TWO BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. 3-PLY LSL/LVLAND GIRDER TRUSS MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END AND ATINTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED FOR LVL/LSL SUBSTITUTED FORSTANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIERIS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. BEARING ENHANCERS AREBY THE SUPPLIER.3.ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END.EXTERIOR OPENINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KINGSTUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGS GREATER THAN TEN FEET INWIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLSAS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING STUDS IS THEFULL LENGTH OF THE HEADER.4.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POSTCAPS, AND POST BASES.5.CONNECT MULTIPLE MEMBER LSL/LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS.6.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS.7.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1).8.ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TOSHEATHING / GYP BOARD AS NOTED BELOW (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR).9.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.,WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 (2x4 AT GARAGE) STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.10.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C. (24" O.C. AT NON-BEARING WALLS)B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. (12" O.C. w/ 24" STUD SPACING) MAX. (58" MINIMUMSTUD PENETRATION)11.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS.12.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (4) 0.131"Ø x3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.D.LATERAL BRACING OF TOP OF GABLE END WALLS IN ROOF SPACE IS TO BE PROVIDED BY TRUSSSUPPLIER.13.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" NAILS IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.14.ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.15.STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGEREDEACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS ASREQUIRED FOR TOP FLANGE HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACED LATERALLY BY FLOORSYSTEM AT 48" O.C. MAX AND AT ENDS TYP. FOR FLUSH FLOOR FRAMING CONNECTIONS, BLOCK WEB SPACESOLID w/ LUMBER TIGHT BETWEEN FLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. STAGGERED.16.CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. FASTENSTEEL BEAMS TO PSL POSTS w/ (4) 516" x 6" STRUCTURAL WOOD SCREWS. AT BOTTOM, PSL TO BEARDIRECTLY ON CONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE.17.TALL WOOD WALL FRAMING IS DESIGNED TO AN H/180 DEFLECTION CRITERIA AT A MINIMUM.18.COVERED ENTRY PORCH IS CONSIDERED BY THE HANSON GROUP TO BE A NON-ESSENTIAL PRIMARILY OPENSTRUCTURE NOT PART OF THE MAIN WIND FORCE RESISTING SYSTEM. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS.HOUSE FOUNDATION PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S3REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S3REFERENCE PLANWITH 3RD STALL GARAGE OPTIONPLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.CONSTRUCTPORTAL FRAME ASSHOWN IN 1/S46x6 POST w/ STANDARDPOST BASE & CAP TYP.STAIR EXTERIOR 18'-7"± TALL WOOD WALLTO TO BE CONSTRUCTED AS FOLLOWS:·2x6 LSL @ 16" O.C. TYPICAL FULL HEIGHTWALL FRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEENSTUDS AT INTERVALS NOT TO EXCEED10-FT ALONG HEIGHT OF WALL·WALL TOP & BOTTOM PLATES MAY BESPF/SYP MATERIALPROVIDE MIN. 16" x 8"CONCRETE STRIPFOOTINGS UNDER ALLFOUNDATION WALLS &INTERIOR BEARING WALLSF1F1F2SEE 2/S3 FORTALL WALLFRAMINGINDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.(2) 2x10GIRDER TRUSS (2) 2x12(2) 2x4BEARINGSTUDS(2) 2x4BEARINGSTUDSCONCRETE PAD FOOTING SCHEDULEMARKFOOTING SIZEREINFORCEMENT EACH WAYF12'-0" x 2'-0" x 8"NONEF2-OPTION 12'-6" x 2'-6" x 12"NONEF2-OPTION 22'-6" x 2'-6" x 8"#5 BARS @ 12" O.C.F33'-0" x 3'-0" x 12"#5 BARS @ 12" O.C.LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTINGF3F3F3INDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.(2) 2x12(2) 2x4BEARINGSTUDS(2) 1178" LSL OR GIRDER TRUSS(2) 2x10(2) 20" LVLEXTENDED HEADERHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTSTAIR FRAMINGBY SUPPLIER TYP.(3) 2x6BEARINGSTUDSMATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS(OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATERAND VAPOR RESISTANCE AT LEASTEQUIVALENT TO 5,000 PSI CONCRETE)AGGREGATE: FOOTINGS - 112" MAX.REINFORCING STEEL: ASTM A615 GRADE 60ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERPSL:1.8E OR BETTERGLULAM:SYP 26F4V OR BETTERSTRUCTURAL STEEL:CHANNELS/MISC - ASTM A36 (Fy = 36KSI)TUBES - ASTM A500 Gr. B (Fy = 46 KSI)W SECTIONS - ASTM A992 (Fy = 50 KSI)ABBREVIATIONSTYP.=TYPICALSIM.=SIMILARU.N.O.= UNLESS NOTED OTHERWISEO.C.= ON CENTER= CONTINUOUS OVERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODES2020 MINNESOTA RESIDENTIAL CODEPROJECT SCOPEDESIGN OF CONCRETE PAD AND STRIP FOOTINGS, BEAM AND HEADER FRAMING, AND THE MAIN WINDFORCE RESISTING SYSTEM FOR ASINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE,AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS FOR MORE INFORMATION.2.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. DESIGN OF THEREMAINING HOME, INCLUDING ALL MANUFACTURER ENGINEERED PRODUCTS AND FOUNDATION WALLS, IS BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSON GROUP FOR REVIEW.IF FINAL TRUSS LAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION.4.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.5.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THEHANSON GROUP IF DISCREPANCIES ARISE.6.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.ALL FOUNDATION WALLS ARE TO BE STANDARD CONCRETE PER CODE, UNLESS NOTED OTHERWISE IN THESE DRAWINGS.2.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCEWITH THE CODE.3.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END AS APPLICABLE.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN FRAMING NOTE 10, SPACED AT 4" O.C. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 9. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(2) 912" LSL(2) 912" LSLMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S3REFERENCE PLANPLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.WITH 2' GARAGE EXTENSION(3) 22" LVL OR W10x54514" x 514" PSL POST OR312" O.D. STANDARDPIPE STEEL COLUMN w/TOP & BOTTOM PLATESBY SUPPLIER (R=16k)CONSTRUCTPORTAL FRAME ASSHOWN IN 2/S4(2) 1178" LSLEXTENDED HEADER514" x 514"PSL POSTF3F3WITH 2' GARAGE EXTENSION6x6 POST w/ STANDARDPOST BASE & CAP TYP.(2) 2x1010-6-201Garage Extension Option ©DateRevisionProject Number:Date:S42Sheets: of2Print Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comLennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446DescriptionCOPYRIGHT HANSON GROUP, LLC 2020POST-INSTALLED HOLDOWN OPTION3S4FRAMING DETAILSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORCONCRETEFOUNDATIONBELOWBiscayne/EO70 Model"E" ElevationMinnesota ConstructionSeptember 15, 20200.53010-6-20S4FRAMING DETAILGARAGE FRONT PORTAL FRAME2NOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.16'-112"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x4 BEARING STUD & (1) 2x4 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x4 BEARING STUDS MIN.PROVIDE 2x4 INFILL WALLABOVE HEADER AS REQ'DFOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAPON INSIDE FACE OF WALLFASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS3'-112"±SEE PLAN FORCONTINUOUS HEADERSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S4 FOR ALTERNATIVE OPTION)1'-6"±S4FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x4 BEARING STUD & (1) 2x4 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(6) 2x4 BEARING STUDS MIN.PROVIDE 2x4 INFILL WALLABOVE HEADER AS REQ'DFOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAPON INSIDE FACE OF WALLFASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-8"±SEE PLAN FORCONTINUOUS HEADERSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S4 FOR ALTERNATIVE OPTION)1'-6"±(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.16'-112"±(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERS10-6-201Garage Extension Option 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 336 336 .11 .11 .89 .89 11.86 44,000 3.89 1880 282 282 240 375 375 6" Make up Air 93 115 58 Lennar 7360 183rd Street West Date Certificate Posted X Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X Not applicable, all ducts located in conditioned space 8 Not required per mech. code X Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% 93 Cfm's 6 " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " round duct OR " metal duct Balanced Ventilation capacity in cfms:Mech Room Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 58 High: Energy Recover Ventilator (ERV) Capacity in cfms:High: Location of duct or system: Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat Interior R5 + R10 Exterior Interior Interior New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.6/7/2023 Mailing Address of the Dwelling or Dwelling Unit City Lakeville7360 183rd Street West Name of Residential Contractor MECHANICAL VENTILATION SYSTEM 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): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms:115 MN License Number Lennar 1413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateResidential Load Calculation Heating Loss Heating Gain Cooling Load Mech Room 40,112 14,884 18,959 13 Location of duct or system: Rating or Size 50 Output in Tons:2 Efficiency SEER /EER Nat Gas Nat Gas Elect GPVL-50 ML14XC1S024 Fuel Type Manufacturer Lennox AOSmith Lennox Model ML193UH070XE36B Average U-Factor (excludes skylights and one door ) U: 0.31 Solar Heat Gain Coefficient (SHGC):0.29 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors 000000Builders Associaton of Minnesota version 101014 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 7360 183rd Street West US Home LLC dba Lennar Kirsten Thompson 612-505-9366 kirsten.thompson@lennar.com Residential Development 64413 Michael Tackes Pathlight Pro (224)407-1829 mtackes@pathlightpro.com Pathlight Pro NA 6/7/2023Kurt NiskaDigitally signed by Kurt Niska Date: 2023.06.07 15:44:48 -05'00' 6/9/23 X PM