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LA225392-7358 184th St W-Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND 1'-0"OH6:12 4:12 6:12ROOF VENTS6:126:127'-0" 6:12 6' TYPICAL ICE & WATER SHIELD FOREXTERIOR WALLS & 3' FOR ROOF VALLEYSROOF VENTS BY ROOFING CONTRACTOR2'-0" 1'-11"1'-11"1'-0"OH6:12SIDING 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. SLABT/1st FLR. PL.9'-1 1/8"T.O. PLATE8'-1 1/8"T.O. SUBFL.T/WDW. R.O.6'-11"4:126126" FASCIA1x4 MANTEL &SILL, TYP.1x4" TRIM, TYP.1x8 TRIM1x6 TRIM1x8 TRIM4'-0"1x10 TRIM1x6 TRIM10x10 COLUMN(6x6 POST, FURRED& WRAPPED INCEDAR OR 'LP')6:126:121x6 TRIMADDRESS LOCATIONSTONE VENEER1x4" TRIM, TYP.7'-11"T/WDW. R.O.HORIZONTAL LAPSIDING BODY 2(DOT PATTREN)HORIZONTALLAP SIDINGBODY 1BOARD &BATTENAT GABLEDETAIL6126:126126124126:12FOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTESSECTIONS ELECTRICAL PLANSA6MAIN AND UPPER FLOOR PLANS A2A3A5A1DETAILSA4SLAB 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: MAIN FLOOR: 603 SF1,055 SFSLAB ON GRADE1,055 SFUPPER FLOOR: 1,450 SFTOTAL FINISH: 2,505 SFVENTURE SERIESE090 A3A - SEQUOIAGARAGE HARDWARE PERCOMMUNITY SPECS 7358 184th Street West Voyageur Farms-2nd AdditionHARDBOARD SIDING ON SIDE AND REAR ELEVATIONS.HARDBOARD SIDING ON FRONT ELEVATION.FACE APPLIED STONE VENEERLP HORIZONTAL LAP SIDINGFACE APPLIED STONE VENEERLP VERTICAL BOARD & BATTEN SIDINGEXTERIOR MATERIALS % LAP SIDING = 44% STONE = 33% BOARD & BATTEN = 4% TRIM = 19%LP HORIZONTAL LAP SIDINGConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode07/10/2024jnuetzman SLOPE SLAB 4" TO GARAGE DOOR 2" LEDGE AT GAR. WALL (TYP)30'-0"13'-6 3/4"16'-4 3/4"KITCHEN ISLAND 5'-7 1/4"4"4"5'-2" 7'-5 1/2" 10'-9"7'-9 1/4"7'-5 1/2"4'-5 3/4"19'-8 1/2"16'-3 1/2"2'-111 2"2'-111 2"7'-9 1/2" 30'-0"18'-0"2 1/2"11'-11 1/2"7'-6 1/2"6'-0" 51'-0"4'-2 1/4"6'-1 1/4"10'-3 1/2"15'-0"1'-1114"16'-1 1/2"1'-1114"10'-0"20'-0"40'-0"SLOPE SLAB 1/4" / FOOT 16"W. x 8"D. THKND.SLAB FOOTING16"W. x 8"D. THKND.SLAB FOOTING4"4"6" 6" 10"10"10"2" LEDGE ATHOUSE PERIMETERWALL (TYP)2" R-10 RIGIDINSULATION-TYP.16" W. X 8" D. CONTINUOUSCONCRETE FTG. ATPERIMETER (MIN. 5,000 PSITYP.)DROP FDTN 8" @GARAGE DOOR4" CONC. PORCHSLAB30"x30"x12"DOR30"x30"x8"D WITH #5 BARS @12" O.C.CONCRETE PAD FOOTING**NOTE:**PLUMBING/DRAIN LOCATIONSSHOWN FROM ABOVEOFFSETS PER LENNAR STD.-V.I.F.4" CONC. SLAB OVER6 MIL. VAPOR BARRIEROVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.)BASEMENT SLAB**NOTE:**SEE STRUCTURAL DESIGN ONPAGE S3 FOR STRUCTURALINFORMATIONBASE (3500 P.S.I.)4" CONC. SLABGARAGE SLAB5'-0"2" LEDGE AT GAR. WALL (TYP)10'-0"2'-0"DROP FDTN 8" @GARAGE DOOR20'-8"27'-4" 1'-0" 3'-0"11 1/4"8'-1 1/2"11 1/4"10'-0"POUR GARAGE SLAB FLUSH16'-5 1/4"12'-6"14'-4"3'-2" 1'-4"7'-9 1/2"5'-6"16"W. x 8"D. THKND.SLAB FOOTING16" GAP IN FOOTINGFOR PLUMBING6" 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" DRYWALL6" 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".SCALE:A21SLAB ON GRADE FOUNDATION PLAN - A31/4" = 1'- 0"SCALE:A22SLAB ON GRADE DETAIL3/4" = 1'- 0"SCALE:A23DETAIL AT STOOP3/4" = 1'- 0"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.F33'-0" x 3'-0" x 12"#5 BARS @ 12" O.C. DW 10" OH REFR2/0x4/0 SH 3068ENTRY DOOR32x60 W/SH26685068 BI-PASS R&S4 SH.286816' x 7' OVERHEAD DOOR3/0x5/0 SH 3/0x5/0 SH 6/0x6/8 PATIO DR.3/0x5/0 SH 3/0x5/0 SH 4 1/2" R&S 3/0x5/0 SH UP 17R 20'-0"5 1/2"15'-10"10'-7"2'-1"5 1/2"3'-0"3'-4 1/2"5'-10 1/2"12'-5"5'-4"30'-0"5 1/2"6'-10 1/2"3'-7"3'-1"8'-8"3'-6"51 2" 30'-0" 5 1/2"26'-0 1/2"8'-4 1/2"8'-11"5 1/2" 17'-9 1/2"3'-4 1/2"5'-4" 51'-0" 6'-0"10'-0"3'-1 1/4"4'-4 3/4"2'-6"1'-1114"16'-1 1/2"1'-1114"40'-0"FLR BRK5'-3 1/2"3'-8"2'-10"4'-0"4'-1"36" H.HALFWALLW/ WOOD CAP9'-11 1/2"5'-2 3/4"4'-9 1/2"7'-1"7 1/2"4'-6 1/2"5'-6"3'-7"2'-5"19'-8 1/2"2'-412"3'-1"3" 4'-5 1/2" 2'-1014" TO SWITCH AT 2ND FLR. 24" T.B.P.H.10x10 COLUMN2'-312"6'-9 1/2"(2) 2x10(3) 2x10(2) 2x10TRUSSES (2) 11 78" LSL EXTENDED HEADERCONSTRUCT PORTAL FRAME AS SHOWN IN 1/S4(2) 2x6GIRDER TRUSS(2) 2x10 (2) 2x6(2) 2x10 GIRDER TRUSSTRUSSESTRUSSES(2) 2x10 CONT.(2) 2x10 CONT.(2) 9 12 LSL(2) 2x10(2) 2x10TRUSSESTRUSSES3 12" x 7" PSL POSTGREAT ROOMFLEX ROOMFPHBDININGBATHKITCHENMUD RM.4068 BI-PASSGARAGEFOYERFPHBSTORAGESLOPED 8'x7' OVHD DOOR2x6 WALL5'-0" LINE OF 2nd FLR. ABOVE5 14" x 5 14" PSL POST(2) 2x12(2) 2x4 (2) 2x4 (3) 16" LVL OR W10x22 - FLUSH TRUSSES 1'-11" 18'-0" 50'-0"10'-0"20'-8"2'-0"27'-4"10'-0"8'-1 1/2"11 1/4"11 1/4"STONE VENEERON ELEVATIONA3A ONLYOPENSEALED 22x30ATTIC ACCESS 2'-5" 2x6 246824682468FLR BRKOPTIONAL ELECTRICFIREPLACE, SEEDETAIL THIS SHEET34 1/2" H.2x4 KNEEWALL(2) 2x10 3/1x8/0 SRO 3/1x8/0 SRO (2) 2x10END PNL4 1/2"TEMPERED5 1/2" PLUMBING CLEANOUT MUST BE WITHIN 10' OF FRONT WALL OF HOME 10'-0" MAX3/0x5/0 SH 3/0x5/0 SH 3/0x5/0 SH 4 1/2"SH3460R&SFLR BRK FLR BRK 32x60 W/SH 30"30"FLR BRK 2668R&S R&S 5068 BI-PASSR&S2668286826684068 BI-PASS 2668WASHERWASHERDRYERDRYER WIRE SHELF @ 64" A.F.F. FURNFURN RETURNRETURN AIR EXCHG.W.S.3/0x5/0 SH 3/0x5/0 SH 4 1/2"3/0x5/0 SH 3/0x5/0 SH 3/0x5/0 SH 3/0x5/0 SH 3'-3"DN 17R R&SR&SR&S 5 1/2"7'-2"5 1/2"6'-5 1/2"5'-2"2'-7"14'-0"5 1/2"5'-9 1/4"3'-4 1/2"5'-3 3/4"30'-0"5 1/2"16'-0"7'-10"2'-1"11'-0"11'-0"5 1/2" 13'-11 1/2"15'-9 1/2"8'-6" 50'-0" 5 1/2"10'-2 1/2"14'-10"12'-10"5'-7 1/2"5 1/2"17'-9 1/2"3'-4 1/2"4'-7 1/2"45'-0"6'-5 1/2"2'-9"5'-0"2'-11"2x62x63'-6" 4'-0" 2x63'-7"10'-11"2'-101 4"3'-3"2'-0"19'-1"5 1/2"5 1/2"3'-8"6'-4"3'-8"30'-0"5'-0" 10'-3"4'-1"6"4'-2 3/4"3'-11"P.H.24" T.B.4/1x7/0 SRO P.H.24" T.B.5'-0"5'-0"2'-1"3/0x5/0 SH 6'-4"FLR BRK 22x30SKTL.ATTIC22x30ATTICSKTL.GIRDER TRUSS(4) 2x6(4) 2x6TRUSSES(2) 2x10 CONT.(2) 2x10 (2) 2x10 CONT. (2) 2x10(2) 2x10TRUSSES (2) 2x10(2) 2x10(2) 2x10SEE 2/S3 FOR TALL WALL FRAMING OWNER'S SUITEW.I.C.OWNER'S BATHLOFTUTILITYBEDROOM #2BEDROOM #4BEDROOM #3W.I.C.BATH4 SH30"30"20682468246824682 4 6 8 W.H.TANKLESSNOTE:WINDOW FALL PROTECTION TO BE PROVIDEDIN ACCORDANCE WITH R312.2.1GENERAL 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.)·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.5'-1" R.O.5'-11" FRAMED7 1/4"6'-0" FINISHED9'-0"5'-1" R.O.5"FRAMED5"FRAMED1'-6"1'-7 3/4"R.O.5'-11"FRAMED1/2" DRYWALL FINISHALLUSION PLATINUM 60ELECTRIC FIREPLACE4'-6"T.O. OPT. MANTLE2x8 FRAMING,FLOOR TO CLG1/2" DRYWALLFINISH4'-11"OPTIONAL MANTLE SHELFOPTIONAL59"L.x8"D.x2 1/2"H.MANTEL SHELFSEE SELECTIONS1/2" DRYWALLFINISH BACKTO WALL5'-1" R.O.1'-7 3/4" R.O.CEILINGRECEPTACLETECH.TUBE2x10 BLOCKINGBACKER8"8"8"8"CL6'-6"EQ.EQ.CL1'-6"INSTALL OUTLET ONDED. CIRCUIT NEARBOTTOM RIGHT OF FP UNIT2x STUDS,SIZED PERFLOOR PLANSCALE:A31MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A32UPPER FLOOR PLAN1/4" = 1'- 0"SCALE:A33ELECTRIC FIREPLACE OPTION3/8" = 1'- 0"FIREPLACE FRAMING DTL.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).3333BWPsAbovePFHPFH5555Top & BottomConnections7.53.56612Temper glass withing60" of bottom stairtread.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 MATERIALVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. 16" PRE-ENG. FLR. TRUSSES, TYP.45'-0"R-21 INSULATION, TYP.1'-0"TYP.BEDROOM #4BEDROOM #2LAUNDRYOWNERS SUITEGARAGEKITCHENFLEX ROOMAT HOUSET/CONC. SLABT/1st FLR. PL.9'-1 1/8"T.O. PLATE8'-1 1/8"T.O. SUBFL.1'-4 3/4"8"R-49 INSUL.5'-0"8"61220'-0"MIN. CODE DEPTHFDN. @ ALL STOOPSDEPTH MAY VARYPER CITY OR SITECONDITIONSAT HOUSET/CONC. SLABT/1st FLR. PL.9'-1 1/8"T.O. PLATE8'-1 1/8"T.O. SUBFL.1'-4 3/4"16" PRE-ENG. FLR. TRUSSES, TYP.4" CONCRETE SLAB45'-0"R-49 INSUL.1'-0"TYP.HEADROOM 6'-8" MIN W/ 10" TREADS (17) EQUAL RISERS R-21 INSUL.TYP.8"AT HOUSET/CONC. SLAB9'-1 1/8"5'-6"2'-6"SOFFIT / CLG412(2) 2X10BEAMTRTD 6x6POSTGREAT ROOMDININGWICLOFTSTORAGEFOYERCLOSETCL6122'-10 1/8"(UNACCESSABLE)UNFINISHEDBOTTOM 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 INSULATIONWINDOW FALL PROTECTION TOWITH R312.2.1BE PROVIDED IN ACCORDANCELENNAR 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 AT STAIRS1/4" = 1'- 0"SCALE:A41TYPICAL WALL SECTION-SLAB ON GRADE3/8" = 1'- 0"SCALE:A43BUILDING SECTION AT GARAGE1/4" = 1'- 0"SCALE:A44HOUSE WRAP DETAIL AT WINDOWSNOT TO SCALE 3'-0"ELECTRICALSERVICEPANEL(S.O.G. ONLY)4'-0"5'-0"5'-1 1/2"3'-10 1/2"3'-8"UNDERCOUNTERSWITCH AND OUTLETFOR DISPOSALOPENLWP GFIPLLLMM 3L442" GFIPL42" GFIPMICROGAS 42" GFIPLLLLGFIPLL4342" GFIP L3433EVCGFIP3GFIPCLG. MNT.FOR G.D.O.WP GFIPLL333 LLLELEC. R.I. TO JUNCTIONBOX FOR FUTUREOUTLET INSIDE CABINETLL4'-0"4'-6" 3'-0"ELECTRICALSERVICEPANEL(S.O.G. ONLY)42" GFIP 3EVCGFIP3GFIPGFIPCLG. MNT.FOR G.D.O.CLG. MNT.FOR G.D.O.GASW/ FLUSH MOUNT LIGHTCEILING FAN ROUGH-INTO SWITCHAT 1ST FLR.NOTE:WINDOWS SHOWN ON ELEC. PLAN AREFOR ELEVATION 'A' ONLY. SEE 2ND FLOORPLAN FOR WINDOW LOCATIONS OF OTHERELEVATIONS.LLL42" GFIP42" GFIPMMMMLLLL3333 3LLL4 LLLLLL42" GFIP42" GFIPL LW.H.TANKLESSLLLDUPLEX 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. VARIES8'-1 1/8" or 9'-1 1/8" TYPICALVARIES7'-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 SILL2'-0"2x6 SPF MIN. ICE BARRIERVERT. TO ROOFW/ R20 MIN.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-49 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 SHIELDBATT INS.5/8" 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)8" MIN.PVC SHOWER PAN LINER,DO NOT CUT, EXTEND UP WALL 8" MIN.CEMENT BOARD, OVER LINERCERAMIC TILEWOOD SUBFLOORGROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERTICAL TO DRAIN2-PIECE SHOWER DRAIN SYSTEMTILE SHOWER WALL & DRAIN DETAILTILE SHOWER PLATFORM DETAILCERAMIC TILE W/ BULLNOSED EDGE AT LIPCEMENT BOARD, OVER LINERWOOD SUBFLOOR(2) 2x4 SLEEPERS AT 8" O.CPVC SHOWER PANLINER, DO NOT CUT.CONTINUE OVERPLATFORM 12" MIN.GROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERT. TO DRAINCERAMIC TILEPLATFORM FLOOR1'-0" MIN.3/4" OSBTILE SHOWER CURB DETAILCEMENT BOARDTILE FLOORWOOD SUBFLOORCERAMIC TILE W/BULLNOSED EDGEBATHROOMSHOWER(2) 2x4 SLEEPERS AT 8" O.C3/4" OSB10"30 MIL PVC MEMBRANE, SEALALL SEAMS, CORNERS & EDGESW/ 35 MIL POLYETHYLENEBACKED SYNTHETIC BUTYLRUBBER ADHESIVE MEMBRANE4" MIN. AT GRADE2" MIN. AT HARD SURFACE W/ NO FOOTERGRADEMORTAR SCRATCH COATEXTERIOR SHEATHINGCULTURED STONE VENEER2 LAYERS WRBWIRE LATHMORTAR SETTING BEDWEEP SCREED, EXTEND MIN. 1" BELOWTOP OF FND. WALL2 LAYERS W.R.B. LAPPEDOVER WEEP SCREEDFRAMING HGT OF BOX PIER PER PLANPER PLAN4"(2) USP B88 CLIPS W/(36" H. MOST COMMON W/ RAILING)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 RAILINGINSTALL 2x6, CLIPPEDFOR FLAT CLG. FINISHGYP. BOARD,FINISH PER PLANFLOOR SYSTEMPER PLAN5 12"2x4 STUD WALLNON-BEARINGN/A1FLASHING DETAIL3"= 1'-0"2NAILER DET.1"= 1'-0"3FLUSH BEAM1"= 1'-0"4DROP'D. BEAM1"= 1'-0"5EAVE/RAKE1"= 1'-0"8STONE SILL DETAIL1" = 1'-0"1411M. FLR. WIN. HDR.1" = 1'-0"12UPPER FLR. WIN. HDR.1" = 1'-0"13TYP. STUD LAYOUT1" = 1'-0"15DOOR FRAMING1" = 1'-0"16WINDOW FRAMING1" = 1'-0"19RAIL DETAIL1" = 1'-0"201x2 NAILER @ WINDOW3" = 1'-0"21TRIM DETAIL3" = 1'-0"10PIER W/ RAILING DTL.3/4" = 1'-0"6SOFFIT DETAIL1"= 1'-0"7STONE CAP1"= 1'-0"18STAIR FRAMING DETAILS1/2" = 1'-0"22TYPICAL OVERHANG DETAIL1" = 1'-0"23FLOOR ABV. GARAGE INSUL. DETAIL1" = 1'-0"24SERENITY SHOWER OPTION DETAILS1 1/2" = 1'-0"9STONE VENEER DTL.3/4" = 1'-0"17UNDER FIN. STAIR DTL1" = 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, 20244.0011-1-24ADDENDUM TO 2024 FOUNDATION GUIDE SHEETS S1-S2WALL SECTIONSTANDARD WALL CONDITION1SA1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2024©DRAWING 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, 2024.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.5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.com ©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.Lennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446Sequoia/EO90 Model"A" 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 2020October 12, 20200.585THIS 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 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 ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 9. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTROOF 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.MATERIALSCONCRETE 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.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.(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3-FT)(3-FT)(3-FT)(3-FT)(5-FT)(5-FT)(5-FT)(6-FT)(6-FT)(5-FT) (4-FT)(4-FT)(4-FT)(3.5-FT)(7.5-FT)(5-FT)(12-FT)INDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.DASHED-DOT LINEINDICATES PRIMARYGIRDER TRUSS TYP.(4) 2x6BEARINGSTUDS(4) 2x6BEARINGSTUDSDASHED-DOT LINEINDICATES PRIMARYGIRDER TRUSS TYP.(2) 2x106x6 POST w/ STANDARDPOST BASE & CAP TYP.(3) 2x10(2) 2x10(2) 2x10 (3) 16" LVL OR W10x22 (2) 2x12(2) 2x4BEARINGSTUDSINDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.(2) 912" LSLPROVIDE TOP & BOTTOM OFWALL CONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLINDICATES CONTINUOUSHEADER OVER MIN. (3) 2x6BEARING STUDS TYP. U.N.O.INDICATES CONTINUOUSHEADER OVER MIN. (3) 2x6BEARING STUDS TYP. U.N.O.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 WALLS(2) 16" LVL OR W10x19(2) 1178" LSLEXTENDED HEADER(2) 1178" LSLEXTENDED HEADERMAIN 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.UPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S3REFERENCE 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.HOUSE FOUNDATION PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S3REFERENCE PLANCONCRETE PAD FOOTING SCHEDULEMARKFOOTING SIZEREINFORCEMENT EACH WAYF1NOT USEDNOT USEDF2-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 FOOTINGF2F2514" x 514"PSL POST312" x 7"PSL POSTF3F2F2WITH 3RD STALL GARAGE OPTIONWITH 3RD STALL GARAGE OPTIONWITH 2' GARAGE EXTENSIONWITH 2' GARAGE EXTENSIONSEE 2/S3 FORTALL WALLFRAMING(2) 2x10(2) 2x106x6 POST w/ STANDARDPOST BASE & CAP TYP.(3) 2x10CONSTRUCTPORTAL FRAME ASSHOWN IN 1/S4CONSTRUCTPORTAL FRAME ASSHOWN IN 1/S4312" x 7"PSL POST(5-FT)312" x 7"PSL POST312" x 7"PSL POST5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.com5-10-23(2) 2x10 (2) 2x10 5-10-231Framing Changes ©DateRevisionLennar 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 ANCHORCONCRETEFOUNDATIONBELOWS4FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.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 PANELSSEE PLAN FORCONTINUOUS HEADERSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S4 FOR ALTERNATIVE OPTION)1'-1114"±1'-1114"±S4FRAMING DETAILGARAGE FRONT PORTAL FRAME2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.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)312" x 7" PSL POSTPROVIDE 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 PANELSSEE PLAN FORCONTINUOUS HEADERSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S4 FOR ALTERNATIVE OPTION)1'-1114"±1'-1114"±Project 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.comSequoia/EO90 ModelAll ElevationsMinnesota ConstructionOctober 12, 20200.58510-12-20 X X 66,000 1024 160,000 240 375 375 2505 376 376 -1 N/A 135 68 4 wrightsoft� Project SummaryEntire House Elander Mechanical Inc. Job: E090 SOG Date: 2024 By: Shawn Lynch Plan: Sequoia 645 Shenandoah Drive, Shakopee, MN 55379 Phone: 952-445-4692 Email: elandermechanical@elandermechanical.com Web: elandermechanical.com Pro·ect Information For: Lennar Notes: Desi n Information Weather: Minneapolis-St Paul lnt'I Arp, MN, US Winter Design Conditions Outside db -15 °F Inside db 70 °F Design TD 85 °F Heating Summary Structure 39066 Btuh Ducts (R-8.0) 2218 Btuh Central vent (SER=50% 120 cfm)5449 Btuh Heat recoveryHumidification O Btuh Piping O Btuh Equipment load 46733 Btuh I nfi ltrati on Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Heating 2505 21090 0.28 98 Simplified Semi-tight 0 Cooling 2505 21090 0.15 53 Heating Equipment Summary Lennox LENNOX Make Trade Model AHRI ref ML 193UH070XE36B-* 202568879 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 93 AFUE 66000 Btuh 63000 Btuh 50 °F 1181 cfm 0.029 cfm/Btuh 0.80 in H2O Summer Design Conditions Outside db 88 °F Inside db 75 °F Design TD 13 °F Daily range M Relative numidity 50 % Moisture difference 31 gr/lb Sensible Cooling Equipment Load Sizing Structure Ducts \R-8.0) Centra vent {SER=50% 120 cfm) Heat recovery Blower Use manufacturer's data Rate/swing multiplier Equipment sensible load 17048 Btuh 1105 Btuh 827 Btuh 1707 Btuh n 0.93 19218 Btuh Latent Cooling Equipment Load Sizing Structure Ducts Central vent (120 cfm) Heat recovery Equipment latent load 2288 Btuh 424 Btuh 2480 Btuh 5192 Btuh Equipment Total Load (Sen+Lat) 24410 Btuh Req. total capacity at 0.79 SHR 2.0 ton Cooling Equipment Summary Make Lennox Trade LENNOX Cond ML 14XC1S030-230A** Coil CX35-36B++ TOR AHRI ref 9148954 Efficiency 11. 5 EER2, 13. 8 SEER2 Sensible cooling 22720 Btuh Latent cooling 5680 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 0.80 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed . ..:S::,_ -,;..- �-���-��.:'='.�.�-" Right-Suite® Universal 2023 23.0.05 RSU13410 ACC"- H:IEMI Heat Loss Folder\Lennar E090 Sequoia.rup Cale= MJB Front Door faces: N 2024-Mar-26 07:51:41 Page 1 7358 184th 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 X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct X Not required per mech. code Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's " 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: 68 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.6/28/2024 Mailing Address of the Dwelling or Dwelling Unit City Lakeville7358 184th 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:135 MN License Number Lennar BC001413 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 46,733 19,218 24,410 14 Location of duct or system: Rating or Size Tankless Output in Tons:2.5 Efficiency SEER /EER Natural Gas Natural Gas Electric RU160iN ML14XC1S030 Fuel Type Manufacturer Lennox Rinnai 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 7358 184th 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 6/28/2024Kurt NiskaDigitally signed by Kurt Niska Date: 2024.06.28 14:36:59 -05'00' 7/10/24 X PM