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LA221070 - 7289 183rd 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 9'-1 1/8"T.O. PLATE8'-1 1/8"T.O. SUBFL.1'-6 3/4"6" TRIM CORNER BRD CORNER BRD4:12812 CORNER BRD6" TRIM4" TRIM 4" TRIM 4" TRIM6" TRIM4" TRIM 6" TRIM4" TRIMADDRESS LOCATIONSTONEVENEER w/2' RETURN12x12 COLUMN(6x6 POST, FURRED& WRAPPED INCEDAR OR 'LP')1x6 TRIM1x6 TRIM4" FRIEZE6" FASCIA3"HORIZONTALSIDINGBOARD& BATTEN4" CORNERBOARD, TYP.WINDOW GRIDSAS SHOWN1x4 TRIM, TYP./UNO6" TRIM3'-0"1x6 MANTEL & SILL3" O.H. EA. END-TYP.3"6:12T.O. FOUND.T.O. SUBFL.1'-814"T.O. PLATE @PORCH/HOUSE4'-6"6" TRIMHORIZONTALSIDING6" TRIM5:1210'-4 3/4"T.O. FOUND.T.O. GARAGEPLATE6" TRIM2'-0"2'-0"6' TYPICAL ICE & WATER SHIELD FOREXTERIOR WALLS & 3' FOR ROOFVALLEYSROOF VENTS BY ROOFINGCONTRACTOR8:128:126:128:126:12 4:12 8:128:12ROOF VENTS2'-0" 1'-0"12" RAKES TYPICAL UNLESS NOTEDOTHERWISE5:12 5:128:121'-0"SIDING 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.6" TRIM2'-0"T.O. FOUND.9'-1 1/8"T.O. PLATE8'-1 1/8"T.O. SUBFL.1'-6 3/4"T.O. PLATET.O. SUBFL.1'-6 3/4"T.O. PLATE4'-11 1/8"6" TRIMT.O. SLAB9'-1 1/8"T.O. PLATE8'-1 1/8"T.O. SUBFL.1'-6 3/4"T.O. PLATET.O. SUBFL.1'-6 3/4"T.O. PLATE8'-1 1/2"6" TRIMVENTURE SERIESE11F D3D - GLADEFOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTESSECTIONS ELECTRICAL PLANSA6MAIN AND UPPER FLOOR PLANS A2A3A5A1DETAILSA4L1LOWER LEVEL FINISH PLANSFOUNDATION GUIDES1FOUNDATION GUIDES2GARAGE: MAIN FLOOR: 662 SF831 SFLOWER LEVEL FINISH OPTION:687 SFUNFIN. BASEMENT:830 SFUPPER FLOOR: 1,160 SFTOTAL FINISH: 1,991 SFSTRUCTURAL DETAILSS3STRUCTURAL DETAILSS4SCALE:A11FRONT ELEVATION1/4" = 1'- 0"SCALE:A12ROOF PLAN1/8" = 1'- 0"SCALE:A14SIDE ELEVATION1/8" = 1'- 0"SCALE:A13SIDE ELEVATION1/8" = 1'- 0"SCALE:A16REAR ELEVATION-LOOKOUT 1/8" = 1'- 0"SCALE:A15REAR ELEVATION-WALKOUT1/8" = 1'- 0"LL RECREATION RM. FINISH OPTION:430 SFGARAGE HARDWARE PERCOMMUNITY SPECSFACE APPLIED STONE VENEERLP HORIZONTAL LAP SIDINGHARDBOARD SIDING ON FRONT ELEVATION.HARDBOARD SIDING ON SIDE AND REAR ELEVATIONS. 7289 183rd Street West Voyageur Farms-1st AdditionFACE APPLIED STONE VENEERLP VERTICAL BOARD & BATTEN SIDINGEXTERIOR MATERIALS % LAP SIDING = 9% STONE = 37% BOARD & BATTEN = 39% TRIM = 15%LP HORIZONTAL LAP SIDINGLP VERTICAL BOARD & BATTEN SIDINGSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode01/02/2024jnuetzman CONC. OPNG. FOR 16'-0" GARAGE DOORDROP FDTN 8" AT GARAGE DOORSLOPE SLAB 1/4" / FOOT 28'-0"**NOTE**2x8 WALLS AT LOOKOUT1 1/2"4'-10"1 1/2"7'-3 1/2"6'-4"20" W. X 8" D. CONTINUOUSCONCRETE FTG. ATPERIMETER(MIN. 5,000 PSI TYP.)7 1/4" 8" 2 1/4"R-5 RIGID INSULATION1 1/2" OVERHANG OF FLOOR ABOVE2x6 BEARING WALL2x6 TREATED PLATE20x8 CONC. FOOTINGS(TYP. UNLESS NOTED)4" CONC. SLAB OVER6 MIL. VAPOR BARRIEROVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.)BASEMENT SLABFOUNDATION NOTE:8'-4" POURED WALLS8'-1 1/2" CLG. HGT.CLG. HGT. MAY VARYPER MECHANICAL ECT.FPHB4"6" 10"POUR GARAGE SLAB FLUSH2" LEDGE AT GARAGE WALL (TYP)ADD R-10 RIGID INSULATION4" LEDGE AT GARAGECOMMON WALL (TYP)SLOPE CONC. TOWARDSO.H.D. OPENING AS REQ'DBASE (3500 P.S.I.)4" CONC. SLABGARAGE SLAB48'-0" 20'-3 1/2" 25'-1" 1 1/2" 2'-8"1'-81 2"2'-9"17'-5 1/2"6"19'-6 1/2"1'-534"1'-1114"16'-1 1/2"8'-5 1/2"23'-10 1/2" 1 1/2" 4"6" 6" 7'-1 3/4"12'-6" 7'-3 1/2" 39'-9" 3'-8 3/4" 5 1/2"15'-5"3'-4"3'-0"10'-8 3/4"2'-9"4'-3 1/2"10"6"6"7'-3 1/2"HOLD T/WALLDOWN 12" TYP.4" CONC. PORCHSLAB ABV.8'-4"1 1/2"8"6"4"9'-3 1/2"8'-1 1/2" 17'-11 1/2"INSTALL 2" R-10 RIGIDINSULATION AROUNDPERIMETER OF HOUSEFOUNDATION, TYP.2x4 FLAT STUD WALL DRYWALL FIN.3 1/2"TEMPORARY WALLCHANGES TO HALFWALL WITH LL FINISHOPTIONUNEXCAVATEDUNEX'D.BATH R.I.UP 16R SERVICEPANELPRIMARYLOCATIONSUMPW.S.R.I.FURN RETURN AIREXCHG.FL DRFPHB 5/0x3/6 SL5/0x3/6 SL5/0x3/6 SL8'-1 1/2"14'-8"38'-0"8"10'-0"1114"8'-1 1/2"1114"CONC. OPNG. FOR 8'-0" GAR. DR.19'-5"10'-1 1/2"8"2'-0"6"1 1/2"29'-6 1/2"(2)9 1/2" LVL(2)9 1/2" LVL(2)9 1/2" LVLTRUSSES(2)9 1/2" LVLPRIMARY GIRDER TRUSS (2)2x10TRUSSES TRUSSES30"x30"x12" PAD FTG.30"x30"x12" PAD FTG.36"x36"x12" PAD FTG.#5 BARS @ 12" O.C.LOCATE 3" FROM BOTTOM(3) 2x6@ A ELEV.6'-2"12'-1"(2) 9 1/2" LVL15'-2 1/2"W.H.TANKLESS1'-8"3'-0"2x4 WALL5'-6"24"x24"x8" PAD FTG.28'-0"1 1/2"8'-6"1 1/2"12'-11"6'-4"R-5 RIGID INSULATION5 1/2" 5'-0" LOOKOUT 2x8 RETURN 5'-0" LOOKOUT 2x8 RETURN 8"5/0x3/6 SL6/0x6/8 PATIO DR(2)9 1/2" LVL(2)9 1/2" LVL1/2" ROCK, 8" DEEP20" x 8" CONC. FTG.W/ SILL SEALER(TR) 2x6 SILL PLATEGRADER-20 BATT INSUL.BOLT AT 72" O.C.1/2" DIA. x 10" ANCHOR8" W. POURED CONC.FOUNDATION WALL CONC. SLABPER PLANEXT. FIN. PER PLANDOUBLE TOP PLATEHEADER AT WIN.4 MIL POLY8"2"WRB PER PLAN FLR. SYSTEMVAPOR BARRIERR-10 RIGID INSUL.OR APPROV. STRAP42" MIN.WATERPROOFINGREQ'D. @ TOP OFFDN. WALLR-20 INSUL. @ RIMRIM BOARD6" MIN.1/2" EXT. SHEATHINGCONC. SLAB20" x 8" CONC. FOOTINGFOUNDATION WALLDOUBLE TOP PLATEPER PLANFLR. SYSTEM8" W. POURED CONC.1/2" DIA. x 10" ANCHORBOLT AT 72" O.C.R-20 BATT INSUL.2x8 (TR.) SILL PLATEW/ SILL SEALERGRADEOR APPROV. STRAP3'-6"R-20 SPRAY FOAM INSUL.RIM BOARDR-10 EXT. FDN. INSUL.R-5 RIGIDINSULATIONWATERPROOFINGTOP OF FDN. WALLCANT PLATE 1 1/2"SQUASH BLOCKS@ ALL POINT LOADS2x8 STUDS @ 16" O.C.SIDE WALLWALKOUTFDN. ONLY4" WEEPS EVERY 6'WATERPROOFING6" MIN.1/2" ROCK, 8" DEEPEXT. FIN. PER PLANWRB 1/2" EXT. SHEATHINGAT FOUNDATION4" D. x 8" H. LEDGEPER PLANSUBFLOORFLOOR SYSTEMRIM BOARDCONC. STOOP7 3/4" ENTRY DR. MAX. TO10"30 MIL PVC MEMBRANESEAL ALL SEAMS,CORNERS & EDGES W/35 MIL POLYETHYLENEBACKED SYNTHETICBUTYL RUBBERADHESIVE MEMBRANE1/2" SHEATHING(2") R-10 EXTERIORR-20 SPRAY FOAM INSUL.WATERPROOFINGREQ'D.@ TOP FDN.FOUNDATION INSULATION2x8 SILL PLATEW/ ANCHOR BOLTS1 1/2" CANT'D. ALIGN W/ FDN. WALLTHRESHOLD SUBFLOORFLOOR JSTS/TRUSSES20"x8" CONC. 2x6 TOP PLATECONC. SLABPER PLANPER PLAN16" O.C. (TYP)2x6 STUDS @2x6 TREATEDPLATESECURED W/POWDEREDACTUATEDFASTENERS@ 24" O.C.1"4"x1/2" TRT'D.PLYWOOD,HOLD UP 1"FROM FTG.EACH SIDEBY ENGINEERFTG. U.N.O.4" CONC. SLABFLOOR SYSTEMGARAGE SLAB SLOPE: 4"20" x 8" CONC. FOOTINGPER PLAN20" x 8" CONC. FOOTING8"PER PLANWATERPROOFINGB.O. FTG.GRADE3'-6" MIN.VAPOR BARRIER8" GRANULAR FILL4" CONC. SLABTOP OF CURBTOP OF FDN.TREATED 2x SILLPLATE W/ SILL SEALERSHEATHINGEXT. MTR'L. PER PLANRIM BOARD (BY MFG.)5/8" GYP. SHEATHINGR-10 EXTERIOR FDN.INSULATION10"6"4"2" CERTI-STUD ATFOUNDATION LEDGER-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOP OFFOUNDATION WALL2x6 SILL PLATEW/ ANCHOR BOLT / STRAPNO CANT. AT GARAGESTD. RIM DETAILHOUSE BASELINE DIM.GAR. OUT TO OUT DIM.NOTE: NO R-5 INSUL.REQ'D. AT GAR./HOUSEINT. COMMON WALLS4" WEEPS EVERY 6'4"(PLATE SIZE PER PLAN)6"MIN.NOTE:FOUNDATION SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"FOUNDATION NOTES:·MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT TO BE 50'-0·PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR CONSTRUCTION ATBOTH TOP & BOTTOM OR BY ADEQUATE TEMPORARY BRACING·WALLS WITH EQUAL BACKFILL ON BOTH SIDES REQUIRE NO REINFORCING FOR WALL LENGTHS LESS THAN25'-0" LONG AND HORIZONTAL REINFORCING ONLY FOR WALLS LONGER THAN 25'-0"·EXTERIOR WATERPROOFING SHALL COMPLY W/ R406.2 PER 2020 MN RESIDENTIAL CODE, WATERPROOFINGSHALL EXTEND FROM TOP OF INSIDE EDGE, ACROSS TOP AND DOWN EXTERIOR FACE OF FOUNDATION WALLTO FOOTING·EXTERIOR FIBERBOARD INSULATION TO BE APPLIED OVER WATERPROOFING. ABOVE GRADE TO BE 2" THICKR-10 CERTISTUD OR EQUAL TO ALLOW FOR SIDING APPLICATION. BELOW GRADE TO BE R-10, 2 3/8" THICKFIBERBOARD (WATCHDOG OR EQUAL). SILL PLATE TO OVERHANG FOUNDATION BY 1 1/2" TO ALIGNFOUNDATION INSULATION WITH 1/2" SHEATHING ABOVE. A GROUND BREAKER PRODUCT WILL BE USED TOTRANSITION FINAL GRADE TO SIDING MATERIAL·2x8 STUD FRAMED WALLS AT LOOKOUT REAR/SIDE RETURNS AND WALKOUT SIDE RETURNS·ALL INTERIOR WALLS ARE 3 1/2", UNLESS NOTED OTHERWISE·ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVEL TO BEAR ONFOUNDATION, INSTALL BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS·ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD·DISTANCE FROM T.O. FOOTING TO T.O. FOUNDATION WALL TO BE 8'-4" FOR 8' BASEMENT·EXPOSED FLOOR SYSTEM ABOVE UNFINISHED AREAS TO MEET R501.3 FIRE PROTECTION REQUIREMENTS·FLOOR TRUSS FLOOR SYSTEM, SEE TRUSS LAYOUTS FOR SIZE & SPACING REQUIREMENTSTREATED 2x10BACK TO ALLOW HOLD FNDTN. WALLFOR 2x BLOCKING8"8"SCALE:A21FOUNDATION PLAN1/4" = 1'- 0"SCALE:A23WALKOUT DETAIL3/4" = 1'- 0"SCALE:A26DETAIL AT STOOP3/4" = 1'- 0"SCALE:A22LOOKOUT DETAIL3/4" = 1'- 0"SCALE:A25BEARING WALL3/4" = 1'- 0"SCALE:A24NON-DROP'D GARAGE/COMMON WALL3/4" = 1'- 0"SCALE:A21AFOUNDATION PLAN - WALKOUT1/4" = 1'- 0"SCALE:A27REAR RND. WALL CORNER DTL.3/4" = 1'- 0"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.9#..5'%6+1054'6#+0+0)9#..6;2'(170+109#..#656#+49#; .10)+67&+0#.$#45#66121((116+0)*14+<$#45"1%%+2%10%4'6'9#..8'46+%#.$#4126+105 $#45"1%14$#45"1%$#45"'0& $'0&1(*11-Ä*11-126+105 *11-5"1%14*11-5"1%64#058'45'$#45126+105 $#45"1%14$#45"1%6*+%-%+2%10%4'6'(116+0)ÄÄ618'46+%#.$#45 *11-5ÄÄ(4#/'9#..#$18' Ä/#:/+05.#$Ä10Ä)4#&'911&9#..Z.10)#0%*14$1.65 /+0'/$'& "1%/#:14'37+85.12')4#&'#9#;(41/(170+1064'#6'&Z5+..2.#6'Y/#:18'4*#0) DN16R3'-7"28'-0"6'-8"13'-7"7'-9"5 1/2"5 1/2"CONC. INSET STEP7" R/12" TR/42" W15'-1" 23'-8 1/2" 40'-0"8'-0" 5 1/2"3 1/2" EQUAL EQUAL4'-0"4'-0"1'-1114"16'-1 1/2"1'-534"8'-5 1/2"19'-6 1/2"PANTRY (4) SH. 14'-11 1/2" 5 1/2" 3'-0 1/2" 5 1/2"3 1/2"1'-7"1'-9"19'-6 1/2"512"5'-1"3'-2"3'-8"6'-5 3/4"13'-4"512"3'-6"5'-10"6'-9"2'-3 1/2"4'-10"8'-0"14'-9 1/2" 3'-0" 3'-10 3/4"312"3'-11 1/2"5'-8 1/2" 3 1/2"8'-2"4'-8"2'-1 1/2"1'-9"3'-8"5'-6"9'-4"3'-1"112"2'-1 1/2"5 1/2"512"5 1/2"GREAT ROOMDININGPOWDERGARAGEFOYERPORCH16'x7' O.H. GARAGE DOOR3/0 DOOR W/ 14" SIDELITE12" BOX COLUMN ABV.STONE VENEERWITH 2' RETURNAT CORNERSNOTE:SHEETROCK & FIRETAPEENTIRE GARAGEWOODSTEPSUPPER FLOOR LINE ABOVEPHTRFLR. BRK. PEDSTL 2x6 WALL 5068 BI-PASS R & S DWREFR 10" O.H.8' HIGH DRP'D. SOFFIT3/0x8/0 SRO34 1/2" H. 2x4 WALL6/0x6/8 PATIO DR3/0x5/0-2 SH286824682 8 6 82668 9"9"10'-0"10'-0"20'-4" 5 1/2" 48'-0" 25'-2 1/2" 5 1/2" 2'-0"10'-0"1114"8'-1 1/2"1114"38'-0"8'x7' O.H. GARAGE DOOR22'-9 1/2"2A43A42A43A4(2)2x10(3)9 1/2" LVL(2)2x10(2)9 1/2" LVLSEE SHEET 3/S4 FOR PORTAL WALL DETAIL(2) 14" LVL EXTENDED HEADER(3) 2x6PRIMARY GIRDER TRUSS TYP.(4) 2x6(2) 9 1/2" LVL 5 1/4" x 5 1/4" PSL6x6 POST w/ STANDARD POST BASE & CAP TYP. PRIMARY GIRDER TRUSS TYP. SEE 2/S4 FOR TALL WALL FRAMING(2)7 1/4" LSL4'-0"TRUSSESTRUSSES 36" H. 2x4 WALLW/ WOOD CAP OPTIONAL ELECTRICFIREPLACE, SEE DETAILTHIS SHEETADDITIONAL STONE VENEER AT ELEV.D3D ONLY KITCHEN2'-1"2468R & SHVAC CHASE 10"3'-4"UP17RFLOOR TRUSSESROOF TRUSSES FLOOR TRUSSES FLOOR TRUSSESMUDROOM (2)2x10-FL.HVAC CHASE KEEPFLR. TRS. CLEARSEALED 22x30ATTIC ACCESS FLOOR TRUSSES FLR. BRK.5 1/2" 3'-10" 3/0x5/0 SH TEMPERED4'-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 CLG1/2" DRYWALL FINISHNOTE: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.)·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.WASHER DRYER WIRE SHELF @ 64" A.F.F. 2 8 6 8 2 6 6 826683/0x5/0-2 SH2/0x3/0 SH206832x60 W/SHPH2668 SH34602 6 6 8 2068DN17R14'-3 1/2"5'-0"3'-4"7'-7 1/4"20'-4 3/4"28'-0"5 1/2"5 1/2"3'-7"12'-6"SEALED22x30ATTICACCESSR & S R & SR & S 42" H. 2x4 WALLW/ WOOD CAPFLR. BRK.3/0x7/0 SRO14'-0"16'-4 1/2" 5'-0" 42'-0" 5 1/2" 2'-0" 5 1/2" 17'-2"22'-10"OPT.LAUNDRYSINK8'-0"10'-0"4'-0"4'-0"10'-0"28'-0"5'-9 1/2"6'-5"7'-3 1/2"10'-1"4'-11"5 1/2"5 1/2"5'-5"23'-7"13'-0"42'-0" 2x6 WALL 6'-0"4'-11" 8'-5"4'-3" 6 1/2" 3'-10 1/2"1'-10"6'-3"3'-6 1/2"2'-7"5'-3"2'-2" 2'-10"1'-8"4'-2 1/2"2'-11"12'-1"1'-10"12'-5 1/2"10'-4 1/2"3'-8"8'-8"3'-6"TB60" VANITY LINEN (4) SHLVS 24686" 3'-0" 7' H. SOFFIT TB8'-1 1/2" 2 4 6 8 24682'-0"OWNERS SUITEW.I.C.W.I.C.W.I.C.BATHBEDROOM #3OWNERSBATHBEDROOM #23/0x5/0 SH 2/0x3/0 SH LOFT3/0x5/0-2 SHPH60" VANITYLINEN(4) SHELVESR & S R & SR & S3/0x5/0 SH FLR. BRK.FLR. BRK.2668STORAGE(4) SHELVES3/0x7/0 SRO 4/2x7/0 SROLAUNDRY 26682A42A43A43A4(3)2x10PRIMARY GIRDER TRUSS TYP.PRIMARY GIRDER TRUSS TYP.TRUSSESTRUSSES4'-0" 6'-0" TRUSSES TRUSSES4'-8 1/8" R.O.1'-6 3/4" R.O.CEILINGRECEPTACLETECH.TUBE2x10 BLOCKINGBACKER8"8"8"8"CL6'-6"EQ.EQ.CL1'-6"INSTALL OUTLET ONDEDICATED CIRCUIT NEARTOP 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.5-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).5356#+4':6'4+14Ä6#..911&9#..6161$'%105647%6'(1..195 xZ.5."1%6;2+%#.(7..*'+)*69#..(4#/+0) $#..110(4#/'& x2418+&'Z$.1%-+0)$'69''0567&5#6+06'48#.501661':%''&Ä(6#.10)*'+)*61(9#..x+0(+..(4#/+0).'556*#0Ä(6/#;52(Z"1%x9#..612 $1661/2.#6'5/#;$'52(5;2/#6'4+#.GIRDERVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.66555532.3310553.5Temper ifless than 36"above floor.PFHPFHBWPsAbove 9'-1 1/8"T.O. SUBFL.T.O. HEADER3'-6"MIN. CODE DEPTHFDN. @ STOOPS,DEPTH MAY VARYPER CITY OR SITECONDITIONS18" FLOOR TRUSSES SPACINGPER MANUFACTURER1'-6 3/4" 8'-1 1/8"9'-1 1/8"2'-0"8'-1 1/8" 1'-6 3/4"4'-11 1/8"40'-0"8'-0"T.O. FND.T.O. SUBFL.T.O. PLATET.O. PLATE18" FLOOR TRUSSES SPACINGPER MANUFACTURERT.O. SUBFL.T.O. PLATET.O. FOOTING**NOTE**2x8 WALLS AT LOOKOUTBASEMENTGREAT ROOMOWNERS SUITEBATHLOFTREFER TO ROOF PLAN FOR ROOFPITCH AND OVERHANGSFOYER7'-3"6'-8" MIN. HEAD ROOM REFER TO ROOF PLAN FOR ROOFPITCH AND OVERHANGS18" FLOOR TRUSSES SPACINGPER MANUFACTURER7" HEEL HEIGHT 10'-4 3/4"T.O. FOUND.T.O. FND.3'-6"1'-6 3/4" 8'-1 1/8"T.O. SUBFL.T.O. PLATE9'-1 1/8"T.O. PLATE18" FLOOR TRUSSES SPACINGPER MANUFACTURER8'-1 1/8" 1'-6 3/4"T.O. SUBFL.T.O. PLATET.O. FOOTING**NOTE**2x8 WALLS AT LOOKOUT40'-0"2'-0"4'-11 1/8"BASEMENTDININGKITCHENMUDROOMOWNERS BATHBEDROOM 2BEDROOM 3GARAGE2'-0"T.O. GARAGE PLATE6'-0"16'-9 1/2"25/32" OSB SUBFLOORRIM CONST. - R-20 MIN. 2x8 TR. SILL PLATE W/ A.B. (SEE SHT. S2)BOTTOM OF TOP CHORD25/32" OSB SUBFLOORVAPOR BARRIERR-49 BLOWN INSULATIONEXTEND SHTG. TO5/8" DRYWALL CLG. (TYP.)CEILING(WINDWASH)MANUF. TRUSSES24" O.C.12PER PLANBATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL INTERIOR W/ 4 MIL. POLY (TYP.)7/16" OSB SHEATHING TYP.VAPOR BARRIER2x6 STUDS 16" O.C.WALL CONST.SIDING PER SPEC. LEVELHOUSE WRAP7/16" OSB SHEATHING TYP.BATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL INTERIOR (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 SHEATHINGINSUL. CHUTES15# FELT2x6 SUBFASCIAMIN. 6"R-20 SPRAY FOAM INSULATION7/16" OSB SHEATHING6" GRAVEL FILL6 MIL POLY / LAPPED 12" 4" CONCRETE SLAB20x8 CONC. FTG.APPROX. GRADE(CANT. PLATE 1 1/2" TO ALIGNW/ 1/2" INSIDE SHEATHING.)8" POURED CONC. WALLFDN. WALL CONST.WINDOW FALL PROTECTIONALL WINDOWS, WITH SILLSBELOW 36" A.F.F. AND 72"AT REAR WALL (LOOKOUT /WALKOUT)TO RECEIVE FALL PROTECTION,ABOVE YARD GRADEPER R312.2.1"WATCH DOG" WATERPROOFINGNOTE: CANTILEVERS TO HAVEMIN. R-30 INSUL. IN FLR. CAVITY2" CERTI-STUD INSUL (R-10)2 3/8" "WATCHDOG" (R-10)XP BOARD TO GRADEWINDOW FALL PROTECTIONALL WINDOWS, WITH SILLSBELOW 36" A.F.F. AND 72"AT REAR WALL (LOOKOUT /WALKOUT) TO RECEIVEFALL PROTECTION, PER R312.2.1ABOVE YARD GRADERIM CONST. - R-20 MIN. R-20 SPRAY FOAM INSULATION7/16" OSB SHEATHINGINTERIOR R-5 RIGID INSULATION7/16" OSB SHEATHING TYP.BATT INSULATION (R-20 MIN.)2x8 TOP & BOTTOM PLATESHOUSE WRAPVAPOR BARRIER2x8 STUDS 16" O.C. (LOOKOUT ONLY)WALL CONST.SIDING PER SPEC. LEVELWALKOUT WALL DETAILSEE PAGE A2 FOR NOTE:FLOOR TRUSSES SIZE PER PLANFLOOR TRUSSES SIZE PER PLANLENNAR 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:A42BSECTION1/4" = 1'- 0"SCALE:A43BSECTION1/4" = 1'- 0"SCALE:A41TYP. WALL SECTION3/8" = 1'- 0"SCALE:A44HOUSE WRAP DETAIL AT WINDOW3/8" = 1'- 0" FPHBGFIPSDUP TO FIX.SERVICEPANELPRIMARYLOCATIONW.S.R.I.FURNRETURNDEDICATEDCIRCUITFPHB 3 FIELD VERIFYSUMP LOCATIONW.H.TANKLESSCLG. MT.GFIP (WP)MICRO EVCGGFIPCHT33GFIP (WP)GFIP (WP) GFIP GFIPUP TO FIX. DN. TO FIX.GAS3333LSD34 34LLLLLLLLLLLLLLLLL4 3 LMM3 CLG. MNT.FOR G.D.O.LELEC. R.I. TO JUNCTIONBOX FOR FUTURE OUTLETINSIDE CABINETEVCGFIP (WP) GFIP GFIPUP TO FIX.33LLLCLG. MNT.FOR G.D.O.CLG. MNT.FOR G.D.O.WASHER DRYER GAS 32x60 W/SH R.I. FANW/ LIGHTDN. TO FIX.GFIPGFIPMMGFIPGFIPGFIPLLLLLLLLLLLLLLLLSDSDSDSDSDCMCML33 43 4 4MMLLDUPLEX 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:A51MAIN FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A51A3 CAR GARAGE ELECTRICAL 3/16" = 1'- 0"SCALE:A53AWALKOUT BASEMENT ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A52UPPER FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A53UNFINISHED BASEMENT 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" © © &CVG4GXKUKQP2TQLGEV0WODGT &CVG 55JGGVU QH2TKPV0COG 5KIPGF .KEGPUG0WODGT &CVG +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC-KNOGT.CPG05WKVG2N[OQWVJ/06GNÄÄYYYJCPUQPITQWROPEQO.GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/02.#055*190.+)*6+0$#%-)4170'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)41725&'5+)0&GUETKRVKQP'()NCFG/QFGN&'NGXCVKQP/KPPGUQVC%QPUVTWEVKQP%12;4+)*6*#0510)4172..%0KEM*CPUQP$7+.&'4+54'37+4'&615'0&(+0#.64755.#;176&4#9+0)5616*'*#0510)417224+1461%105647%6+10(148'4+(+%#6+101(.1#&2#6*5#0&(4#/+0)5+<'5.+56'&*175'.19'4.'8'.(170+102.#05*190(14.1%#6+104'('4'0%'10.; #%67#..#;176/#;$'/+4414'& 54'('4'0%'2.#09+6*4&56#..)#4#)'126+109+6*)#4#)'':6'05+106*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;619#.-176(170+1056*'4'37+4'/'0655*190&+4'%6.;#$18'#22.;61(7..$#5'/'06Y126+10#.4'#4.11-176(170+1059+6*)#4#)'':6'05+10#0&4&56#..)#4#)'126+102.#0016'5 x#..4'/#+0+0)$'#/5#0&*'#&'4501652'%+(+''61$'/+0 Z14#0#..19#$.'57$56+676'.+56'&+06*'(4#/+0)016'5x2418+&' Z$'#4+0)567&5#6'0&51(#..)+4&'464755'5701x5''(4#/+0)016'5(14$'#/#0&*'#&'457221464'37+4'/'065 Ä(6 Ä(6 Ä(6 .8. .8. 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X X 160,000 66,000 528 240 375 375 2969 445 445 -70 135 68 7289 183rd Street West Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders 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 7289 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 12/29/2023Kurt NiskaDigitally signed by Kurt Niska Date: 2023.12.29 14:00:35 -06'00' 1/2/24 X PM