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LA221571 - 20071 Gambit Pass-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 EV4F SALEM -3 CAR 20071 Gambit Pass Cedar Hills-3rd Addition4-SEASON PORCH SEE A3.3EConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode01/29/2024jnuetzman SCALE:A1.11FRONT ELEVATION1/4" = 1'- 0"SCALE:A1.12ROOF PLAN1/8" = 1'- 0"SCALE:A1.13SIDE ELEVATION1/8" = 1'- 0"SCALE:A1.14SIDE ELEVATION1/8" = 1'- 0"SCALE:A1.15REAR ELEVATION-LOOKOUT 1/8" = 1'- 0"SCALE:A1.15AREAR ELEVATION-WALKOUT1/8" = 1'- 0"SCALE:A1.11ACOLUMN DETAIL1/2" = 1'- 0"GARAGE HARDWARE PERCOMMUNITY SPECS4-SEASON PORCH SEE A3.3EEXTERIOR MATERIALS % LAP SIDING = 33% STONE = 26% BOARD & BATTEN = 29% TRIM = 12%LP VERTICAL BOARD & BATTEN SIDINGFACE APPLIED STONE VENEERLP HORIZONTAL LAP SIDINGFACE APPLIED STONE VENEERHARDBOARD SIDING ON FRONT ELEVATION.HARDBOARD SIDING ON SIDE AND REAR ELEVATIONS.LP HORIZONTAL LAP SIDINGSecure door closed until deck isconstructed with a separate permit. W.H. TANKLESS1/2" 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:A2.11FOUNDATION PLAN1/4" = 1'- 0"SCALE:A2.11AFOUNDATION PLAN - WALKOUT1/4" = 1'- 0"SCALE:A2.13WALKOUT DETAIL3/4" = 1'- 0"SCALE:A2.16STOOP DETAIL3/4" = 1'- 0"SCALE:A2.12LOOKOUT DETAIL3/4" = 1'- 0"SCALE:A2.15BEARING WALL3/4" = 1'- 0"SCALE:A2.14NON-DROP'D GARAGE/COMMON WALL3/4" = 1'- 0"SCALE:A2.17FND. REAR WALL CORNER DTL.3/4" = 1'- 0"4-SEASON PORCH SEE A3.3ESCALE:A3.314-SEASON PORCH FOUNDATION PLAN1/4" = 1'- 0"WALKOUT / LOOKOUTUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. ELEC. R.I. TO JUNCTIONBOX FOR FUTUREOUTLET INSIDE CABINETPMPMPM NOTE: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.SCALE:3.11FIRST FLOOR PLAN1/4" = 1'- 0"SCALE:3.12GOURMET KITCHEN OPTION1/4" = 1'- 0"SCALE:3.13TILED SHOWER W/ BENCH OPTION1/4" = 1'- 0"4-SEASON PORCH SEE A3.3E-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).SCALE:A3.334-SEASON PORCH STRUCTURAL1/4" = 1'- 0" GENERAL NOTES: PORCHES·SIDING & SOFFIT MATERIALS TO MATCH HOME PER COMMUNITY SPECIFICATIONS·EXTERIOR FINISHES AND STRUCTURE ARE PER PLAN - SEE SHEET A1.1 FORSPECIFIC STYLE TO MATCH·PORCH CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT W/ 3/12 INTERIOR VAULTPER PLAN (U.N.O.)·T.O. 4-SEASON PORCH WINDOWS TO BE FRAMED AT 8'-0" (U.N.O.)·4-SEASON PORCH EXTERIOR WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·DECKS AND SCREEN PORCH DECKS MUST BE MIN. 4" BELOW SUBFLOORELEVATION.1" RIGID INSULATIONCAULKED & TAPEDSOFFIT MTR'L. (PER COMMUNITY)3/4" PLYWOOD SUBFLOOR12" BLOWN INSULATIONSPRAY FOAM INSULATIONAT RIM BOARD AREASFLOOR TRUSS SYSTEM4-SEASON PORCH5 1/4"x5 1/4" TR. PSL POSTMIN. 7/16" OSB SHEATHINGWATER RESISTIVE BARRIERWALKOUT SIMILARSCALE:A3.314-SEASON PORCH FOUNDATION PLAN1/4" = 1'- 0"SCALE:A3.334-SEASON PORCH STRUCTURAL1/4" = 1'- 0"SCALE:A3.344 -SEASON PORCH ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A3.35SIDE ELEVATION1/8" = 1'- 0"SCALE:A3.36REAR ELEVATION1/8" = 1'- 0"SCALE:A3.3124 SEASON PORCH SECTION LOOKOUT1/4" = 1'- 0"SCALE:A3.384-SEASON PORCH ROOF PLAN1/8" = 1'- 0"SCALE:A3.313INSULATION DETAIL1 1/2" = 1'- 0"SCALE:A3.37SIDE ELEVATION1/8" = 1'- 0"WALKOUT / LOOKOUTSCALE:A3.324-SEASON PORCH FLOOR PLAN1/4" = 1'- 0"SCALE:A3.39SIDE ELEVATION1/8" = 1'- 0"SCALE:A3.310REAR ELEVATION1/8" = 1'- 0"SCALE:A3.311SIDE ELEVATION1/8" = 1'- 0"LOOKOUTWALKOUTSecure door closed until deck isconstructed with a separate permit. 18" FLOOR TRUSS25/32" OSB SUBFL.BOTTOM OF TOP CHORDVAPOR BARRIERR-44 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 WALLS W/ 4 MIL. POLY (TYP.)7/16" OSB SHEATHING, TYP.VAPOR BARRIER2x6 STUDS 16" O.C.WALL CONST.SIDING PER SPEC. LEVELHOUSE WRAPROOF CONST.ASPHALT SHINGLES PER SPECS.WATERGUARD ICE BARRIER AT EAVESSOFFIT AND FASCIA PER SPEC. LEVEL7/16" OSB SHEATHINGINSULATION CHUTES15# FELT2x6 SUBFASCIARIM CONST. - R-20 MIN. 2x8 TR. SILL PLATE W/ A.B. (SEE SHT. S2)R-20 SPRAY FOAM INSULATION7/16" OSB SHEATHING(CANT. PLATE 1 1/2" TO ALIGNW/ 1/2" INSIDE SHEATHING)2" CERTI-STUD INSUL (R-10)WINDOW FALL PROTECTIONALL WINDOWS, WITH SILLSBELOW 36" A.F.F. AND 72"AT REAR WALL (LOOKOUT /WALKOUT)TO RECEIVE FALL PROTECTION,ABOVE YARD GRADEPER R312.2.1STD. ENERGYHEEL HT.MIN. 6"6" GRAVEL FILL6 MIL POLY / LAPPED 12" 4" CONCRETE SLAB20x8 CONC. FTG.APPROX. GRADE8" POURED CONC. WALLFDN. WALL CONST."WATCH DOG" WATERPROOFING2 3/8" "WATCHDOG" (R-10)XP BOARD TO GRADEINTERIOR 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:LENNAR 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:A4.11TYP. WALL SECTION3/8" = 1'- 0"SCALE:A4.12SECTION1/4" = 1'- 0"SCALE:A4.14HOUSE WRAP DETAIL AT WINDOWN.T.S.SCALE:A4.13SECTION1/4" = 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" ELEC. R.I. TO JUNCTIONBOX FOR FUTUREOUTLET INSIDE CABINETW.H. TANKLESSDUPLEX 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 PM34ELEC. R.I. TO JUNCTIONBOX FOR FUTUREOUTLET INSIDE CABINETPMPMPM AND 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:E1.14GOURMET KITCHEN ELECTRICAL1/4" = 1'- 0"SCALE:E1.11FIRST FLOOR PLAN ELECTRICAL1/4" = 1'- 0"SCALE:E1.12UNFINISHED LOWER LEVEL ELECTRICAL PLAN1/4" = 1'- 0"SCALE:E1.13WALKOUT LOWER LEVEL ELECTRICAL PLAN1/4" = 1'- 0"4-SEASON PORCH SEE A3.3E 3'-6" R.O.1'-9 1/2" FRAMEDALLOW 16"SPACE FORVENT DUCT6' - 0 " FI N I S H E D 1'-3"1'-3"4'-3 1/4" TO FRAMING 3'-6" R.OSL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.4'-4"8" 5'-0" 512"6'-0" FINISHED9'-0"3'-1" R.O.1x8 SHIPLAPW/ MITEREDCORNERS &RETURNEDBACKTO WALL,PAINTEDWHITE1'-5"FRAMED1'-5"FRAMED4" TRIMHARDIE6" TRIM,PAINTEDWHITE2'-10 1/2"1/2" REVEALAT ALL SIDESOF F.P.1 3/4"SL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.4'-4"8" 5'-0" 5 1/2"6'-0" FINISHED9'-0"3'-1" R.O.1'-5"FRAMED1'-5"FRAMED4" TRIM2'-10 1/2"1 3/4"5'-11" FRAMED60"Lx8"Wx8"HWOOD MANTEL,SEE SELECTIONSFOR FINISH:-RUSTIC/DISTRESSED-SMOOTH BOX LIGHT-SMOOTH BOX DARK5'-0" MANTEL1x8 SHIPLAPW/ MITEREDCORNERS &RETURNEDBACKTO WALL,PAINTEDWHITE60"Lx8"Wx8"HWOOD MANTEL,SEE SELECTIONSFOR FINISH:-RUSTIC/DISTRESSED-SMOOTH BOX LIGHT-SMOOTH BOX DARK5'-0" MANTELHARDIE6" TRIM,PAINTEDWHITEFRAME R.O.FOR F.P. BOXAT 6 5/8"ABOVE FLR.1/2" REVEALAT ALL SIDESOF F.P.FRAME R.O.FOR F.P. BOXAT 6 5/8"ABOVE FLR.1'-3 1/2"1/2" GYP. BD.FIREPLACE FLUEFIREPLACE BOX8 1/4"8 1/2" 5 1/2" 1 1/2"3/4"VERIFY DIST. TOCOMBUSTIBLES w/MANUFACTURER'SSPECIFICATIONS.24243/4"3/4"42261x10 TRIMMED2x41x43 1/2"1/2"1x6 241'-0 1/2"1'-8"3'-6"R.O.1'-4"5'-11"ALLOW 16"SPACE FORVENT DUCTFRAMEDFRAMED 1'-8" 1'-10 1/2" FIN.1'-2 1/2"1'-2 1/2"3'-6".R.O.6' - 0 " F I N I S H E D 1'-3"1'-3"8" MANTEL 5'-2"SL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.7 1/2"FRAMED912"2'-10 1/2"912" 9'-0"7 1/2"FRAMED912"TO FACE OF GYP. BD.3'-1"2" APPLIEDSTONEVENEER812"5'-11" FRAMED912"TO FACE OF GYP. BD.5'-6" MANTEL1/2"REVEAL ATALL SIDESOF F.P.4'-8"FACE OF GYP. BD.2" STONE RETURN2" STONE RETURN6'-0" FINISHED5'-2"SL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.7 1/2"FRAMED9 1/2"2'-10 1/2"9 1/2"7 1/2"FRAMED912"TO FACE OF GYP. BD.3'-1"2" APPLIEDSTONEVENEER8 1/2"5'-11" FRAMED912"TO FACE OF GYP. BD.5'-6" MANTEL6'-0" FINISHED1/2" REVEALAT ALL SIDESOF F.P.4'-3 1/4" FRAMING9'-0" 4"3'-6" R.O.FRAME R.O.FOR F.P. BOXAT 8-7/8"ABOVE FLOORFRAME R.O.FOR F.P. BOXAT 8-7/8"ABOVE FLOOR3'-11"712"712"5'-2"5"5"5 3/4"2'-10 1/4"5 1/4"3'-9 1/4"6'-0"FINISHED5'-10"MANTELINSIDE OF SURROUNDINSIDE OF SURROUNDOUTSIDE OF SURROUND4'-9"5 TILES @ 7-1/8"W/ 1/4" GROUT5 EQ. TILESW/ 1/4" GROUT FRAMED TO CEILINGOUTSIDE OF SURROUNDTILE TO TILETILETILETILE TILESL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.3'-11"712"712"5'-2"5"5"5 3/4"2'-10 1/4"5 1/4" 3'-9 1/4"6'-0"FINISHED5'-10"MANTELINSIDE OF SURROUNDINSIDE OF SURROUNDOUTSIDE OF SURROUND4'-9"5 TILES @ 7-1/8"W/ 1/4" GROUTFRAMED TO CEILINGOUTSIDE OF SURROUNDTILE TO TILETILETILETILE TILESL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.5 EQ. TILES W/ 1/4" GROUT1'-212"3'-6" R.O.5'-11" FRAMEDFRAME R.O.FOR F.P. BOXAT 4-3/4"ABOVE FLR1'-212"4 7/8" 3'-2 1/4" R.O. 3'-7 1/8"FRAMED TO CEILINGSL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.3'-6"1'-5"1'-212"1'-212"5'-11"ALLOW 16"SPACE FORVENT DUCT(FRAMING)(R.O.)(FRAMING)4'-3 1/4" FRAMING3'-6" R.O.6'-0" FINISHED1'-3"1' - 3 "TOP OF MANTELEQ.EQ.8"8"8"8"CLEQ.EQ.CLCEILINGRECEPTACLETECH.TUBE2x10 BLOCKINGBACKER2x4 2x4 2x4 2x4 2x4 3'-6"R.O.1'-4"5'-11"ALLOW 16"SPACE FORVENT DUCTFRAMEDFRAMED 1'-8" 1'-10 1/2" FINISH1'-2 1/2"1'-2 1/2"3' - 6 "R.O.6'-0"FINISHED1'-3"1' - 3 " 4'-3 1/4" TO FRAMING 5'-0"5 1/2"FRAMED9 1/2"2'-10 1/2"8"5'-4" FINISHED9'-0"5 1/2"FRAMED1112"TO FACE OF GYP. BD.3'-1"2" APPLIEDSTONE VENEER5'-0"TO FACE OF GYP. BD.2" STONERETURN2" STONERETURN8"56"Lx8"Wx8"HWOOD MANTEL,SEE SELECTIONSFOR FINISH:-RUSTIC/DISTRESSED-SMOOTH BOX LIGHT-SMOOTH BOX DARK5'-11" FRAMED1112"TO FACE OF GYP. BD.SL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.4'-8" MANTEL5'-0"5 1/2"FRAMED9 1/2"2'-10 1/2"8"5'-4" FINISHED9'-0"5 1/2"FRAMED1112"TO FACE OF GYP. BD.3'-1"2" APPLIEDSTONE VENEER5'-0"TO FACE OF GYP. BD.2" STONERETURN2" STONERETURN8"56"Lx8"Wx8"HWOOD MANTEL,SEE SELECTIONSFOR FINISH:-RUSTIC/DISTRESSED-SMOOTH BOX LIGHT-SMOOTH BOX DARK5'-11" FRAMED1112"TO FACE OF GYP. BD.SL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.4'-8" MANTEL1/2" REVEALAT ALL SIDESOF F.P.1/2" REVEALAT ALL SIDESOF F.P.5'-0"FRAME R.O.FOR F.P. BOXAT 7-3/8"ABOVE FLRFRAME R.O.FOR F.P. BOXAT 7-3/8"ABOVE FLRPAGE DESCRIPTION:PAGE NO.: PLAN NO. FIREPLACEFIREPLACESFIREPLACES _ 1-10-19 ISSUE FOR CONSTRUCTION 10-12-22 REMOVE FIREPLACE OPTIONS 4, 6 & 7 6-1-2023 Q3 2023 PLAN REVISIONS 09-2023 ADD FIREPLACE FRAMING DETAILS REVISIONS © © UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 160,000 X X 66,000 768 240 375 375 -183 3724 558 558 155 78 4 wrightsoft• Project SummaryEntire House Elander Mechanical Inc 645 Shenandoah Drive, Shakopee, MN 55379 Job: EV4F Date: 2024By: Kati Printon Plan: Salem W / Basement Pro·ect Information For: Lennar Corp 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 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 Heating Summary Sensible Cooling Equipment Load Sizing Structure 39177 Btuh Ducts 1947 Btuh Central vent (SER=50% 149 cfm)6768 Btuh Heat recovery Humidification O Btuh Piping O Btuh Equipment load 47892 Btuh Infiltration Method Simplified Semi-tight 0 Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Heating 3724 20484 0.19 65 Cooling 3724 20484 0.10 34 Heating Equipment Summary Make Lennox Trade LENNOX Model ML 193UH070XE36B-* AHRI ref 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 Structure Ducts Central vent (SER=50% 149 cfm) Heat recovery Blower Use manufacturer's data Rate/swing multiplier Equipment sensible load 17911 Btuh 1420 Btuh 1027 Btuh 0 Btuh n 0.93 18913 Btuh Latent Cooling Equipment Load Sizing Structure Ducts Central vent ( 149 cfm) Heat recovery Equipment latent load 1705 Btuh 52 Btuh 3080 Btuh 4837 Btuh Equipment Total Load (Sen+Lat) 23750 Btuh Req. total capacity at 0.81 SHR 1.9 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 0.049 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 0.81 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 23.0.03 RSU13410 ACcr,.., ... Folder\Lennar EV4F Salem Basement 4 season.rup Cale = MJ8 Front Door faces: N 2024-Jan-9 13: 32: 27 Page 1 20071 Gambit Pass 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 X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: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: 78 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.1/24/2024 Mailing Address of the Dwelling or Dwelling Unit City Lakeville20071 Gambit Pass 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:155 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 Cooliing 47,892 18,913 23,750 14 Location of duct or system: Rating or Size Output in Tons:2.5 Efficiency SEER /EER Nat Gas Nat Gas Elect 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 20071 Gambit Pass US Home LLC dba Lennar Jesse Schwarzrock 612-346-2648 Jesse.Schwarzrock@Lennar.com Residential Development 57174 Chad Johnson Stantec 651-325-6860 chad.johnson@stantec.com University of Minnesota 5/31/23 1/24/2024Kurt NiskaDigitally signed by Kurt Niska Date: 2024.01.24 15:16:09 -06'00' 1/26/24 X PM