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HomeMy WebLinkAboutLA225249-18330 Glandon Pass-Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ 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 2'-11"1'-0"6:12 2'-0"1'-5"1'-5"1'-11" 1'-0" 1'-0" 1'-0"1'-5"1'-11"6' TYPICAL ICE & WATER SHIELD FOREXTERIOR WALLS & 3' FOR ROOF VALLEYSROOF VENTS BY ROOFINGCONTRACTOR1'-0"6:12 3:12 6:12 8:128:128:128:12ROOF VENTS6" TRIM6" TRIMCORNER BOARD 1286:123:129'-1 1/8"8'-1 1/8"T.O. FOUNDT.O. SUBFL.T.O. PLATET.O. PLATE12" BOX COLUMN 6:12ADDRESS LOCATION CORNER BOARD SHAKE SIDING4 " TR IM 4" TRIM4" TRIM6" TRM6" TRM1'-6 3/4"STONE FACELAP SIDING1x4 TRIMNOTE: 4" TRIM & FRIEZE BOARDS, U.N.O. CORNER BOARD CORNER BOARD 1x4 TRIM, TYP./UNO3'-0" 3'-0" CORNER BOARDT.O. PLATE1'-6 3/4" 8'-1 1/8"T.O. SUBFL.9'-1 1/8"T.O. PLATET.O. FOUND.T.O. PLATE1'-6 3/4" 8'-1 1/8"T.O. SUBFL.9'-1 1/8"T.O. PLATET.O. FOUND.2'-0"T.O. PLATE1'-6 3/4" 8'-1 1/8"T.O. SUBFL.9'-1 1/8"T.O. PLATET.O. FOUND.2'-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.ROOF VENT INSTALLATION NOTES:1. ALL ROOF VENTS TO BE INSTALLED OVER 8" WIDE x 9" HIGH OPENINGS INTO THEROOF SHEATHING.2. STANDARD LOCATION OF ROOF VENTS ON GABLE ROOFS TO BE 12" DOWN FROM THEROOF RIDGE TO THE TOP OF THE 8"x9" OPENING.3. HIP ROOFS MAY REQUIRE THE OPNG'S. TO BE CUT FURTHER DOWN FROM ROOFRIDGE TO ALIGN W/ REQUIRED SIDE ROOF VENTS. SEE ROOF PLAN.4. ROOF SHEATHING TO BE REMOVED FROM UNDERNEATH OVER-FRAMED ORPERPENDICULAR ROOF SYSTEMS FOR PROPER AIR MOVEMENT.5. NO ROOF VENT OPENINGS WITHIN 36" OF ANY VALLEY'S.GARAGE: MAIN FLOOR: 704 SF1,039 SFDISCOVERY SERIESK12S A3S - BERKLEYSLAB ON GRADE:1,094 SFUPPER FLOOR: 1,528 SFTOTAL FINISH: 2,567 SFSCALE:A12ROOF PLAN1/8" = 1'- 0"SCALE:A11FRONT ELEVATION1/4" = 1'- 0"SCALE:A13SIDE ELEVATION1/8" = 1'- 0"SCALE:A14SIDE ELEVATION1/8" = 1'- 0"SCALE:A15REAR ELEVATION1/8" = 1'- 0"GARAGE HARDWARE PERCOMMUNITY SPECSFOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTESSECTIONS ELECTRICAL PLANSA6MAIN AND UPPER FLOOR PLANS A2A3A5A1DETAILSA4SLAB ON GRADE FOUNDATION GUIDESA1GENERAL NOTES & DETAILSS-0STEM WALL SLAB FOUNDATION PLANS-3SWASECOND FLOOR FRAMING PLANS-4AROOF FRAMING PLANS-5ABRACED WALL DETAILSSD-1BRACED WALL DETAILSSD-2MISC. FRAMING DETAILSSD-3F1FIREPLACE DETAILS 18330 Glandon Pass Voyageur Farms-2nd AdditionLP SHAKE SIDINGEXTERIOR MATERIALS % LAP SIDING = 40% STONE = 33% SHAKE SIDING = 8% TRIM = 19%FACE APPLIED STONE VENEERLP HORIZONTAL LAP SIDINGHARDBOARD SIDING ON FRONT ELEVATION.FACE APPLIED STONE VENEERHARDBOARD SIDING ON SIDE AND REAR ELEVATIONS.LP HORIZONTAL LAP SIDINGConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode07/05/2024jnuetzman BASE (3500 P.S.I.)4" CONC. SLABGARAGE SLABFOUNDATION NOTE:PLUMBING / DRAINLOCATIONS AS SHOWNABOVE. OFFSETSPER LENNAR STD. - V.I.F.FOUNDATION NOTE:3'-6" POURED WALLSFTG. & REINF. PER SPEC.UNEXCAVATEDCONC. OPNG. FOR 16'-0" GARAGE DOORDROP FDTN 8" ATGARAGE DOOR2" LEDGE AT GARAGE WALL (TYP)10"CONC. OPNG. FOR8'-0" GARAGE DOOR2" R-10 RIGID INSULATION 20x8 CONC. FOOTINGS (TYP)2" LEDGE AT HOUSE PERIMETER WALL (TYPICAL)18'-0"22'-0"40'-0"6" 15'-9 1/4"13'-10 1/4" 6" 6'-0"2'-0" 48'-0"1'-912"2'-5"6'-6"6"21'-4"8"22'-0"6" 2'-0"45'-0"2" LEDGE AT GARAGEWALL (TYP)1114"8'-1 1/2"1114"1'-1114"10'-0"16'-1 1/2"1'-1134"9'-1112"20'-0 1/2"40'-0"OUTLINE OF BEARINGWALL ABOVE TYP.12'-11 3/4"5'-11"11'-7 1/2"5'-6 1/2"16'-11"6"6"6"2"2"6"2"2"10"9'-1 1/2"8"8'-0" 13'-11 3/4"3'-0 1/4"45°27'-0 1/4"FPHBFPHBSLOPE CONC. TOWARDS O.H.D.OPENING AS REQ'DSLOPE SLAB 1/4" / FOOT2A4 3A42A43A46'-0 1/4"10'-4 1/2"6'-7"3'-10 1/2"4'-0 3/4"12'-4"4'-3 1/2"10'-10 1/4"6'-0 3/4"6'-0 3/4"1'-8"17'-0 1/2"24"x24"x12"DEEP CONCRETEFOOTINGOUTLINE OF FOOTINGAT BRG. WALL (TYP)36"x36"x16"DEEP CONCRETEFOOTING10'-2" 8'-2"10'-1 3/4"54"x54"x18"DEEP CONCRETEFOOTINGUNEXCAVATEDFILL FOR SLABUNEXCAVATEDFILL FOR SLAB1'-0"GARAGE SLAB FLUSH6" GRANULAR FILL20"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 PLAN1/4" = 1'- 0"SCALE:A23FRONT STOOP DETAIL3/4" = 1'- 0"SCALE:A22SLAB ON GRADE DETAIL3/4" = 1'- 0"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 3/0x6/0 SH3/0x6/0 SH3/0x6/0 SH6/0x6/8 PATIO DRGREAT ROOMDININGPORCHGARAGE36" H. 2x4 WALLW/ WOOD CAP17'-1"21'-6 1/2"5'-6"5 1/2"5 1/2"5 1/2"3'-6"3'-6"5'-6"9'-3"7'-8 1/2"40'-0"5 1/2"15'-1"5 1/2" EQUAL EQUAL 5 1/2" 6'-0"40'-0"12" BOX COLUMN4x4 POST w/SIMPSON ABA44ZBASE & BC4 CAPTYP.1'-2"1'-2"1114"8'-1 1/2"1114"1'-1114"16'-1 1/2"1'-1114"10'-0"10'-0"20'-0"40'-0"STONE VENEERWITH 2' RETURNAT CORNERS16'x8' O.H. GARAGE DOOR8'x8' O.H. GARAGE DOOR5 1/2"15'-5 1/2"8"5'-5 1/2"5 1/2"22'-2 1/2" 45'-0"2'-0"7'-6 1/2"3'-5 1/2"3'-3 1/2" 8'-0"45°SEALED22x30ATTICACCESS2A42A43A43A4KITCHEN3'-7"REFR2'-4"9'-9 1/2"13'-11 1/2"3/0x6/0-2 SH3'-0"2"(2)2x12 CONT.(2)2x6 JCK(3) 2x6 KING(2)2x6 JCK(3) 2x6 KING(3)2x12(2)2x6 EA. END(3)2x12(2)2x6 EA. END(2)1 3/4"x11 7/8" LVLFLUSH BOTTOM(2)2x6 EA. END(2) 1 3/4"x7 1/4" LSL(2)2x4POCKETW14x34 STEEL BEAM FLUSH BOTTOM CONT.4" DIA. X 0.237 WALLTHICKNESS STANDARDSTEEL PIPE COLUMN(2)2x4ROOF GIRDER TRUSS ROOF TRUSSESROOF TRUSSES(2)2x10(5)2x4(2)2x6 EA. END2ND FLOOR LINE ABOVE 3 1/2"22'-6" 3 1/2" 22'-6"5'-10"3'-6"2'-4"5'-0 1/2"NOTE:SHEETROCK & FIRETAPEENTIRE GARAGE2'-0" 48'-0" 2'-0"29'-3"1'-0"36" H. 2x6 WALLW/ WOOD CAP3'-3 1/2"SERVICEPANEL3'-0"STORAGEFLR. BRK.2668PEDSTLR & S26682868FLR. BRK.PWDR.MECH.UNFINISHEDTPTR2/0x4/0 SH FL DR9'-11"5 1/2"5'-0"2'-1"5'-6" 10'-2 1/2"29'-9 1/2" (2)2x10 5 1/2"UNFINISHEDUP 17RFLOOR TRUSSES FLOOR TRUSSES FLOOR TRUSSES 4'-4"3068PORCH2'-7"3'-5"(2)2x10(5)2x62/0x4/0 SH(2)2x104'-0"FOYER10'-5 1/2"4'-1"5'-5 1/2"26682'-7"(2)2x4(2)2x66"W x12"DDROPPED SOFFIT3'-81 2" 6'-11" 10" O.H. 3'-2" DW 34 1/2" H. 2x4 WALLTO EXTEND 1" PASTFACE OF CABINET5'-2"7'-3 1/2"4'-4"5'-3"4'-7"PANTRY(4) 16" SH.MUDRM3/0x8/0 SRO6'-8 1/2"4'-7"4'-7"9'-9 1/2"R & S5'-3 1/2"4'-9"4'-10"21'-5"(4) 16" SH.(2)2x6(2)2x6FLR. BRK.2 8 6 8 24682468R & S W.I.C1'-812"(2)2x12DROPPEDBEAMDROP PANTRYCEILING 12"(2)2x10 DROPPED(2)2x4 EA. END1 3/4"x18" LVLRIM BOARD @LEDGER(3)2x6(2)2x4ROOF GIRDER TRUSSFLOOR GIRDER TRUSSNOTCH TOPPLATES,SEE STRUCT.2x6 LEDGERSEE STRUCT.(2)2x4 EA. END2x6 LEDGERSEE STRUCT.FURNRETURNAIR EXCHG.W.S.R.I.W.H.TANKLESSTRUSS TRUSS ADDITIONAL STONE VENEER ON ELEVATION A3S ONLYADDITIONAL STONE VENEERON ELEVATION A3S ONLY(2)2x12 CONT. FOR A3 ELEVATIONCHANGE TO (2) 1 3/4"x11 7/8" LSL FOR A3S ELEV.ELECTRIC FIREPLACEOPTION, SEE DETAILSON F1NOTE:WINDOW FALL PROTECTION TO BE PROVIDEDIN ACCORDANCE WITH R312.2.13/0x5/0-2 SH3/0x5/0 SH3/0x5/0-2 SH60" VANITYLINEN(4) SH.R & S FLR. BRK. FLR. BRK. R & S R & S R & SR & SR & S10'-10"11'-0 1/2"15'-10"11'-6"15'-3"7'-10"4'-1 1/2"11'-0"11'-6"WIRE SHELF @ 64" A.F.F. 3/0x5/0 SH FLR. BRK.R & STPOWNERS SUITEOWNERS BATHBEDROOM #4BEDROOM #3BEDROOM #2LOFTLAUNDRYW.I.C.W.I.C.5'-2"2'-1"5'-6"5'-5 1/2"2'-1" 2x6 2x6 PLUMBING WALL 60" VANITY40'-0"R & S 5 1/2"5 1/2"6'-2 1/2"9'-7 1/2"8'-4 1/2"40'-0"5 1/2"5 1/2" 5 1/2"5 1/2" 18'-11 1/2"15'-1"2'-11 1/2"7'-6"7'-6"6'-5 3/4"13'-0"1'-1"37'-0"7'-6 1/2"5'-2"10'-4"14'-0"4'-2 1/2"2'-4" 2'-0" 3'-2"4'-4"5'-6"3'-4"4'-1112"5'-10 1/2"5'-0"8'-11 1/2" 4'-11"6'-6"5'-0"2A42A43A43A42'-0"OPT.LAUNDRYSINK1'-0"(3)2x6ROOF GIRDER TRUSS(3)2x6(2)2x10 (2)2x10 (2)2x10(3)2x10(2)2x6 EA. END10'-6"15'-0"25'-0"22'-0"18'-0"15'-9 1/2"1'-0"2668SH34602 6 6 8 2 0 6 82668 2 6 6 8 2668 4068 BI-PASS 5068 BI-PASSWASHER DRYER2468 TBSEALED22x30ATTICACCESS2868 32x60 W/SHDN 17 R266842" H. 2x4 WALL W/ WD. CAP36" H. WALLW/ WOOD CAP3'-7"2'-012"2'-012"5'-0" ROOF TRUSSES ROOF TRUSSES 2/8x7/0 SRO26683'-9"3'-6"7'-0"26682/0x4/0 SH 4'-1"10'-1 1/2"HALL BATHTPTB1668LINEN (4) SH.5'-0"4'-11"2'-9"3'-2"1'-0"2'-0"5'-3"4"(2)2x102/0x3/0-2 SH2/0x2/0 FX(2)2x10(2)2x108'-0 1/4"2x6 WALL 2'-9"GENERAL NOTES:·FIRST FLOOR CEILINGS TO BE 9'-1 1/8" ROUGHCEILING HEIGHT (U.N.O.)·T.O. FIRST FLOOR WINDOWS TO BE FRAMED AT7'-11" (U.N.O.)·SECOND FLOOR CEILINGS TO BE 8'-1 1/8" ROUGHCEILING HEIGHT (U.N.O.)·T.O. SECOND FLOOR WINDOWS TO BE FRAMED AT6'-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 ALLGARAGE CEILINGS AND ADJOINING HOUSE WALLS·ALL INTERIOR HOUSE WALLS TO HAVE 1/2" GYPSUMBOARD, ALL HOUSE CEILINGS TO HAVE 5/8"FIRECODE GYPSUM BOARD·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TOTHE 2x6 PLUMBING & BEARING WALLS PER 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 BECARRIED THRU EACH FLOOR LEVEL TO BEAR ONFOUNDATION, INSTALL BLOCKING IN FLOORSYSTEM BELOW ALL POINT LOAD SUPPORTS·ALL WOOD IN CONTACT W/ CONCRETE TO BEPRESSURE TREATED WOOD·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHEDSHEETROCK OPENING WIDTH AND HEIGHT PERPLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")·FLOOR BREAK INDICATES CHANGE IN FLOORINGMATERIAL, REFER TO THE SPECIFICATIONS FORACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALLAPPLIANCES & THE APPROPRIATE ELECTRICAL ORGAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALLTUB AND SHOWER SURROUND MATERIALS·REFER TO SPECIFICATION INFORMATION & CABINETSHOP DRAWINGS FOR KITCHEN & BATH CABINETLAYOUT, SIZES & FEATURES PER CABINETSUPPLIER·ALL BATHROOM FANS TO BE VENTED TO EXTERIOR·TOWEL BARS MOUNTED AT 54" AFF, TOILET PAPERHOLDERS MOUNTED AT 24" AFF·ALL PANTRY & LINEN CLST'S. TO RECEIVE WIRESHELVING, (U.N.O.)·ALL CLOSETS TO RECEIVE (1) ROD & (1) WIRE SHELF(U.N.O.)·ALL WASHERS ON RIGHT SIDE, ALL DRYERS ONLEFT SIDE·AT ALL BATHROOM VANITIES, INSTALL WOOD STUDFRAMING SO ELECTRICAL OUTLET IS CENTEREDON VANITY.SCALE:A31MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A32UPPER FLOOR PLAN1/4" = 1'- 0"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). BOTTOM OF TOP CHORDVAPOR BARRIERR-44 BLOWN INSULATIONEXTEND SHTG. TO5/8" DRYWALL CLG. (TYP.)CEILING(WINDWASH)MANUF. TRUSSES24" O.C.12PER PLAN7/16" OSB SHEATHING TYP.BATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL INTERIOR (TYP.)HOUSE WRAPVAPOR BARRIER2x6 STUDS 16" O.C.ROOF CONST.STD. ENERGY HEEL 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" 4" CONCRETE SLAB8" POURED CONC. WALLFDN. WALL CONST.INTERIOR RIGID INSUL. CONSTR.6" GRAVEL FILL6 MIL POLY / LAPPED 12"18" 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 ACCORDANCEREFER TO ROOF PLAN FOR ROOFPITCH AND OVERHANGS1'-6 3/4" 8'-1 1/8"T.O. SUBFL.T.O. PLATE9'-1 1/8"T.O. PLATEDININGGARAGE37'-0"T.O. FOUND.T.O. FOOTING3'-6" HALL3'-6"14'-6"10'-0"T.O. FOUND.9'-1 1/8"4" 8"LOFTOWNERS BATHW.I.C.18" FLOOR TRUSSESSPACING PER MANUFACTURER18" FLOOR TRUSSESSPACING PER MANUFACTURERREFER TO ROOF PLAN FOR ROOFPITCH AND OVERHANGS9'-1 1/8"T.O. SUBFL.T.O. HEADERMIN. CODE DEPTHFDN. @ STOOPS,DEPTH MAY VARYPER CITY OR SITECONDITIONS1'-6 3/4" 8'-1 1/8"T.O. SUBFL.T.O. PLATE9'-1 1/8"T.O. PLATEGREAT ROOM2'-0"4'-10"38'-0"2'-0"T.O. FOUND.T.O. FOOTING3'-6"PWDR.FOYERCLST.MECH.BEDRM #3OWNERS SUITE LAUNDRYW.I.C.18" FLOOR TRUSSES, SPACING PER MANUFACTURERLENNAR 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:A42SECTION3/16" = 1'- 0"SCALE:A41TYP. WALL SECTION W/ SLAB ON GRADE3/8" = 1'- 0"SCALE:A44HOUSE WRAP DETAIL AT WINDOWN.T.S.SCALE:A43SECTION3/16" = 1'- 0" DUPLEX 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 PM34WASHER DRYER 32x60 W/SHMMLLSDSDSDSDCMSDCMSDLLLLMMLLL3 L33LLL34UP TO SWITCH34 R.I. FANW/ LIGHTGASGFIPLLGFIPGFIPGFIPLLL4 LMMGFIP (WP)LCLG. MNT.FOR G.D.O.CLG. MNT.FOR G.D.O.33GFIP EVCGFIP GFIP LLL3SDLLLLLL3MICROLLLLGFIP (WP)3333LLLL3L3UP TO SWITCHCHLGASSERVICEPANEL3'-0"GFIPCLG. MT.LLGFIPGFIP TELEC. R.I. TO JUNCTIONBOX FOR FUTURE OUTLETINSIDE CABINET3FURNRETURNAIR EXCHG.W.S.R.I.W.H.TANKLESSAND 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 DETECTORSNOTE: ELEVATION A SHOWN (OTHERS SIMILAR)SCALE:A51MAIN FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A52UPPER FLOOR 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" 1/2" DRYWALL FIREPLACE FLUE FIREPLACE BOX 8 1/4"8 1/2"5 1/2"1 1/2"3/4"VERIFY DIST. TO COMBUSTIBLES w/ MANUFACTURER'S SPECIFICATIONS.24 24 3/4"3/4" 4 2 2 6 1x10 TRIMMED 2x4 1x4 3 1/2" 1/2"1x624 1'-0 1/2" 1'-8" 3'-6" R.O.1'-4"5'-11" ALLOW 16" SPACE FOR VENT DUCT FRAMED FRAMED1'-8"1'-10 1/2"FIN.1'-2 1/2"1'-2 1/2"8"MANTEL5'-2"SL-7 GAS FIREPLACE R.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" FRAMED 91 2"3'-1" 2" APPLIED STONE VENEER 812"5'-11" FRAMED 91 2" 5'-6" MANTEL 1/2" REVEAL AT ALL SIDES OF F.P. 4'-8" FACE OF DRYWALL 2" STONE RETURN2" STONE RETURN 6'-0" FINISHED 4"3'-6" R.O. FRAME R.O. FOR F.P. BOX AT 8-7/8" ABOVE FLOOR TO FACE OF DRYWALL TO FACE OF DRYWALL TOP OF MANTEL EQ.EQ.8"8"8"8" CL EQ.EQ. CL CEILING RECEPTACLE TECH. TUBE2x10 BLOCKING BACKER 2x42x42x42x42x4GAS FIREPLACE BOX FRAMING PER PLAN 4'-1" R.O.1'-4"5'-11" FRAMED ALLOW 16" SPACE FOR VENT DUCT FRAMED1'-8"1'-10 1/2"STONE FINISH512" 5'-4" FINISHED 9'-0"2" APPLIED STONE VENEER 5'-0" TO FACE OF DRYWALL 2" STONE RETURN 2" STONE RETURN 5'-11" FRAMED 4'-11" MANTEL SHELF 5'-0" FRAMED2"FRAME R.O. FOR F.P. BOX, 2" ABOVE SUBFLOOR 1/2" REVEAL AT ALL SIDES OF F.P. COSMO 42" GAS FIREPLACE R.O. 49"W x 32 3 4"H x 17 3 4"D 614"1'-8"59"L.x8"D.x2 1/2"H. MANTEL SHELF 4'-5"2x4 FRAMING 2" APPLIED STONE VENEER 512"512"512" 5'-1" R.O. 5'-11" FRAMED7 1/4"6'-0" FINISHED 9'-0"5'-1" R.O.5" FRAMED 5" FRAMED1'-6"1'-7 3/4"R.O.5'-11" FRAMED 1/2" DRYWALL FINISH ALLUSION PLATINUM 60 ELECTRIC FIREPLACE 4'-6"T.O. OPT. MANTLE2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL FINISH 4'-11" OPTIONAL MANTLE SHELF OPTIONAL 59"L.x8"D.x2 1/2"H. MANTEL SHELF SEE SELECTIONS 1/2" DRYWALL FINISH BACK TO WALL 5'-1" R.O. 5'-11" FRAMED7 1/4"6'-2" FINISHED STONE 9'-0"5'-1" R.O.5" FRAMED 5" FRAMED1'-6"1'-7 3/4"R.O.1" APPLIED STONE VENEER 5'-11" FRAMED ALLUSION PLATINUM 60 ELECTRIC FIREPLACE 4'-6"T.O. OPT. MANTLE SH.5'-11" FRAMING 1" STONE VENEER 1/2" DRYWALL 2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL 1" STONE VENEER RETURN TO WALL 4'-11" OPTIONAL MANTLE SHELF OPTIONAL 59"L.x8"D.x2 1/2"H. MANTEL SHELF SEE SELECTIONS 1" STONE VENEER 1/2" DRYWALL 5'-1" R.O. 5'-11" FRAMED7 1/4"9'-0"5'-1" R.O.5" FRAMED 5" FRAMED1'-6"1'-7 3/4"R.O.1/2" DRYWALL 5'-11" FRAMED 8mm DEKTON FINISH ALLUSION PLATINUM 60 ELECTRIC FIREPLACE 4'-6"T.O. OPT. MANTLE2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL 8mm THICK DEKTON FINISH 8mm THICK DEKTON FINISH 5'-11" FRAMING 4'-6"DEKTON SEAM4'-11" OPTIONAL MANTLE SHELF OPTIONAL 59"L.x8"D.x2 1/2"H. MANTEL SHELF SEE SELECTIONS 8mm DEKTON 1/2" DRYWALL 8mm DEKTON 1/2" DRYWALL 5'-1" R.O.1'-7 3/4" R.O.CEILING RECEPTACLE TECH. TUBE2x10 BLOCKING BACKER 8"8"8"8" CL 6'-6"EQ.EQ. CL 1'-6"INSTALL OUTLET ON DED. CIRCUIT NEAR BOTTOM RIGHT OF FP UNIT 2x STUDS, SIZED PER FLOOR PLAN 3'-6".R.O.6'-0" FINIS H E D 1'-3"1'-3"5'-2"SL-7 GAS FIREPLACE R.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" FRAMED 91 2"3'-1" 2" APPLIED STONE VENEER8 1/2"5'-11" FRAMED 91 2" 5'-6" MANTEL 6'-0" FINISHED 1/2" REVEAL AT ALL SIDES OF F.P.9'-0"FRAME R.O. FOR F.P. BOX AT 8-7/8" ABOVE FLOOR TO FACE OF DRYWALL TO FACE OF DRYWALL VENT LOCATION PER PLAN 4'-3 1/4"45°TO FRAMING4'-1" FRAMING R.O.6'-0" FINIS HE D4'-3 1/4"5'-0"512"512"4" VENT LOCATION PER PLAN 45°5'-4" FINISHED 9'-0"2" APPLIED STONE VENEER 5'-0" TO FACE OF GYP. BD. 2" STONE RETURN 2" STONE RETURN 5'-11" FRAMED2"FRAME R.O. FOR F.P. BOX, 2" ABOVE SUBFLOOR 1/2" REVEAL AT ALL SIDES OF F.P. COSMO 42" GAS FIREPLACE R.O. 49"W x 32 3 4"H x 17 3 4"D 614"1'-8"59"L.x8"D.x2 1/2"H. MANTEL SHELF 4'-11" MANTEL SHELF 4'-5"TO FRAMINGPAGE DESCRIPTION:PAGE NO.: PLAN NO. FIREPLACE FIREPLACESFIREPLACES _1-10-2019ISSUE FOR CONSTRUCTION6-01-2024Q3 2024 PLAN REVISIONSREVISIONS 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 9/8/23 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. GREAT ROOMDININGPWDR.FOYERKITCHENPANTRYMUDRMMECH.STORAGEW.I.C.PORCHGARAGEBWPsAbove 9/8/23 OWNERS SUITE OWNERS BATH BEDROOM #4 BEDROOM #3 BEDROOM #2 LOFT HALLHALL LAUNDRY W.I.C. W.I.C. HALL BATH Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. 9/8/23 9/8/23 160,000 X X 66000 477 2627 394 394 240 375 375 -19 135 68 +Ir wrightsoft· Project SummaryEntire House Elander Mechanical Inc. Job: K12S SOG Date: 2023 By: Shawn Lynch Plan: Berkley 645 Shenandoah Drive, Shakopee, MN 55379 Phone: 952-445-4692 Email: elandermechanical@elandermechanical.com Web: elandermechanical.com Pro·ect Information Fo� Lennar Homes Notes: Desi n Information Weather: Minneapolis-St Paul lnt'I Arp, MN, US Winter Design Conditions Outside db -15 °FInside db 70 °FDesign TD 85 °F Heating Summary Structure Ducts (R-8.0) Central vent (SER=50% 116 cfm) 40045 Btuh 333 Btuh 5274 Btuh Heat recovery Humidification Piping Equipment load 0 Btuh 0 Btuh 45652 Btuh Infiltration Method Simplified Semi-tight 0 Construction quality Fireplaces /¥ea (ft2) Volume (ft') Air changes/hour Equiv. AVF (cfm) Heating 2627 22101 0.28 103 Cooling 2627 22101 0.15 55 Heating Equipment Summary Lennox Make Trade Model AHRI ref Efficiency LENNOX ML 193UH070XE36B-* 202568879 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 0.70 in H2O Summer Design Conditions Outside db 88 °F Inside db 75 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Sensible Cooling Equipment Load Sizing Structure Ducts (R-8.0) Central vent (SER=50% 116 cfm) Heat recovery Blower Use manufacturer's data Rate/swing multiplier Equipmenf sensible load 16709 Btuh 75 Btuh 800 Btuh 0 Btuh n 0.93 16336 Btuh Latent Cooling Equipment Load Sizing Structure Ducts Central vent (116 cfm) Heat recovery Equipment latent load Equipment Total Load (Sen+Lat) Req. total capacity at 0.80 SHR 2140 Btuh 103 Btuh 2400 Btuh 4644 Btuh 20980 Btuh 1.7 ton Cooling Equipment Summary Make Trade Cond Coil Lennox LENNOX ML 14XC1S024-230A** CX35-36B++ TOR 9148354 AHRI ref Efficiency Sensible cooling Latent cooling 12.0 EER2,13.8 SEER2 Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 19920 Btuh 4080 Btuh 24000 Btuh 800 cfm 0.048 cfm/Btuh 0.60 in H2O 0.79 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �--f'fr-wrlght:soft• . . . -=::::,_ .......... , .... _. __ -·--· RIght-SuIte®Umversal202323.0.0 5 RSU13410 ACc;,... H:IEMI Heat Loss Folder\Lennar K12 Berkley SOG.rup Cale= MJ8 Front Door faces: W 2024-Jun-25 10 :0 8:40 Page 1 18330 Glandon 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 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.6/25/2024 Mailing Address of the Dwelling or Dwelling Unit City Lakeville18330 Glandon 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: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 Cooliing 45,652 16,336 20,980 14 Location of duct or system: Rating or Size Tankless Output in Tons:2 Efficiency SEER /EER Natural Gas Natural Gas Electric RU160iN ML14XC1S024 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 18330 Glandon Pass 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 6/25/2024Kurt NiskaDigitally signed by Kurt Niska Date: 2024.06.25 14:58:07 -05'00' 7/1/24 X PM