The URL can be used to link to this page

Home My WebLink AboutLA208943-7376 183rd St W 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:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov CANNOT HOOK TO CITY SEWER/WATER 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 DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 6' TYPICAL ICE & WATER SHIELD FOREXTERIOR WALLS & 3' FOR ROOF VALLEYSROOF VENTS BY ROOFING CONTRACTOR16" OH1'-0" OHROOF VENTS 8:128:126:126:126:12 8:128:126:12 6:12 2'-0" OH 4:12CRICKETSIDING MATERIALS PER COMMUNITY SPECIFICATIONS.STYLE PER PLAN.ALUMINUM FASCIA & SOFFIT ON ALL SIDES OF HOME,INCLUDES PORCH CEILINGALL TRIM MATERIALS SHOWN TO BE PER COMMUNITYSPECIFICATIONS. TRIM SIZED PER PLAN.AT HOUSET/CONC. SLABT/1st FLR. PL. & PORCH9'-1 1/8"T/WDW. R.O.7'-11"T.O. PLATE8'-1 1/8"T.O. SUBFL.T/WDW. R.O.6'-11"ADDRESS LOCATION6:128126126:121x6 TRIM1x4" TRIM, TYP.BOARD & BATTENSEE DETAIL1x6 MANTEL(3" O.H. EA. END1x6 SILL(3" O.H. EA. END6" FASCIA4" FRIEZESHAKESIDING6'-0"TO CL OF GABLECRICKETROOF BEAM6" FASCIA1x6 TRIMSTONE VENEER1x4 TRIM, TYP.WINDOW GRIDSAS SHOWNHORIZONTALSIDINGBOARD &BATTEN10x10COLUMN(6x6 POST,FURRED &WRAPPED INCEDAR OR 'LP')1x10 TRIM1x6 TRIM8:126:128:126121'-8"1'-6"4" FACE TRIMSTACKED ON TOPOF 6" FACE TRIMVENTURE SERIESE080 E3E - CASCADEFOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTESSECTIONS ELECTRICAL PLANSA6MAIN AND UPPER FLOOR PLANS A2A3A5A1DETAILSA4SLAB ON GRADE FOUNDATION GUIDESA1STRUCTURAL DETAILSS3STRUCTURAL DETAILSS4SCALE:A11FRONT ELEVATION1/4" = 1'- 0"SCALE:A12ROOF PLAN1/8" = 1'- 0"SCALE:A13SIDE ELEVATION1/8" = 1'- 0"SCALE:A14REAR ELEVATION1/8" = 1'- 0"SCALE:A15SIDE ELEVATION1/8" = 1'- 0"SCALE:A16GABLE DETAIL1/2 = 1'- 0"GARAGE: MAIN FLOOR: 648 SF825 SFSLAB ON GRADE825 SFUPPER FLOOR: 1,224 SFTOTAL FINISH: 2,049 SF 7376 183rd Street West Voyageur Farms-1st AdditionHARDBOARD SIDING ON FRONT ELEVATION.HARDBOARD SIDING ON SIDE AND REAR ELEVATIONS.LP HORIZONTAL LAP SIDINGFACE APPLIED STONE VENEERFACE APPLIED STONE VENEERLP SHAKE SIDINGEXTERIOR MATERIALS % LAP SIDING = 31% STONE = 26% SHAKE = 15% BOARD & BATTEN = 7%TRIM = 21%LP VERTICAL BOARD & BATTEN SIDINGLP HORIZONTAL LAP SIDINGConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/30/2022dmathews SLOPE SLAB 4" TO GARAGE DOOR KITCHEN ISLANDSLOPE SLAB1/4" / FOOT 4" CONC.PORCH SLAB9 1/2"4"4"4"4"2" R-10 RIGID INSULATION-TYP.16" W. X 8" D. CONTINUOUSCONCRETE FTG. AT PERIMETER(MIN. 5,000 PSI TYP.)13'-8 1/4"10'-4"16"W. x 8"D. THKND.SLAB FOOTING10'-0"10'-3 1/2"10'-9" 6'-0"9'-6"DROP FDTN 8" @ GARAGE DOOR19'-8 1/2"30'-0"19'-4" 22'-0"18'-0"2'-5 1/4"16'-1 1/2"2'-5 1/4"9'-0"40'-0"38'-0" 44'-0"21'-0"2" LEDGE AT HOUSEPERIMETER WALL (TYP)6" 10"10"10" 5'-6"2'-13 4"4'-2 1/4"24"x24"x8" CONCRETEPAD FOOTING4" CONC. SLAB OVER6 MIL. VAPOR BARRIEROVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.)BASEMENT SLABFOUNDATION NOTE:PLUMBING / DRAINLOCATIONS AS SHOWNABOVE. OFFSETSPER LENNAR STD. - V.I.F.2" LEDGE AT GAR. WALL (TYP)**NOTE:**SEE STRUCTURAL DESIGN ONPAGE S3 FOR STRUCTURALINFORMATIONBASE (3500 P.S.I.)4" CONC. SLABGARAGE SLABPOUR GARAGE SLAB FLUSH30"x30"x12"DOR30"x30"x8"D WITH #5 BARS@ 12" O.C.CONCRETEPAD FOOTING10'-0"20'-8"4'-0" 7'-0"19'-8 1/2"30"x30"x12"DOR30"x30"x8"D WITH #5 BARS @ 12"O.C.CONCRETE PAD FOOTING2" LEDGE AT GAR. WALL (TYP)8"DROP FDTN 8" @GARAGE DOOR10'-0"11 1/4"8'-1 1/2"11 1/4"6" 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" DRYWALL30 MIL PVC MEMBRANESEAL ALL SEAMS,CORNERS & EDGES W/ 35MIL POLYETHYLENEBACKED SYNTHETIC BUTYLRUBBER ADHESIVEMEMEBRANE6" GRANULAR FILL CONC. SLAB10"VAPOR BARRIERR-10 RIGID INSUL.8"CONC. STOOPAT FOUNDATION2" D.x8" H. LEDGEWATERPROOFINGFOUNDATION 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 REQUIREMENTSSCALE:A21SLAB ON GRADE FOUNDATION PLAN - E31/4" = 1'- 0"SCALE:A22SLAB ON GRADE DETAIL3/4" = 1'- 0"SCALE:A23DETAIL AT STOOP3/4" = 1'- 0"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. PED3068ENTRY DOOR2/0x4/0 SH 16' x 7' OVERHEAD DOOR19'-8 1/2"5'-6"DW10" OH3'-4 1/2"3/0x5/0 SH OPEN6/0x6/8 PATIO DR.3/0x5/0 SH 3/0x5/0 SH 4 1/2"FLR BRK PER SPEC 3/0x5/0 SH R&SUP 17R 36H. HALFWALLW/ WOOD CAP8'-0"14'-5 1/2"14'-7 1/2"44'-0"5'-1 1/2"4'-0"2'-3"4'-5"2'-514"TRP.H.21'-0"22'-0"5 1/2"5 1/2"6'-3 1/2"3'-4 1/2"12'-6 3/4"7'-9 1/4"30'-0"5 1/2"6'-6"5 1/2" 13'-2"9'-3 1/2" 6'-0"2'-4"16'-1 1/2"2'-514"9'-0"3'-7"2'-11" 5'-1 1/2" 15'-1 1/2" 7'-3 1/2"7'-10"5/6x8/0 SROFLR BRK3'-3"11'-10"40'-0"10x10 COLUMNS6'-9 1/2"2'-3 1/2"HVAC CHASE1'-3"FPHB11'-0"OPTIONAL ELECTRICFIREPLACE, SEEDETAIL THIS SHEET34 1/2" H.2x4 KNEEWALLREFR30"PANTRY 2'-8 1/2"12'-9" 18'-10" 5'-2 1/2" 8'-0" 4'-8"2'-0 3/4"FLR BRK PER SPEC12'-9"45°8'-5 1/2"6x6 POST w/ STANDARDPOST BASE & CAP TYP.TRUSSESTRUSSESTRUSSES (2) 2x10 CONT.(2) 2x10 CONT.(2) 9 12" LSL(2) 2x10 (2) 2x10(2) 2x10(2) 2x10(2) 2x10 GIRDER TRUSS(2) 2x4 (2) 2x4 (2) 2x6(2) 2x6(2) 2x10(2) 9 12" LSL(2) 2x8GIRDER TRUSS (2) 2x8(2) 2x6(2) 2x6TRUSSESTRUSSES TRUSSESTRUSSES (2) 2x4 (2) 2x8 GARAGE POWDERFOYERSLOPEDSTORAGEKITCHENDININGGREAT ROOM24682468286824682'-41 2"(2) 2x4 (2) 2x4 (3) 14" LVL(2) 2x1218'-10 1/2"5 1/2"1'-11"512" 22'-0"8'x7' OVHD DOOR2x6 WALLLINE OF 2nd FLR. ABOVE 44'-0"10'-0"20'-8"4'-0"19'-4" 7'-0" 18'-0"FPHBTRUSSES STONE VENEERSTONE VENEER10'-0"8'-1 1/2"11 1/4"11 1/4"CONSTRUCT PORTAL FRAME AS SHOWN IN 1/S4CONSTRUCT PORTAL FRAME AS SHOWN IN 1/S4(2) 11 78" LSL EXTENDED HEADER(3) 18" LVL OR W10x303 12" x 514"PSL POST3 12" x 514"PSL POST28683'-0" 3/0x5/0 SH 3/0x5/0 SH 3/0x5/0 SH SH346032x60 W/SH13'-6"30"30"DN 17R WASHERDRYERWIRE SHELF @ 64" A.F.F.FLR BRK 4 SHFLR BRK5068 BI-PASSR&S5068 BI-PASSR&SR&SR&SR&S 3/0x5/0 SH 2/0x3/0 SH 3/0x5/0 SH 10'-0"10'-7"10'-7 1/2"9'-11"9'-10 1/2"5'-7"6'-6"15'-0"2x62'-1"2'-1"FURNRETURN30'-0"R&SR&S W.H.P.V.FLR BRK 4 SHW.S.TRP.H.4'-6"24" T.B.P.H.2x6 8'-6"5 1/2"5 1/2"5'-6 1/4"5'-0 3/4"3'-4 1/2"5 1/2"5 1/2"2'-3"8'-4"42'-0"8'-6 1/2"11'-6 1/2"8'-6 1/2"4'-6"4'-6"6'-0"10'-6"4'-6"9'-0"5 1/2"8'-6"7'-2"14'-11"5 1/2" 6'-11 1/2"7'-11 1/2" 38'-0" 2'-0"42H. HALFWALLW/ WOOD CAP4'-6"3'-10"2'-8"3'-2 1/2"5'-0"3'-7"6'-6"3'-3"5'-0"13'-6"2'-10 1/2"11'-4"3'-8"8 1/2"5'-5"1'-6"4'-5"6'-4"3'-1"3'-3"3/3x7/0 SRO3/3x7/0 SRO3/0x5/0-2 SH5" CANT.3'-0"5 1/2"5 1/2"5 1/2"9'-0"30'-0"12'-0"4'-1" 6'-11 1/2" 22x30ATTIC SKTL.FLR BRK48H. HALFWALLW/ WOOD CAP2'-8" SEE 2/S3 FOR TALL WALL FRAMING(2) 2x10(2) 2x10 (2) 2x10 (2) 2x10 CONT.TRUSSES(2) 2x10(2) 2x10BEDROOM #3BEDROOM #4BEDROOM #2LOFTBATHUTILITYWICOWNER'S BATHOWNER'S SUITEAIREXCHG.246820682668266826682468266826682 4 6 8 206824684'-8 1/8" R.O.5'-11" FRAMED7 1/4"6'-0" FINISHED9'-0"4'-8 1/8" R.O.7 1/2"FRAMED7 1/2"FRAMED1'-6"1'-6 3/4" R.O.DRYWALL BACKTO WALLALLUSION 60 ELECTRICFIREPLACE5'-11"FRAMED2x8 FRAMING,FLOOR TO CLGDRYWALL FINISHPROVIDE ELECT. OUTLETON DEDICATED CIRCUITLOCATED IN FRAMINGNEAR TOP RIGHTCORNER OF F.P. UNITNOTE:WINDOW FALL PROTECTION TO BE PROVIDEDIN ACCORDANCE WITH R312.2GENERAL NOTES:·FIRST FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. FIRST FLOOR WINDOWS TO BE FRAMED AT 7'-11" (U.N.O.)·SECOND FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. SECOND FLOOR WINDOWS TO BE FRAMED AT 6'-11" (U.N.O.)·ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.0.)·GARAGE WALLS TO BE 2x4 @ 16" O.C. (U.N.O.)·INSTALL 5/8" FIRECODE GYPSUM BOARD ON ALL GARAGE CEILINGS AND ADJOININGHOUSE WALLS·ALL INTERIOR HOUSE WALLS TO HAVE 1/2" GYPSUM BOARD, ALL HOUSE CEILINGS TOHAVE 5/8" FIRECODE GYPSUM BOARD·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING & BEARING WALLSPER PLAN (U.N.O.) ALL INTERIOR WALLS FRAMED @ 16" O.C.·ALL ANGLED WALLS ARE 45 DEGREES (U.N.O.)·BEARING WALLS SHALL BE FRAMED W/ DBL. TOP PLATE & STUDS ALIGNING W/ FLOORTRUSSES ABOVE, REFER TO FLOOR TRUSS LAYOUTS·ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVELTO BEAR ON FOUNDATION, INSTALL BLOCKING IN FLOOR SYSTEM BELOW ALL POINTLOAD SUPPORTS·ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHT PERPLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THESPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATEELECTRICAL OR GAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUNDMATERIALS·REFER TO SPECIFICATION INFORMATION & CABINET SHOP DRAWINGS FOR KITCHEN &BATH CABINET LAYOUT, SIZES & FEATURES PER CABINET SUPPLIER·ALL BATHROOM FANS TO BE VENTED TO EXTERIOR·TOWEL BARS MOUNTED AT 54" AFF, TOILET PAPER HOLDERS MOUNTED AT 24" AFF·ALL PANTRY & LINEN CLST'S. TO RECEIVE WIRE SHELVING, (U.N.O.)·ALL CLOSETS TO RECEIVE (1) ROD & (1) WIRE SHELF (U.N.O.)·ALL WASHERS ON LEFT SIDE, ALL DRYERS ON RIGHT SIDESCALE:A33ELECTRIC FIREPLACE OPTION3/8" = 1'- 0"SCALE:A31MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A32UPPER FLOOR PLAN1/4" = 1'- 0"STAIR EXTERIOR 18'-7"± TALL WOOD WALLTO TO BE CONSTRUCTED AS FOLLOWS:·2x6 LSL @ 16" O.C. TYPICAL FULL HEIGHTWALL FRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEENSTUDS AT INTERVALS NOT TO EXCEED10-FT ALONG HEIGHT OF WALL·PROVIDE (1) 2x6 LSL BEARING STUD & (2)2x6 FULL HEIGHT KING STUDS EACH SIDEOF WINDOW OPENING·INFILL FRAMING LESS THAN 16-FT MAYSPF 2x6 @ 16" O.C.·WALL TOP & BOTTOM PLATES MAY BESPF/SYP MATERIALTemper55555667PFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). AT HOUSET/CONC. SLABT/1st FLR. PL.9'-1 1/8"T.O. PLATE8'-1 1/8"T.O. SUBFL.1'-4 3/4"38'-0"1'-0"TYP.16" PRE-ENG. FLR. TRUSSES, TYP.TYP.R-49 INSUL.R-21 INSUL.8"42'-0"DINING / KITCHENGARAGEOWNERS BATHLOFTBEDROOM 42'-0"MIN. CODE DEPTHFDN. @ ALL STOOPSDEPTH MAY VARYPER CITY OR SITECONDITIONSAT HOUSET/CONC. SLABT/1st FLR. PL.9'-1 1/8"T.O. PLATE8'-1 1/8"T.O. SUBFL.1'-4 3/4"16" PRE-ENG. FLR. TRUSSES, TYP.4" CONCRETE SLAB38'-0"(UNACCESSABLE)UNFINISHED4'-7 3/8"R-49 INSUL.1'-0"TYP.R-21 INSUL.TYP.HEADROOM 6'-8" MIN W/ 10" TREADS (17) EQUAL RISERS 8"AT HOUSET/CONC. SLAB9'-1 1/8" 7'-11"T.O. WDW5'-6"2'-6"4 1/2"SOFFIT / CLG612(2) 2X10BEAMPOWDERCLOSETLOFTSTORAGEFAMILY ROOMLAUNDRYW.I.C.BOTTOM OF TOP CHORDVAPOR BARRIERR-44 BLOWN INSULATIONEXTEND SHTG. TO5/8" DRYWALL CLG. (TYP.)CEILING(WINDWASH)MANUF. TRUSSES24" O.C.12PER PLAN3/4" BUILT-RITE SHTG TYP.BATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL WALLS (TYP.)HOUSE WRAPVAPOR BARRIER2x6 STUDS 16" O.C.ROOF CONST.STD. ENERGYHEEL HT.ASPHALT SHINGLES PER SPECS.WATERGUARD ICE BARRIER AT EAVESSOFFIT AND FASCIA PER SPEC. LEVELWALL CONST.SIDING PER SPEC. LEVEL7/16" OSB. SHTG.INSUL. 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 SUBFL.RIM CONST. - R-20 MIN. R-20 SPRAY FOAM INSULATION1/2" OSB SHEATHINGAROUND PERIMETERR-10 RIGID INSULATIONLENNAR WILL INSTALL A "PASSIVE RADON READY" SYSTEM.ALL BASEMENT SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY 6 MILPOLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURESWILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USINGPOLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMPBASKETS WILL HAVE SEALED LIDS.LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THEDRAIN TILE SYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILLUSE THE SHORTEST ROUTE TO EXIT THE ROOF SYSTEM, WITH A MAX. OF (2) 90DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILL BEINSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "RADON GAS VENTSYSTEM" AT ALL ACCESSIBLE LOCATIONS. ALSO, ALL RADON PIPES WILL BE LABELEDAT ALL FLOORS FOR FUTURE REFERENCE.AT ROOF EXIT LOCATIONS, WE WILL MAINTAIN A 10' DISTANCE TO ANY WINDOWLOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THELOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANYOBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. LENNAR WILLINSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FAN ADDITION.RADON NOTE:HOUSE WRAP CUTTING PATTERN12CUT HOUSE WRAPPER DIAGRAM.CUT UPPER FLAP AT45.FLEX WRAPWINDOW OPENINGWRAP TO SILL OF APPLY 10" FLEXUNDER HEAD INSTALL WINDOWINSTALL JAMBSTRIPS OVERINSTALLED WINDOWHOUSE WRAP FOLDHOUSE WRAP FOLDSTRIP UNDER UPPERINSTALL HEADUPPER FOLDAND TAPE OVERCUT SEAMSOVER 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 / FASTEN.TAPETAPEWINDOW WRAP.CAP UNDERINSTALL DRIPDOWN EACH SIDE.BEND CORNERS3456789MIN. CODE DEPTHFDN. @ ALL STOOPSDEPTH MAY VARYPER CITY OR SITECONDITIONSR-21 INSUL.TYP.AT HOUSET/CONC. SLAB9'-1 1/8" 8'-0" BOTTOM OF SHED ROOF TRUSS POWDERCLOSETMIN. CODE DEPTHFDN. @ ALL STOOPSDEPTH MAY VARYPER CITY OR SITECONDITIONSR-21 INSUL.TYP.AT HOUSET/CONC. SLAB9'-1 1/8" 7'-11"T.O. WDW5'-6"2'-6"4 1/2"SOFFIT / CLG(2) 2X10BEAMPOWDERCLOSETSCALE:A42BUILDING SECTION @ STAIRS (A @ PORCH ROOF)1/4" = 1'- 0"SCALE:A41TYPICAL WALL SECTION-SLAB ON GRADE3/8" = 1'- 0"SCALE:A43BUILDING SECTION @ GARAGE1/4" = 1'- 0"SCALE:A42CC ELEVATION PORCH ROOF1/4" = 1'- 0"SCALE:A44HOUSE WRAP DETAIL AT WINDOWSNOT TO SCALESCALE:A42EE ELEVATION PORCH ROOF1/4" = 1'- 0" OPEN3'-0"ELECTRICALSERVICEPANEL(S.O.G.ONLY)TO SWITCHAT 2ND FLR.5'-0"4'-9 3/4"5'-4"4'-0"4'-0"4'-0"4'-0"3'-3"UNDERCOUNTERSWITCH AND OUTLETFOR DISPOSALCLG. MNT.FOR G.D.O.GFIPGFIPWP GFIPL333LL3 42" GFIPL3333 LLLLMM WP GFIP3LLLLLLLL3 3 GFIPGFIP42" GFIP42"GFIP 42"GFIP MICRO TCHSDCLG. MNT.FOR G.D.O.GFIP (WP)FURNW/ FLUSH MOUNT LIGHTCEILING FAN ROUGH-INTO SWITCHAT 1ST FLR.NOTE:WINDOWS SHOWN ON ELEC. PLAN AREFOR ELEVATION 'A' ONLY. SEE 2ND FLOORPLAN FOR WINDOW LOCATIONS OF OTHERELEVATIONS.AIREXCHG.LLLLLLLLLLLL3333OUTLET REQUIREDW/I 8' OF WATERMAIN3 43 3 GASSDCMSDSDSDSDCMSDMM MM42" GFIP42" GFIP 42" GFIP42" GFIPDUPLEX 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 PANELPCSSS43WPELECTRICAL KEY DUPLEX OUTLET (GROUND FAULT PROTECTED)GFIPRECESSED INCANDESCENT EYE BALL FIXTURECARBON MONOXIDE DETECTORELECTRIC VEHICLE CHARGER ROUGH-IN (OPTIONAL)LED FIXTURELMULTI-MEDIA JACKEVCMMTCMSDCHPLUGMOLD PMAND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS1. THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBINGSUCH AS JOISTS, TRUSSES AND STUDS.GENERAL NOTES ELECTRICAL AND/OR GAS HOOK-UP REQUIREMENTS, THIS INCLUDES2. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCEBUT IS NOT LIMITED TO WASHER, DRYER, RANGE/COOKTOP,MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE),DISHWASHER AND REFRIGERATOR.5. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLESAT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR:REQUIREMENTS OF ALL GOVERNING CODES.AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE4. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.TELEVISION.........14"TELEPHONE........14"OUTLETS.............14"SWITCHES...........42"AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)3. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORSSCALE:A42UPPER FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A41MAIN FLOOR ELECTRICAL PLAN1/4" = 1'- 0" HEADER1/2" GYPSUM BD.1/2" GYPSUM BD.WIN. OPNG.2x6 HEADER PLATEINSULATE1 1/4" RIM BOARD2x6 DOUBLE TOP PLATE2x6 SILL PLATESUBFL.INSULATE2" SPRAY6'-11 3/8" TO T.O. WIN. R.O.SUBFL. AT 8' CLG. 8'-0" TO SUBFL. AT 9' CLG.1x2 AT EA. SIDE OFWINDOW OPENINGSHEATHINGFOAM INSUL.FLOOR SYSTEM PER PLAN1/2" GYPSUM BD.TRUSS BTM. CHORDTOP PLATEDOUBLE WIN. OPNG.WIN. HDRS.SHEATHING2x6 HDR. PLATET.O. WIN. R.O.6'-11 3/8" TO SUBFL.INSULATEINT/EXT WALL INTERSECTIONINTERIOR WALL CORNER2x6 EXTERIOR WALL1/2" GYPSUM BOARD2x6 R.W. 2x4 R.W. 2x6 EXTERIOR WALL2x2 R.W. INSIDE CORNEROUTSIDE CORNERINSULATE STUDCAVITIES OF ALLCORNERS AND INTERSECTIONSOF OUTSIDE WALLSSIDING2x4 INTERIOR WALL 2x4 BACKINGAT MID HGT.2x4 INT. WALLSHEATHING(EXT. FIN. MAY VARY PER PLAN)PER PLANEXT. MAY VARYSHEATHING9'-0"PLYWD.ALUM. SOFFITW/ALUM.2 x 6 SPF1/2" OXBOARD SHEATHINGGABLEEND TRUSS(WHERE APPL.)2x6 FOR LOOK OUTSUSE SCRAP 2x4 ORNOTE:ENG'DFASCIADIM.2x4 INT. WALLBOARD1/2" GYPSUM5/8" GYPSUM BD.2x4 DOUBLETOP PLATE2x6 BACKINGBOTTOM CHORDOF TRUSSINT WALL2x2 NAILER3/4" PLYWOOD1/2" GYP. BD.FIRE STOP5/8" GYP. BD.I-JOISTDOUBLE TOP PLATEPER PLAN5/8" GYP. BD.1/2" GYP. BD.PER PLANHANGER(2) MICROLAM BEAMSHANGER1/2" GYPSUM BD.SUBFLOORNOTE:FOLLOW MFG'S NAILINGPATTERN FOR HANGERFLOORSYSTEMPER PLANFLOORSYSTEMPER PLANFLOOR SYSTEM PER PLAN1/2" GYPSUM BD.SUBFLOOR(2) 2 x HEADERS1/2" OSBDOUBLE TOP PLATESILL PLATESILL/ TILT TO OUTSIDEHEADER(1) 2X6 TRIMMER U.N.O. VARIES 8'-1 1/8" or 9'-1 1/8" TYPICAL VARIES 7'-0" OR 8'-0" (MAIN FLOOR) / 6'-11 3/8" (2ND FLR.) (R.O.)(R.O.)ON FLOOR PLAN(REFER TO PLAN)FOR WATER DRAINAGERUN TRIMMERS TOBOTTOM OF HEADER(SEE PLAN)BOTT. PL.10"2x12 STRINGERS3'-0"10"7 3/4" MAX.(3) 2x12 STRINGERS5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)UNLESS NOTED OTHERWISE IN CONSTR. WORK ORDERPARTICLE BOARD TREADS & RISERS3"6 1/2" W. x 3/4" T.WOOD CAP5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)ALLOW 6'-8" MIN. HEADROOMNOTE:REFER TO SELECTIONS FOR REFER TO PLAN OR WORK ORDER FOR RAIL AND FINISH TYPE(S)NOTE: THIS DETAIL IS FOR FRAMING PURPOSES ONLY4"MAX.RAIL TYPE3/4" PLYWOOD1 1/4" RIMBOARDSUBFLOORFACE OF RISER3/4" PLYWOOD1 14"7 3/4" MAX.11 14"FLOORSYSTEMPER PLANMAX.MAX.1 14"11 14"MAX.MAX.2x4 TO EXTEND 1 1/2"BEYOND 2x AT EA. ENDCAULKNOTE:5 DEG.2 x W/BEV. TOP"Z" FLASHINGSMOOTH FINISH 2x4EXT. FINISH PER PLANSEE PLANVARIESROUGH OPENINGROUGH OPENINGSUBFLOORCRIPPLEHEADER PLATEDOUBLE TOP PLATE9'-1 1/8" OR 8'-1 1/8" TYPICAL STUDSNOTE: THIS DETAIL IS FOR FRAMINGPURPOSES ONLY, REFER TO SPEC'S. BOX NEWELSTARTER1 3/4" RIM BD.1/2" GYP.SUBFLR.PER PLANFLR. SYSTEM3'-0" FROM FIN. FLR.FOR RAIL & FINISH TYPES TREADPOSTSTONE CAPOR ROWLOCK BRICKFLASHING - CONT.CAULKSHEATHING15# FELT1" AIR SPACESTUD WALLSIDING PER PLANSLOPED TO DRAINSHEATHING ONCEDAR 5/4x BLOW UP DETAIL1 1/8"CAULK"Z" FLASHING"Z" FLASHING4"MINIMUM FINISH MTR'L.PER PLANPER PLANCAULK2x6 FRAMINGFINISH MTR'L.PER PLANWATER RESISTIVE BARRIERWIN. UNIT DIM.14"WIN. ROUGH OPENINGSHEATHINGWINDOW UNITGYPSUMSPRAY FOAM SIDINGTRANS.INSULATIONTRIMSTONE/BRICK CAPSLOPED TO DRAIN(FOR STONE CAP)CAULKTO BACK OF SILLSHEATHING15# FELT1" AIR SPACEFLASHING - CONT.FLASHING - CONT.(FOR BRICK CAP)TO BACK OF SILL2'-0"2x6 SPF MIN. ICE BARRIERVERT. TO ROOFW/ R19 BATT INS.2x6 STUD WALLON 4 MIL POLY1/2" GYPSUM BD.SOFFITSIDING PER PLANSHINGLES, 15# FELT, 48# BASESHEATHINGTRUSS BOT. CHORD5/8" GYPSUM BD.INSULATION BAFFLES (48" L.)ENG'D TRUSSES AT 24" O.C.R-44 INSULATIONDBL. TOP PLATEON 4 MIL POLYROOF VENTS AS REQUIREDSHEATHINGICE BARRIER6"MIN.HEEL HGT.ICE BARRIER TO END THIS POINTNOTE: ICE AND WATER SHIELD TO RUNENTIRE LENGTH OF ALL VALLEYS2 ROWS OF 24" TO INSURECOVERAGE PAST PLATE LINEEXTEND SHEATHING1 1/4" PAST END OF TRUSSFOR 6/12 PITCH ROOF.REDUCE OVERLAP PERSTEEPER PITCH TRUSSES.OVERLAP W/ FASCIAICE / WATER SHIELD5/8" FIRE-RATEDGYP. BOARDEXTERIORSHEATHINGWRB CONT. ONVERTICAL &HORIZONTALPLANES ATTUCKUNDER,TAPE ALL SEAMSR-20 SPRAYFOAM AT RIM6" DIA. R-4.2 INSULATEDFLEX-DUCT, HELD TIGHTTO FLOOR ABV.TYP. EXTERIORWALL: 2x6 STUDFRAMING W/ R-21BATT. INSULATIONTHERMOPANR-19 MIN. SPRAYFOAM INSUL.PER TABLE R402.1.1WRB CONTINUOUS ONVERTICAL AND HORIZONTALPLANES AT TUCKUNDER,TAPE ALL SEAMSTUCKUNDER FLOOR CAVITIESW/O HVAC BLOWN FULL W/ 11-7/8"FIBERGLASS L-77 INSULATIONI-JOIST FLRSYSTEMGARAGEHOUSEHOUSEELASTOMERICCAULK ATCORNER(BY INSULATORS)8" MIN.PVC SHOWER PAN LINER, DONOT CUT. EXTEND UP WALL 8"MIN.CEMENT BOARD, OVER LINERCERAMIC TILEWOOD SUBFLOORGROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERT. TO DRAIN2-PIECE SHOWER DRAINSYSTEMTILE SHOWER WALLAND DRAIN DETAILTILE SHOWERCERAMIC TILE W/ BULLNOSEDEDGE AT LIPCEMENT BOARD, OVER LINERWOOD SUBFLOOR(2) 2x4 SLEEPERSAT 8" O.CPVC SHOWER PAN LINER, DONOT CUT. CONTINUE OVERPLATFORM 12" MIN.GROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERT. TO DRAINCERAMIC TILEPLATFORM FLOOR1'-0" MIN.PLATFORM DETAILTILE SHOWERCEMENT BOARD OVER (2) 2X4SLEEPERS AT 8" O.C.TILE FLOORWOOD SUBFLOOR(2) 2x4 CURBCERAMIC TILE W/BULLNOSED EDGEOWNER'S BATHROOMSERENITY SHOWERCURB DETAIL10"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 W.R.B.WIRE LATHMORTAR SETTING BEDWEEP SCREED, EXTEND MIN. 1" BELOWTOP OF FND. WALL2 LAYERS W.R.B. LAPPEDOVER WEEP SCREED36"24"4"30 1/2"(2) USP B88 CLIPS W/FRAMING HEIGHT FOR BOX PIERFINISH WIDTH IS PER PLAN(6) 3/8" x 1" LAG SCREWSTOP RAIL OF RAILING1/2" OSB SHEATHINGINSTALL ICE/WATER SHEILDBEHIND B88 CLIPS2X6 BACKER AT MID POINTBOTTOM RAIL OF RAILING24" IS MOST TYPICAL WIDTHNON-BEARINGN/A1FLASHING DETAIL3"= 1'-0"2NAILER DET.1"= 1'-0"N/A3FLUSH 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"1516DOOR FRAMING1" = 1'-0"17WINDOW FRAMING1" = 1'-0"19RAIL DETAIL1" = 1'-0"201x2 NAILER @ WINDOW3" = 1'-0"21TRIM DETAIL3" = 1'-0"10PIER / RAIL DETAIL3/4" = 1'-0"6SOFFIT DETAIL1"= 1'-0"7STONE CAP1"= 1'-0"18STAIR FRAMING DETAIL1/2" = 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" 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, 20222.0011-1-22ADDENDUM TO 2022 FOUNDATION GUIDE SHEETS S1-S2WALL SECTIONSTANDARD WALL CONDITION1SA1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2022©3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comDRAWING USE GUIDELINES AND LIMITATIONSTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE.THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.LIMITATIONS1.STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES.2.OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.3.STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED.4.EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS.5.ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURALENGINEERING DOCUMENTS.COLD WEATHER GUIDELINES:1.THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2.DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3.DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT WITH FROZEN MATERIALS.4.REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE.5.BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.MATERIALSCONCRETE WALLS:F'c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS:F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE.AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX.REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60TREATED SILL PLATE:SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING PRESSURE1,500 PSF MINIMUMGENERAL NOTES1.DO NOT FRAME ON FOUNDATION WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVESTRENGTH OF 2,250 PSI.2.STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.3.112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS INTO FOOTINGS.4.STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIPFOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE.5.PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS.6.SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEETUNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.7.BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, ANDINSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTEDOTHERWISE.8.ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALLTHICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS.9.MINIMUM REBAR SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERSFOR GRADE 60 STEEL. TYING IS NOT REQUIRED.10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVERIS ACHIEVED ON ALL SIDES.11.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN.VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS.12.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINORFORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS.13.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONSARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALLCORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS INLENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELSMAY BE IN EXCESS OF THESE REQUIREMENTS.14.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS.15.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL ANDDIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICALREINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDINGIS ACHIEVED.6" MIN.18" MAX.WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAYFROM FOUNDATION6" MIN. WIDE STEM WALLSILL PLATE TO MATCHFRAME WALL ABOVE6" THICK STEM NOT TOEXCEED 24" HEIGHTSLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL8" MIN. C.I.P. CONCRETEFOUNDATION WALL#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDELennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446SCOPE OF DRAWINGS:THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED ANDCERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESEDRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANTTO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR.THESE DRAWINGS EXPIRE ON DECEMBER 31, 2022.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. ©DateRevisionProject Number:Date:S31Sheets: of2Print Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comLennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446Cascade/EO80 Model"E" ElevationMinnesota ConstructionPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionCOPYRIGHT HANSON GROUP, LLC 2020October 8, 20200.58410-8-20THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.FRAMING NOTES1.ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10 MEMBERS SHOWNMAY BE SUBSTITUTED WITH (2) 1¾" x 7¼" LSL AS REQUIRED.2.ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH ENDAND TWO AT INTERMEDIATE SUPPORTS. ALL 2-PLY LSL/LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TOHAVE A MINIMUM OF TWO BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. 3-PLY LSL/LVLAND GIRDER TRUSS MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END AND ATINTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED FOR LVL/LSL SUBSTITUTED FORSTANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIERIS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. BEARING ENHANCERS AREBY THE SUPPLIER.3.ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END.EXTERIOR OPENINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KINGSTUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGS GREATER THAN TEN FEET INWIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLSAS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING STUDS IS THEFULL LENGTH OF THE HEADER.4.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POSTCAPS, AND POST BASES.5.CONNECT MULTIPLE MEMBER LSL/LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS.6.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS.7.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1).8.ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TOSHEATHING / GYP BOARD AS NOTED BELOW (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR).9.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.,WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 (2x4 AT GARAGE) STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.10.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C. (24" O.C. AT NON-BEARING WALLS)B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. (12" O.C. w/ 24" STUD SPACING) MAX. (58" MINIMUMSTUD PENETRATION)11.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS.12.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (4) 0.131"Ø x3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.D.LATERAL BRACING OF TOP OF GABLE END WALLS IN ROOF SPACE IS TO BE PROVIDED BY TRUSSSUPPLIER.13.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" NAILS IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.14.ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.15.STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGEREDEACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS ASREQUIRED FOR TOP FLANGE HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACED LATERALLY BY FLOORSYSTEM AT 48" O.C. MAX AND AT ENDS TYP. FOR FLUSH FLOOR FRAMING CONNECTIONS, BLOCK WEB SPACESOLID w/ LUMBER TIGHT BETWEEN FLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. STAGGERED.16.CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. FASTENSTEEL BEAMS TO PSL POSTS w/ (4) 516" x 6" STRUCTURAL WOOD SCREWS. AT BOTTOM, PSL TO BEARDIRECTLY ON CONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE.17.TALL WOOD WALL FRAMING IS DESIGNED TO AN H/180 DEFLECTION CRITERIA AT A MINIMUM.18.COVERED ENTRY PORCH IS CONSIDERED BY THE HANSON GROUP TO BE A NON-ESSENTIAL PRIMARILY OPENSTRUCTURE NOT PART OF THE MAIN WIND FORCE RESISTING SYSTEM. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS.HARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTMATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS(OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATERAND VAPOR RESISTANCE AT LEASTEQUIVALENT TO 5,000 PSI CONCRETE)AGGREGATE: FOOTINGS - 112" MAX.REINFORCING STEEL: ASTM A615 GRADE 60ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERPSL:1.8E OR BETTERGLULAM:SYP 26F4V OR BETTERSTRUCTURAL STEEL:CHANNELS/MISC - ASTM A36 (Fy = 36KSI)TUBES - ASTM A500 Gr. B (Fy = 46 KSI)W SECTIONS - ASTM A992 (Fy = 50 KSI)ABBREVIATIONSTYP.=TYPICALSIM.=SIMILARU.N.O.= UNLESS NOTED OTHERWISEO.C.= ON CENTER= CONTINUOUS OVERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODES2020 MINNESOTA RESIDENTIAL CODEPROJECT SCOPEDESIGN OF CONCRETE PAD AND STRIP FOOTINGS, BEAM AND HEADER FRAMING, AND THE MAIN WINDFORCE RESISTING SYSTEM FOR ASINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE,AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS FOR MORE INFORMATION.2.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. DESIGN OF THEREMAINING HOME, INCLUDING ALL MANUFACTURER ENGINEERED PRODUCTS AND FOUNDATION WALLS, IS BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSON GROUP FOR REVIEW.IF FINAL TRUSS LAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION.4.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.5.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THEHANSON GROUP IF DISCREPANCIES ARISE.6.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.ALL FOUNDATION WALLS ARE TO BE STANDARD CONCRETE PER CODE, UNLESS NOTED OTHERWISE IN THESE DRAWINGS.2.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCEWITH THE CODE.3.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END AS APPLICABLE.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN FRAMING NOTE 10, SPACED AT 4" O.C. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 9. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(3-FT)(3-FT)HOUSE FOUNDATION PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S3REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S3REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S3REFERENCE PLANWITH 3RD STALL GARAGE OPTIONPLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.PLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.STAIR EXTERIOR 18'-7"± TALL WOOD WALLTO TO BE CONSTRUCTED AS FOLLOWS:·2x6 LSL @ 16" O.C. TYPICAL FULL HEIGHTWALL FRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEENSTUDS AT INTERVALS NOT TO EXCEED10-FT ALONG HEIGHT OF WALL·PROVIDE (1) 2x6 LSL BEARING STUD & (2)2x6 FULL HEIGHT KING STUDS EACH SIDEOF WINDOW OPENING·INFILL FRAMING LESS THAN 16-FT MAYSPF 2x6 @ 16" O.C.·WALL TOP & BOTTOM PLATES MAY BESPF/SYP MATERIAL(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3.5-FT)(4-FT)(7-FT)(5-FT) (5-FT)(5-FT)(5-FT)(5-FT)(5-FT)(4-FT)(4-FT)(4-FT)(6-FT)(6-FT)WITH 3RD STALL GARAGE OPTIONF1INDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.INDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.STAIR & LANDINGFRAMING BYSUPPLIER TYP.(2) 2x10(2) 2x8(2) 2x8(2) 912" LSLINDICATES CONTINUOUSHEADER OVER MIN. (3) 2x6BEARING STUDS TYP. U.N.O.INDICATES CONTINUOUSHEADER OVER MIN. (3) 2x6BEARING STUDS TYP. U.N.O.(2) 912" LSLDASHED-DOT LINEINDICATES PRIMARYGIRDER TRUSS TYP.SEE 2/S3 FORTALL WALLFRAMINGCONCRETE PAD FOOTING SCHEDULEMARKFOOTING SIZEREINFORCEMENT EACH WAYF12'-0" x 2'-0" x 8"NONEF2-OPTION 12'-6" x 2'-6" x 12"NONEF2-OPTION 22'-6" x 2'-6" x 8"#5 BARS @ 12" O.C.LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING(3) 14" LVL (2) 2x10(2) 2x12(2) 2x4BEARINGSTUDSF2F2(2) 16" LVLEXTENDED HEADERCONSTRUCTPORTAL FRAME ASSHOWN IN 1/S46x6 POST w/ STANDARDPOST BASE & CAP TYP.(2) 2x8 (2) 2x8 PROVIDE MIN. 16" x 8"CONCRETE STRIPFOOTINGS UNDER ALLFOUNDATION WALLS &INTERIOR BEARING WALLSWITH 2' GARAGE EXTENSION(2) 1178" LSLEXTENDED HEADER(3) 18" LVL OR W10x30312" x 514"PSL POSTCONSTRUCTPORTAL FRAME ASSHOWN IN 1/S4 SIM.312" x 514"PSL POSTWITH 2' GARAGE EXTENSION ©DateRevisionProject Number:Date:S42Sheets: of2Print Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comLennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446DescriptionCOPYRIGHT HANSON GROUP, LLC 2020S4FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-112"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x4 BEARING STUD & (1) 2x4 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(3) 2x4 BEARING STUDS MIN.(2) 2x4 BEARING STUDS MIN. AT SIM.PROVIDE 2x4 INFILL WALLABOVE HEADER AS REQ'DFOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAPON INSIDE FACE OF WALLFASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-514"±SEE PLAN FORCONTINUOUS HEADERSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S4 FOR ALTERNATIVE OPTION)POST-INSTALLED HOLDOWN OPTION3S4FRAMING DETAILSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORCONCRETEFOUNDATIONBELOWCascade/EO80 ModelAll ElevationsMinnesota ConstructionOctober 8, 20200.58410-8-202'-514"±S4FRAMING DETAILGARAGE FRONT PORTAL FRAMEELEVATION D2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-112"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(4) 2x6 BEARING STUDS MIN.PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DFOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAPON INSIDE FACE OF WALLFASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-514"±SEE PLAN FORCONTINUOUS HEADERSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S4 FOR ALTERNATIVE OPTION)2'-514"±GARAGE FRONT REQUIRES 2x6FRAMING w/ (3) PLY HEADERAT STANDARD ELEVATION D 3068 FR. DR. 3068 FR. DR. (FIXED) 3068 FR. DR. Winter HoursOpen Daily 10 A.M. - 6 P.M.Wednesday 2 P.M. - 6 P.M. Summer HoursOpen Daily 10 A.M. - 5 P.M.Wednesday 2 P.M. - 5 P.M.4'-6"3068 FR. DR. (FIXED)246824683'-0"ELECTRICAL SERVICE PANEL 28683068 ENTRY DOOR MAGIC PACK HVAC UNFINISHED CONSTRUCTION OFFICE 8'x7' OVERHEAD DOOR28682x6 WALL INSULATED AND SEALED VOIDW4230W2430W423055" TV WITH LENNARLOGO ABOVE ONACCENT WALL-PROVIDE WALLBLOCKING FOR TV 18"D CABINETS W/ 2 CMQUARTZ COUNTERTOP1" O.H. SQ. EDGE INSTALL BATT. INSULATION W4230W2430W4230COMMUNITY SPECIFICWALL ART DESIGNW3630W4230W3630W2430 4/0x8/0 SRO36"x36" FIXEDSET TOP @ 84" AFF30x60 DESKw/ RETURNPER SPEC'S 60" TURNINGRADIUS FORACCESS MEETING ROOM CARPET 24"D CABINETS W/2 CM QUARTZ CTOP.1" O.H. SQ. EDGE FIXED (2)3068 SLIDINGFRENCH DOORSH.S.C.3068 FIXEDFR DR 2'-5"6'-1"91 2"3'-2"91 2"4'-1"1'-11" FIXED 3068FRENCH FIXED 3068FRENCHACCESSIBLETHRESHOLD 3068FRENCHACCESSIBLETHRESHOLD 3068FRENCH ENTRANCE TILE FLOORINGMATCH LOBBY 18"D CABINETS W/ 2 CMQUARTZ COUNTERTOP1" O.H. SQ. EDGE 60"x 30"x 36"H TABLE PER SPEC'S LOBBY TILE FLOORINGPER SPECS WALL D WALL B WALL CWALL A 21'-0"10'-0" EQUAL 3'-2"8"3'-2"8"3'-2"8"3'-2"EQUAL 12'-10"6'-1 1/2"10'-0"11'-5"2x6 WALLEQUALEQUAL3 1/2"5 1/2"COPIER W24303'-0"ELECTRICAL SERVICE PANEL LED LED WP GFI MAGIC PACK HVAC GFIP (WP)COAX. FOR CABLE 33" HT. RECESSED OUTLETS 33" HT.RECESSEDOUTLETS OUTLET INCAB. BELOW EQUAL 6'-6"EQUAL2'-0"2'-0"EQUAL EQUAL 2'-10"4'-0"RINGKEYPAD& OUTLET2'-6"2'-6"6'-0"6'-0"EQUAL EQUAL 75" HT. OUTLETS OUTLET INCABINET OUTLET INCABINET Electrical Legend REFER TO THE LENNAR WHC DESIGN GUIDE FOR ALL ADDITIONAL FINISHES, BUILT-IN'S, DISPLAYS, FURNISHINGS AND SPECIFICATIONS. ALL GARAGE EXTERIOR WALLS TO BE INSULATED. GARAGE CEILING TO BE INSULATED WITH MIN. R-38. INSTALL GARAGE SERVICE DOOR PER PLAN. FIR-OUT GARAGE COMMON WALL WITH 2x4 STUD WALL PER PLAN. SHEETROCK ENTIRE GARAGE CEILING, THEN FRAME DOWN AREAS SHOWN FOR MECHANICAL CHAISES FOR SUPPLY AND RETURNS RUNS. FRONT GLASS ENTRY DOOR AND SALES OFFICE WINDOW TO BE FRAMED INTO EXISTING GARAGE DOOR OPENINGS. BASE MOLDING TO BE GLUED ONTO CONC. CURB IN SALES OFFICE LOCATION. UPON REMOVAL OF TEMPORARY SALES OFFICE AND CONVERSION BACK TO GARAGE, ADD (1) LAYER OF 1/2" GYP. AT CEILING TO COVER ORIGINAL SALES OFFICE LIGHT LOCATIONS. REFER TO THE LENNAR WHC DESIGN GUIDE FOR ALL ADDITIONAL FINISHES, BUILT-IN'S, DISPLAYS, FURNISHINGS AND SPECIFICATIONS. ALL GARAGE EXTERIOR WALLS TO BE INSULATED. GARAGE CEILING TO BE INSULATED WITH MIN. R-38. INSTALL GARAGE SERVICE DOOR PER PLAN. FIR-OUT GARAGE COMMON WALL WITH 2x4 STUD WALL PER PLAN. SHEETROCK ENTIRE GARAGE CEILING, THEN FRAME DOWN AREAS SHOWN FOR MECHANICAL CHAISES FOR SUPPLY AND RETURNS RUNS. FRONT GLASS ENTRY DOOR AND SALES OFFICE WINDOW TO BE FRAMED INTO EXISTING GARAGE DOOR OPENINGS. BASE MOLDING TO BE GLUED ONTO CONC. CURB IN SALES OFFICE LOCATION. UPON REMOVAL OF TEMPORARY SALES OFFICE AND CONVERSION BACK TO GARAGE, ADD (1) LAYER OF 1/2" GYP. AT CEILING TO COVER ORIGINAL SALES OFFICE LIGHT LOCATIONS. REFER TO THE LENNAR WHC DESIGN GUIDE FOR ALL ADDITIONAL FINISHES, BUILT-IN'S, DISPLAYS, FURNISHINGS AND SPECIFICATIONS. ALL GARAGE EXTERIOR WALLS TO BE INSULATED. GARAGE CEILING TO BE INSULATED WITH MIN. R-38. INSTALL GARAGE SERVICE DOOR PER PLAN. FIR-OUT GARAGE COMMON WALL WITH 2x4 STUD WALL PER PLAN. SHEETROCK ENTIRE GARAGE CEILING, THEN FRAME DOWN AREAS SHOWN FOR MECHANICAL CHAISES FOR SUPPLY AND RETURNS RUNS. FRONT GLASS ENTRY DOOR AND SALES OFFICE WINDOW TO BE FRAMED INTO EXISTING GARAGE DOOR OPENINGS. BASE MOLDING TO BE GLUED ONTO CONC. CURB IN SALES OFFICE LOCATION. UPON REMOVAL OF TEMPORARY SALES OFFICE AND CONVERSION BACK TO GARAGE, ADD (1) LAYER OF 1/2" GYP. AT CEILING TO COVER ORIGINAL SALES OFFICE LIGHT LOCATIONS. GENERAL NOTES: FLOOR, WALL, AND CEILING FINISH SPECIFICATIONS NOTE: PAINT MANUFACTURED BY SHERWIN WILLIAMS - DURATION ACRYLIC LATEX ·EMERALD-EGGSHELL FINISH ALL PAINTED WALLS ·EMERALD-SEMIGLOSS FINISH FINISH ALL TRIM ·EMERALD-MATTE FINISH ALL CEILINGS LOBBY TRIM (TYPICAL) ·4" TALL SQUARE EDGE BASE TRIM PAINTED ALABASTER SW7008 EMERALD-SEMIGLOSS FINISH ·2" TALL SQUARE EDGE CASING TRIM AT DOORS AND WINDOWS PAINTED ALABASTER SW7008 EMERALD-SEMIGLOSS FINISH WALL B, C, & D: ·SW7029 AGREEABLE GREY W/ EMERALD EGGSHELL FINISH ·DOORS, TRIM, CASING SW7008 ALABASTER W/ EMERALD- SEMIGLOSS FINISH WALL A: ·OPTION 1 - PAINTED: MINDFUL GRAY SW7016 -SMOOTH WALL TEXTURE AS POSSIBLE. 5" HIGH WHITE LENNAR LOGO LETTERS ·OPTION 2 - WOOD: SHAW-ANDERSON CRESTWOOD HWCDL CITADEL 7" HARDWOOD LAID HORIZONTAL. 05016 BARONESS COLOR. 5" H WHITE LENNAR LOGO LETTERS ·OPTION 3 - CHEVRON TILE: EMSER VELOCITY GLAZED PORCELAIN TILE. VELOCITY FORCE COLOR. 18"X35" SIZE. 5" H WHITE LENNAR LOGO LETTERS ·OPTION 4 - BRICK: EMSER NEWBERRY GLAZED PORCELAIN TILE. GRIGIO COLOR. 4"X8" SIZE. GROUT TO BE SIMILAR TO CUSTOM BRAND #335. 5"H WHITE LENNAR LETTERS ·OPTION 5 - WHITE SUBWAY TILE: EMSER LOGIC GLAZED CERAMIC WALL TILE. WHITE GLOSS COLOR. 4"X10" SIZE. GROUT TO BE SIMILAR TO CUSTOM BRAND #381 BRIGHT WHITE OR #335 WINTER GRAY. 5"H BLUE LENNAR LETTERS ·EXTEND WALL FINISH FROM TOP OF COUNTERTOP TO CEILING AND FULL WIDTH OF WALL IN ALL CASES. ·5" HIGH "LENNAR" LOGO LETTERS FLOOR: ·OPTION 1 -WOOD FLOOR: SHAW-ANDERSON CRESTWOOD HWCDL CITADEL HARDWOOD. 05016 BARONESS COLOR. 7" PLANKS LAID HORIZONTAL SIDE TO SIDE IN SPACE. ·OPTION 2 -TILE FLOOR: EMSER ANGELES GLAZED PORCELAIN TILE. ANGELES CLIFF COLOR. 9"X47" SIZE PLANKS LAID HORIZONTAL SIDE TO SIDE IN SPACE. #153 BUCKSKIN BRAND. GROUT TO BE SIMILAR TO MERKRETE DURACOLOR. CEILING THROUGHOUT ·SW 7008 ALABASTER WITH EMERALD MATTE FINISH. EXTERIOR ENTRANCE DOORS ·MANUFACTURER; THERMA-TRU STYLE: S8000 FRENCH HINGED PATIO DOOR WITH SMOOTH PAINTABLE SURFACE TRIM PAINT COLOR TO MATCH HOUSE PAINT COLOR TRIM BETWEEN DOORS TO BE SMOOTH FINISH ·ACCESSIBLE THRESHOLD ·HARDWARE: SCHLAGE TOUCH KEYLESS W/ CENTURY TRIM AND BROADWAY LEVER -SATIN NICKEL FINISH ·WHITE VINYL LETTERING ON GLASS: "LENNAR" LOGO -2"H LETTERS. "Winter Hours" and "Summer Hours" TITLES -1"H LETTERS. DAILY HOUR DESIGNATIONS -3/4"H LETTERS. MEETING ROOMS TRIM (TYPICAL) ·4" TALL SQUARE EDGE BASE TRIM PAINTED ALABASTER SW7008 EMERALD-SEMIGLOSS FINISH ·2" TALL SQUARE EDGE CASING TRIM AT DOORS AND WINDOWS PAINTED ALABASTER SW7008 EMERALD-SEMIGLOSS FINISH ALL WALLS: ·SW7029 AGREEABLE GREY W/ EMERALD EGGSHELL FINISH ·DOORS, TRIM, CASING SW7008 ALABASTER W/ EMERALD- SEMIGLOSS FINISH FLOOR: ·CARPETED TILE FLOOR: SHAW ENTWINE TILE 59337. IROKO 78761 COLOR. LAY TILES HORIZONTAL. CEILING: ·SW 7008 ALABASTER WITH EMERALD MATTE FINISH STORAGE AREA (AS APPLICABLE) ·SAME AS MEETING ROOMS. LOBBY/MEETING ROOM INTERIOR DOOR SPECIFICATIONS MANUFACTURER: JELD-WEN AUTHENTIC WOOD GLASS PANEL INTERIOR DOORS STYLE 1501, SMOOTH FINISH PAINTED SW7008 ALABASTER W/ EMERALD SEMI-GLOSS FINISH BY-PASS TRACK HARDWARE: JOHNSON HARDWARE MFR, 200SM SLIDE MOUNTED SLIDING BYPASS DOOR HARDWARE. WHITE VINYL "LENNAR" LETTERS 2-1/2" H. ON OPERABLE DOORS ONLY DOOR HANDLE HARDWARE: 1" FINGER PULL TO BE PLACED ON OFFICE SIDE OF DOOR FINISH : BRUSHED STAINLESS STEEL MANUF. : SLIDE-CO #163918 BAR PULL TO BE PLACED ON LOBBY SIDE OF DOOR FINISH : BRUSHED STAINLEES STEEL MANUF. : wwwcoolknobsandpulls.com STYLE : #4000-10" CKP BAR PULL LOBBY/MEETING ROOM CABINETS MANUFACTURER: MERILLAT STYLE: FUSION MAPLE COLOR: COTTON CABINET HARDWARE OPTION 1: FINISH : BRUSHED STAINLESS STEEL MANUF. : www.coolknobsandpulls.com STYLE : CKP BRAND STAINLESS STEEL BAR PULL 9-1/4"L SKU NUMBER: PU10000A0192555 CABINET HARDWARE OPTION 2: FINISH : STAINLESS STEEL MANUF : BELWITH STYLE : N/A PRODUCT NUMBER : BWHH 75596SS BIG HANDLE ACCENT WALL "A" AND WALL "C" CABINET SIZE -ALL CABINETS 18" DEEP AND SIZED PER DRAWINGS -30"H CABINETS ON BUILT-UP TOEKICK MEETING ROOM CABINET SIZE -ALL CABINETS 18" DEEP AND SIZED PER DRAWINGS -24"H CABINETS ON BUILT-UP TOEKICK LOBBY/MEETING ROOM COUNTERTOPS MANUFACTURER: DALTILE - ONE QUARTZ SPEC: NQ30 MORNING FROST SEMI-POLISHED SIZE: 2CM THICKNESS PER SLAB EDGE STYLE: SQUARE EDGE AND 1" OVERHANG MEETING ROOM DESK OPTION 1 : ROOM & BOARD PRATT L-SHAPED & CORNER DESK SIZE: 60"L x 30"W x 29"H WITH 36W x 18"D RETURN FINISH: BASE IS WHITE AND TOP IS GREY MDF. OPTION 2 : ROOM & BOARD RAMSEY DESK SIZE: 60"W x 30"D x 29"H FINISH: BASE IS NATURAL STEEL OR WHITE AND TOP IS WHITE MDF ROLLING FILE CABINET: ROOM & BOARD MILO ROLLING FILE CABINET SIZE: 19"W x 29"D x 24"H COLOR: WHITE MDF LOBBY TABLE OPTION 1 : ROOM & BOARD LINDEN COUNTER TABLE SIZE: 60"W x 30"D x 36"H TOP: WHITE QUARTZ COMPOSITE BASE: MAPLE WITH SHELL STAIN OPTION 2 : ROOM & BOARD LINDEN COUNTER TABLE SIZE: 60"W x 30"D x 36"H TOP: FOG QUARTZ COMPOSITE BASE: MAPLE WITH SHELL STAIN LIGHTING SPECIFICATIONS AT LOBBY AND MEETING ROOMS RECESSED CEILING CAN LIGHTS: ·SEAGULL NEW TRAVERSE LYTE, SGUL 14520S-15 ·NUMBER 47F2F07020 LOBBY/MEETING ROOM CHAIRS & FURNISHINGS -SEE WHC DESIGN GUIDE 3'-0"ELECTRICAL SERVICE PANEL 2868MAGIC PACK HVAC SHERWIN WILLIAMS -Duration Acrylic Latex -See Specifications Above Walls - Emerald-Eggshell Finish Trim - Emerald-Semi-Gloss Finish Ceilings - Emerald-Matte Finish Colors: SW 7029 - Agreeable Grey (Walls) SW 7008 - Alabaster (Ceiling and Trim) -SEE SPECS ABOVE FOR WALL A WALL A WALL C LOBBY WALL D ·See Adjacent Floor, Wall, and Finish Ceiling Specifications Flooring Direction and Pattern WALL B CONSTRUCTION OFFICE UNFINISHED ·See Adjacent Floor, Wall, and Finish Ceiling Specifications MEETING ROOM Same as Lobby Specifications **NOTE: ALL LETTERS TO BE WHITE VINYL** SCALE:WHC 1 WELCOME HOME CENTER FRONT ELEVATION 1/4" = 1'- 0"SCALE:WHC 2 ENTRY DOOR DETAIL NOT TO SCALE SCALE:WHC 3 WHC INTERIOR FINISH PLAN 1/4" = 1'- 0"SCALE:WHC 4 WHC ELECTRICAL PLAN 1/4" = 1'- 0"SCALE:WHC 5 WELCOME HOME CENTER FLOOR PLAN 1/4" = 1'- 0" TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. 7376 183rd Street West Date Certificate Posted X Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X Not applicable, all ducts located in conditioned space 8 X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:44,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% 68 Cfm's 6 " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " round duct OR " metal duct Balanced Ventilation capacity in cfms:Mech Room Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 63 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.12/9/2022 Mailing Address of the Dwelling or Dwelling Unit City Lakeville7376 183rd Street West Name of Residential Contractor MECHANICAL VENTILATION SYSTEM Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms:125 MN License Number Lennar 1413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateResidential Load Calculation Heating Loss Heating Gain Cooling Load Mech Room 38,654 13,938 17,920 13 Location of duct or system: Rating or Size 50 Output in Tons:2 Efficiency SEER /EER Nat Gas Nat Gas Elect GPVL-50 13ACXN024-230 Fuel Type Manufacturer Lennox AOSmith Lennox Model ML193UH045XE36B 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 X 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 7376 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 12/12/2022Kurt NiskaDigitally signed by Kurt Niska Date: 2022.12.12 12:00:48 -06'00' 12/6/22 X PM