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HomeMy WebLinkAboutLA187177 - 19050 Ivorra Ct Permit PackRESIDENTIAL 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: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION FIRST FLOORTOTAL4,444 SF1,443 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,241 SF649 SF202 SFUNFINISHED200 AMP SERVICEGARAGE LEFTWALKOUTPRESERVE OF LAKEVILLELOT 6, BLOCK 619050 IVORRA COURTSECOND FLOOR1,760 SF-DAN & CRYSTAL ANGERHOFERSIDEWALK52 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,339 SF614 SF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, 55044HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"NOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER2015 ENERGY CODE2020 MN BUILDING CODELINE OF STONET.O. RIM214" 3'-0" 2'-934"LINE OF BOX1'-10"1'-4"COLUMN #7 - STRAIGHT2x6 BLOCKING1x6 LP TRIM2'-0"LP PANEL1x6 LP WRAP6x6 TREATED POSTW/ CEDARMILL1'-2"1'-4"5/4" CEDARALUMINUM SOFFIT2'-0"12" CONC. PIERT.O. FTG.T.O. WALL6x6 POST(3) 2 X 10 DROPPED2x8 DECK JOISTDECKINGTREATED3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDESIDEWALK 52 SF4'-0"Garage8'-6"8'-6"4'-0"Porch2'-0"6'-0"2'-0"SCALE: 3/8" = 1'-0"FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLS3-1/4" CASING - 5-1/4" BASEBOARDS - ENTIRE HOUSE4-1/4" WINDOW & DOOR HEADERS - FIRST FLOOR ONLY20" FLOOR TRUSSES @FIRST FLOORCOUNTRY JOE SERIES1'-8"FLOOR TRUSS 3/4" SUB-FLOOR1-1/2" TOP CHORD8" x 8"DUCT1-1/2" SPRAY FOAM (R-10)1-1/2" BOTTOM CHORDFILL 20" FLOOR TRUSS WITHLOOSE FILL FIBERGLASS INSULATION9"= R-23 6" ROUND PIPEFIRST FLOOR FIREPLACE SCALE: 1/4" = 1'-0"GreatRoom24X2424X2417'-3"2'-9716"3'-01116"5'-138"1'-434"3'-6"1'-434"5'-138"GAS FIREPLACE1'-434"1'-434"3'-6"9'-118"3'-214"LINE OFLINE OFFIREPLACESHEETROCK4'-518"4'-8"4'-8"1'-5"TILE5'-138"5'-138"6"2'-61116"2'-61116"2'-61116"6'-312"2'-61116"6'-0"2'-8716"2'-8716"SHEETROCKBUILT-IN'SBUILT-IN'SCONTINUOUS MANTLEHOLLYBROOK A-0COVER SHEET8-11-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066checked By:RDTLSDrawn By:SheetDate:Drawing Ti tle Project NameRevision DateNo.NOTE:YOUNGFIELD HOMES COUNTRY JOE HOMESHOMES, INC., AND IT'STO ANY PERSON OR ENTITYWITHOUT, IN EACH INSTANCE,THE PRIOR WRITTEN CONSENTOF YOUNGFIELD HOMES, INC. EXPRESS ASSIGNS SOLELYFOR THE BENEFIT OF YOUNGFIELDHOMES AND IT'S EXPRESSASSIGNS. ACCORDINGLYIT MAY NOT BE OTHERWISERELIED UPON BY, REPRODUCEDIN ANY MANNER, OR DELIVEREDTHIS DOCUMENT HAS BEENPREPARED BY YOUNGFIELDRESERVES THE RIGHT TOMAKE CHANGES/MODIFICATIONSTO PLANS AS IT DETERMINESYOUNGFIELD HOMES, INC.NECESSARY. LIC. # BC627670Dave.Zweber@DavidCharlezDesigns.com ORIGINAL DESIGN WORK BY:SCALE: 1" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-1ELEV. D, E OR F SCALE: 1/4" = 1'-0"SCALE: 1/2" = 1'-0"1OCTOBER 16, 20202NOVEMBER 9, 2020NOVEMBER 24, 20203WINDOW & DOOR TRIMALLOW FOR LARGERDECEMBER 10, 20204Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/29/2020dmathews FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.8'-0" 8'-0"T.O. FTG.EL. 105'-0"TOP OF FTGEL.100'-0"2ND FLOORELEV. 121'-0"1ST FLOORELEV. 110'-10-1/4"TOP OF PLATE1'-0"ELEV. 129'-1-1/8"5-1/2" TRIMBOARDS5-1/2" TRIMBOARD7-1/2" FRIEZE BOARD18" RAKE7-1/4" SOFFIT WRAP12" TRIM BD.7:121'-6"4:127:12FYPON BKTBL259112121'-6"7:12HARDIE BOARD & BATTEN16" O.C. SPACING15:12121212129'-11 8"WALL PLATEELEV.119'-11-3/8"1'-058" 8'-11 8"T.O. MAINFND. WALLELEV.109'-0"1'-05 8" 9'-0" 3'-0"10'-6"9'-6"1'-6"TOP OF PLATE @GARAGE 119'-3-1/4"1ST FLOORELEV. 110'-10-1/4"2ND FLOORELEV. 121'-0"1'-834"8'-8"6:128" PROJECTIONFROM MAIN FASCIA8" PROJECTIONFROM MAIN FASCIAFYPON BKTSBL2591 - BOTH SIDES3 - FYPON BKTSFUR OUT GABLE 2"ADDRESS6" BOX OUT6" CUT BLOCKSLOUVERED PEAK5'-0"BL2591 WINDOWSBOARDS AROUNDAROUND FRONT5-1/2" TRIMBOARDSDOOR5-1/2" TRIMHARDIE LAP7-1/2" FRIEZE BOARD18" RAKE18" RAKEDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)HARDIE SHAKESSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESBARREL VAULTWINDOWSWINDOWS12" TRIM BD.HARDIE ON ALL 4 SIDES9'-0" TALL FOUNDATION WALLSFOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHINGBOTH GARAGE PIERSSTONE RETURN8'-5"HARDIE SKIRT BD.FRONT ELEVATION - FSCALE: 3/16" = 1'-0"1A-1A-1FHOLLYBROOK8-11-20ELEVATIONS4 BEDROOM TWO STORY/ DZLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 16, 20202NOVEMBER 9, 2020NOVEMBER 24, 20203DECEMBER 10, 20204 7:127:1212:1212:124:12 7:1211 ROOF VENTS12:1215:126:126:1212:121ST FLOOR2ND FLOORTOP OF PLATE1'-6"TOP OF FTG.VARIES10'-0"12671212:1212:121'-6"ELEV. 110'-10-1/4"ELEV. 121'-0"ELEV. 129'-1-1/8"BARREL VAULTHARDIE ON ALL 4 SIDES1'-0"1'-0"2ND FLOORTOP OF PLATEROOFVENTS1ST FLOOREL.96'-0"TOP OF FOOTING6:1212121'-6"GRADE6" EARTH SEPARATIONBETWEEN SIDING AND1ST FLOOR2ND FLOORTOP OF PLATE1'-6"TOP OF FTG.EL.100'-0"1'-0"EL.100'-0"TOP OF FTG.VARIES10'-0"7:121'-6"71215:124:121'-6"2'-2"7'-0"SHED ROOF6:12GAS F.P.VENTELEV. 110'-10-1/4"ELEV. 121'-0"ELEV. 129'-1-1/8"ELEV. 129'-1-1/8"ELEV. 110'-10-1/4"ELEV. 121'-0"HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESSCALE: 3/32" = 1'-0"LEFT ELEVATIONA-23HOLLYBROOKA-2-WOELEVATIONS8-11-20TWO STORY 4 BEDROOMSCALE: 3/32" = 1'-0"ROOF PLANA-24SCALE: 3/32" = 1'-0"REAR ELEVATIONA-21RIGHT ELEVATIONSCALE: 3/32" = 1'-0"2A-2/ DZLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 16, 20202NOVEMBER 9, 2020NOVEMBER 24, 20203DECEMBER 10, 20204Secure door closed until deck isconstructed with a separate permit. 8" x 20" - TYPICALCONCRETE FOOTINGST.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 96'-4"T.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 96'-4"44'-0"9'-6"13'-3"14'-3"7'-0"9'-0" TALL FOUNDATION WALL6'-0"x 6'-11" PATIOT.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"10'-0" MIN. FTG. STEP 42x6010'-0"MIN. FTG. STEP 14'-0"(2) 9-1/2" LSLAA5,000 LB. FOOTINGSTRENGTH MIXSLOPE SLAB FOR DRAINAGE T.O. 6" CURBEL. 109'-0"EL. 105'-0"T.O. FTG.VARIESUnexcavated4" CONC. SLABT.O. SLABT.O. SLABEL. 100'-4"FinishedFamily Rm.CARPETFURN.FinishedBedroom #5CARPETSTART SLAB AT TOPOF WALL AT BACK OFGARAGEEL. 109'-0"T.O. 8" WALLEL. 105'-0"T.O. FTG.EL. 108'-4"T.O. 6" CURB30"SIMPSON ANCHOR BOLT LBOLT62140FOR BRACED WALL PANEL REQUIREMENTS40'-0" 10'-7"17'-3"11'-0"19'-0"1'-412"8'-3" M.O.1'-412"1'-412"16'-3" M.O.1'-412"22'-0"26'-0"15'-1"11'-5"4'-414"13'-914"6'-0"48'-0"36'-7716"2'-0" 1'-0" CJ 2" BRICK LEDGEEL. 108'-4"26'-6" 13'-6"7'-0"20'-6"23'-6"5'-7"USE (1) 2x6 TOP PLATE9'-0" WALLS12'-2"FinishedBathCT46 SF (FLR)28"11'-5"4'-414"8'-314"(3) 2x10DROPPEDROD & SHELF 28"FinishedW.I.C.CARPET3'-0"7'-414"17'-1012"5 1 ' - 4 3 8" 3 7 ' - 2 7 1 6"59'-5916"FinishedStairsCARPET17'-1012"5'-2"17'-412"11'-0"UP10"28"6'-1"1'-91 4" HALF WALL 5'-2"5'-7"4'-11"3" 16'-034" 3'-1134" 6'-0" 1'-0"7'-0"10'-0"8'-0"20'-6"12" CONC. PIERSEE SHEET A-0DIST. REQ'D.FOR STAIRS( VERIFY ACT.TO FINALGRADE )FT G S . T Y P . 24 " x 2 4 "(3) 2x10(3) 2x10 - DROPPED(3) 2x10DROPPED(3) 2x10 - DROPPED 8'-0"1'-0"1'-0"5'-312"3'-112"(2) 9-1/2" LSL2'-0" VOID WALL TO ALLOW24" VOID UNDERFOR SEWER10'-938"2'-834"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED54x6030x6030x60(3)9-1/2" LSL2-2x62-2x6(2) 9-1/2" LSLDROPPEDWATERHEATERMechanical/Storage4" CONC. SLABSUMP32"3'-1034"1A62'-0" 2'-0"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDNO DRAINTILE AT WALKOUT WALL ONLY30x30x12 FOOTINGW/ A 6x6 POST2A72x8 JOISTS @ 16" O.C. 14'-214" 13'-814" 7'-934" 6'-93 4"42x42x12 FOOTINGW/ #5 BAR 12" O.C.BOTH DIRECTIONS42x42x12 FOOTINGW/ #5 BAR 12" O.C.BOTH DIRECTIONSHOSEBIBHOSEBIBT.O. 8" WALLEL. 100'-0"T.O. FTG.EL. 109'-0"42x42x12 FOOTINGSW/ #5 REBAR 12" O.C.FLUSHW8x67 STEEL BEAMSSSS6'-0"7'-0" x 3'-0" C.T.3'-814"4'-458"48x34 FIB. BASEC.T. WALLS - 9'SEMI-FRAMLESS DR.GAS FIREPLACEWINECOOLER8'-0" BASE CAB.4'-0"WET BAR RI8'-0" x 3'-0" C.T.72" x 24" ISLAND2'-0"ADD CONDUIT FOR ELEC.AT CENTER ISLANDFLOATING SHELVES4'-412"DRAINFLOOR4" SLEEVE DOWN18" FROM LEDGEFOR FLOOR DRAIN20" FLOOR TRUSSES2A-320" FLOOR TRUSSES 20" FLOOR TRUSS W/FINISHESPAINT WALL ACCENT (2) SHELVES@ 4' AND 5'202 SF9'-114"2'-634"4'-0"FLUSH(2) 9-1/2" LSLDROPPED2'-1134"8'-314"5'-0" 4'-358"3" UP FROM BOTTOMW/ A 5x5 PSL POST42x42x12 FOOTINGSW/ #5 REBAR 12" O.C.3" UP FROM BOTTOM1'-6"VOID ALLOW FOR18" VOID TOSEWER1'-6"VOID ALLOW FOR18" VOID TOSEWER75 x 36 COUNTER TOPEACH SIDE2-TRIMMERSEACH SIDE2-TRIMMERS(2) 2x10TILE2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDFINISHED ROOM SIZESBEDROOM #5 - CARPETSTAIR - CARPETREC ROOM - CARPETBATH - CTMECHANICAL/STORAGETOTAL201 SF83 SF764 SF84 SF202 SF1,443 SFW.I.C. - CARPET94 SFMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"BASEMENT FIREPLACESCALE: 3/16" = 1'-0"LINE OFLINE OFFIREPLACESHEETROCK1'-5"FinishedFamily Rm.CARPET17'-3"30x60 FLUSHSTEEL BEAM 1'-434"1'-434"3'-6"8'-4"3'-214"6"6'-312"TILEGAS FIREPLACE5'-1012"6'-0"1'-5"5'-234"TILETOCEILING1'-434"3'-6"1'-434"5'-234"SCALE: 3/16" = 1'-0"BASEMENT PLANA-31HOLLYBROOKBASEMENT PLAN8-11-20A-3-WOTWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/DZSCALE: 1/8" = 1'-0"1OCTOBER 16, 20202NOVEMBER 9, 2020NOVEMBER 24, 20203WINDOW & DOOR TRIMALLOW FOR LARGERDECEMBER 10, 20204SmokeCO5UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND263 SFFINISHED ROOM SIZES #1MUD ROOM/W.I.C. - CTGREAT ROOM - CARPETKIT/DINETTE/FOYER/FORMAL DINING - WOOD78 SFSTAIRS - CARPET76 SF661 SFSTUDY - CARPET110 SFBATH - WOOD26 SFHALL/PANTRY - WOOD51 SF(2) 1-3/4"x11 7/8" LSL CONT. HEADER8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL16'x8' O.H. DOOR20" PRE-ENGINEERED1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x6 STUD WALLS @ 16" O.C. W/2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILPOLY VAPOR BARRIER & 1/2" GYP. BD.TYPICAL EXT. WALLINSIDE AND 1/2" SHEATHING - EXT.5/8" TYPE "X" GYP.BD ON ALL WALLSADJACENT TO HOUSEGarage4" CONC. SLABBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGE(2) 9-1/2" LSL6'-0" X 8'-0" PATIODinetteWOODKitchenWOODGASRANGE(3) 2x1030x4836" D.W. 30x48 44'-0"9'-6"13'-3"19'-0"2'-3"48'-0"22'-0" 40'-0"19'-0"11'-0"50'-0"1'-6"16'-0"1'-6"1'-6"8'-0"6'-712"4'-334"7'-912"3'-634" 2'-11"5'-512"3'-712"6'-712"5'-8"5'-9"2'-3"12'-10"26'-6" 7'-0" GIRDER TRUSS GIRDER TRUSS3'-21 2" 1'-0"(2) 2x10(2) 2x10PLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAN THE HOUSE.FULL HEIGHT WALLPLATE HEIGHT 8-1/8"LOWER.ACC4'-914"11'-5"6'-0"5x7 PSL 5x7 PSL4'-2"TOP SIZE 90x4278"x 30"ISLAND4'-2" 5'-93 4" TRUSSES @ 19.2" O.C.UP10"DN5'-1014"4'-10"1'-1114" RAIL 4'-212" 5'-0"10'-914"11'-112"15'-412"THERMOSTAT4'-10"3'-93 4" 32" MTL. DR. S.C.(3)2x10MudRoomCTPantryWOODW.I.C.CT28"28"ROD & SHELFLOCKERS28"BathWOOD26 SF (FLR)FLUSH(2)11-7/8" LSL3'-712"6'-0" 5'-5"9'-1"32" DRYWALLOPNG. (+96")StudyCARPETR & S GreatRoomCARPETFoyerWOOD(3) 2x1036" 6'-012"6'-112"11'-8"8'-10"2'-1012"54" BENCH 5'-1112"(2) 9-1/2" LSLHVACB17'-414"28"24"24"2-2x630x66 SH2-2x611'-7"30x66 SH30x66 SH6'-2"WINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.24X24 24X24 (2) 2x10(2) 2x10 BFLUSH6'-0 "(2) 11-7/8" LSL(2) 2x10 5'-634"12'-2"FormalDining RoomWOOD6'-1"17'-3"10'-7" 5'-31 2" (2) 11-7/8" LSL 57" ARCHEDOPENING(2) 9-1/2" LSLDUCT CHASEB(2) 1-3/4"x7-1/4" LSLPORCH HEADER2'-0" 2'-0" 7'-0"20'-0"1'-6"2'-0"6'-0"2'-0"8'-0"2'-0"6'-0"9'-0"5'-6"20'-6"(2) 1-3/4"x7-1/4" LSL PORCH HEADER 8'-0" 2'-0" (2) 1-3/4"x7-1/4" LSL (2) 1-3/4"x7-1/4" LSL 1'-8"LINE OF SOFFITPorch20" WIDE SOFFITLINE OF 7-1/4" TALL BYSOFFIT INSIDE SHOULD BEFLUSH WITH BOTTOM OFHEADERS.(2) 36X66 MULLEDDROPPEDPORTAL FRAMEPANELACCESSATTIC22x30 9'-4"12'-834"1A6DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)@ HOUSE11'-414"10'-414"(2) 1-3/4"x7-1/4" LSL2'-9716"3'-01116"6'-0"2'-8716"2'-8716"GAS FIREPLACE2A7SBUILT-IN'SBUILT-IN'SBARREL VAULTS.L.14"S.L.14"(2) 9-1/2" LSL - DROPPED3- 2 x 6DRAINFLOORINSTALL MUSTEE #10WALL MOUNT117-1/2" ARCHED OPENING (+96-5/8")(+96-5/8")ACCENTWALL1'-034"90" ARCHED OPENING7'-6"RECYCLEVENTWOODHOODOVENCOMBO1'-512" 1'-114"32"42x66 FIXED2-2x62-2x6B42x66 FIXED42x66 FIXEDW/ MICRO3'-014"11-7/8" TJI JOISTS @ 16" O.C.17 RISERS4 RISERS3 TREADSBUYER'SREQUESTREF.(1) 11-7/8" LSL(1) 11-7/8" LSL(2) 9-1/2" LSL(1) 11-7/8" LSL SHIPLAPACCENTWALLHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"11'-7"30x66 SH(2) 2x10ACCENTWALL2'-134"2'-134"2'-134"2'-134"2'-134"1'-534"USE 1x1 TRIM PIECESFRAME OUT PERIMETERNO BASE ON THIS WALLGLUED & NAILED TO DRYWALL1'-578"1'-578"1'-578"1'-578"1'-514"59°121°FormalDiningHOLLYBROOK A-48-11-20TWO STORY 4 BEDROOM1ST FLOOR PLANSCALE: 3/16" = 1'-0"FIRST FLOOR PLANA-41LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ELEVATION D, E & F DINING ROOM IS STANDARDSCALE: 1/4" = 1'-0"ACCENT WALL DETAILA-421OCTOBER 16, 20202NOVEMBER 9, 2020NOVEMBER 24, 20203WINDOW & DOOR TRIMALLOW FOR LARGERDECEMBER 10, 20204DECEMBER 23, 20205BWPsAbove663.754.56555PFHPFHVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. TYPICAL EXT. WALLINSIDE AND 1/2" SHEATHING - EXT.FIBERGLASS BATT INSULATION 4 MIL2x6 STUD WALLS @ 16" O.C. W/ (R=21)POLY VAPOR BARRIER & 1/2" GYP. BD.TRUSSES @ 24" O.C. PRE-ENGINEERED ROOF HallCarpet1A6PANELACCESSATTIC22x30(2) 36x60 MULLED30"30"30"24"ROD & SHELFW.I.C.CARPET24"ROD & SHELFBedroom #3CARPETBedroom #2CARPETLoftCARPETBedroom #4CARPETW.I.C.CARPET28"ROD & SHELF24"LaundryVINYL46 SF FLRMasterBedroomCARPET8'-912"44'-0"17'-412"11'-612"2'-6"40'-0" 13'-10"9'-5"16'-9" 40'-0"44'-0"7'-1"4'-10"13'-101 4" 2'-214"12'-6"7'-812"5'-412"5'-312"12'-212"W.I.C.CARPETWASHERDRYER6'-0"28"28"28"Jack&JillCT62 SF FLR2'-0"5'-112"5'-312"(2) 9-1/2" LSLDN4'-10"36x6036x60 2'-6" 32" PKT.13'-8"BUMPUP(2) 2x10(2) 2x10 4'-312"AAA5'-612"5'-714"8'-7"11'-8"7'-112"2'-634" 3'-1034" 4'-1112"4'-10"HALF WALL(+42")15'-212"HALF WALL AT 42" TALL11'-034"9'-912"4'-134"9'-134"(2) 9-1/2" LSLAA(3) 30x30 MULLEDFIXED(2) 36"x60"MULLED36x60 (2) 2x10A 2 4 "(2) 2x10(2) 2x10CDCDWINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.TILE ON THE WALL ONE LAYER OFABOVE THE TUBMasterBathC.T.93 SF (FLR)28"6'-314"48x48 FIX.(2) 2x106'-312"3'-134"5'-312"7'-312"3'-134"3'-9"A3'-312"TEMP.4'-134"DOOR WIDTH @FRAME RO FOR50-1/2"28" PKT8'-11" LINEN 6'-312"2'-134"VALVE72"x36"SLIDE IN TUB60x34CT WALLS & BASE28" DOOR & PANELFRAMELESS DOOR25" SINK W/ 32"BASE CABINETACCENTWALL13'-1"ELEC.VAULT 4:12 VAULT 4:12 8'-05 8"60X30 CAST IRON TUBW/CT WALLS TO 8'(2) SHELVES@ 4' & 5'ROD & SHELF3'-712"BathCT28 SF FLR28" PKT 3'-414"(2) SHELVES@ 4' & 5'1'-0"28"48X34 FIB. BASEC.T. WALLS - 8'RC-1 CHANNEL INSTALLED @ LOFT AREA28"28"SSSSSSEACH SIDE2-TRIMMERS(2) 9-1/2" LSL2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"327 SFFINISHED ROOM SIZESHALL/LOFT - CARPETMASTER BEDROOM/W.I.C.- CARPETMASTER BATH - CT336 SF143 SFJACK & JILL - CT80 SFLAUNDRY - VINYL46 SFBEDROOM #2 - CARPET183 SFBEDROOM #3 - CARPET185 SFBEDROOM #4 - CARPET242 SFFLOORING TOTALS ON FLOOR PLANJR SUITE BATH - CT46 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"NO BASE ON THIS WALL16'-9"ACCENTWALLVAULT4:12VAULT4:128'-114"412MasterBedroom2'-3"2'-3"2'-3"2'-3"2'-3"2'-3"1'-1112"1014"1'-3"OPTION #22'-3"1'-234"1'-234"1'-1112"1'-1112"USE 3/4"x1" TRIM PIECESFRAME OUT PERIMETERGLUED & NAILED TO SCALE: 3/16" = 1'-0"SECOND FLOOR PLANA-51HOLLYBROOKA-5SECOND FLOOR8-11-20TWO STORY 4 BEDROOMPLAN/ DZLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 16, 20202NOVEMBER 9, 2020NOVEMBER 24, 20203SCALE: 3/16" = 1'-0"ACCENT WALL @ MASTERA-42WINDOW & DOOR TRIMALLOW FOR LARGERDECEMBER 10, 20204-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 5/8" TYPE "X" GYP. BD.OR 1/2" SAG-RESISTANT11-7/8" TJI JOISTSSEE FRAMING PLANGLUED AND NAILED3/4" OSB FLOOR SHEATHING4" CONCRETE SLABELEV. 105'-0"ELEV. 109'-0"T.O. FTG.AS REQUIREDDIAG. WIND BRACINGT.O. 4" CURBPRESSURE TREATED 2x6 SILLPLATE W/ SILL SEAL INSUL. &1/2" ANCHOR BOLTS AT 6'-0" O.C.BEYONDGarageCONCRETE STEP1/2" GYP. BD. OVER4 MIL POLY V.B.MechanicalStorage4" CONCRETE SLABR-49 ROOF INSULATION1'-8"9'-11 8"34"OF 6" FROM GRADE9'-0" WALLS - (1) 2x6 TOP PLATE PRESSURE TREATED 2x6SILL PLATE(S) W/ SILLSEAL INSUL. & 3/8" ANCHOR9'-0"TOP OF FOOTINGSTRAPS @ 24" O.C.ELEV. 100'-0"ELEV. 109'-0"ELEV. 110'-10-1/4"TO BOTTOM OF TOP OF 8" CONC.MAINTAIN A MIN. CL.SIDING8'-11 8"34" 1178"1ST FLOOR2ND FLOORELEV. 121'-0"TOP OF PLATEELEV. 119'-11-3/8"ELEV. 129'-1-1/8"2ND FLOOR CLG.TRUSSES @ 24" O.C.PRE-ENGINEERED ROOFBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLStudyFoyerBedroom #2SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION20" FLOOR TRUSSES BEYONDLoftBedroom #3818" 10'-314"1'-6"112"BathDUCTSPACE3/4" OSB FLOOR SHEATHINGGLUED AND NAILED20" FLOOR TRUSSES10'-512" 8'-5"@ GARAGEELEV. 119'-3-1/4"TOP OF PLATEMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"SCALE: 3/16" = 1'-0"BUILDING SECTIONA-61A-6SECTIONHOLLYBROOK TWO STORY 4 BEDROOM8-11-20/DZLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 16, 20202NOVEMBER 9, 2020NOVEMBER 24, 20203DECEMBER 10, 20204 8'-118"9'-0" WALLS - (1) 2x6 TOP PLATE 4" CONCRETE SLAB8" x 20" CONC. FTG'S1/2" ANCHOR BOLTS @ 6'-0" O.C.PLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL9'-112"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-11-3/8"ELEV. 121'-0"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-10-1/4"1ST FLOOR9'-118"1'-8"34" 34" 1178"ELEV. 129'-1-1/8"2ND FLOOR CLG.WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-8" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 20" FLOOR TRUSSESBOISE RIM BOARD1-1/8" OSB RIM BOARD1/2" EXTERIOR SHEATHING2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 11-7/8" TJI JOISTS @ 16" O.C.BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-7PROOFINGPROOFINGTYPICAL UNLESS NOTEDOTHERWISEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.OR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.MIN. 6" ENERGY HEALSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONR-20 SPRAY FOAM @ RIMR-20 SPRAY FOAM @ RIM(R-20)5,000 LB. FOOTINGSTRENGTH MIX3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYDUCTSPACE10'-512"3/4" OSB FLOOR SHEATHINGGLUED AND NAILED3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD80 SQUARE FEET UNPROTECTEDPROTECTION TO@ 6'-0" O.C.TO BOTTOM OF SIDINGRIGID METAL FLASHING INSTALLED BY SIDER6" BELOW GRADE1/2" ANCHOR BOLTSMAINTAIN A MIN. CL.OF 6" FROM GRADE1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISESHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESELEV. 100'-0"TOP OF FOOTINGELEV. 119'-11-3/8"TOP OF PLATEELEV. 110'-10-1/4"1ST FLOORELEV. 129'-1-1/8"2ND FLOOR CLG.8'-5"9'-118"7'-0"6'-1114"2'-6"ELEV. 105'-0"TOP OF FOOTING20" FLOOR TRUSSESSEE TRUSS SPECS4" CONCRETE SLABHOUSE FOOTINGBEYONDGARAGEFOOTINGTOP OF 8" CONC.ELEV. 109'-0"TOP OF 6" CONC.ELEV. 109'-8"GARAGE PLATEDOWN 8-1/8" FROMFIRST FLOOR PLATEELEV. 119'-3-1/4"GARAGE PLATEELEV. 121'-0"2ND FLOORGarageLoft712GRADE LINEBEYONDCOLUMN & PORCHBEYONDROOF LINESBEYONDBASED ON9-1/16" HEEL1212A-7SECTIONSCALE: 1/4" = 1'-0"WALL SECTIONA-71HOLLYBROOK TWO STORY 4 BEDROOM8-11-20/ DZLAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670SCALE: 1/4" = 1'-0"GARAGE SECTION THROUGH LOFT WINDOWA-721OCTOBER 16, 20202NOVEMBER 9, 2020NOVEMBER 24, 20203DECEMBER 10, 20204 ‹&GUETKRVKQP&CVG4GXKUKQP2TQLGEV0WODGT&CVG55JGGVUQH2TKPV0COG5KIPGF.KEGPUG0WODGT0KEM*CPUQP&CVG+JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC;QWPIHKGNF*QOGU+PE&QFF$QWNGXCTF.CMGXKNNG/0*QNN[DTQQM/QFGN'NGXCVKQPU&' ()CTCIG.GHV/KPPGUQVC%QPUVTWEVKQP-KNOGT.CPG05WKVG2N[OQWVJ/06GNÄÄYYYJCPUQPITQWROPEQO2.#055*190.+)*6+0$#%-)4170&#4'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)4172ž5&'5+)02156Ä+056#..'&*1.&190126+105(4#/+0)&'6#+.5(4#/+0)&'6#+.)#4#)'(41062146#.(4#/'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.žÄ01661':%''&žÄ(#56'06122.#6'61*'#&'4Y  4195F5+0-'40#+.5"1%  ZZ$'#4+0)567&   ZZ(7..*'+)*6567&'#%*'0&1(*'#&'4.1%#6'2#0'.,1+069+6*+0žÄ(41/%'06'41(*'#&'4*'+)*6#54'3ž& Z51.+&$.1%-+0)4'37+4'&#65*'#6*+0),1+06  ZZ$'#4+0)567&5/+0 8'4+(;Y5722.+'4 2418+&'ZZ+0(+..9#..#$18'*'#&'4#54'3ž&5+/251056*&'/$'&&'&*1.&190#0%*14#6.1%#6+1055*190 4'('4615(14#.6'40#6+8'126+105 (170&#6+109#..$'.19.'0)6*1(%106+07175*'#&'4Œ#0%*14$1.6 /+0'/$'& YZZ2.#6'9#5*'40#+.5*'#6*+0)61*'#&'4YF0#+.5"1%'#9#;6;25/#..*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5 0#+.5*'#6*+0)#4170&2'4+/'6'4Y  4195F0#+.5"1%56#))'4'& 612.#6'5$.1%-+0)"1% 5+/2510/56%564#210+05+&'(#%'1(9#.. 2418+&'52#%'461(.75*176*'#&'4619#..567&6*+%-0'55 (#56'0-+0)567&61*'#&'4Y  4195F5+0-'40#+.5"1%.#4)'*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5Y56#0&#4&0#+.+0)2418+&'(#56'0+0)1(#$18'(4#/+0)'37#.616*#6&'6#+.'&(14$4#%'&9#..2#0'.5%106+07175.5..8.*'#&'46157221468'46+%#..1#&5$;5722.+'4 /+09+&6* /+0&'26*4'3ž& žÄžÄ%10%4'6'(170&#6+10$'.195+/2510*66*1.&190#0%*14#6.1%#6+1055*190YŒZ.10)5+/25106+6'0*&5%4'9Ä+0#0%*14%12;4+)*6*#0510)4172..%$4#%'&9#...+0'$4#%'& 9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 722'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0/#+0.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#02#46+#..19'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#06*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;619#.-176(170&#6+1056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;61.11-176(170&#6+105$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 Ä(6 $#6*411/126+10 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 $4#%'& 9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 %105647%62146#.(4#/'#55*190+05$#6*411/126+10 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 /CTEJÄÄ6*+55*''654'24'5'065#%1/2.'6'&'5+)01(6*'/#+09+0&(14%'4'5+56+0)5;56'/(146*''06+4'4'5+&'06+#.5647%674'6*'.1%#6+10#0&.'0)6*1('#%*$4#%'&9#..2#0'.#0&'0)+0''4'&9+0&4'5+56+0)'.'/'066*#6+54'37+4'&(146*'*#0510)4172ž5&'5+)0+55*190106*'5647%674#.&4#9+0)59#..501652'%+(+%#..;.#$'.'&106*'2.#05/#;$'56#0&#4&(4#/+0)5'%6+1055*190&'2+%6%100'%6+1051($4#%'&9#..2#0'.561411(64755'5#$18'61,1+56564755'5$.1%-+0)#$18'#0&61,1+56564755'5$.1%-+0)$'.196*'5'2#0'.5#4'0160'%'55#4+.;4'37+4'&61#.+)0$76/#;&'2'0&+0)102.#0.#;176411(64755'5$4#%'&9#..2#0'.(.#6Z"1% /+0  2'4$4#%'&9#..2#0'. 5+/2510#(4#/+0)#0).''#%*'0&  ŒZ0#+.52418+&'9+&6*9'$56+(('0'4(14#66#%*/'061((4#/+0)#0).'$4#%'&9#..2#0'.  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52(01)4#&'14$'66'4&+/'05+10#..7/$'452(01)4#&'14$'66'464'#6'&.7/$'45;201)4#&'14$'66'4.5.9+&6*Ä'14$'66'4.8.9+&6*Ä'14$'66'4.1#&5411(5019.1#&Ä25(411(&'#&.1#&25((.114.+8'.1#&25((.114&'#&.1#&25(9+0&.1#&/2*7.6+/#6'':2$%1&'/+00'516#4'5+&'06+#.%1&'5%12'&'5+)0#0&&'6#+.1(6*'/#+09+0&(14%'4'5+56+0)5;56'/(14#5+0).'Ä(#/+.;4'5+&'0%'%105647%6+10+561$'+0#%%14&#0%'9+6*6*+5&1%7/'0656#0&#4&+0&7564;24#%6+%'#0&6*'%1&'016'56*'5'&1%7/'065#22.;615647%674#.10.;4'('461%105647%6+10&1%7/'065(14/14'+0(14/#6+10#..':6'4+149#..5#4'61$'%105647%6'&+0#%%14&#0%'9+6*6*'(1..19+0)%4+6'4+#7019*+%*/''6514':%''&56*'4'37+4'/'0651(%1&'5'%6+104Ä952#0&%5Ä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ŒZ61'0#+.5%411(5*'#6*+0)5647%674#.2#0'.5*'#6*+0)YF%1//100#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)#.10).'0)6*1(9#..5.#29#..6122.#6'5#/+0+/7/1(#0&(#56'061)'6*'49+6*  ŒZ+0.#2<10'#6%140'45#0&+06'45'%6+105.#22.#6'5#0&2418+&'  ŒZ(#%'0#+.5%100'%6+10501652'%+(+%#..;016'&#4'61$'+0#%%14&#0%'9+6*%1&'6#$.'4  6#..911&9#..(4#/+0)+561$'&'5+)0'&$;5722.+'4(14)4#8+6;#0&176Ä1(Ä2.#0'9+0&.1#&56*''064;214%*+5%105+&'4'&61$'#24+/#4+.;12'0010Ä'55'06+#.2146+101(6*'5647%674'#0&+5':%.7&'&(41/6*'18'4#../#+09+0&(14%'5;56'/1(6*'*1/'2418+&'%1&'4'37+4'&72.+(6%100'%6+105#6#..21565#0&6'05+10%100'%6+105#6.'&)'45 Products PlotID Length Product Plies Net Qty 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1 2-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 2 Wall Framing PlotID Length Product Plies Net Qty 3-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 2-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-9.5" LSL-4' 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 3-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 3 3 3-2x10-3' Flush W8x67 Steel Beam 5x5 PSL 2-2x10-5' 15,020# 2-9.5" LSL-4' 2-9.5" LSL-4'2-9.5" LSL-8'3-9.5" LSL-12' 2-9.5" LSL-4' 2 Trimmers ← Floor Trusses →2 Trimmers Customer:Job Name:Address/Lot:Youngfield HomesAngerhofer19050 Ivorra CourtCity, State:Lakeville, MNPlan/Model #:Hollybrook CustomJob Number:24496Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:12/3/2020Revised By:Jeff D.Revision Date:12/7/2020Revision #:2SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson HHUS48 22- 16d common - 8- 16d double shear No H2 1 Simpson HU9 18- 10d common - 6- 10d x 1-1/2 No H3 11 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - No H4 20 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty F40' 40' 0" 11 7/8" TJI 210 joist 1 8 F28' 28' 0" 11 7/8" TJI 210 joist 1 8 F24' 24' 0" 11 7/8" TJI 210 joist 1 5 F18' 18' 0" 11 7/8" TJI 210 joist 1 14 F16' 16' 0" 11 7/8" TJI 210 joist 1 3 F14' 14' 0" 11 7/8" TJI 210 joist 1 2 F12' 12' 0" 11 7/8" TJI 210 joist 1 4 F4' 4' 0" 11 7/8" TJI 210 joist 1 5 TJI Blocking 2' 1 3/4" 11 7/8" TJI 210 joist 1 1 5x7 PSL 10' 0" 5 1/4" x 7" 1.8E Parallam PSL 1 2 2-11.875" LSL-20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 1-11.875" LSL-18' 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 2-11.875" LSL-14' 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 2-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 2-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 1-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2 2-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 2-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 2-7.25" LSL-10' 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 6 2-7.25" LSL-8' 8' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 12 Wall Framing PlotID Length Product Plies Net Qty 2-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 2-2x10-9' 9' 0" 2 x 10 SPF No.1/No.2 2 2 3-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 3 3 3-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 8 Start Joist Layout Here. 16" o/c CS CS CS CS 2-2x10-3'2-9.5" LSL-12'2-2x10-3'2-9.5" LSL-8'2-2x10-3'2-2x10-3'2-9.5" LSL-8'3-2x10-6' 3-2x10-4' 2-11.875" LSL-6' 2-9.5" LSL-10' 2-11.875" LSL-12' 2-11.875" LSL-20'2-7.25" LSL-10'2-9.5" LSL-12' Girder Truss Girder Truss2-11.875" LSL-14'1-11.875" LSL-6'RimRimRim Rim RimRimRimF12'Rim Rim Rim2-7.25" LSL-10'1-11.875" LSL-18'2-7.25" LSL-8'1-11.875" LSL-6'5x7 PSL5x7 PSL 2-2x10-9'1' 10" TJI Blocking 10"1' 0" 10" 2' 0" 8" 8"1' 0" 2-9.5" LSL-10' Squash Blocking 2-7.25" LSL-10' H2 UndesignedH1 10"1' 0" 10" F40' 16" O.C. F28' 16" O.C. F28' 16" O.C. F18' 16" O.C. F18' 16" O.C. F12' 16" O.C. F16' 16" O.C. F24' 16" O.C. F4' 16" O.C. F14' 16" O.C. H4 H4 H3 H3 H3 Floor TrussesCustomer:Job Name:Address/Lot:Youngfield HomesAngerhofer19050 Ivorra CourtCity, State:Lakeville, MNPlan/Model #:Hollybrook CustomJob Number:24496Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:12/3/2020Revised By:Jeff D.Revision Date:12/7/2020Revision #:2SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Wall Framing PlotID Length Product Plies Net Qty 2-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 2-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 7 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-4'2-9.5" LSL-8'2-2x10-4'2-2x10-3'2-2x10-3'2-2x10-4'2-9.5" LSL-10'2-9.5" LSL-8' 2-2x10-5' 2 Trimmers Customer:Job Name:Address/Lot:Youngfield HomesAngerhofer19050 Ivorra CourtCity, State:Lakeville, MNPlan/Model #:Hollybrook CustomJob Number:24496Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:12/3/2020Revised By:Jeff D.Revision Date:12/7/2020Revision #:2SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. 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The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (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 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11‐1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila‐ tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation ‐ A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con‐ tinuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 16411 ABERDEEN ST NE,HAM LAKE, MN 55304 2 Section B Ventilation Method (Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov‐ ery Ventilator) – cfm of unit in low must not exceed continuous venti‐ lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions ‐ Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions ‐ The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions ‐ Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. 3 Section E Make‐up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make‐up air: Determined from make‐up air opening table Cfm Size and type (round, rectangular, flex or rigid) Directions ‐ In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make‐up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (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 appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may 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. 4 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter 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 w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. 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. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E‐1) Size and type Other, describe: Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 5 Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. 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 combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or 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 L x W x H L W H 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. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) 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 (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan‐assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA 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. 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 = 1 ‐ __________________=__________________ 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 Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA =___________________/ 3000 Btu/hr per in2 =_____________________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 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 6 IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre‐1994 1994 to present Pre‐1994 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 1,675 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 10,783 210,000 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 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 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. 2. This 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. HVAC Load Calculations for Country Joe Homes 19050 Ivorra Ct Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Wednesday, November 11, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Wednesday, November 11, 2020 Client Name:Country Joe Homes Client Address:19050 Ivorra Ct Client City:Lakeville, MN 55044 Company Name:Air Mechanical Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%74 37 Check Figures Total Building Supply CFM:1,388 CFM Per Square ft.:0.299 Square ft. of Room Area:4,646 Square ft. Per Ton:1,318 Volume (ft³):30,090 Building Loads Total Heating Required Including Ventilation Air:81,881 Btuh 81.881 MBH Total Sensible Gain:32,860 Btuh 78 % Total Latent Gain:9,456 Btuh 22 % Total Cooling Required Including Ventilation Air:42,316 Btuh 3.53 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\scarley\Desktop\19050 Ivorra Ct.rh9 Wednesday, November 11, 2020, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.370 AC/hr 0.190 AC/hr 186 CFM 95 CFM Infiltration Actual:0.318 AC/hr 0.022 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 30,090 X 30,090 9,576 Cu.ft./hr 660 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:160 CFM 11 CFM Total Building Ventilation:95 CFM 95 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.370 AC/hr (186 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (95 CFM), Construction: Average C:\Users\scarley\Desktop\19050 Ivorra Ct.rh9 Wednesday, November 11, 2020, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 3.53 1,318 4,646 32,860 9,456 42,316 81,881 896 1,388 1,388 System 1 3.53 1,318 4,646 32,860 9,456 42,316 81,881 896 1,388 1,388 12x19 Ventilation 1,419 2,344 3,763 8,821 Supply Duct Latent 520 520 Return Duct 1,807 520 2,327 6,141 Humidification 5,440 Zone 1 4,646 29,634 6,072 35,706 61,479 896 1,388 1,388 12x19 1-Lower Level 1,443 6,620 1,430 8,050 14,905 217 310 310 3--7 2-Main Level 1,443 12,135 2,528 14,663 23,379 341 569 569 6--6 3-Upper Level 1,760 10,879 2,114 12,993 23,195 338 510 510 5--7 C:\Users\scarley\Desktop\19050 Ivorra Ct.rh9 Wednesday, November 11, 2020, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size Reg Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 386.8 217 310 310 3--7 2-Main Level Built-In 0 750 0.01 0.1 482.6 341 569 569 6--6 3-Upper Level Built-In 0 750 0.01 0.1 381.4 338 510 510 5--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 876.8 896 1,388 1,388 12x19 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:896 Cooling Flow:1388 C:\Users\scarley\Desktop\19050 Ivorra Ct.rh9 Wednesday, November 11, 2020, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4a: Glazing-378.8 9,555 0 6,851 6,851 4agdoor: Glazing-84 2,120 0 1,412 1,412 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05, above grade U-value 0.083 992 4,315 0 0 0 12F-0bw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.065 2703.2 15,287 0 1,688 1,688 16B-44: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation, U-value 0.022 1760 3,369 0 1,897 1,897 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide, U-value 0.027 1443 3,390 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 317 965 0 100 100 Subtotals for structure:40,518 0 12,384 12,384 People:6 1,200 1,380 2,580 Equipment:4,600 7,600 12,200 Lighting:1700 5,797 5,797 Ductwork:12,282 1,040 3,615 4,655 Infiltration: Winter CFM: 160, Summer CFM: 11 14,820 272 164 436 Ventilation: Winter CFM: 95, Summer CFM: 95 8,821 2,344 1,419 3,763 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 14.83 gal/day :5,440 0 0 0 AED Excursion:0 0 501 501 Total Building Load Totals:81,881 9,456 32,860 42,316 Check Figures Total Building Supply CFM:1,388 CFM Per Square ft.:0.299 Square ft. of Room Area:4,646 Square ft. Per Ton:1,318 Volume (ft³):30,090 Building Loads Total Heating Required Including Ventilation Air:81,881 Btuh 81.881 MBH Total Sensible Gain:32,860 Btuh 78 % Total Latent Gain:9,456 Btuh 22 % Total Cooling Required Including Ventilation Air:42,316 Btuh 3.53 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\scarley\Desktop\19050 Ivorra Ct.rh9 Wednesday, November 11, 2020, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,443.0 sq.ft.Supply Air:310 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.6 AC/hr Volume:11,544 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:23 CFM Runout Air:103 CFM Percent of Supply.:7 % Runout Duct Size:7 in.Actual Summer Vent.:21 CFM Runout Air Velocity:387 ft./min.Percent of Supply:7 % Runout Air Velocity:387 ft./min.Actual Winter Infil.:18 CFM Actual Loss:0.076 in.wg./100 ft.Actual Summer Infil.:1 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 44 X 8 - Abv. grade U-value 0.083 352 0.050 4.4 1,531 0.0 0 0 E -Wall-15B0-10sf-8 40 X 8 - Abv. grade U-value 0.083 320 0.050 4.4 1,392 0.0 0 0 S -Wall-12F-0bw 44 X 8 245 0.065 5.7 1,385 0.6 0 153 W -Wall-15B0-10sf-8 40 X 8 - Abv. grade U-value 0.083 320 0.050 4.4 1,392 0.0 0 0 S -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 16.8 0 294 S -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 S -Gls-4a shgc-0.28 0%S (2)25 0.290 25.2 630 16.8 0 420 S -Gls-4a shgc-0.28 0%S 22.5 0.290 25.2 568 16.8 0 378 Floor-21A-20 1 X 1443 1443 0.027 2.3 3,390 0.0 0 0 Subtotals for Structure:11,790 0 1,951 Infil.: Win.: 17.5, Sum.: 1.2 352 4.619 1,626 0.051 30 18 Ductwork:1,489 404 AED Excursion:112 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:14,905 1,430 6,620 C:\Users\scarley\Desktop\19050 Ivorra Ct.rh9 Wednesday, November 11, 2020, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,443.0 sq.ft.Supply Air:569 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.6 AC/hr Volume:12,987 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:36 CFM Runout Air:95 CFM Percent of Supply.:6 % Runout Duct Size:6 in.Actual Summer Vent.:39 CFM Runout Air Velocity:483 ft./min.Percent of Supply:7 % Runout Air Velocity:483 ft./min.Actual Winter Infil.:75 CFM Actual Loss:0.146 in.wg./100 ft.Actual Summer Infil.:5 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 44 X 9 307 0.065 5.7 1,736 0.6 0 192 E -Wall-12F-0bw 40 X 9 350 0.065 5.7 1,979 0.6 0 218 S -Wall-12F-0bw 44 X 9 286.2 0.065 5.7 1,619 0.6 0 179 W -Wall-12F-0bw 40 X 9 310.8 0.065 5.7 1,757 0.6 0 194 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Gls-4a shgc-0.28 100%S (2)33 0.290 25.2 832 9.4 0 310 N -Gls-4a shgc-0.28 100%S (2)14 0.290 25.2 354 9.4 0 132 E -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 30.2 0 302 S -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 16.8 0 168 S -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 S -Gls-4a shgc-0.28 0%S (3)57.8 0.290 25.2 1,458 16.8 0 969 W -Gls-4a shgc-0.28 0%S (2)8 0.290 25.2 202 30.3 0 242 W -Gls-4a shgc-0.28 0%S (3)41.2 0.290 25.2 1,041 30.3 0 1,248 Subtotals for Structure:14,059 0 5,296 Infil.: Win.: 75.2, Sum.: 5.2 1,512 4.620 6,985 0.051 128 77 Ductwork:2,335 740 AED Excursion:205 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:23,379 2,528 12,135 C:\Users\scarley\Desktop\19050 Ivorra Ct.rh9 Wednesday, November 11, 2020, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 Detailed Room Loads - Room 3 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,760.0 sq.ft.Supply Air:510 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.2 AC/hr Volume:14,080 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:36 CFM Runout Air:102 CFM Percent of Supply.:7 % Runout Duct Size:7 in.Actual Summer Vent.:35 CFM Runout Air Velocity:381 ft./min.Percent of Supply:7 % Runout Air Velocity:381 ft./min.Actual Winter Infil.:67 CFM Actual Loss:0.074 in.wg./100 ft.Actual Summer Infil.:5 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 44 X 8 303.2 0.065 5.7 1,715 0.6 0 189 E -Wall-12F-0bw 40 X 8 290 0.065 5.7 1,640 0.6 0 181 S -Wall-12F-0bw 44 X 8 291 0.065 5.7 1,646 0.6 0 182 W -Wall-12F-0bw 40 X 8 320 0.065 5.7 1,810 0.6 0 200 N -Gls-4a shgc-0.28 100%S (2)30 0.290 25.2 756 9.3 0 280 N -Gls-4a shgc-0.28 100%S (3)18.8 0.290 25.2 474 9.4 0 177 E -Gls-4a shgc-0.28 0%S (2)30 0.290 25.2 756 30.2 0 906 S -Gls-4a shgc-0.28 0%S (3)45 0.290 25.2 1,134 16.8 0 756 S -Gls-4a shgc-0.28 0%S 16 0.290 25.2 404 16.8 0 269 UP-Ceil-16B-44 1760 X 1 1760 0.022 1.9 3,369 1.1 0 1,897 Floor-20P-30 1 X 317 317 0.035 3.0 965 0.3 0 100 Subtotals for Structure:14,669 0 5,137 Infil.: Win.: 66.9, Sum.: 4.6 1,344 4.620 6,209 0.051 114 69 Ductwork:2,317 663 AED Excursion:184 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:23,195 2,114 10,879 C:\Users\scarley\Desktop\19050 Ivorra Ct.rh9 Wednesday, November 11, 2020, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,443 14,905 217 3-7 387 6,620 1,430 310 310 2 Main Level 1,443 23,379 341 6-6 483 12,135 2,528 569 569 3 Upper Level 1,760 23,195 338 5-7 381 10,879 2,114 510 510 Ventilation 8,821 1,419 2,344 Humidification 5,440 Duct Latent 520 Return Duct 6,141 1,807 520 System 1 total 4,646 81,881 896 32,860 9,456 1,388 1,388 System 1 Main Trunk Size:12x19 in. Velocity:877 ft./min Loss per 100 ft.:0.102 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.53 78% / 22%32,860 9,456 42,316 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency:0 AFUE 0 SEER Sound:0 0 Capacity:0 Btuh 0 Btuh Sensible Capacity:n/a 0 Btuh Latent Capacity:n/a 0 Btuh C:\Users\scarley\Desktop\19050 Ivorra Ct.rh9 Wednesday, November 11, 2020, 10:15 AM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 11/11/2020 Mailing Address of the Dwelling or Dwelling Unit City 19050 Ivorra Ct Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Rim Joist (2nd Floor+)R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 X Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Westinghouse BRYANT Powered Model 912SD60100 WEG100C2X045 BA13NA048 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:100,000 Capacity in Gallons: 100 Output in Tons:4 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 81,881 32,860 42,316 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct 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 Not required per mech. code Select Type RENEW AIRE EV-200 (BALANCED)Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 100 High:200 Location of duct or system: Balanced Ventilation capacity in cfms:FLEX MECH ROOM Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " FLEX OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct 12/21/2020XKP