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LA185027 19008 Inndale Dr Permit Pack
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: 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 FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION8'-4" TALL FOUNDATION WALLSFIRST FLOORTOTAL3,272 SF1,458 SF--GARAGEBASEMENTFLOOR AREAFINISHED--698 SF1,458 SFUNFINISHEDSECOND FLOOR1,814 SF200 AMP SERVICELOOKOUTGARAGE LEFTPRESERVE OF LAKEVILLELOT 2, BLOCK 619008 INNDALE DRIVESIDEWALK96 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,340 SF661 SFINVENTORY HOME2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"5'-6"DLAKEVILLE, 55044NOTED 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 SUPPLIER6'-11-3/8"2018 BUILDING CODE2015 ENERGY CODET.O. RIM6x6 POST12" CONC. PIER1x6 LP TRIM1x6 LP TRIM2'-0"T.O. FTG.VARIEST.O. WALLSCALE: 3/4" = 1'-0"COLUMN #2 - 14" STRAIGHT1'-4"5/4" CEDAR DECKINGALUMINUM SOFFIT2 X 10 DROPPEDHEADER2x8 DECK JOISTCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEELEV. 107'-0"1'-2"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"Great RoomCARPET17'-412"2'-9116"6'-0"24x24 FIXED3'-1516"2'-9116"2'-9116"B1'-5"5'-258"16'-834"5'-258"1'-434"1'-434"3'-6"9'-118"3'-214"SHEETROCK6'-312"LINE OFLINE OFFIREPLACESHEETROCK4'-518"4'-8"4'-8"FIRST FLOOR FIREPLACE SCALE: 1/4" = 1'-0"5'-258"5'-258"GAS FIREPLACETILE1'-5"B6"24x24 FIXED2'-7516"2'-7516"2'-7516"2'-7516"LINE OF MANTLESTANDARD BOX MANTLEEDGE TO EDGE ON SHEETROCK4'-0"6'-0"SIDEWALK96 SF4'-0"GarageROD & SHELFPorch6'-0"7'-6"3'-6"2'-6"20'-634"SPRINGFIELD TWO STORY 4 BEDROOMA-0COVER SHEET8-12-20LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 9, 2020SCALE: 1/2" = 1'-0"2SEPTEMBER 24, 2020OCTOBER 6, 20203Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode10/14/2020dmathews 5-1/2" TRIMBOARD10" FRIEZEBOARDST.O. FTG.EL. 104'-4"BOARD & BATTEN1'-0"10121'-6"1'-6"EL. 109'-6-1/8"TOP OF FTGEL.100'-0"1ST FLOORELEV. 120'-4"ELEV. 128'-5-1/8"TOP OF PLATE2ND FLOOR1012812BUILD OUT THISAREA BY 6"10" FRIEZEBOARDSBOARD & BATTEN2'-6"12" RAKE18" RAKE12" RAKEBOARD & BATTEN RETURNS5:121'-0"4'-0"BL24268" TRIM BD6'-10"DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)8" TRIM BD5-1/2" TRIMBOARD1'-0"LINE OF SECONDFLOOR EXT. WALL1'-6"4'-0"SILL HEIGHT TO MATCHTHE (2) 30x60 MULLEDWINDOW UNIT ONADJACENT STAIR WALLBOARD & BATTEN RETURNS4-1/2" BETWEENWINDOWS8'-0"5'-614" 8'-41 8"10" TRIMHARDIE ON ALL 4 SIDESSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTUREBOARD & BATTENHARDIE SKIRT BOARDADDRESS6" FRIEZE BOARD42 " DOORFRONT ELEVATION BSCALE: 3/16" = 1'-0"1A-1SPRINGFIELD A-1BELEVATION8-12-20FRONT4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 9, 20202SEPTEMBER 24, 2020OCTOBER 6, 20203 1ST FLOORELEV. 100'-0"TOP OF FTG.ELEV. 109'-6-1/8"T.O. 8" CONC.ELEV. 103'-6"1'-6"1'-6"1'-6"10128122ND FLOOR1'-6"812ELEV. 128'-5-1/8"TOP OF PLATEELEV. 120'-4"VARIES121012812HARDIE ON ALL 4 SIDES1ST FLOORELEV. 100'-0"TOP OF FTG.ELEV. 109'-6-1/8"1ST FLOORELEV. 100'-0"TOP OF FTG.ELEV. 109'-6-1/8"ELEV. 103'-6"T.O. 8" CONC.TOP OF 8" CONC.EL.103'-6"VENTSROOF1'-0"10121'-6"10122ND FLOOR1ST FLOORELEV. 128'-5-1/8"TOP OF PLATEELEV. 120'-4"ELEV. 109'-6-1/8"1'-6"8122ND FLOOR1'-0"812ELEV. 128'-5-1/8"TOP OF PLATEELEV. 120'-4"1'-6"5128128" TRIM BDGAS F.P.VENT8'-0" 2'-21 2"HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES3'-6"10 ROOF VENTS10:1210:12 VARIES10:128:128:128:128:128:128:1210:12 5:12LINE UP WITH PEAK 10:12SCALE: 3/32" = 1'-0"LEFT ELEVATIONA-23SPRINGFIELDELEVATIONS8-12-20TWO STORY 4 BEDROOM SCALE: 3/32" = 1'-0"REAR ELEVATIONA-21RIGHT ELEVATIONSCALE: 3/32" = 1'-0"2A-2LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670ROOF PLANSCALE: 3/32" = 1'-0"4A-2A-2-LO1SEPTEMBER 9, 20202SEPTEMBER 24, 2020OCTOBER 6, 20203 8" x 20" - TYPICALCONCRETE FOOTINGS5,000 LB. FOOTINGSTRENGTH MIX8" x 20" - TYPICALCONCRETE FOOTINGSSUMP@ 108'-4" ELEV. POUREDUSE (1) 2 x TOP PLATEMechanicalStorage4" CONC. SLAB258 SFFURN.EL. 100'-0"T.O. FTG.T.O. 8" WALLEL. 108'-4"T.O. SLABEL. 100'-4"FutureRec Room4" CONC. SLABEL. 100'-0"T.O. FTG.EL. 100'-4"T.O. 4" CURB8'-4" WALLSWALLS (TYPICAL)2'-6" x 2'-6" x 12" CONC.FTG. W/ (3) #5 EA. WAYEL. 100'-0"T.O. FTG.32"6" CURB W/ CONC.FOOTING FOR 2x6BEARING WALL ABOVE8'-4" TALL FOUNDATION WALLS1A63'-1012"8'-0"17'-312"StairsHANDRAIL4'-4"5'-412"10"3"8'-212"10'-6"28"22'-0"19'-0"11'-0"16'-3" M.O.1'-412"8'-3" M.O.1'-412"2'-0"1'-412"1'-412"20'-0"START SLAB AT TOPOF WALL AT BACK OFOF WALL AT BACK OFGARAGE18'-0" 10'-914"9'-234"24'-0"6'-0"1'-0"44'-0"61'-6"9'-6"2'-0" 38'-0" 3'-6"3'-414"FutureBath4" CONC. SLAB5'-412"LINEN28"VARIEST.O. SLABUnexcavated4" CONC. SLABT.O. FTG.EL. 107'-8"T.O. 8" WALLEL. 104'-4"T.O. FTG.T.O. 6" CURBEL. 108'-4"EL. 104'-4"SLOPE SLAB FOR DRAINAGEC.J.EL. 107'-8"T.O. 8" WALLT.O. 6" CURBEL. 108'-4"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDT.O. FTG.T.O. 6" CURBEL. 108'-4"EL. 104'-4"DROPPEDFutureBedroom4" CONC. SLAB30"30"30"T.O. 8" WALLT.O. FTG.EL. 100'-0"DROPPED(2) 2x10SIMPSON ANCHOR BOLT LBOLT62140FOR BRACED WALL PANEL REQUIREMENTS58'-978"3 5 ' - 9 51 6 "58'-158"37'-2716"38'-5"48'- 2 "FUTURE CLOSETFutureHallway4" CONC. SLAB42" x 42" x 12" CONC.FTG. W/ (3) #5 EA. WAY2'-0"VOID ALLOW FOR SEWER24" VOID TO35'-0"52'-0"17'-0"T.O. 8" WALLT.O. FTG.EL. 100'-0"EL. 108'-4"60x42 SLIDER(3) 2x10GREATER THAN 44" ABOVE SLABWINDOW, FINISHED SILL HT. TO BE NOVERIFY EXACT R.O. SIZE FOR EGRESSNOTE:T.O. FTG.T.O. 8" WALLEL. 100'-0"EL. 103'-6"60x42 SLIDER(2) 2x107'-6"9'-11"7'-1"90x42 SLIDER(2)1-3/4"x9-1/2" LSL7'-814"8'-4"2'-6"8'-1134"EL. 103'-6"DDD5,000 LB. FOOTINGSTRENGTH MIXFTG. W/ (3) #5 EA. WAY2'-6" x 2'-6" x 12" CONC.(3) 1-3/4"x9-1/2" LSL(3) 9-1/2" LSLT.O. 2" LEDGEEL. 107'-8"WATERHEATER11-7/8" TIMBERSTRAND LSL JOISTS @ 16" O.C. 11-7/8" TIMBERSTRAND LSL JOISTS @ 16" O.C.APPROX. LINE OF SOFFIT11'-212"OUT WALL TO BENO LEDGE. FURFLUSH UP TO THECEILING.UP4'-7"HALF WALL4'-10"6'-11"15'-8"12" CONC. PIERSEE SHEET A-0FTGS. TYP.24"x24"1'-0"10'-9"10'-9"5'-0"SHOULD BE THECOLUMN FOOTINGSSAME HEIGHT AS THEHOUSE FOOTINGSIF SOIL IS UNDISTURBEDMAKE FOOTINGS 42" DEEP2-2x102-2x102'-0"VOIDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED11-7/8" TIMBERSTRAND LSL 4-2x6(1) 11-7/8" LSL 20'-414"HOSEBIBHOSEBIB16x12HVACSUMP8"8" 2'-2"36" x 36" x 12" CONC.FTG. W/ (3) #5 EA. WAY42" x 42" x 12" CONC.FTG. W/ (3) #5 EA. WAY2'-2"10'-334"36" x 36" x 12" CONC.FTG. W/ (3) #5 EA. WAY2x4 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"ROOM SIZES - FINISHBEDROOMHALLWAYSTAIRREC ROOMBATHMECHANICALTOTAL334 SF64 SF92 SF609 SF101 SF258 SF1,458 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"5'-6"D6'-11-3/8"SPRINGFIELDBASEMENT PLAN8-12-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670BASEMENT PLAN1A-3SCALE: 3/16" = 1'-0"A-3-LO1SEPTEMBER 9, 20202SEPTEMBER 24, 20203OCTOBER 6, 2020Interior BWP AboveUFER GROUNDProvide 20' rebar in footing and stub up nearelectrical service panel for UFER ground.leftover from old plan 1A620" FLOOR TRUSSES SEE FRAMING PLAN 9'-11"Great RoomCARPET7'-1"DinetteWOOD3'-91 2"11'-512"17'-412"StairsUPPOST4'-4"DN4'-612"10"3"8'-112" 2'-914"5'-1112"(2) 2x106'-812"(2) 1-3/4"x9-1/2" LSL10'-6" 6'-0"32"DROPPED24x24 FIXED24x24 FIXED 3'-114" OPENING (+96")BOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLINSIDE AND 1/2" SHEATHING - EXT.2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILPOLY VAPOR BARRIER & 1/2" GYP. BD.TYPICAL EXT. WALL2"6'-534"22'-0"19'-0"11'-0"Garage4" CONC. SLAB16'-0"5x5 PSL1'-6"16'x8' O.H. DOORGIRDER TRUSS(2) 14" LVL - CONTINUOUS HEADERADJACENT TO HOUSEBD ON ALL WALLS5/8" TYPE "X" GYP.(2) 11-7/8" LSL8'x8' O.H. DOOR8'-0"C.J.1'-6"2'-0"1'-6"2-2x61'-6"1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x4 STUD WALLS @ 16" O.C. W/SLOPE SLAB 20'-0"START SLAB AT TOPOF WALL AT BACK OFOF WALL AT BACK OFGARAGE2'-2"Dining RoomWOOD5'-0" BENCHROD & SHELF30"3'-9"KitchenWOODD.W.4'-2"(2) 2x10(3) 30x66 MULLED14'-734"35'-0"52'-0"17'-0"2'-7"5'-5"5'-0"RAILING2'-834"2'-914" 5'-0" 7'-4" 10'-91 4"13'-6"FoyerWOOD6'-5"4'-1"6'-7"6'-11"24'-0"1'-0"10'-9"10'-9"6'-0" 5'-0"1'-0"(2) 1-3/4" x 7-1/4" LSL44'-0"61'-6"9'-6"2'-0" 38'-0" 3'-6"3'-414"30x30 FIXED 7'-134"7'-6"2'-512"8'-012" OPENING (+96") 72" DRYWALL 6'-234"(3) 30x30 FIXEDWDW'S STACKED2X6 WALL AT FRONT OF GARAGEGASCOOKTOPLINE OF 2ND FLOORGIRDER TRUSS LSL STUDSAT EXT.STAIRWALL4'-914"6'-812"6'-412"5'-334"(2) 9-1/2" LSL(2) 36x60 MULLED18'-0"6'-0" x 8'-0" PATIO4'-11"7'-0"REF.BathWOOD6'-10"BENCHDR. S.C.32" MTL. 5'-612"DenCARPETROD & SHELF28"MudRoomVINYLW.I.C.VINYL36" DRYWALL PantryWOOD28"HallWOODOPENING (+96")36" DRYWALL28"1'-0"1'-4" 4' BI-FOLD ROD & SHELF 13'-034"54x6630x6630x662-2x62- 2 x 6A BBBPorchWOODA1'-5"(2) 30x60 MULLED TOP SIZE24"x 81"ISLAND59x84W/ 2 LEGS20" FLOOR TRUSSES @ 19.2" O.C.SEE FRAMING PLAN 2'-6"(2) 1-3/4" x 7-1/4" LSL3'-6"PORTAL FRAMEPORTAL FRAMEGIRDER TRUSS 5'-614"60" DRYWALL5x5 PSL 3x5 PSL(2) 2x10 (2) 2x10(3) 2x10(3) 2x107'-134"OPENING (+96")NEWEL5'-412"18R15R9"9" 5'-434"2'-1012"4'-278"3'-1058"B1'-1134"10'-8" 1'-758"30"4-1/2" BETWEENWINDOWS - BOTTOMTEMP.2 WINDOWS SHOULDBE TEMP.FESEE ELEVATIONSFOR LOCATIONS5x5 PSL(4) 2x6GIRDER TRUSS 26'-11 4"2'-6"11'-3516"1'-9716"7'-51116"6'-1038"1'-101116"8'-6"3'-1112"WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.(3) 2x104-2x620'-414"(2) 2x10(2) 2x1030x30 FIXED(2) 2x10 (4) 2x6 ACCENTWALLDEEP BASEPAINTDEEP BASEPAINTOVENCOMBOPANELACCESSATTIC22x3016x121'-412"1'-712"1'-712"9'-1034"1'-412"HVACVENTEDRANGEHOOD(3) 9-1/2" LSL42"RECYCLE2'-2"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"268 SFFINISHED ROOM SIZES #1MUD ROOM/W.I.C. - VINYLGREAT ROOM - CARPETKIT/DINETTE/FOYER - WOOD82 SFSTAIRS92 SF486 SFDINING ROOM - WOOD132 SFPANTRY & HALL - WOOD83 SFPOWDER BATH - WOOD32 SFDEN - CARPET126 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"5'-6"DE2'-2-1/2" - FROM 2ND FLRF5'-6-1/4" - FROM 2ND FLR6'-11-3/8"SCALE: 3/16" = 1'-0"FIRST FLOOR PLANA-41SPRINGFIELD A-4FIRST FLOOR8-12-20TWO STORY 4 BEDROOMPLAN LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 9, 20202SEPTEMBER 24, 2020OCTOBER 6, 20203PFHPFHPFHPFH56.56.56668 Dining Room9'-434"ACCENTWALL1'-814"1'-814"1'-814"1'-814"1'-814"9'-11 8"8'-9"USE 2x1 TRIM PIECESFRAME OUT PERIMETERGLUED & NAILED TO DRYWALL1'-934"1'-10"1'-934"1'-934"1'-10"SCALE: 1/4" = 1'-0"ACCENT WALL DINING ROOM2A-49'-434"SPRINGFIELDA-4-DTLFIRST FLOOR8-12-20TWO STORY 4 BEDROOMPLAN LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 9, 20202SEPTEMBER 24, 2020 1A612'-4"3'-91 2"8'-0"11'-4"17'-412"Stairs4'-4"DN4'-612"10"3"8'-112" 4'-812" 10'-6" 22'-0"19'-0"11'-0"6'-034"52'-0"2'-7"5'-5"14'-712" 12'-41 2"6'-5"3'-634"7'-114"6'-11"24'-0"9'-6"36'-0"9'-1134"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.Bedroom #2CARPETSSBedroom #4CARPETSMasterBedroomCARPET42x60(2) 2X10(2) 2x10ROD & SHELF30"17'-1012" D 30"28" W 28"30"4'-8"Bedroom #3CARPETS(3) 36x60 MULLED5'-6"36x60(2) 2X102'-9"9'-7"4'-0"(2) 2x10LaundryVINYL48 SF (FLR)9'-11"4'-0"20'-0"9'-6"38'-0"6'-0"6'-0"8'-4"5'-73 4" 6'-1034" 6'-1134"8'-4"6'-41 2"5'-912"7'-1012"9'-012"2'-312"7'-4"CDSHALFWALL(+42")12'-112" GIRDER TRUSS 28"12'-112"6'-034"28" 4'-9"14'-014"9'-1134"1'-734"12'-4"2'-6"6'-034"8'-512"6'-514"4'-312"Hall2'-014"GIRDER TRUSS @ FLOOR36x60 (2) 2X10 2'-9"(2) 36x60 MULLED(2) 2x1024x24 FIXSLOPE 28"LoftCARPET28"ROD & SHELF ROD & SHELF15'-734"12'-8" SLOPE W.I.C.4'-812"5'-412" SLOPE AAAA(3) 30x30 FIXEDSTACKED(2) 36x60 MULLEDAA7'-1012"Jack &Jill BathLVP80 SF (FLR)JuniorBathLVP31 SF (FLR)5' BI-FOLD3'-6"4'-0"6'-9716"3'-11316"(2) 2X10(2) 9-1/2" LSL(2) 2x10CDS2'-1"3'-0"7'-314"3'-412"PANELACCESSW.I.C.ATTIC22x30MasterBathC.T.17 SF (FLR)3'-314"28" DRYWALL 28" 14'-712"7'-314"5'-312"6'-112"3'-814"5'-2"8'-3"OPNG. (+83")ROD & SHELF23'-412"48x4872"x36"SLIDE IN TUB6'-0"ONE ROW OFTILE ON THE WALL ABOVE THE TUB(2) 2X10A60x34 FIB. BASE3'-9"30"3'-0"HALFWALL(+42")4'-0"2'-0"2'-334"7"EC(2) 30x60 MULLED (2) 2x10 TEMP.SILL HEIGHTS NEEDTO MATCH THEBOTTOM WINDOW5x5 PSL4 TRIMMERS26'-114"2'-6" 27'-512"HEADER HT. 94-1/8"(4) 2x6FRAME WALL @ (+36")TALL. GLASS BETWEENSHOWER & TUBCT WALLS TO 8'28" PKTWINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.ROUGH-INCEILING FAN32" PKT.48x34MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND346 SFFINISHED ROOM SIZESBEDROOM #4MASTER BEDROOMMASTER BATH - C.T.184 SFJACK & JILL BATH - LVP103 SF156 SFLAUNDRY - VINYL48 SFMASTER W.I.C.98 SFBEDROOM #2191 SFBEDROOM #3165 SFJUNIOR BATH - LVP47 SFHALLWAY145 SFLOFT98 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"5'-6"D6'-11-3/8"SCALE: 3/16" = 1'-0"SECOND FLOOR PLANA-51SPRINGFIELDA-5SECOND FLOOR8-12-20TWO STORY 4 BEDROOMPLAN LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 9, 20202SEPTEMBER 24, 2020OCTOBER 6, 20203Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.3.53.53-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). PRESSURE TREATED 2x6 SILLPLATE W/ SILL SEAL INSUL. &3/8" ANCHOR BOLTS @ 6'-0" O.C.BOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFOF WALL AT BACK OFGARAGE2X6 BEARING WALLCROSS BLOCKING8''X8'-4'' C.I.P. CONC WALL4'' CONC FLOOR20'' TRUSSES @ 19.2'' O/C8R7R6'-8'' MIN HEADROOM128ROOF TRUSSES AT 24'' O.C.VENTSR-493/4" OSB FLOOR SHEATHINGGLUED AND NAILED4" CONCRETE SLABT.O. 4" CURBELEV. 108'-4"OR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.PRE-ENGINEERED ROOFTRUSSES @ 24" O.C.MAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING8'-4" WALLS - (1) 2x6TOP PLATEELEV. 100'-0"TOP OF FOOTINGTOP OF 8" CONC.ELEV. 108'-4"ELEV. 109'-6-1/8"1ST FLOORELEV. 120'-4"TOP OF PLATEELEV. 118'-7-1/4"2ND FLOOR9'-11 8"8'-4"1'-834"8'-11 8" 9'-218" 9'-114"ELEV. 128'-5-1/8"TOP OF PLATET.O. FTG.ELEV. 104'-4"8'-118"11'-212"1'-6"1'-6"11'-212"PLATE HEIGHT IN GARAGEIS THE SAME AS THE HOUSESEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONSTAIRS(3) 2x12TYP. ALLSTRINGERSStair10"1/2" GYP. BD. OVER4 MIL POLY V.B.FUR OUT WALL 2-2x82-2x89R9R5'-412"FOYERKITCHEN1'-218"32'-0"4'-6"10'-0"5'-0"MasterBedroomGARAGE5'-61 4"HEADER HT. FOR(3) 30x30 WINDOWS@ FRONT ELEVATION8" x 20" - TYPICALCONCRETE FOOTINGS5,000 LB. FOOTINGSTRENGTH MIX11-7/8'' I-JOISTS AT 16'' 0/C - FINISHED BSMT OR11-7/8'' TIMBERSTRAND LSL'S AT 16'' 0/C - UNFINISHED BSMT4'-612"3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDWINDOW SILLELEV. 117'-6-1/8"8'-0"8'-418" 10'-978"@ STAIRS LANDINGELEV. 122'-6-1/2"HEADER FOR WDW5'-038" 2'-21 2"MIN. 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"SECTIONA-61SPRINGFIELD A-6SECTIONS &8-12-20TWO STORY 4 BEDROOMDETAILS LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 9, 20202SEPTEMBER 24, 2020OCTOBER 6, 20203 8'-118"4" CONCRETE SLAB8'-512"ELEV. 100'-0"TOP OF FOOTINGELEV. 118'-7-1/4"ELEV. 120'-4"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 108'-4"ELEV. 109'-6-1/8"1ST FLOOR9'-118"1178" 34" 34" 1'-8"ELEV. 128'-5-1/8"2ND FLOOR CLG.20" FLOOR TRUSSESBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-7DUCTSPACEBLOCKBLOCKOR 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.3/4" FLOOR SHEATHING3/4" FLOOR SHEATHINGASPHALT SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPER(ICE DAM EAVESBUILDING SECTION1A-7SCALE: 1/4" = 1'-0"8" x 20" CONC. FTG'SBOISE RIM BOARD1-1/8" OSB RIM BOARD2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE R-20 SPRAY FOAM @ RIM(R-20)5,000 LB. FOOTINGSTRENGTH MIX2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" EXTERIORSHEATHINGGLUED AND NAILEDGLUED AND NAILED1/2" EXTERIORSHEATHINGFLUSH WITHCONCRETE WALL@ 19.2" O.C.PLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-PROOFINGPROOFINGSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDINGRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)8'-4" WALLS - (1) 2x6 TOP PLATE FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.11-7/8" TJI JOISTS(FINISHED BASEMENT)11-7/8" LSL JOISTS(UNFINISHED BASEMENT)8" THICK CONC. WALLSCLEAR SPACES IN WHICH BLOCKINGREQUIRED UNDER DUCT WORK TOPROVIDE 2x4 MIN. SPACERS ASTOP OF 8" CONC.ELEV. 108'-4"ELEV. 109'-6-1/8"1ST FLOOR1178"34"BOISE RIM BOARD1-1/8" OSB RIM BOARD11-7/8" TJI JOISTS @ 16" O.C.2x6 SILL PLATE3/4" OSB FLOOR SHEATHINGCAN BE INSTALLED, TOE NAIL TOFLOOR MEMBERS W/ (4) 8d COMMONTOE NAILS EACH END1'-4"BLOCKING IN TWO FULL WIDTH JOISTSPACES. BLOCKING HEIGHT TO MATCHI-JOISTS DEPTH. ATTACH BLOCKING TOJOISTS WITH (4) 8d COMMON TOE NAILSEACH END @ 4'-0" O.C.BLOCKING DETAIL2A-7SCALE: 3/4" = 1'-0"1'-4"1'-4"GLUED AND NAILED1/2" ANCHOR BOLTS@ 6'-0" O.C.(8" EMBED.)SPRINGFIELDDETAILS8-12-20A-7TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 9, 20202SEPTEMBER 24, 2020OCTOBER 6, 20203 ProductsPlotID Length ProductPlies Net QtyTS1 38' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 10TS2 36' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5TS3 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 24TS4 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 2TS5 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS6-3 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 12PSL to foundation 1' 0" 5 1/2" x 11 7/8" CS Block 1 1Wall FramingPlotID Length ProductPlies Net Qty2-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 23-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 33-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 2 Start Joist Layout Here. 16" o/cCSCSCSCSCSCSCSCSCSCS3-9.5" LSL-4'2-2x10-3'TS6-3RimRimRimRimRimRimRimRimRimRimTS5RimRimPSL to foundation10"1' 0" 10"Squash Blocking3-2x10-6'2-2x10-6'2-9.5" LSL-10'TS316" O.C.TS316" O.C.TS216" O.C.TS116" O.C.TS416" O.C.4-2x6Customer:Job Name:Address/Lot:Youngfield HomesInventory Homexxxx Inndale DriveCity, State:Lakeville, MNPlan/Model #:SpringfieldJob Number:24280Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:1of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:8/28/2020Revised By:Revision Date:Revision #:SALES 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 seriousaccidents. 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 beaccomplished 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 orone 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:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** ProductsPlotID Length ProductPlies Net Qty2-14" LVL-20' 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 223x5 PSL 12' 0" 3 1/2" x 5 1/4" 1.8E Parallam PSL 1 15x5 PSL 12' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 15x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 22-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 22-7.25" LSL-24' 24' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 22-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 4Wall FramingPlotID Length ProductPlies Net Qty2-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-9.5" LSL-6' 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 23-2x10-11' 11' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-9' 9' 0" 2 x 10 SPF No.1/No.2 2 23-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 33-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 82-9.5" LSL-6'2-2x10-6'Girder TrussGirder Truss2-2x10-6'2-2x10-3'2-2x10-3'2-2x10-4'2-2x10-9'3-2x10-11'2-7.25" LSL-24'2-14" LVL-20'2-11.875" LSL-12'5x5 PSL5x5 PSL5x5 PSL3-2x10-4'2-9.5" LSL-8'3-2x10-7'Girder Truss2-2x10-3'2-2x10-3'3x5 PSL4-2x64-2x64-2x6← Floor Trusses →Customer:Job Name:Address/Lot:Youngfield HomesInventory Homexxxx Inndale DriveCity, State:Lakeville, MNPlan/Model #:SpringfieldJob Number:24280Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:2of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:8/28/2020Revised By:Revision Date:Revision #:SALES 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 seriousaccidents. 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 beaccomplished 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 orone 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:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Wall FramingPlotID Length ProductPlies Net Qty8' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 12-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-2x10-7' 10' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 62-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-4'2-2x10-4'2-2x10-3'2-2x10-7'2-2x10-7'Girder TrussGirder Truss2-2x10-6'2-2x10-7'2-2x10-3'2-2x10-4'2-2x10-5'2-9.5" LSL-4'5x5 PSL4 Trimmers4-2x6Customer:Job Name:Address/Lot:Youngfield HomesInventory Homexxxx Inndale DriveCity, State:Lakeville, MNPlan/Model #:SpringfieldJob Number:24280Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:3of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:8/28/2020Revised By:Revision Date:Revision #:SALES 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 seriousaccidents. 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 beaccomplished 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 orone 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:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** 2TKPV0COG 5KIPGF 0KEM*CPUQP +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[ OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF 2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC .KEGPUG0WODGT ÄÄ&CVG 5%12'1(&4#9+0)5 6*'5'%#56Ä+0Ä2.#%'%10%4'6'(170+109#..)7+&'.+0'&4#9+0)5#4'24'2#4'�& %'46+(+'&$;6*'*#0510)4172+0%1/2.+#0%'9+6*6*'/+00'516#4'5+&'06+#.%1&'6*'5' &4#9+0)5%106#+05647%674#.+0(14/#6+10(1475'+06*'%105647%6+101(56#0&%+2 %10%4'6'(170+105(146;2+%#.4'5+&'06+#.%10&+6+1056*+5+0(14/#6+10+54'.'8#06 616*'%10%4'6'%1064#%6146*')'0'4#.%1064#%614#0&6*'(4#/+0)%1064#%614 6*'5'&4#9+0)5':2+4'10&'%'/$'4 (170+10)7+&' &4#9+0)+0&': 5%12'+0&': %'46+(+%#6+10 5 75')7+&'.+0'5#0&/#6'4+#.5 5 )'0'4#.016'5 5 56'2(116+0)&'6#+.5 9#.-1769#..&'6#+.5 .11-176-0''9#..&'6#+.5 ':6'4+14.19)4#&'(170+10&'6#+.5 $#5'/'069#..&'6#+.5 $#5'/'069#..8'46+%#.4'+0(14%+0)6#$.'5 $4+%-.'&)'&'6#+.5 5 (.114/'/$'4$'#4+0)&'6#+.#0&%100'%6+106#$.'5 $#5'/'069#..#0%*1452#%+0)6#$.'5 010Ä$'#4+0)9#..,1+56$.1%-+0)&'6#+.5 010Ä$'#4+0)9#..64755$.1%-+0)&'6#+.5 9+0&199'..&'6#+.5 56'22+0)&1909#..9+6*)4#&'&'6#+.5 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 5%12'+0&': %'46+(+%#6+10 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 &4#9+0)75')7+&'.+0'5#0&.+/+6#6+105 6*'%1064#%614.+56'&+06*'6+6.'$.1%-$'.19+5.+%'05'&$;6*'*#0510)41726175'6*+5 2#%-'69+6*+06*'5'.+/+6#6+105016'&(14241,'%659*+%*6*'.+%'05''+5&+4'%6.;4'52105+$.' 6*'.+%'05''/#;4'.'#5'6*+52#%-'661+6557$Ä%1064#%6145#0&%.+'065(1475'+06*' 241%74'/'061($7+.&+0)2'4/+65(14241,'%659*+%*6*'.+%'05''+575+0)6*'5'&4#9+0)5 6*'(170+10)7+&'.+0'5#4'61$'+557'&616*'#224124+#6'$7+.&+0)&'2#46/'06+0 #%%14�%'9+6*6*'+4#22418'&241%'&74'(1475'$;6*'$7+.&+0)#)'0%;&74+0)2.#04'8+'9 #0&+052'%6+105 .+/+6#6+105 $#5'/'06(170+109#..56'0(11614.'55+0%.'#4*'+)*6 (41/6121((.1145.#$61612 1(%10%4'6'9#..#65+..2.#6'$'#4+0)Ä0160'%'55#4+.;$#5'/'06%'+.+0)*'+)*6 5647%674'*'+)*6+501661':%''&6915614+'5#$18'6*'$#5'/'06 18'4#..$7+.&+0)+5#557/'&61(#..9+6*+06*'24'5%4+26+8'.+/+6#6+1051(6*'%1&'#5+6' 52'%+(+%2.#04'8+'9*#5016$''02'4(14/'& 5647%674'5%105647%6'&1(911&(.114911&411(#0&911&9#..510.;0124'%#5614 5647%674#.%10%4'6'$'#4+0)10(170+109#..5+52'4/+66'& ':6'4+14)4#&'5.12+0)&190#0	#;(41/6*'(170+109#..5 #0;%#5'$';10&6*'#$18'016'&+6'/54'37+4'55'2#4#6'#0&52'%+(+%5647%674#. 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(41562416'%6+10#54'37+4'&2'45+6'&'5+)0 /+0 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 9+0&199'..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Ä/#: /+0 )4#& ' . + 0 'Ä/#:Ä/#:Ä/#:5''$#5'/'069#..&'6#+.5''.11-1769#..&'6#+.5+/%105647%65+/.11-1769#..Y/+0 *14+<$#45/+0 5555.#$Ä10Ä)4#&'$';10& %10%4'6'564+2(116+0)56'2&190 #54'3&(14(41562416'%6+10 #6010Ä$'#4+0)9#..5 .1%#6'$.1%-+0)&'6#+.5 55 #6'0&1((7.. *'+)*69#.. 2418+&' #&&+6+10#.$#45"'0& 1((7..*'+)*69#..5')/'06.1%#6'& (41/+05+&'9#..(#%' (.114(4#/+0)#$18'$;16*'45 +0(+..911&(4#/+0)$;16*'45 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 56'22+0)&1909#..9+6*)4#&' &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 1 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Date Contractor Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11‐1) Square feet (Conditioned area including basement – finished or unfinished) Number of bedrooms Total required ventilation Continuous ventilation Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1. 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 XXX Inndale Dr Lot 2 Block 6 Lakeville, MN Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Monday, August 17, 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:Monday, August 17, 2020 Client Name:Country Joe Homes Client Address:XXX Inndale Dr Lot 2 Block 6 Client City:Lakeville, MN 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 North 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:1,380 CFM Per Square ft.:0.292 Square ft. of Room Area:4,730 Square ft. Per Ton:1,398 Volume (ft³):30,793 Building Loads Total Heating Required Including Ventilation Air:81,849 Btuh 81.849 MBH Total Sensible Gain:30,883 Btuh 76 % Total Latent Gain:9,722 Btuh 24 % Total Cooling Required Including Ventilation Air:40,605 Btuh 3.38 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\Slykke\Desktop\XXX Inndale Dr Lot 2 Block 6.rh9 Monday, August 17, 2020, 10:22 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 190 CFM 98 CFM Infiltration Actual:0.321 AC/hr 0.046 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 30,793 X 30,793 9,877 Cu.ft./hr 1,407 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:165 CFM 23 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 (190 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (98 CFM), Construction: Average C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 2 Block 6.rh9 Monday, August 17, 2020, 10:22 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 3.38 1,398 4,730 30,883 9,722 40,605 81,849 923 1,380 1,380 System 1 3.38 1,398 4,730 30,883 9,722 40,605 81,849 923 1,380 1,380 12x19 Ventilation 1,419 2,344 3,763 8,821 Return Duct 0 0 0 4,092 Humidification 5,524 Zone 1 4,730 29,463 7,378 36,841 63,411 923 1,380 1,380 12x19 1-Lower Level 1,458 5,292 1,267 6,559 14,563 212 248 248 3--6 2-Main Level 1,458 11,880 3,279 15,159 24,106 351 557 557 6--6 3-Upper Level 1,814 12,291 2,832 15,123 24,743 360 576 576 6--6 C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 2 Block 6.rh9 Monday, August 17, 2020, 10:22 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 System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 420.9 212 248 248 3--6 2-Main Level Built-In 0 750 0.01 0.1 472.4 351 557 557 6--6 3-Upper Level Built-In 0 750 0.01 0.1 488.8 360 576 576 6--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 871.8 923 1,380 1,380 12x19 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:923 Cooling Flow:1380 C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 2 Block 6.rh9 Monday, August 17, 2020, 10:22 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-450.5 11,361 0 7,718 7,718 4agdoor: Glazing-42 1,060 0 706 706 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 1120 4,872 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 3049.5 17,243 0 1,903 1,903 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 1814 3,472 0 1,955 1,955 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 1458 3,425 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 356 1,084 0 112 112 Subtotals for structure:44,034 0 12,830 12,830 People:5 1,000 1,150 2,150 Equipment:5,800 8,800 14,600 Lighting:1700 5,797 5,797 Ductwork:8,185 0 0 0 Infiltration: Winter CFM: 165, Summer CFM: 23 15,285 578 351 929 Ventilation: Winter CFM: 95, Summer CFM: 95 8,821 2,344 1,419 3,763 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 15.06 gal/day :5,524 0 0 0 AED Excursion:0 0 535 535 Total Building Load Totals:81,849 9,722 30,883 40,605 Check Figures Total Building Supply CFM:1,380 CFM Per Square ft.:0.292 Square ft. of Room Area:4,730 Square ft. Per Ton:1,398 Volume (ft³):30,793 Building Loads Total Heating Required Including Ventilation Air:81,849 Btuh 81.849 MBH Total Sensible Gain:30,883 Btuh 76 % Total Latent Gain:9,722 Btuh 24 % Total Cooling Required Including Ventilation Air:40,605 Btuh 3.38 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\Slykke\Desktop\XXX Inndale Dr Lot 2 Block 6.rh9 Monday, August 17, 2020, 10:22 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:1,458.0 sq.ft.Supply Air:248 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.3 AC/hr Volume:11,664 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:22 CFM Runout Air:83 CFM Percent of Supply.:9 % Runout Duct Size:6 in.Actual Summer Vent.:17 CFM Runout Air Velocity:421 ft./min.Percent of Supply:7 % Runout Air Velocity:421 ft./min.Actual Winter Infil.:19 CFM Actual Loss:0.111 in.wg./100 ft.Actual Summer Infil.:3 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 52 X 8 416 0.050 4.4 1,810 0.0 0 0 E -Wall-15B0-10sf-8 44 X 8 352 0.050 4.4 1,531 0.0 0 0 S -Wall-12F-0bw 52 X 8 354.8 0.065 5.7 2,006 0.6 0 221 W -Wall-15B0-10sf-8 44 X 8 352 0.050 4.4 1,531 0.0 0 0 S -Gls-4a shgc-0.28 0%S (2)35 0.290 25.2 884 16.8 0 588 S -Gls-4a shgc-0.28 0%S 26.2 0.290 25.2 662 16.8 0 441 Floor-21A-20 1 X 1458 1458 0.027 2.3 3,425 0.0 0 0 Subtotals for Structure:11,849 0 1,250 Infil.: Win.: 19.1, Sum.: 2.7 416 4.264 1,774 0.099 67 41 Ductwork:940 0 AED Excursion:96 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:14,563 1,267 5,292 C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 2 Block 6.rh9 Monday, August 17, 2020, 10:22 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:1,458.0 sq.ft.Supply Air:557 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.5 AC/hr Volume:13,122 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:36 CFM Runout Air:93 CFM Percent of Supply.:6 % Runout Duct Size:6 in.Actual Summer Vent.:38 CFM Runout Air Velocity:472 ft./min.Percent of Supply:7 % Runout Air Velocity:472 ft./min.Actual Winter Infil.:79 CFM Actual Loss:0.140 in.wg./100 ft.Actual Summer Infil.:11 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 52 X 9 378.5 0.065 5.7 2,140 0.6 0 236 E -Wall-12F-0bw 44 X 9 396 0.065 5.7 2,239 0.6 0 247 S -Wall-12F-0bw 52 X 9 343.8 0.065 5.7 1,944 0.6 0 215 W -Wall-12F-0bw 44 X 9 356.8 0.065 5.7 2,017 0.6 0 223 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 (3)41.2 0.290 25.2 1,041 9.4 0 387 N -Gls-4a shgc-0.28 100%S 6.2 0.290 25.2 158 9.4 0 59 S -Gls-4a shgc-0.28 0%S (2)30 0.290 25.2 756 16.8 0 504 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)27.5 0.290 25.2 694 16.8 0 462 S -Gls-4a shgc-0.28 0%S 24.8 0.290 25.2 624 16.8 0 416 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 (2)25 0.290 25.2 630 30.2 0 756 W -Gls-4a shgc-0.28 0%S 6.2 0.290 25.2 158 30.2 0 189 Subtotals for Structure:15,180 0 5,078 Infil.: Win.: 79.4, Sum.: 11.3 1,728 4.265 7,370 0.098 279 169 Ductwork:1,556 0 AED Excursion:216 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,800 3,800 Lighting:700 2,387 Room Totals:24,106 3,279 11,880 C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 2 Block 6.rh9 Monday, August 17, 2020, 10:22 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:1,814.0 sq.ft.Supply Air:576 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.4 AC/hr Volume:14,512 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:37 CFM Runout Air:96 CFM Percent of Supply.:6 % Runout Duct Size:6 in.Actual Summer Vent.:40 CFM Runout Air Velocity:489 ft./min.Percent of Supply:7 % Runout Air Velocity:489 ft./min.Actual Winter Infil.:66 CFM Actual Loss:0.149 in.wg./100 ft.Actual Summer Infil.:9 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 52 X 8 304.8 0.065 5.7 1,723 0.6 0 190 E -Wall-12F-0bw 38 X 8 304 0.065 5.7 1,719 0.6 0 190 S -Wall-12F-0bw 52 X 8 367 0.065 5.7 2,075 0.6 0 229 W -Wall-12F-0bw 38 X 8 244 0.065 5.7 1,380 0.6 0 152 N -Gls-4a shgc-0.28 100%S 6.2 0.290 25.2 158 9.4 0 59 N -Gls-4a shgc-0.28 100%S (7)105 0.290 25.2 2,646 9.3 0 980 S -Gls-4a shgc-0.28 0%S 16 0.290 25.2 404 16.8 0 269 S -Gls-4a shgc-0.28 0%S 14 0.290 25.2 353 16.8 0 235 S -Gls-4a shgc-0.28 0%S 4 0.290 25.2 101 16.8 0 67 S -Gls-4a shgc-0.28 0%S 15 0.290 25.2 378 16.8 0 252 W -Gls-4a shgc-0.28 0%S (4)60 0.290 25.2 1,512 30.2 0 1,812 UP-Ceil-16B-44 1814 X 1 1814 0.022 1.9 3,472 1.1 0 1,955 Floor-20P-30 1 X 356 356 0.035 3.0 1,084 0.3 0 112 Subtotals for Structure:17,005 0 6,502 Infil.: Win.: 66.1, Sum.: 9.4 1,440 4.265 6,141 0.098 232 141 Ductwork:1,597 0 AED Excursion:223 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,800 2,800 Lighting:500 1,705 Room Totals:24,743 2,832 12,291 C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 2 Block 6.rh9 Monday, August 17, 2020, 10:22 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 1,458 14,563 212 3-6 421 5,292 1,267 248 248 2 Main Level 1,458 24,106 351 6-6 472 11,880 3,279 557 557 3 Upper Level 1,814 24,743 360 6-6 489 12,291 2,832 576 576 Ventilation 8,821 1,419 2,344 Humidification 5,524 Return Duct 4,092 0 0 System 1 total 4,730 81,849 923 30,883 9,722 1,380 1,380 System 1 Main Trunk Size:12x19 in. Velocity:872 ft./min Loss per 100 ft.:0.101 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.38 76% / 24%30,883 9,722 40,605 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\Slykke\Desktop\XXX Inndale Dr Lot 2 Block 6.rh9 Monday, August 17, 2020, 10:22 AM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 9/9/2020 Mailing Address of the Dwelling or Dwelling Unit City 19008 Inndale Drive Lot 2 Block 6 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 BRYANT Powered Model 912SD60100 BA13NA042 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:100,000 Capacity in Gallons: Output in Tons:3.5 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 81,849 30,883 40,605 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 XDJM9/10/20