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LA185816 - 19759 Henning Ave Permit Pack Revised
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 FIRST FLOORTOTAL3,894 SF1,402 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,187 SF691 SF212 SFUNFINISHED200 AMP SERVICEGARAGE RIGHTWALKOUTLEGACY 2ND ADD.LOT 15, BLOCK 719759 HENNING AVENUESECOND FLOOR1,305 SF-CHELSEA & IAN PAYNESIDEWALK53 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,278 SF672 SF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"E9'-6" OFF LANDINGF5'-0"LAKEVILLE, 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 SUPPLIER2015 ENERGY CODE2020 MN BUILDING CODEFIREPLACE / ENTERTAINMENT CENTER16'-0"15'-414"4'-638"9'-118"4'-518"4'-8"GreatRoom4'-0"LINE OFLINE OFFIREPLACESHEETROCK4'-8"1'-5"2'-538"6'-0"2'-958"GAS FIREPLACE1'-5"6'-312"NO HEARTH24x2424x242'-412"2'-412"SLOPE SIDE OFSHEETROCKABOVE FIREPLACE8"3'-214"SHEETROCKSTONELINE OF3 SIDED6"8"8"4'-1112"SHEETROCK6'-312"4'-638"2'-358"2'-358"2'-234"2'-234"8"MANTLESTONERETURNT.O. RIM6x6 POST12" CONC. PIER1x6 LP TRIM1x6 LP TRIM2'-0"T.O. FTG.VARIEST.O. WALL1'-2"COLUMN #2 - 14" STRAIGHT1'-4"5/4" CEDAR DECKINGALUMINUM SOFFIT(3) 2x10 DROPPEDHEADER2x8 DECK JOISTCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEELEV. 107'-0"PorchGarageSTUDY36" 6'-0"8'-9"66(3) 6" risers(1) 6" riser FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLS1'-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 PIPESCALE: 1/4" = 1'-0"OXFORDA-0COVER SHEET8-5-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670SCALE: 1" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-1SCALE: 1/2" = 1'-0"1AUGUST 27, 20202SEPTEMBER 4, 2020SEPTEMBER 18, 20203OCTOBER 22, 20204Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/03/2020dmathews FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.9'-0"9'-118"T.O. SLABELEV.100'-4"T.O. FTG.ELEV.100'8'-118"12121'-0"1'-0"8:128:128:124:124:12GARAGE WALLPLATE8'-5"1'-6"WOOD DECK1'-6"6" WINDOW TRIMHARDIE COLORPLUSFOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHINGBOTH GARAGE PIERS12'-0"8" TRIM - 7-1/4" FRAMED SOFFIT6" TRIM1'-0"DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)HARDIE SKIRT BOARDSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES32'-0"1'-6"12'-6"HARDIE ON ALL 4 SIDESHARDIE LAP3'-9"1ST FLRSUBFLOORELEV.110'-2-1/8"T.O. MAINFND. WALLELEV.106'-2"WALL PLATEELEV.119'-3-1/4"2ND FLRSUBFLOORELEV.120'-3-7/8"WALL PLATEELEV.128'-5"1ST FLRSUBFLOORELEV.110'-2-1/8"9'-0" TALL FOUNDATION WALLS5'-0"BOX OUT 8" TRIM BOARD6'-6" BOX OUT 6"x 6"x 6" BRACKETS-BL2461HARDIE LAP - 4" EXPOSURE6" HARDIE FREEZE BD.BOX OUT GABLE 6"18" RAKE END OVERHANG6"x 6"x 6" BRACKETS-BL2461HARDIE LAP - 4" EXPOSURE6" HARDIE FREEZE BD.BOX OUT GABLE 6"18" RAKE END OVERHANGSHINGLES24" OVERHANGADDRESS8" TRIM BOARD12125'-0" BOX OUT 121216" GARAGE DROP2 STEPS - 3 RISERSTOP OF PORCHELEV.1063.5GARAGE SLABELEV.107'-4"3:1 SLOPEGRADE @ PROPERTY LINE 1051.0PROPOSED GRADE 1059.0FRONT ELEVATION - DSCALE: 3/16" = 1'-0"1A-1A-1DOXFORD2-14-19ELEVATIONS4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 27, 20202SEPTEMBER 4, 2020SEPTEMBER 18, 20203OCTOBER 22, 20204 1'-6"9'-118"1'-0"8:12HARDIELAP1'-0"GAS F.P.VENT12812812:1212:124WOOD DECK1210'-0"7" FRAMED SOFFIT13 ROOF VENTS8:128:128:12 1'-6"4:12 8:12 4:12 8:128:12 1'-6"1'-0"1'-6" 1'-0"1'-6"1'-6"1'-0" 1'-0"1'-0" 1'-6" 1'-6" 1'-6"1'-6"HARDIE ON ALL 4 SIDES18" MIN.12:1212:1212:1212:1212:1212:121ST FLOORELEV. 110'-2-1/8"2ND FLRSUBFLOORELEV.120'-3-7/8"WALL PLATEELEV.119'-3-1/4"T.O. SLABELEV.100'-4"T.O. FTG.ELEV. 96'-4"WALL PLATEELEV.128'-5"PROPOSED GRADE3' OUT FROMPORCH: 1058TOP OF WALL: 1062TOP OF PORCH: 1063.512412812812:129'-11 8"1281'-0"1'-6"HARDIELAP8:121'-0"1'-0"1'-6"1'-0"1'-6"1'-6"8:12HARDIELAP10'-0"HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES12:121'-0"1ST FLOORELEV. 110'-2-1/8"2ND FLRSUBFLOORELEV.120'-3-7/8"1ST FLOORELEV. 110'-2-1/8"WALL PLATEELEV.119'-3-1/4"1212WALL PLATEELEV.128'-5"SCALE: 3/32" = 1'-0"LEFT ELEVATIONA-23OXFORDELEVATIONS8-5-20TWO STORY 4 BEDROOM SCALE: 3/32" = 1'-0"ROOF PLANA-24SCALE: 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. # BC627670A-21AUGUST 27, 20202SEPTEMBER 4, 2020SEPTEMBER 18, 20203OCTOBER 22, 20204 FURN.WATERHEATERMechanicalRoom4" CONC. SLAB212 SFSUMP28 "30"6'-0" X 6'-11" PATIOFinishedBathVINYL45 (FLOOR)(2) 11-7/8" LVLBEARING WALLBEARING WALL7A6T.O. 6" CURBEL. 109'-0"8"x20" CONCRETEFOOTING - TYPICALT.O. FOOTINGLELEV. 100'-0"'T.O. 8" WALL109'-0"9'-0" TALL TYP. MAIN FOUNDATION WALL4A36A3T.O. 6" CURBEL. 109'-0"Unexcavated4" CONC. SLABFinishedFamily RoomCARPETFinishedBedroom #5CARPET30'-0"20'-0"8'-0" 5' BI-FOLD 24"LINEN 44'-0" 24'-0" 8" 20'-0" 52'-0" 8'-0"18'-0"14'-0"18'-0"8'-0"15'-11"7'-914"10'-4"HVAC SOFFIT2x10 PORCH LEDGERUP 15R8'-10"8'-4"42"x60"30"x60"54"x60" FIXED30"x60"2-2x62-2x624'-0"2A615'-1014"7'-0"7'-0"7'-8" 12'-634"11'-834"2'-1112"10'-614"4'-614"3'-1012"3'-1012"HVACCHASEABOVE4'-2"SLOPE SLAB FOR DRAINAGEVARIEST.O. SLABEL. 109'-0"EL. 107'-8"T.O. 8" WALLEL. 107'-0"T.O. 6" CURBT.O. 6" CURBT.O. 2" LEDGEEL. 107'-0"EL. 105'-0"T.O. FTG.19'-0"11'-0"AA2'-6"1'-512"5'-1134" 5'-0"(3) 1-3/4" x 9-1/2" LSL(2) 2x10(2) 2x10DROPPED2'-0"VOID ALLOW FOR SEWER24" VOID TO3'-10"2'-114"(3) 1-3/4" x 11-7/8" LVL5x5 PSL 4'-934"DROPPED38'-81316"37' - 6 "53'-8"6 0 ' - 5 916"5,000 LB. FOOTINGSTRENGTH MIX4" WIDE x 12-1/2" TALLBEAM POCKETP.T. 2x8 DECK JOISTS @ 16" O.C. F T G S . T Y P . 24 " x 2 4 "LINE OF PORCH ABOVE 7'-0" 8'-0"8'-6"10'-6"2'-0"2'-0"3A612" CONC. PIERS(3) 2x1020'-6"1'-0"50'-0"10'-0" MIN. FTG. STEP 10'-0" MIN. FTG. STEP NO DRAINTILE AT WALKOUT WALL ONLYT.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"EL. 96'-4"T.O. FTG.EL. 109'-0"T.O. 8" WALLEL. 100'-0"T.O. FTG.T.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 96'-4"(3) 2x1028"32"T.O. 6" CURBEL. 107'-8"EL. 103'-8"T.O. FTG.2'-0"1'-412"16'-3" M.O.1'-412"1'-412"8'-3" M.O.1'-412"HOSEBIBHOSEBIBCLEANOUT6" CURB ON TOP OFFOOTINGS AT INTERIORBEARING WALLS (TYPICAL)TOP OF CURB FLUSH WITHTOP OF BASEMENT SLAB(1) 11-7/8" LSL4'-6"HALF WALLT.O. 8" WALLEL. 107'-0"T.O. 6" CURBEL. 107'-8"36"x36"x12" FTG. PAD5'-1034"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED2" BRICK LEDGEEL. 107'-0"36"x36"x12" FTG. PAD7'-1034"30x30x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOMFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED60x34SWET BARROUGH-IN11-7/8" TIMBERSTRAND LVL JOISTS MECH RM ONLY 11-7/8" TJI JOISTS @ 16" O.C.2A-311-7/8" TJI JOISTS @ 16"O.C.CDCDSSS7'-0" x 3'-0" VINYL FLOOR3x5 PSL(1) 11-7/8" LSL(2) 1-3/4" x 9-1/2" LSL(2) 2x105x5 PSL2-TRIMMERSSOLID BLOCKINGSOLID BLOCKING2x4 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"FINISHED ROOM SIZESBEDROOM #5MECHANICALBATHSTAIRSTOTAL217 SF216 SF88 SF83 SF1,399 SFFAMILY ROOM799 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"SECTION @ MECH. ROOM2A-3SCALE: 1" = 1'-0"118" RIMLSL JOISTTJI JOIST2x6 WALLMECHANICAL ROOMFINISHED BASEMENT(TIMBERSTRAND)FINISHED BASEMENTS ONLYSCALE: 1/8" = 1'-0"BASEMENT PLANA-31OXFORDBASEMENT PLAN8-5-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670A-3-WO1AUGUST 27, 20202SEPTEMBER 4, 2020SEPTEMBER 18, 20203OCTOBER 22, 20204DECEMBER 3, 2020532.75UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. (2) 30" x 66" MULLEDCARPET WOODDNUP 1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x6 STUD WALLS @ 16" O.C. W/Garage4" CONCRETE SLAB PITCHEDTOWARDS OVERHEAD DOORS5/8" TYPE X GYP. BRD.ON ALL COMMON WALLS &CEILINGS.MUD ALL JOINTS@ 24" O.C. 20" FLR TRUSS WALL LINEABOVEUPPER LEVELWALL LINEGreatRoomCARPETDiningRoomWOODFoyerWOODSTUDYCARPET20 MINUTE FIRERATED DOORRO0F TRUSSES@ 24" O.C. BEAM PER MFG. SPEC30'-0"11-7/8" TJI JOISTS @ 16" O.C.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.28"5'-458"8'x8' O.H. DOOR8'-0"10'-4"7'-8"16'-0" 34'-0" 8'-0"18'-0"14'-0"18'-0"7'-0"7'-0"8'-10"12'-9"6'-7"6'-2"20'-0" 11'-10"2'-6" 24'-0" 5'-8"5'-934"5'-034"5'-614"11'-9"9"18'-0"2A63'-1012"NEWELPOSTBEARING WALL10'-6"2'-0"3'-10" 4'-3"CANTILEVERCLOSET FLOORHVAC20'-6"1'-6"16'-0"19'-0"1'-6"(2) 1-3/4"x11 7/8" LSL CONT. HEADER16'x8' O.H. DOOR1'-6"1'-6"8'-0"11'-0" 8'-0" 52'-0" 2'-0" 2'-0" 42"54x66 FIXED(2) 9-1/2" LSL30x6630x662-2x62-2x6(2) 2x1036x6636x662-2x62-2x636x66(2) 1-3/4x9-1/2" LVLDROPPED(2) 2x10(3) 14" LVL - FLUSH(2) 2x10 OPENING32" SHEETROCK (2) 2x105'-3"BBAR & S 4'-0"BRAILING TOLANDING5x5 PSL5x5 PSL50'-0"8'-0"6'-3"2A-76 6PorchWOOD8'-6"10'-6"1'-0" 7'-0" 8'-0"6'-3"4'-3"(2) 1-3/4"x7-1/4" LSL6 6 (2) 1-3/4"x7-1/4" LSLLINE OF 20" SOFFIT(7-1/4" TALL)1'-8"1'-8"9'-2"KitchenWOOD2'-3" 4'-512"4'-0"REF.COMBO60x24 ISPD 2968ANDERSENOPENING36" SHEETROCK (+96")(+96")Stairs@ 24" O.C. MONO TRUSSES (1) 1-3/4" x 11-7/8" LVL4'-614"5'-1134"2'-1"THERMOSTAT5'-034"50'-0"6'-0" SHEETROCK OPENING(+96")4'-0"DW 96"x 24"ISLANDTOP SIZE 99"x48"OVERHANG - 2 LEGS 8'-0"4'-0"8'-3"PORTAL FRAME2'-4"R & SFlex RoomCARPETMudRoomVINYLW.I.C.VINYLBathWOOD26 SFFANPantryWOODDROPZONEBENCHROD & SHELF4' BI-FOLD28"30"6'-334"4'-114"5'-4"1'-1014"32" 28"HallWOODHallWOOD12'-9" NO I-JOIST ABOVE2x4 WALL 28"8'-2"SDSDCD5'-614"OPENING36" SHEETROCK (+96")2'-9"2'-6"B(2)36x60 MULLED48x78 FIX 3'-1012"18'-0"E50'-0"3'-912"6'-0"2'-538"2'-958"2'-412"2'-412"24x24 FIXEDBB(2) 2x10 9'-214"11'-334"4'-1134"5'-014"LINE OF 2ND FLR.(2) 2x1012'-814"9'-458"GARAGE PLATE 8-1/8"LOWER THAN HOUSEPLATE.36"36"11'-6"16'-0"5x5 PSLLET BEAM INTO WALLROOF GIRDER(2) 20" LVL 1'-0" 5'-1034" 7'-1034"WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.32"PANELACCESS ATTIC22x30 (2) 2x104'-0"B60x24 (2) 2x10GAS FIREPLACE1'-5"6'-312" NO HEARTH 24x24 FIXEDVAULT4:12VAULT4:12OVENHOODWOODGAS RANGERECYCLEGARAGE DROPPED 15"4 risers(railings on both sides)(2) 2x105X5 PSL(2) 2x10(4) 2X6(3) 16" LVL (2) 2x10(1) 1-3/4" x 11-7/8" LSL (1) 1-3/4x11-7/8" LSL(2) 2x10 (2) 2x10 (3) 2x6(3) 2x6(3) 2x6(2) 11-7/8" 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"FINISHED ROOM SIZESSTUDY - CARPETGREAT ROOM - CARPET104 SF254 SFSTAIRS - CARPET86 SFKITCHEN/DINE/FOYER - WOOD487 SFMUD ROOM & W.I.C. - VINYL78 SFFLEX ROOM - CARPET150 SFREAR HALL - WOOD21 SFPOWDER BATH - WOOD26 SFHALL & PANTRY - WOOD47 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE9'-6" OFF LANDINGF5'-0"6'-11-3/8"OXFORDA-4FIRST FLOOR8-5-20TWO STORY 4 BEDROOMPLANSCALE: 1/8" = 1'-0"FIRST FLOOR PLANA-41LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 27, 20202SEPTEMBER 4, 2020SEPTEMBER 18, 20203OCTOBER 22, 20204DECEMBER 3, 20205BWPsAboveTemper if within36" of landing floorVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.893.57755553.52.252.25 DN 16R48"x48"FIXEDLOWER LEVELWALL LINELOWER LEVELWALL LINELOWER LEVELWALL LINELOWER LEVELWALL LINERO0F TRUSSES@ 24" O.C.MasterBedroomCarpetMasterBathVINYL60 SF (FLR)FANW.I.C.CarpetPANELACCESSATTIC22x30Bedroom #2CARPETBedroom #3CARPETBedroom #4CARPETFANINBathVINYL48 SF (FLR)LAUNDRYVINYL55 SF (FLR)HallwayCARPETROD &SHELFROD & SHELFROD & SHELF R & S ROD & SHELF42"HIGH WALL W/W/WOOD CAPRO0F TRUSSES @ 24" O.C.30"30"32"30"30"5' BI-FOLD 4' BI-FOLD5' BI-FOLD28"PKT.28"28"15'-1134"7'-7"2'-6"7'-1114"12'-514"2'-0"CANT.36'-0"2'-9"18'-0"10'-3"10'-3"29'-6"22'-0"8'-0"16'-0" 20'-0" 8'-6"11'-6"10'-10"11'-7"15'-1"15'-714"6'-2"2A63A62'-6"3'-912"3'-912"10'-614"4'-0"7'-0" 5'-6"5'-734"1'-10" 7'-0"5'-4"9'-934"2'-6"RO0F TRUSSES@ 24" O.C.36x6012'-6"36x609'-1114"5'-612"72"x36"SLIDE IN TUB6'-0"(2) 2x10(2) 2X10(2) 2X103'-9"40'-0"7'-412" 2'-014" 2'-6"1'-6"11'-834"12'-0"AAASLIDELINEN8'-0"3'-512"42x60(2) 2X10A10'-0"4'-212"6'-4"28"WDTEMP.3'-534"11'-7"7'-4"8'-1134" 2'-5"7'-312"4'-312"5'-312"CDCD3'-934"16'-414"(+84")SOFFIT30x30(2) 36X60 MULLED(2) 2x10A(2) 36X60 MULLED(2) 2x10AG3'-9"3'-9"6'-3"6'-3"6'-6"5'-6"1'-0"TEMP.7'-6"32'-0"9'-314"3"WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.60x34 FIB. BASEGASSINKROUGH-INVAULT 4:12 VAULT 4:12 ROUGH-INCEILING FANC.T. WALLS1'-6"FRAME WALL @ (+36")TALL. GLASS BETWEENSHOWER & TUB@ 4' HIGHCORNER SHELF12'-434"60"x32"(2) 2x10ROOF GIRDERROOF GIRDER2 TRIMMERSEACH SIDE2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"FINISHED ROOM SIZESMASTER BEDROOMLAUNDRY - VINYLMASTER BATH - VINYL222 SF55 SF102 SFHALLWAY & LINEN125 SFBEDROOM # 2139 SFBEDROOM # 4146 SFBEDROOM # 3186 SFBATH - VINYL73 SFMASTER W.I.C.69 SFTHE TOTALS FOR FLOORING ARE ON FLOOR PLANSCALE: 3/16" = 1'-0"SECOND FLOOR PLANA-51OXFORDA-5SECOND FLOOR8-5-20TWO STORY 4 BEDROOMPLAN LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 27, 20202SEPTEMBER 4, 2020SEPTEMBER 18, 20203OCTOBER 22, 20204DECEMBER 3, 202053332.5-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 8" x 20" CONC. FTG'S4" CONCRETE SLABTYPICAL11-7/8" LSL JOISTS @ 16" O.C.9'-0" 1'-9" 8'-1"T.O. 4" CURBELEV. 109'-0"BOTTOM OF ALL FOOTINGS TO BE 4' MINIMUMBELOW FINISH GRADE RESTING ON UNDISTURBED SOIL12101ST FLRSUBFLOORELEV.110'-2 18""8'-5" 1'-9" 1'-1012"1'-6"1'-0"1'-0"9'-0" 8'-218" 9'-1018" 4'-1138"9'-6" 10'-134"8'-118"TYPICAL STAIR CONSTRUCTION NOTES:* 6'-10" MINIMUM HEADROOM* (3) 11-7/8" STAIR STRINGERS W/* 11" TREADS* PROVIDE 36" HIGH HANDRAILS & GUARD RAILS PER CODE.~ MINIMUM TREAD DEPTH 10" - MAX RISE 7-3/4"MINIMUM NOSING 34" MAX. NOSING 1-1/4"7'-1058"StairsStairs2x82x85'-078"20" FLOOR TRUSSESHVAC SOFFITBEYOND7'-114"BEDROOM # 3HallFoyerGarage4" CONCRETE SLAB PITCHEDTOWARDS OVERHEAD DOORS5/8" TYPE X GYP. BRD.ON ALL COMMON WALLS &CEILINGS.MUD ALL JOINTS1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x6 STUD WALLS @ 16" O.C. W/R-49 ROOF INSULATIONTRUSSES @ 24" O.C.PRE-ENGINEERED ROOFR-49 ROOF INSULATIONTRUSSES @ 24" O.C.PRE-ENGINEERED ROOFHEELBASEMENT CL.11-7/8" TJI JOISTS @ 16" O.C.9'-118" 5'-078" 818"5,000 LB. FOOTINGSTRENGTH MIXGARAGE PLATE 8-1/8"LOWER THAN HOUSE PLATE107' 0"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"BUILDING SECTIONA-61OXFORDA-6SECTION8-5-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 27, 20202SEPTEMBER 4, 2020SEPTEMBER 18, 20203OCTOBER 22, 20204 2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)8'-118"9'-0" WALLS - (1) 2x6 TOP PLATE 4" CONCRETE SLAB8" x 20" CONC. FTG'SPLATE W/ SILL SEAL INSUL.PRESSURE TREATED 2x6 SILL9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-2-1/8"1ST FLOOR9'-118"1178" 34" 34" 1178"ELEV. 128'-5"2ND FLOOR CLG.WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-8" THICK CONC. WALLSBOISE RIM BOARD1-1/8" OSB RIM BOARD11-7/8" TJI JOISTS @ 16" O.C.BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-7PROOFINGPROOFINGDUCTSPACEBLOCKBLOCKOR 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" OSB FLOOR SHEATHING3/4" OSB FLOOR SHEATHINGMIN. 6" ENERGY HEALSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION112"(R-20)5,000 LB. FOOTINGSTRENGTH MIXRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2" FOAMAT FULL BASEMENT & 4' FROST FOOTINGS.GLUED AND NAILEDGLUED AND NAILEDBUILDING SECTION2MAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISESHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED11-7/8" TJI JOISTS(FINISHED BASEMENT)11-7/8" LSL JOISTS(UNFINISHED BASEMENT)1'-6"9'-0"2' CANTILEVERED JOISTS.BLOCK JOISTS PER MFG.SPECIFICATIONP.T. 2x87'-0"COLUMN BEYONDSEE ELEVATIONSAND FLOOR PLAN(3) 2X10 BEAM124VERIFY: FASCIA TOPLANE OUT WITHGARAGE FASCIA8'-118"FoyerCOVEREDPORCHMECH.ROOMBEDROOM #2TRUSSES @ 24" O.C.PRE-ENGINEERED ROOFHEEL HEIGHTS FORPORCH AND GARAGEBASED ON BOTTOM OFFASCIA BEING FLUSH W/TOP OF 7-1/4" BEAM.8'-0"1'-6"OXFORDA-7SECTION8-5-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670SCALE: 1/4" = 1'-0"BUILDING SECTIONA-71SCALE: 1/4" = 1'-0"BUILDING SECTIONA-721AUGUST 27, 20202SEPTEMBER 4, 2020SEPTEMBER 18, 20203OCTOBER 22, 20204 Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 No H2 3 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty F32' 32' 0" 11 7/8" TJI 210 joist 1 2 F28' 28' 0" 11 7/8" TJI 210 joist 1 7 F24' 24' 0" 11 7/8" TJI 210 joist 1 7 F20' 20' 0" 11 7/8" TJI 210 joist 1 20 TJI Blocking 17' 10 7/8" 11 7/8" TJI 210 joist 1 1 F16' 16' 0" 11 7/8" TJI 210 joist 1 7 F10' 10' 0" 11 7/8" TJI 210 joist 1 1 3-11.875" LVL-14' 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 2-11.875" LVL-12' 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 3x5 PSL 10' 0" 3 1/2" x 5 1/4" 1.8E Parallam PSL 1 1 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 TS1 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14 1-11.875" LSL-24' 24' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 1-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 12 2x8 Flat Blocking 10 15/16" 2x8 blocking (11 7/8" joist depth) 1 1 Solid Blocking 1' 0" 3 1/2" x 11 7/8" CS Block 1 1 Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 3 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-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-2x10-7' 7' 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 2 CS CS CS CS CS CS CS CS PB1 PB1 2-11.875" LVL-12'1-11.875" LSL-24'1-11.875" LSL-12' 2-2x10-4' 3-11.875" LVL-14'3-9.5" LSL-12' 2-2x10-7' 2-9.5" LSL-4'F28'F28'F28'F28'F28'F28'F28'RimRimRimRimRimRimRim Rim Rim Rim Rim Squash Blocking TJI Blocking 1' 4"F10'TJI Blocking 1' 4"1' 4" Solid Blocking Solid Blocking Solid Blocking RimRim 5x5 PSL 5x5 PSL 3x5 PSL Rim 2x8 Flat BlockingF20'F20'F20'F20'F20'F20'H1 Round holes larger than 3-5/8" up to 7-1/4" max. in 1.5" x 11-7/8" 1.5E TimberStrand LSL joist only Edge of large holes need to be at least 4 times the diameter of the largest hole (for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the next hole is a small 12" diameter hole). The hole must be centered within the joist vertically. No square or rectangular holes No more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span. See chart below for minimum distance from inside face of bearing to edge of hole for holes larger than 3-5/8" but not greater than 7.25" Minimum distance from edge of hole to inside face of bearing (end or intermediate) 4"5" *6.5" * 7.25" * 2'-0"2'-0" 3'-0"3'-6" * Allowable spans shown in TB-711 must be reduced by 9" with these size holes Solid Blocking F16' 16" O.C. F20' 16" O.C.F32' 16" O.C. H2 TS1 16" O.C. F24' 16" O.C. 2 - Trimmers LSL Joist In This Area HVAC Chase Customer:Job Name:Address/Lot:Youngfield HomesChelsea & Ian Payne19759 Henning AveCity, State:Lakeville, MNPlan/Model #:Oxford CustomJob Number:24394Lyman 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:Alex S.Drawn Date:10/21/2020Revised By:Jeff D.Revision Date:12/2/2020Revision #: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 IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 No H2 1 Simpson HHUS410 30- 16d - 10- 16d No H3 14 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty F36' 36' 0" 11 7/8" TJI 210 joist 1 8 F20' 20' 0" 11 7/8" TJI 210 joist 1 14 F16' 16' 0" 11 7/8" TJI 210 joist 1 7 F14' 14' 0" 11 7/8" TJI 210 joist 1 7 2-20" LVL-18' 18' 0" 1 3/4" x 20" 2.0E Microllam LVL 2 2 3-16" LVL-20' 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 3-14" LVL-14' 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 3 1-11.875" LVL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 1 2-9.5" LVL-10' 10' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2 5x5 PSL 12' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 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 2-11.875" LSL-18' 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 1-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 2-11.875" LSL-8' 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 2-7.25" LSL-22' 22' 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 7 2x8 Flat Blocking 16' 10 3/4" 2x8 blocking (11 7/8" joist depth) 1 1 2-2x10-12' 12' 0" 2 x 12 SPF No.1/No.2 2 2 Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 2 Wall Framing PlotID Length Product Plies Net Qty 2-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-2x10-10' 10' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 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 6 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 4 CS 1-11.875" LVL-24'1-11.875" LSL-12' 3-14" LVL-14' 2-9.5" LVL-10' 2-9.5" LSL-12'2-2x10-6'2-2x10-6'2-2x10-10' 2-2x10-4'2-2x10-7' 2-2x10-4' 2-11.875" LSL-20' 2-2x10-12' 2-2x10-4' 2-2x10-7' 2-7.25" LSL-22' Roof Girder2-20" LVL-18'3-16" LVL-20'RimRimRimRim Rim RimRim Rim 2x8 Flat Blocking Rim 2-11.875" LSL-18'2-2x10-3'2-2x10-3'2-2x10-5'5x5 PSL 5x5 PSL E1 Alt 5x5 PSL H1 2' TJI® JOIST 2" 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers.E1 ALT Timberstrand ® LSL rim board to match TJI® depth WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. 2-11.875" LSL-8'H2 F14' 16" O.C. F20' 16" O.C.H3 F16' 16" O.C. F36' 16" O.C. H3 Floor Trusses#13,884 4-2x6 4-2x6 3-2x6 3-2x6 Customer:Job Name:Address/Lot:Youngfield HomesChelsea & Ian Payne19759 Henning AveCity, State:Lakeville, MNPlan/Model #:Oxford CustomJob Number:24394Lyman 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:Alex S.Drawn Date:10/21/2020Revised By:Jeff D.Revision Date:12/2/2020Revision #: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 2-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 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 6 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-4'2-2x10-4'2-2x10-5'2-2x10-4' 2-2x10-7'2-2x10-7' 2-2x10-3' Roof Girder Roof Girder 2 - Trimmers Customer:Job Name:Address/Lot:Youngfield HomesChelsea & Ian Payne19759 Henning AveCity, State:Lakeville, MNPlan/Model #:Oxford CustomJob Number:24394Lyman 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:Alex S.Drawn Date:10/21/2020Revised By:Jeff D.Revision Date:12/2/2020Revision #: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 19759 Henning Ave Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Friday, October 2, 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:Friday, October 2, 2020 Client Name:Country Joe Homes Client Address:19759 Henning Ave 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 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:1,265 CFM Per Square ft.:0.308 Square ft. of Room Area:4,106 Square ft. Per Ton:1,355 Volume (ft³):26,167 Building Loads Total Heating Required Including Ventilation Air:71,040 Btuh 71.040 MBH Total Sensible Gain:28,345 Btuh 78 % Total Latent Gain:8,020 Btuh 22 % Total Cooling Required Including Ventilation Air:36,365 Btuh 3.03 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\19759 Henning Ave.rh9 Friday, October 2, 2020, 10:23 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 161 CFM 83 CFM Infiltration Actual:0.308 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 26,167 X 26,167 8,050 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:134 CFM 0 CFM Total Building Ventilation:90 CFM 90 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 (161 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (83 CFM), Construction: Average C:\Users\Slykke\Desktop\19759 Henning Ave.rh9 Friday, October 2, 2020, 10:23 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 3.03 1,355 4,106 28,345 8,020 36,365 71,040 815 1,265 1,265 System 1 3.03 1,355 4,106 28,345 8,020 36,365 71,040 815 1,265 1,265 12x18 Ventilation 1,345 2,220 3,565 8,357 Return Duct 0 0 0 1,776 Humidification 4,874 Zone 1 4,106 27,000 5,800 32,800 56,033 815 1,265 1,265 12x18 1-Lower Level 1,399 6,315 1,400 7,715 14,156 206 296 296 3--7 2-Main Level 1,402 11,830 2,400 14,230 24,785 361 554 554 6--6 3-Upper Level 1,305 8,855 2,000 10,855 17,093 249 415 415 4--7 C:\Users\Slykke\Desktop\19759 Henning Ave.rh9 Friday, October 2, 2020, 10:23 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 0.1 369 206 296 296 3--7 2-Main Level Built-In 0 750 0.01 0.1 470.4 361 554 554 6--6 3-Upper Level Built-In 0 750 0.01 0.1 388.1 249 415 415 4--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 843.3 815 1,265 1,265 12x18 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:815 Cooling Flow:1265 C:\Users\Slykke\Desktop\19759 Henning Ave.rh9 Friday, October 2, 2020, 10:23 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-393.8 9,931 0 6,657 6,657 4agdoor: Glazing-63 1,590 0 1,059 1,059 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 1040 4,524 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 2737.2 15,481 0 1,708 1,708 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 1402 2,684 0 1,512 1,512 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 1399 3,286 0 0 0 22B-15pl: Floor-Slab on grade, Vertical board insulation covers slab edge and extends straight down to 3' below grade, any floor cover, R-15 insulation, passive, light dry soil, U-value 0.178 180 2,787 0 0 0 Subtotals for structure:41,800 0 11,372 11,372 People:6 1,200 1,380 2,580 Equipment:4,600 7,600 12,200 Lighting:1700 5,797 5,797 Ductwork:3,552 0 0 0 Infiltration: Winter CFM: 134, Summer CFM: 0 12,457 0 0 0 Ventilation: Winter CFM: 90, Summer CFM: 90 8,357 2,220 1,345 3,565 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 13.29 gal/day :4,874 0 0 0 AED Excursion:0 0 851 851 Total Building Load Totals:71,040 8,020 28,345 36,365 Check Figures Total Building Supply CFM:1,265 CFM Per Square ft.:0.308 Square ft. of Room Area:4,106 Square ft. Per Ton:1,355 Volume (ft³):26,167 Building Loads Total Heating Required Including Ventilation Air:71,040 Btuh 71.040 MBH Total Sensible Gain:28,345 Btuh 78 % Total Latent Gain:8,020 Btuh 22 % Total Cooling Required Including Ventilation Air:36,365 Btuh 3.03 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\19759 Henning Ave.rh9 Friday, October 2, 2020, 10:23 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:1,399.0 sq.ft.Supply Air:296 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.6 AC/hr Volume:11,192 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:23 CFM Runout Air:99 CFM Percent of Supply.:8 % Runout Duct Size:7 in.Actual Summer Vent.:21 CFM Runout Air Velocity:369 ft./min.Percent of Supply:7 % Runout Air Velocity:369 ft./min.Actual Winter Infil.:17 CFM Actual Loss:0.069 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 50 X 8 400 0.050 4.4 1,740 0.0 0 0 E -Wall-15B0-10sf-8 40 X 8 320 0.050 4.4 1,392 0.0 0 0 S -Wall-12F-0bw 50 X 8 293 0.065 5.7 1,657 0.6 0 183 W -Wall-15B0-10sf-8 40 X 8 320 0.050 4.4 1,392 0.0 0 0 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 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 17.5 0.290 25.2 442 16.8 0 294 Floor-21A-20 1 X 1399 1399 0.027 2.3 3,286 0.0 0 0 Subtotals for Structure:12,167 0 1,981 Infil.: Win.: 16.6, Sum.: 0.0 400 3.850 1,540 0.000 0 0 Ductwork:449 0 AED Excursion:199 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:14,156 1,400 6,315 C:\Users\Slykke\Desktop\19759 Henning Ave.rh9 Friday, October 2, 2020, 10:23 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:1,402.0 sq.ft.Supply Air:554 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.6 AC/hr Volume:12,618 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:40 CFM Runout Air:92 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:39 CFM Runout Air Velocity:470 ft./min.Percent of Supply:7 % Runout Air Velocity:470 ft./min.Actual Winter Infil.:67 CFM Actual Loss:0.138 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 50 X 9 380.5 0.065 5.7 2,152 0.6 0 237 E -Wall-12F-0bw 40 X 9 316 0.065 5.7 1,787 0.6 0 197 S -Wall-12F-0bw 50 X 9 309.2 0.065 5.7 1,749 0.6 0 193 W -Wall-12F-0bw 40 X 9 350 0.065 5.7 1,979 0.6 0 218 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Gls-4a shgc-0.28 100%S (2)27.5 0.290 25.2 694 9.4 0 258 E -Gls-4a shgc-0.28 0%S 26 0.290 25.2 656 30.2 0 786 E -Gls-4a shgc-0.28 0%S (2)8 0.290 25.2 202 30.3 0 242 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 S -Gls-4a shgc-0.28 0%S (3)49.5 0.290 25.2 1,248 16.8 0 831 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 (2)18 0.290 25.2 454 16.8 0 302 S -Gls-4agdoor shgc-0.28 0%S 21 0.290 25.2 530 16.8 0 353 W -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 30.2 0 302 UP-Ceil-16B-44 97 X 1 97 0.022 1.9 186 1.1 0 105 Floor-22B-15pl 180 ft..Per. 180 0.178 15.5 2,787 0.0 0 0 Subtotals for Structure:17,763 0 5,640 Infil.: Win.: 67.2, Sum.: 0.0 1,620 3.849 6,236 0.000 0 0 Ductwork:786 0 AED Excursion:373 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:24,785 2,400 11,830 C:\Users\Slykke\Desktop\19759 Henning Ave.rh9 Friday, October 2, 2020, 10:23 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:1,305.0 sq.ft.Supply Air:415 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.4 AC/hr Volume:10,440 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:4 Actual Winter Vent.:27 CFM Runout Air:104 CFM Percent of Supply.:7 % Runout Duct Size:7 in.Actual Summer Vent.:30 CFM Runout Air Velocity:388 ft./min.Percent of Supply:7 % Runout Air Velocity:388 ft./min.Actual Winter Infil.:50 CFM Actual Loss:0.077 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 40 X 8 256 0.065 5.7 1,448 0.6 0 160 E -Wall-12F-0bw 36 X 8 288 0.065 5.7 1,629 0.6 0 180 S -Wall-12F-0bw 40 X 8 256.5 0.065 5.7 1,451 0.6 0 160 W -Wall-12F-0bw 36 X 8 288 0.065 5.7 1,629 0.6 0 180 N -Gls-4a shgc-0.28 100%S (4)60 0.290 25.2 1,512 9.3 0 560 N -Gls-4a shgc-0.28 100%S 4 0.290 25.2 101 9.3 0 37 S -Gls-4a shgc-0.28 0%S (2)30 0.290 25.2 756 16.8 0 504 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 17.5 0.290 25.2 442 16.8 0 294 UP-Ceil-16B-44 1305 X 1 1305 0.022 1.9 2,498 1.1 0 1,407 Subtotals for Structure:11,870 0 3,751 Infil.: Win.: 50.4, Sum.: 0.0 1,216 3.850 4,681 0.000 0 0 Ductwork:542 0 AED Excursion:279 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:17,093 2,000 8,855 C:\Users\Slykke\Desktop\19759 Henning Ave.rh9 Friday, October 2, 2020, 10:23 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 1,399 14,156 206 3-7 369 6,315 1,400 296 296 2 Main Level 1,402 24,785 361 6-6 470 11,830 2,400 554 554 3 Upper Level 1,305 17,093 249 4-7 388 8,855 2,000 415 415 Ventilation 8,357 1,345 2,220 Humidification 4,874 Return Duct 1,776 0 0 System 1 total 4,106 71,040 815 28,345 8,020 1,265 1,265 System 1 Main Trunk Size:12x18 in. Velocity:843 ft./min Loss per 100 ft.:0.097 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.03 78% / 22%28,345 8,020 36,365 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\19759 Henning Ave.rh9 Friday, October 2, 2020, 10:23 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 10/2/2020 Mailing Address of the Dwelling or Dwelling Unit City 19759 Henning Ave 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 STEFFES BRYANT Powered Model 912SD48080 STFH080C2X045 BA13NA042 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:80,000 Capacity in Gallons: 80 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 71,040 28,345 36,365 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 DJM 10/30/20 X