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LA187955 9911 189th St W Permit Pack
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 FLOORTOTAL2,774 SF1,394 SF--GARAGEBASEMENTFLOOR AREAFINISHED-83 SF950 SF1,308 SFUNFINISHED200 AMP SERVICEGARAGE RIGHTFULL BASEMENTPRESERVE OF LAKEVILLELOT 5, BLOCK 2 9911 - 189th STREET WESTSECOND FLOOR1,297 SF-WHITNEY & CODY LUBELEYSIDEWALK53 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,278 SF919 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 CENTERLINE OFLINE OFFIREPLACESHEETROCK4'-8"1'-5"GreatRoomSCALE: 3/8" = 1'-0"16'-0"4'-638"15'-414"4'-638"1'-434"1'-434"3'-6"9'-11 8" 3'-214"SHEETROCK4'-518"4'-8"STONE24x24 FIXED24x24 FIXEDGreatRoom4'-0"GAS FIREPLACE1'-5"6"6'-312"4'-638"6'-0"2'-5"2'-914"2'-5"2'-5"15'-414"4'-638"2'-3316"2'-3316"2'-3316"2'-3316"STONE RETURNS3 SIDED MANTLET.O. RIM6x6 POST12" CONC. PIER1x6 LP TRIM1x6 LP TRIM2'-0"T.O. FTG.VARIEST.O. WALL1'-2"SCALE: 3/4" = 1'-0"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"SIDEWALK 53 SFPorchGarage6'-0"8'-9"66FRAMERS - 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 WALLSSCALE: 1-1/2" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-11'-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 PIPE8-28-20A-0COVER SHEETOXFORD 4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701NOVEMBER 9, 20202NOVEMBER 23, 2020JANUARY 6, 20213Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/13/2021dmathews SCALE: 1/4" = 1'-0"A-11FRONT ELEVATION - AFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.6"X6"X6" BRACKETS - BL246118" RAKE END OVERHANG8" TRIM BOARD8" FRIEZE BOARD121012106"X6"X6" BRACKETS - BL246118" RAKE END OVERHANG1'-0"1'-0"1'-0"12108:128:126.5:128:124:124:12BUMPED OUT SHED ROOF10" HEEL HEIGHTMAIN 8:12 PITCH ROOF1'-0 1/4" HEEL HEIGHT1ST FLRSUBFLOORELEV.109'-6 18""GARAGE WALLPLATE8'-5"1'-6"GARAGE SLABELEV.107'-9 18""WOOD DECK8" TRIM BOARD8" FRIEZE BOARDHARDIELAP1'-6"6" WINDOW TRIMHARDIE COLORPLUSBOARD - HARDIE PLANKBATTEN MUST BE 3" W/ TEXTUREFOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHINGBOTH GARAGE PIERS8'-0"8" TRIM - 7-1/4" FRAMED SOFFIT6" HARDIE FREEZE BD.6" HARDIE FREEZE BD.6" TRIMBOX OUT GABLE 6"5'-9" 6'-2"DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)BOX OUT GABLE 6"HARDIE SKIRT BOARDSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESRETURN2'-0" STONE8'-4"9'-118"1ST FLRSUBFLOORELEV.109'-6 18""T.O. MAINFND. WALLELEV.108'-4"T.O. SLABELEV.100'-4"T.O. FTG.ELEV.100'WALL PLATEELEV.118'-7 1/4"2ND FLRSUBFLOORELEV.119'-7 7/8"8'-118"WALL PLATEELEV.127'-9"ADDRESSHARDIE LAPHARDIE BOARD ON ALL 4 SIDES6"X6"X6" BRACKETS - BL246118" RAKE END OVERHANG8" TRIM BOARD6" HARDIE FREEZE BD.6'-2"BOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURE16'-0"16'-0"1210BEHINDRIDGE8'-0" 8'-0"8-28-20ELEVATIONSOXFORD A-1TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701NOVEMBER 9, 20202NOVEMBER 23, 2020JANUARY 6, 20213 A-2RIGHT ELEVATION2SCALE: 1/8" = 1'-0"A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"ROOF PLANA-24SCALE: 1/8" = 1'-0"LEFT ELEVATION3A-2124128126.512810:121ST FLOORELEV. 109'-6-1/8"2ND FLRSUBFLOORELEV.119'-7 7/8"9'-11 8"WALL PLATEELEV.118'-7 1/4"1281'-0"1'-6"HARDIELAP8:126"1'-4"6"T.O. SLABELEV.100'-4"6"1ST FLOORELEV. 109'-6-1/8"2ND FLRSUBFLOORELEV.119'-7 7/8"9'-118"WALL PLATEELEV.118'-7 1/4"1'-0"8:12T.O. SLABELEV.100'-4"GAS F.P.VENT1'-4"1'-6"WOOD DECK12812810:1210:121241'-0"1'-0"12101'-0"1'-6"1'-6"8:121'-6"ELEV. 100'-0"TOP OF FTG.EL.100'-0"TOP OF FTG.EL.100'-0"TOP OF FTG7" FRAMED SOFFIT12 ROOF VENTS8:1210:128:1210:128:12 10:1210:121'-6"4:12 8:12 8:128:12 1'-6"1'-0"1'-6"6"1'-6"1'-6"1'-0" 1'-0"1'-0"1'-6" 1'-0" 1'-6" 1'-6"1'-6"1'-6"6.5:12 HIPHARDIE ALL 4 SIDESHARDIE ALL 4 SIDESHARDIE ALL 4 SIDES121010:1210'-0"20'-0" 34'-0" 26'-6" 8'-0" 4:12 HARDIELAPHARDIELAPEGRESSWINDOW6"RIDGEVALLEYHIP1'-0"VALLEYPITCHCHANGERIDGEVALLEYHIPOXFORD8-28-20ELEVATIONSA-24 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701NOVEMBER 9, 20202NOVEMBER 23, 2020JANUARY 6, 20213Secure door closed until deck isconstructed with a separate permit. BASEMENT PLAN1FURN.WATERHEATERMechanicalRoom4" CONC. SLAB212 SF28 "30"FutureBath4" CONC. SLAB45 (FLOOR)(2) 11-7/8" LVL6" CURB ON TOP OFFOOTINGS AT INTERIORBEARING WALLS (TYPICAL)TOP OF CURB FLUSH WITHTOP OF BASEMENT SLABBEARING WALLBEARING WALL7A6T.O. 6" CURBEL. 108'-4"8"x20" CONCRETEFOOTING - TYPICALT.O. FOOTINGLELEV. 100'-0"'T.O. 8" WALL108'-4"T.O. 6" CURBEL. 108'-4"Unexcavated4" CONC. SLABFutureFamily Room4" CONC. SLABFutureBedroom #54" CONC. SLAB38'-0"58'-0"10'-0"24"LINEN 26'-6" 8" 20'-0" 54'-0" 8'-0"18'-0"13'-0"19'-0"8'-0"15'-11"7'-914"10'-4"HVAC SOFFIT2x10 PORCH LEDGERUP 15R1A-615'-1014"7'-8" 12'-634"11'-834"2'-1112"10'-614"4'-614"3'-1012"3'-1012"HVACCHASEABOVE4'-2"SLOPE SLAB FOR DRAINAGEVARIEST.O. SLABT.O. 8" WALLEL. 107'-8"T.O. 6" CURBEL. 108'-4"EL. 108'-4"EL. 108'-4"T.O. 6" CURBEL. 108'-4"T.O. 8" WALLEL. 104'-4"T.O. FTG.EL. 107'-8"T.O. 6" CURBT.O. 6" CURB2'-0"1'-412"16'-3" M.O.1'-412"1'-412"16'-3" M.O.1'-412"T.O. 2" LEDGEEL. 107'-8"EL. 104'-4"T.O. FTG.19'-0"19'-0"2'-6"1'-51 2" 5'-1134" 5'-0"(2) 2x10DROPPED4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED2'-0"VOID ALLOW FOR SEWER24" VOID TO4'-2"36"x36"x12" FTG. PAD1'-2"(3) 1-3/4" x 11-7/8" LVL4'-934"DROPPEDT.O. 8" WALLEL. 108'-4"T.O. FTG.EL. 100'-0"8'-4" TALL FOUNDATION WALLEL. 100'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALLT.O. 8" CONC.T.O. FTG.EL. 108'-4"EL. 100'-0"46'-31516"4 5 ' - 2 9 1 6 "53'-8"6 0 ' - 5 9 1 6"5,000 LB. FOOTINGSTRENGTH MIXP.T. 2X8 DECK JOISTS @ 16" O.C. FTG S . T Y P . 24"x2 4 "LINE OF PORCH ABOVE7'-0"8'-0"8'-6"10'-6"2'-0"2'-0"3A612" CONC. PIERS(3) 2x1020'-0"20'-6"1'-0"4" WIDE x 12-1/2" TALLBEAM POCKET8'-0" (2) 2x10 2'-6" 60x42 SLIDER 2'-034" 9'-6"6" WIDE x 12-1/2" TALLBEAM POCKETEACH SIDED5'-63 4" M.O. 6'-6"CDSFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED(3) 2x1066-1/2" M.O.28"32"HOSEBIBHOSEBIB(1) 11-7/8" LVL 11-7/8" LSL JOISTS @ 16" O.C. 11-7/8" LSL JOISTS @ 16" O.C.SUMP4'-6"HALF WALL8'-10" 11-7/8" LSL JOISTS @ 16" O.C.2" BRICK LEDGEEL. 107'-8"30x30x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOM8'-0"DRAINFLOOR4" SLEEVE DOWN18" FROM LEDGEFOR FLOOR DRAINWATERFinishedStairsCARPET3X7BACKWATERVALVE2x4 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 SF212 SF88 SF83 SF1,391 SFFAMILY ROOM791 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"BASEMENT PLANA-38-28-20TWO STORY 4 BEDROOM OXFORD LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701NOVEMBER 9, 20202NOVEMBER 23, 2020JANUARY 6, 20213UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. (2) 30" x 66" MULLED48x78 FIXDN 15R UP 16R 1/2" SHEATHING - EXT. TYPICAL GARAGE WALL 2x6 STUD WALLS @ 16" O.C. W/ Garage 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORS 5/8" TYPE X GYP. BRD. ON ALL COMMON WALLS & CEILINGS. MUD ALL JOINTS@ 24" O.C.20" FLR TRUSS(2) 20" LVLWALL LINE ABOVE UPPER LEVEL WALL LINE Great Room WOOD Dining Room WOOD Foyer WOOD STUDY WOOD 20 MINUTE FIRE RATED DOOR RO0F TRUSSES @ 24" O.C. 38'-0" 2x6 STUD WALLS @ 16" O.C. W/ (R=21) FIBERGLASS BATT INSULATION 4 MIL POLY VAPOR BARRIER & 1/2" GYP. BD. TYPICAL EXT. WALL INSIDE AND 1/2" SHEATHING - EXT.28"5'-458"16'x8' O.H. DOOR8'-0"10'-4"7'-8"16'-0"34'-0"8'-0"3'-1012"19'-0"13'-0"18'-0" 6'-6"6'-6" 8'-10" 12'-9" 6'-7"6'-2"20'-0"11'-10"2'-6"26'-6"5'-8"5'-934"5'-034"5'-614"11'-9" 9" 26'-0" 1 A-6 NEWEL POST BEARING WALL 10'-6" 2'-0"3'-10"4'-3"SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN A-4 1 CANTILEVER CLOSET FLOOR HVAC 1'-6"16'-0" 19'-0" 1'-6" (2) 1-3/4"x11 7/8" LSL CONT. HEADER 16'x8' O.H. DOOR 1'-6"1'-6"16'-0" 19'-0"8'-0"2'-0"2'-0"5'-218"4'-978"54x66 FIXED30x66 30x66 2-2x62-2x6(2) 2x10 36x66 36x66 2- 2 x 62-2x636x66 (2) 1-3/4x9-1/2" LSLDROPPED (3) 2x10 (3) 1-3/4" x 14" LVL FLUSH (2) 2x10OPENING32" SHEETROCK(2) 2x10 5'-3" B B E R & S4'-3"2-2x630x66B NO I-JOIST ABOVEGARAGE PLATE 8-1/8" LOWER THAN HOUSE PLATE. RAILING TO LANDING 4- 2 x 6 4-2x658'-0"8'-0"6 6 Porch WOOD 8'-6"10'-6"1'-0"7'-0"8'-0"(2) 1-3/4"x7-1/4" LSL 66 (2) 1-3/4"x7-1/4" LSL LINE OF 20" SOFFIT (7-1/4" TALL) 1'-8"1'-8"10'-2"3'-9"Kitchen WOOD 2'-3"4'-512"30x6632"ISPD 2968ANDERSEN OPENING36" SHEETROCK(+96")(+96")Stairs GIRDER @ 24" O.C.MONO TRUSSESGIRDER TRUSS(2) 1-3/4" x 11-7/8" LSLSTANDARD GAS FIREPLACE 4'-61 4"5'-113 4"2'-1"THERMOSTAT 50'-0" 6'-0" SHEETROCK OPENING(+96") 4'-0"DW96"x 24"ISLAND TOP SIZE 99"x54""OVERHANG - 2 LEGS8'-0"8'-3"PORTAL FRAME2'-4"R & SFLUSH BEAM ABOVEFlex Room CARPET Mud Room VINYL W.I.C. VINYL Bath WOOD 26 SFFAN Pantry WOOD DROP ZONE BENCH ROD & SHELF 4' BI-FOLD28"30"6'-334"4'-114"5'-4"4'-3"1'-1014"32"28"Hall WOOD Hall WOOD 12'-9"NO I-JOIST ABOVE28"8'-2"CD 5'-61 4"OPENING36" SHEETROCK(+96")2'-9"2'-6"B (2)36x60 MULLED 3'-912"1'-5"6'-0"2'-5"2'-914"2'-5"2'-5"6'-0"24x24 FIXED24x24 FIXEDB B (2) 2x10(2) 2x10(2) 2x1020'-6" A 6'-3"6'-3" 9'-21 4"11'-33 4" 5'-034"4'-83 4" LINE OF 2ND FLR. (2) 2x10 GAS COOKTOP4'-0"5'-238"2 A-7 36" 36"8'-10"PANELACCESSATTIC22x30S S S WINDOW SILLS MORE THAN 6" ABOVE FINISHED GRADE (SURFACE BELOW) OR LESS THAN 36" FROM FINISHED FLOOR SHALL REQUIRE A WINDOW OPENING CONTROL DEVICE.11-7/8" TJI JOISTSSEE EWP PLAN FOR SPACING11-7/8" TJI JOISTSSEE EWP PLAN FOR SPACING1'-9"17'-9"36"(2) 2x10 4'-51 2" 16'-012" 8'-0" DRAIN FLOOR (2) 1-3/4"x11 7/8" LVL CONT. HEADER PORTAL FRAME8'-10"OVEN 70" REF. RECYCLE MICROVENT VAULT 4:12 VAULT 4:12 MUSTEE #14 FLOOR MOUNT 26'-0"10'-0"36X12 TRANSOM ABOVE DOOR CHASE WALL (1) 1-3/4" x 11-7/8" LSL (1) 1-3/4" x 11-7/8" LSL3-2x65X5 P SL 3- 2 x 6 5X5 P SL5X5 PSL4- 2 x 6 (3) 14" LVL(2) 2x104- 2 x 6(2) 2x10(2) 9.5" LSL (1) x 11-7/8" LSL2x4 INTERIOR WALLS 2x6 INTERIOR WALLS SHEATHING - INSULATED CONCRETE WALLS BRICK / BRICK LEDGE 2x6 EXTERIOR WALL WITH 1/2" FUTURE FINISH WALL LEGEND FINISHED ROOM SIZES STUDY - WOOD GREAT ROOM - WOOD 105 SF 254 SF STAIRS 86 SF KITCHEN/DINE/FOYER - WOOD 480 SF MUD ROOM & W.I.C. - VINYL 77 SF FLEX ROOM 148 SF REAR HALL - WOOD 20 SF POWDER BATH - WOOD 26 SF HALL & PANTRY - WOOD 51 SF HEADER HEIGHT SCHEDULE A B C 6'-11-1/4" 8'-0" 7'-6" D 6'-11-3/8" E 9'-6" OFF LANDING F 5'-0"OXFORD8-28-20 FIRST FLOOR PLAN A-44 BEDROOMTWO STORYLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC6276701 NOVEMBER 9, 2020 2 NOVEMBER 23, 2020 JANUARY 6, 20213 BWPs Above 8 9 3.5 7 7 5 5 5 5 17 Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. PFH PFH PFH PFH SECOND FLOOR PLAN1SCALE: 1/4" = 1'-0"A-5DN 16R36x60 48"x48"FIXED(2) 36"x54" CASE-MULLEDLOWER LEVELWALL LINELOWER LEVELWALL LINELOWER LEVELWALL LINELOWER LEVELWALL LINERO0F TRUSSES@ 24" O.C.MasterBedroomWOODMasterBathC.T.55 SF (FLR)FANW.I.C.WOODPANELACCESSATTIC22x30Bedroom #2CARPETBedroom #3CARPETBedroom #4CARPETFANINBathVINYL48 SF (FLR)LAUNDRYVINYL63 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"26'-0"10'-3"CENTERED ON RIDGE ABOVE10'-3"8'-114"5'-812"5'-812"37'-6"5'-9"5'-9"4'-0"4'-0"1'-0" 26'-0"8'-0"14'-0" 20'-0" 8'-6"11'-6"10'-10"11'-7"15'-1"15'-714"6'-2"2'-0"2A63A62'-6"3'-912"3'-912"10'-614"4'-0"7'-0" 5'-6"5'-734"1'-10" 7'-0"5'-4"9'-1134"2'-6"GIRDERTRUSS36x6020'-6"36x609'-1114"5'-612"2'-0"SAME HEIGHT AS PLATE (8'-1-1/8")(+8") STEP UP CEILING(8'-9-1/8")2'-0"72"x36"SLIDE IN TUB6'-0"(2) 2X10(2) 2X10(2) 2X10(3) 2X10(2) 2X10(2) 2X10(2) 2X103'-9"40'-0"7'-412" 2'-014"36x60 36x60 4'-612"4'-612"2'-6"1'-6"11'-834"1'-9"1'-9"11'-6"AAAAAAASLIDELINEN8'-0"3'-512"42x60(2) 2X10A10'-0"4'-012"6'-4"WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.28"WDTEMP.3'-734"11'-7"7'-4"8'-1134" 2'-5"7'-912"3'-912"5'-312"60"x36"CDCD3'-934" 15'-41 4"(+84")SOFFIT26'-6"C.T. WALLS & BASEFRAME WALL @ (+36")TALL. GLASS BETWEENSHOWER & TUB28" GLASS SWING DOOR2 - SHAMPOO SHELVES@ 4' & 5'ROUGH-INCEILING FANROUGH-INCEILING FANROUGH-INCEILING FANROUGH-INCEILING FAN3-2x660x322x4 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"HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"FINISHED ROOM SIZESMASTER BEDROOM - WOODLAUNDRY - VINYLMASTER BATH - C.T.222 SF63 SF102 SFHALLWAY & LINEN125 SFBEDROOM # 2139 SFBEDROOM # 4147 SFBEDROOM # 3171 SFBATH - VINYL73 SFMASTER W.I.C. - WOOD63 SFTHE TOTALS FOR FLOORING ARE ON FLOOR PLANOXFORD8-28-20SECOND FLOORA-54 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701NOVEMBER 9, 20202NOVEMBER 23, 2020JANUARY 6, 20213-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.332.52.5 SCALE: 1/4" = 1'-0"BUILDING SECTIONA-618" x 20" CONC. FTG'S4" CONCRETE SLABTYPICAL11-7/8" LSL JOISTS @ 16" O.C.8'-4" 1'-9" 7'-5"T.O. 6" CURBELEV. 108'-4"BOTTOM OF ALL FOOTINGS TO BE 4' MINIMUMBELOW FINISH GRADE RESTING ON UNDISTURBED SOIL12101ST FLRSUBFLOORELEV.109'-6 18""8'-5" 1'-9" 1'-101 2"1'-6"1'-0"1'-0"8'-4"8'-218" 9'-218" 4'-338"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 SLABPITCHED PER PLAN5/8" 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" 81 8"5,000 LB. FOOTINGSTRENGTH MIXGARAGE PLATE 8-1/8"LOWER THAN HOUSE PLATEMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"OXFORD8-28-20SECTIONA-64 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701NOVEMBER 9, 20202NOVEMBER 23, 2020JANUARY 6, 20213 BUILDING SECTION2A-7SCALE: 3/8" = 1'-0"8'-11 8"4" CONCRETE SLAB8" x 20" CONC. FTG'SPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL8'-51 2"ELEV. 100'-0"TOP OF FOOTINGELEV. 118'-7-1/4"ELEV. 119'-7-7/8"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 108'-4"ELEV. 109'-6-1/8"1ST FLOOR9'-11 8"1178" 34" 34" 1178"ELEV. 127'-9"2ND FLOOR CLG.BOISE RIM BOARD1-1/8" OSB RIM BOARDWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BOISE 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 11-7/8" 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.MIN. 6" ENERGY HEALSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONR-20 SPRAY FOAM @ RIMR-20 SPRAY FOAM @ RIM(R-20)(R-20)5,000 LB. FOOTINGSTRENGTH MIX2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY3/4" OSB FLOOR SHEATHINGGLUED AND NAILED3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDMAINTAIN 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.)1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISESHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVES8'-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)SCALE: 3/8" = 1'-0"PORCH SECTIONA-721'-6"8'-4"2' CANTILEVERED JOISTS.BLOCK JOISTS PER MFG.SPECIFICATIONP.T. 2x87'-0"COLUMN BEYONDSEE ELEVATIONSAND FLOOR PLAN(3) 2X10 BEAM124VERIFY: FASCIA TOPLANE OUT WITHGARAGE FASCIA8'-11 8"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"OXFORD8-28-20SECTIONA-74 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701NOVEMBER 9, 20202NOVEMBER 23, 2020JANUARY 6, 20213 Products PlotID Length Product Plies Net Qty TJI Blocking 4' 4" 11 7/8" TJI 210 joist 1 1 1-11.875" LVL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 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 3x7 PSL 10' 0" 3 1/2" x 7" 1.8E Parallam PSL 1 1 TS1 34' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6 TS2 28' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9 TS3 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 19 TS4 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS5 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 8 TS6 4' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4 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 3' 6 1/2" 2x8 blocking (11 7/8" joist depth) 1 1 3-2x10 Trtd. 12' 0" 2 X 10 SP No.1 P 3 3 3-2x10 Trtd. 9' 0" 2 X 10 SP No.1 P 3 3 Wall Framing PlotID Length Product Plies Net Qty 2-2x10-7' 6' 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 Start Joist Layout Here. 16" o/c 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 8 Simpson LUS210 8- 10dx1.5 - 4- 10d No CS CSCSCSCSCS CSCSCS CS 2-2x10-4' 2-11.875" LVL-12' 3-11.875" LVL-14'TS3TS3TS3RimRimRimRimRimRimRim Rim Rim Rim Rim Rim TJI Blocking 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.1-11.875" LVL-24'TS2TS2TS2TS5TS31' 5"1' 3" 3x7 PSL Rim2x8 Flat BlockingE1 Alt 1-11.875" LSL-12' 1' 4"TS33-2x10 Trtd. 3-2x10 Trtd. H1 2-2x10-7'H2Round 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 TS5 16" O.C. TS4 16" O.C.TS2 16" O.C. TS2 16" O.C. TS3 16" O.C.TS616" O.C.H2H2 TS1 16" O.C. Solid Blocking Solid Blocking Solid Blocking Solid Blocking Customer:Job Name:Address/Lot:Youngfield HomesLubeley9911 189th Street WCity, State:Lakeville, MNPlan/Model #:OxfordJob Number:24528Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:12/15/2020Revised 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 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 4 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - No H2 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 No H3 8 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No H4 1 Simpson MIU4.28/11 20- 10dx1.5 - 2- 10dx1.5 No Products PlotID Length Product Plies Net Qty F36' 36' 0" 11 7/8" TJI 210 joist 1 8 F20'-2 20' 0" 11 7/8" TJI 210 joist 2 2 F20' 20' 0" 11 7/8" TJI 210 joist 1 13 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-16' 16' 0" 1 3/4" x 20" 2.0E Microllam LVL 2 2 3-14" LVL-20' 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 3 3-14" LVL-14' 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 3 2-11.875" LVL-20' 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1 2-11.875" LSL-20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4 1-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 1-11.875" LSL-8' 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 1-11.875" LSL-4' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 2-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 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 8 2x8 Flat Blocking 17' 7 7/16" 2x8 blocking (11 7/8" joist depth) 1 1 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 2 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 3-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 16" o/c CS 2-2x10-4' 3-2x10-4'2-2x10-3'2-2x10-3'2-2x10-5'3-14" LVL-20'2-9.5" LSL-10' 1-11.875" LSL-12'1-11.875" LSL-4'2-11.875" LSL-20'2-20" LVL-16'2-7.25" LSL-22'RimRim Rim Rim RimRim 2x8 Flat Blocking F20'F20'-2Rim 3-14" LVL-14' E1 Alt Girder Truss 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" LVL-20' 5x5 PSL Girder Truss2-2x10-4'Rim2-2x10-6'1-11.875" LSL-8'2-2x10-10' 2-2x10-7'2-9.5" LSL-12'2-11.875" LSL-20'H2 1' 9"11"Rim2-2x10-6'H4F14' 16" O.C. F16' 16" O.C. H1 F36' 16" O.C. F20' 16" O.C. H3H3 4-2x6 4-2x6 4-2x6 4-2x6 3-2x63-2x6 ← Floor Trusses →4,806# 5x5 PSL 5x5 PSL Customer:Job Name:Address/Lot:Youngfield HomesLubeley9911 189th Street WCity, State:Lakeville, MNPlan/Model #:OxfordJob Number:24528Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:12/15/2020Revised 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 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 3-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 3 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 12 Girder Truss 2-2x10-4' 2-2x10-4' 2-2x10-4'2-2x10-4' 3-2x10-7' 2-2x10-4'2-2x10-4'2-2x10-5' 3-2x63-2x6 Customer:Job Name:Address/Lot:Youngfield HomesLubeley9911 189th Street WCity, State:Lakeville, MNPlan/Model #:OxfordJob Number:24528Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:12/15/2020Revised 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 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 9911 189th St Lakeville, MN Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Tuesday, November 24, 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:Tuesday, November 24, 2020 Client Name:Country Joe Homes Client Address:9911 189th St 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 South Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%74 37 Check Figures Total Building Supply CFM:1,187 CFM Per Square ft.:0.290 Square ft. of Room Area:4,085 Square ft. Per Ton:1,421 Volume (ft³):24,161 Building Loads Total Heating Required Including Ventilation Air:68,396 Btuh 68.396 MBH Total Sensible Gain:26,674 Btuh 77 % Total Latent Gain:7,820 Btuh 23 % Total Cooling Required Including Ventilation Air:34,495 Btuh 2.87 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\9911 189th St.rh9 Tuesday, November 24, 2020, 9:08 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 149 CFM 77 CFM Infiltration Actual:0.296 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 24,161 X 24,161 7,140 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:119 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 (149 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (77 CFM), Construction: Average C:\Users\Slykke\Desktop\9911 189th St.rh9 Tuesday, November 24, 2020, 9:08 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 2.87 1,421 4,085 26,674 7,820 34,495 68,396 758 1,187 1,187 System 1 2.87 1,421 4,085 26,674 7,820 34,495 68,396 758 1,187 1,187 12x17 Ventilation 1,345 2,220 3,565 8,357 Return Duct 0 0 0 3,420 Humidification 4,634 Zone 1 4,085 25,329 5,600 30,929 51,986 758 1,187 1,187 12x17 1-Lower Level 1,394 4,576 1,200 5,776 11,493 168 214 214 2--7 2-Main Level 1,394 12,014 2,400 14,414 22,835 333 563 563 6--6 3-Upper Level 1,297 8,739 2,000 10,739 17,658 257 409 409 4--7 C:\Users\Slykke\Desktop\9911 189th St.rh9 Tuesday, November 24, 2020, 9:08 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 0.1 401.1 168 214 214 2--7 2-Main Level Built-In 0 750 0.01 0.1 477.8 333 563 563 6--6 3-Upper Level Built-In 0 750 0.01 0.1 383 257 409 409 4--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 837.6 758 1,187 1,187 12x17 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:758 Cooling Flow:1187 C:\Users\Slykke\Desktop\9911 189th St.rh9 Tuesday, November 24, 2020, 9:08 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-373.8 9,428 0 6,599 6,599 4agdoor: Glazing-21 530 0 353 353 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 1120 4,872 0 0 0 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 160 752 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 2559.2 14,474 0 1,596 1,596 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 1394 2,668 0 1,503 1,503 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 1394 3,275 0 0 0 Subtotals for structure:37,516 0 10,487 10,487 People:5 1,000 1,150 2,150 Equipment:4,600 7,600 12,200 Lighting:1700 5,797 5,797 Ductwork:6,840 0 0 0 Infiltration: Winter CFM: 119, Summer CFM: 0 11,050 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) 12.64 gal/day :4,634 0 0 0 AED Excursion:0 0 295 295 Total Building Load Totals:68,396 7,820 26,674 34,495 Check Figures Total Building Supply CFM:1,187 CFM Per Square ft.:0.290 Square ft. of Room Area:4,085 Square ft. Per Ton:1,421 Volume (ft³):24,161 Building Loads Total Heating Required Including Ventilation Air:68,396 Btuh 68.396 MBH Total Sensible Gain:26,674 Btuh 77 % Total Latent Gain:7,820 Btuh 23 % Total Cooling Required Including Ventilation Air:34,495 Btuh 2.87 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\9911 189th St.rh9 Tuesday, November 24, 2020, 9:08 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:1,394.0 sq.ft.Supply Air:214 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.2 AC/hr Volume:11,152 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:20 CFM Runout Air:107 CFM Percent of Supply.:9 % Runout Duct Size:7 in.Actual Summer Vent.:16 CFM Runout Air Velocity:401 ft./min.Percent of Supply:8 % Runout Air Velocity:401 ft./min.Actual Winter Infil.:6 CFM Actual Loss:0.082 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-15B0-10sf-8 50 X 8 400 0.050 4.4 1,740 0.0 0 0 W -Wall-15B0-10sf-4 40 X 4 160 0.054 4.7 752 0.0 0 0 W -Wall-12F-0bw 40 X 4 142.5 0.065 5.7 806 0.6 0 89 W -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 30.2 0 529 Floor-21A-20 1 X 1394 1394 0.027 2.3 3,275 0.0 0 0 Subtotals for Structure:10,147 0 618 Infil.: Win.: 6.4, Sum.: 0.0 160 3.688 590 0.000 0 0 Ductwork:756 0 AED Excursion:53 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:11,493 1,200 4,576 C:\Users\Slykke\Desktop\9911 189th St.rh9 Tuesday, November 24, 2020, 9:08 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:1,394.0 sq.ft.Supply Air:563 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.7 AC/hr Volume:12,546 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:40 CFM Runout Air:94 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:43 CFM Runout Air Velocity:478 ft./min.Percent of Supply:8 % Runout Air Velocity:478 ft./min.Actual Winter Infil.:64 CFM Actual Loss:0.143 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 9 326 0.065 5.7 1,844 0.6 0 203 S -Wall-12F-0bw 50 X 9 297.2 0.065 5.7 1,681 0.6 0 185 W -Wall-12F-0bw 40 X 9 332.5 0.065 5.7 1,880 0.6 0 207 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 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 21 0.290 25.2 530 16.8 0 353 W -Gls-4a shgc-0.28 0%S (2)27.5 0.290 25.2 694 30.3 0 832 UP-Ceil-16B-44 97 X 1 97 0.022 1.9 186 1.1 0 105 Subtotals for Structure:15,358 0 6,057 Infil.: Win.: 64.3, Sum.: 0.0 1,620 3.688 5,975 0.000 0 0 Ductwork:1,502 0 AED Excursion:140 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:22,835 2,400 12,014 C:\Users\Slykke\Desktop\9911 189th St.rh9 Tuesday, November 24, 2020, 9:08 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:1,297.0 sq.ft.Supply Air:409 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.4 AC/hr Volume:10,376 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:4 Actual Winter Vent.:31 CFM Runout Air:102 CFM Percent of Supply.:7 % Runout Duct Size:7 in.Actual Summer Vent.:31 CFM Runout Air Velocity:383 ft./min.Percent of Supply:8 % Runout Air Velocity:383 ft./min.Actual Winter Infil.:48 CFM Actual Loss:0.075 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 8 248 0.065 5.7 1,402 0.6 0 155 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 (2)27 0.290 25.2 682 9.3 0 252 N -Gls-4a shgc-0.28 100%S (3)45 0.290 25.2 1,134 9.3 0 420 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 1297 X 1 1297 0.022 1.9 2,482 1.1 0 1,398 Subtotals for Structure:12,011 0 3,812 Infil.: Win.: 48.3, Sum.: 0.0 1,216 3.688 4,485 0.000 0 0 Ductwork:1,162 0 AED Excursion:102 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:17,658 2,000 8,739 C:\Users\Slykke\Desktop\9911 189th St.rh9 Tuesday, November 24, 2020, 9:08 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 1,394 11,493 168 2-7 401 4,576 1,200 214 214 2 Main Level 1,394 22,835 333 6-6 478 12,014 2,400 563 563 3 Upper Level 1,297 17,658 257 4-7 383 8,739 2,000 409 409 Ventilation 8,357 1,345 2,220 Humidification 4,634 Return Duct 3,420 0 0 System 1 total 4,085 68,396 758 26,674 7,820 1,187 1,187 System 1 Main Trunk Size:12x17 in. Velocity:838 ft./min Loss per 100 ft.:0.099 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.87 77% / 23%26,674 7,820 34,495 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\9911 189th St.rh9 Tuesday, November 24, 2020, 9:08 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 11/24/2020 Mailing Address of the Dwelling or Dwelling Unit City 9911 189th St Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Rim Joist (2nd Floor+)R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 X Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Westinghouse BRYANT Powered Model 912SD48080 WEG100C2X045 BA13NA036 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:80,000 Capacity in Gallons: 100 Output in Tons:3 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 68,396 26,674 34,495 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 01/14/21XKP