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LA185784 19009 Inndale Dr Permit Pack
CANNOT HOOK TO CITY SEWER/WATER RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION FIRST FLOORTOTAL4,288 SF1,481 SF--GARAGEBASEMENTFLOOR AREAFINISHED-860 SF294 SFUNFINISHEDSECOND FLOOR1,620 SF-1,187 SFELEVATION D200 AMP SERVICEGARAGE RIGHTSIDEWALK53 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,374 SF830 SF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDWALKOUTPRESERVE OF LAKEVILLELOT 2, BLOCK 519009 INNDALE DRIVEMATTHEW & MEGAN KELLYLAKEVILLE, 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 SUPPLIERHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3-8"E9'-6" OFF LANDINGF5'-0"G6'-6"2018 BUILDING CODE2015 ENERGY CODE16'-0"6'-338"2'-3316"4'-638"15'-414"4'-638"1'-434"1'-434"3'-6"2'-3316"9'-18"3'-214"SHEETROCK6'-312"2'-3316"LINE OFLINE OFFIREPLACESHEETROCK4'-51 8"4'-8" 4'-8"2'-3316"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"TILE1'-5"24x24 FIXED2'-914"24x24 FIXED6'-0"GreatRoomCARPETBEARING WALLGAS FIREPLACE1'-5"2'-5"2'-5"2'-5"TILERETURNSLINE OF MANTLESTANDARD BOX MANTLEEDGE TO EDGE ON SHEETROCK6"T.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 DECKING2x10 DROPPEDHEADER2x8 DECK JOISTCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEALUMINUM SOFFIT1'-8"714"20" WIDE X 7-1/4" TALLSOFFITEL. 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 PIPE7-15-20A-0COVER SHEETWATKINS 4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 18, 20202SEPTEMBER 3, 2020OCTOBER 5, 20203Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode10/30/2020dmathews FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.8'-4"9'-118"T.O. SLABELEV.100'-4"T.O. FTG.ELEV.100'8'-118"8" TRIM BOARD12126"x6"x6" BRACKETS - BL246118" RAKE END OVERHANG1'-0"1'-0"8:128:124:12GARAGE WALLPLATE8'-5"1'-6"8" TRIM BOARD8" FRIEZE BOARDSCALE: 1/4" = 1'-0"A-11FRONT ELEVATION - D1'-6"HARDIE LAPFOR BRACED WALL REQUIREMENTSBOTH GARAGE PIERSUSE 1/2" OSB SHEATHING8" TRIM8" TRIM - 7-1/4" FRAMED SOFFIT6" HARDIE FREEZE BD.6'-7"BOX OUT GABLE 6"1'-0"WOOD DECKDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)33'-0"1'-6"121212128" TRIM BOARD4" EXPOSUREBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURE6" WINDOW TRIMHARDIE COLORPLUSHARDIE SKIRTSHINGLES1ST FLRSUBFLOORELEV.109'-6 18""T.O. MAINFND. WALLELEV.108'-4"WALL PLATEELEV.118'-7 1/4"2ND FLRSUBFLOORELEV.119'-7 7/8"WALL PLATEELEV.127'-9"1ST FLRSUBFLOORELEV.109'-6 18""HARDIE SKIRT BOARD5'-0"BOX OUT 18" RAKEHARDIE LAP - 4" EXPOSURE6" HARDIE FREEZE BD.BOX OUT GABLE 6"6"X6"X6" BRACKETS-BL24615'-0" BOX OUT 24" OVERHANGHARDIE ON ALL 4 SIDESSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESHARDIE LAPHARDIE LAPHARDIE LAP9'-0"16'-0"8'-0"1'-6"1'-6"7-15-20ELEVATIONSWATKINS A-1TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 18, 20202SEPTEMBER 3, 2020OCTOBER 5, 20203 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-21281ST FLOOR9'-11 8"T.O. SLABELEV.100'-4"1ST FLOOR9'-118"8'-0"T.O. SLABELEV.100'-4"GAS F.P.VENT8'-0"1'-6"1281281'-0"1'-0"8:121'-6"1'-0"8'-0"8:121'-0"8:1220'-0"10'-0"10'-0"11 ROOF VENTS8:128:128:12 12:1212:121'-0"4:12 8:12 MATCH 8:128:12 1'-6"1'-6"6"1'-6"1'-6"1'-0"1'-0"1'-0"2'-0" 1'-6"1'-6"ELEV. 118'-7-1/4"ELEV. 119'-7-7/8"TOP OF PLATE2ND FLOORELEV. 127'-9"TOP OF PLATETOP OF PLATE2ND FLOORTOP OF PLATEHARDIELAPELEV. 109'-6-1/8"ELEV. 118'-7-1/4"ELEV. 119'-7-7/8"ELEV. 127'-9"ELEV. 109'-6-1/8"12MATCH12810:1226'-6"12:1212:1212:1212:1212438'-0"7'-0"HARDIELAPHARDIELAP12:1212:1212:1212:1218" MIN.2'-0"HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES1'-6"1212WATKINS7-15-20ELEVATIONSA-24 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 18, 20202SEPTEMBER 3, 2020OCTOBER 5, 20203Secure door closed until deck isconstructed with a separate permit. FURN.MechanicalRoom4" CONC. SLAB294 SFFLR.DRN.SUMP28 "30"6'-0" X 6'-11" PATIOBEARING WALLBEARING WALLT.O. 6" CURBEL. 108'-4"8"x20" CONCRETEFOOTING - TYPICALT.O. FOOTINGELEV. 100'-0"T.O. 8" WALL108'-4" 8'-4" TALL TYP. MAIN FOUNDATION WALLT.O. 6" CURBEL. 108'-4"Unexcavated4" CONC. SLAB34'-0"20'-0"6'-0"24"LINEN 46'-0" 26'-6" 8" 19'-6" 8'-0"18'-0"14'-0"18'-0"8'-0"15'-11"7'-9"14'-4"HVAC SOFFITBASEMENT PLAN - ELEV. DA-31SCALE: 1/4" = 1'-0"UP9'-1012"6'-10"42x6030"x60"54"x60" FIXED30"x60"26'-0"8"2"15'-1014"7'-0"7'-0"7'-8" 12'-63 4"11'-9"2'-1134"10'-614"4'-614"3'-101 2"3'-101 2"4'-2"SLOPE SLAB FOR DRAINAGE VARIEST.O. SLABEL. 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"2'-1012"16'-3" M.O.2'-1012"1'-412"9'-3" M.O.1'-412"T.O. 2" LEDGEEL. 107'-8"EL. 104'-4"T.O. FTG.22'-0"12'-0"AA2'-6"1'-51 2"5'-113 4" 5'-0"(3) 1-3/4" x 9-1/2" LVL(2) 2x10(2) 2x10DROPPED48" VAN.4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED2'-0"VOID3'-814"10'-614"(3) 1-3/4" x 11-7/8" LVL(4) 5x55'-41 2"DROPPED43'-1516"3 8 ' - 5 "53'-8"6 2 ' - 9 5 8"5,000 LB. FOOTINGSTRENGTH MIXBEAM POCKET54'-0"Stairs38'-0"9'-614"8'-112"11'-2"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. 108'-4"T.O. 8" WALLEL. 100'-0"T.O. FTG.CDS32"28"WATERHEATER2" BRICK LEDGEEL. 107'-8"S36"x36"x12" FTG. PAD3x5 PSL (1) 1-3/4" x 11-7/8" LVL 6" CURB ON TOP OFFOOTINGS AT INTERIORBEARING WALLS (TYPICAL)TOP OF CURB FLUSH WITHTOP OF BASEMENT SLAB(4) 5x530x30x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOMHOSEBIBHOSEBIB4" WIDE x 12" TALL(2) 1-3/4" x 11-7/8" LSLSHOULD BE THEPORCH FOOTINGSSAME HEIGHT AS THEHOUSE FOOTINGSIF SOIL IS UNDISTURBEDMAKE FOOTINGS 42" DEEP14'-4"HVACCHASEABOVE ALLOW FOR SEWER24" VOID TOT.O. 8" WALLEL. 107'-8"T.O. 6" CURBEL. 108'-4"4'-10"4'-6"HALF WALL6'-0"2x8 PORCH LEDGERF T G S . T Y P . 2 4 " x 2 4 "LINE OF PORCH ABOVE8'-0"11'-0"2'-0"2'-0"12" CONC. PIERS1'-0"5'-0" P.T. 2x8 DECK JOISTS @ 16" O.C.(2) 2x10(3) 2x101A-62A-71A-7BACKWATERVALVEROD & SHELF FinishedBathVINYL45 SF (FLR)FinishedFamily RoomCARPETFinishedBedroom #5CARPETCDSS5'-1" 28 " 11-7/8" TIMBERSTRAND LSL JOISTS MECH RM ONLY 11-7/8" TJI JOISTS @ 16" O.C.28"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDLAUNDRYTUB R.I.4'-0"3'-0"VINYL FLOORING60 X 32(2) 1-3/4" x 9-1/2" LSL(2) 1-3/4" x 11-7/8" LSLFINISHED ROOM SIZESBEDROOM #5 - CARPETMECHANICALBATH - VINYLSTAIRS - CARPETTOTAL217 SF294 SF88 SF83 SF1,481 SFFAMILY ROOM - CARPET799 SFMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"BASEMENT PLANA-37-15-20TWO STORY 4 BEDROOM WATKINS LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 18, 20202SEPTEMBER 3, 2020OCTOBER 5, 20203Interior BWP Above662.5UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. B 2'-914"10'-978"(2) 30"x66" MULLED48x78 FIXEDDN 15R UP 16R 1/2" SHEATHING - EXT. TYPICAL GARAGE WALL 2x6 STUD WALLS @ 16" O.C. W/ Garage@ 19.2" O.C.20" FLR TRUSSUPPER LEVEL WALL LINE Great Room CARPET Foyer WOOD 20 MINUTE FIRE RATED DOOR RO0F TRUSSES @ 24" O.C.MONO TRUSSES@ 24" O.C.34'-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"9'x8' O.H. DOOR6'-0"14'-4"7'-8"38'-0"8'-0"3'-1012"3'-912"18'-0"14'-0"18'-0" 7'-0"7'-0" 9'-101 2" 5'-2"20'-0"2'-6"5'-8"5'-934"7'-012"5'-43 4"11'-3" 17'-0" 2 A7 NEWEL POST BEARING WALL 10'-6" 2'-0"3'-8"7'-8" SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN A-4 1 HVAC20'-6" 3'-0"16'-0" 22'-0" 3'-0" (2) 1-3/4"x11-7/8" LSL - CONT. GIRDER TRUSS 16'x8' O.H. DOOR 1'-6"1'-6"9'-0" 12'-0"8'-0"54'-0"2'-0"(2) 11-7/8" LVL5'-218"GAS FIREPLACE1'-5"6'-0"4'-978"(2) 2x10 36x66 36x66 E 36x66 (2) 1-3/4x 9-1/2" LSL DROPPED (2) 2x10 (3) 1-3/4" x 14" LVLFLUSH (2) 2x10OPENING32" SHEETROCKB B B A B R & S4'-3"WINDOW SILLS MORE THAN 6" ABOVE FINISHED GRADE (SURFACE BELOW) OR LESS THAN 36" FROM FINISHED FLOOR SHALL REQUIRE A WINDOW OPENING CONTROL DEVICE.24x24 FIXED24x24" FIXED(2) 2x10DROP GARAGE 8-1/8" FOR 2ND FLOOR OVER GARAGE5x5 PSL5x5 PSL54'-0"6'-0"6'-0"6'-6" 2 A7 6 6 Porch WOOD 8'-0"11'-0" 1'-0"5'-0"6'-0"5'-0"4'-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"8'-11 2" Kitchen WOOD 2'-3"4'-0"OPENING36" SHEETROCK(+96")(+96")Stairs 5'-1014"4'-13 4"2'-0"2'-0" (+96")23'-7"50'-0" 360 SERIES 11-7/8" @ 16" O.C.2'-3"4'-3"B 36x6612'-6" 6'-13 4" (2)36x60 MULLED 8'-134"1'-0"19'-0"(2) 2x10(2) 2x10(2) 2x10(1) 1-3/4" x 11-7/8" LSL(2) 2x10(2) 2x9.5" LSL(2) 2x10 5x5 PSL(3) 20" LVL3'-9"3'-9"12'-10" 12'-1014"5'-134"11'-10"16'-0"2'-9" BOTTOM OF GARAGE DOOR SHOULD BE SET 4" DOWN FROM TOP OF POURED WALL START SLAB AT TOP OF WALL AT BACK OFOF WALL AT BACK OF GARAGE5'-418"TEMP.PORTAL FRAMEGASCOOKTOP4'-0"4'-758"TOP SIZE 99"x48"Flex Room CARPETBath WOOD Hall WOOD Back Hall WOOD Pantry WOOD SD BENCH ROD & SHELF R & S 5'-5"5'-934"6'-312"4'-112"5'-4"FAN DROP ZONE NO I-JOIST ABOVE7'-21316"42"1'-101 4" SD 32"28" 28" 30" (3) 2x10 2x6 PSLPANELACCESSATTIC22x30OR BELOW5x5 PSLLET BEAM INTO WALL BALLOON FRAME THIS WALL UP TO ROOF TRUSSES LINE OF 2ND FLR. Dining Room WOOD 9'-634"2'-614"1'-9"6'-1114"CARPETWOODNEWEL POST SEE FRAMING PLAN11-7/8" TJI JOISTS5'-0"Mud Room VINYL W.I.C. VINYL HVAC CHASE 1 A-6 1 A-72'-5"10'-412" 4'-614" (1) 11-7/8" LSL 10'-6" RAILING TO LANDING (1) 1-3/4" x 11-7/8" LSLDW24"x 96"ISLAND OVERHANG - 2 LEGS8'-0"4'-0"8'-3"4'-3"28"11-7/8" TJI JOISTSSEE EWP PLAN8'-2"7'-012" (2) 2x12" 4'-0" VAULT 4:12 VAULT 4:12 24"24"6'-0" X 8'-0" PATIO(3) 2x9.5 LSL 42x72 FIXED B 42x72 FIXED42x72 FIXED OVENCOLUMN Formal Dining WOOD 12'-41 4"(+96")96" DRYWALL OPENING(+96")54" DRYWALL OPENING RECYCLE WOODHOOD 8'-0"70" REF.2x6 PSL2x4 INTERIOR WALLS 2x6 INTERIOR WALLS SHEATHING - INSULATED CONCRETE WALLS BRICK / BRICK LEDGE 2x6 EXTERIOR WALL WITH 1/2" FUTURE FINISH WALL LEGEND MIN. TREAD 10" STAIR REQUIREMENTS MAX. RISE 7-3/4" 10"734"MIN. NOSING 3/4" MAX. NOSING 1-1/4" 1-1/4" FINISHED ROOM SIZES FORMAL DINING - WOOD GREAT ROOM - WOOD 161 SF 246 SF STAIRS - CARPET 86 SF KITCHEN/DINE/FOYER - WOOD 504 SF MUD ROOM & W.I.C. - VINYL 78 SF FLEX ROOM - CARPET 150 SF POWDER BATH - WOOD 26 SF BACK HALL - WOOD 21 SF PANTRY/HALL - WOOD 47 SF ELEVATION - D 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"WATKINS7-15-20 FIRST FLOOR PLAN A-44 BEDROOMTWO STORYLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC6276701 AUGUST 18, 2020 2 SEPTEMBER 3, 2020 OCTOBER 5, 20203 Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. Smoke CO BWPs Above BWPs Above 4.25 2.5 2.25 2.25 5.5 5 5 5 5 5 5 4.53.25 Shear Panelw/holdowns Shear Panelw/holdowns SECOND FLOOR PLAN - ELEV D.1SCALE: 1/4" = 1'-0"A-5DN 16R48"x48"FIXEDLOWER LEVELWALL LINELOWER LEVELWALL LINERO0F TRUSSES @ 24" O.C.MasterBedroomCarpetMasterBathVINYL78 SF (FLR)W.I.C.CarpetBedroom #2CARPETBedroom #3CARPETBedroom #4CARPETHallwayCARPETR & SR & S42"HIGH WALL W/W/WOOD CAPRO0F TRUSSES @ 24" O.C.28"16'-0"7'-7"11'-11" 15'-5" 39'-0"8'-0"21'-0"13'-0"7'-0"19'-0"2'-6"2A73'-91 2"3'-91 2"10'-614"5'-6"4'-734"33'-0"6'-312"(2) 2X103'-9"50'-0"12'-734"13'-0"A36x60(2) 2x10WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.TEMP.11'-034"30"28"W.I.C.CarpetROD & SHELF8'-0"SSSS20'-0" 12'-214"5'-334" 2'-13 4"16'-101 4"7'-4"9'-314"8'-014"7'-1134"5'-234"9'-10"10'-414"4'-514"A36x60 (2) 2x10 AROD & SHELF8'-0"2'-6"34'-0"4'-614"5'-312"3'-734" 5'-21 2"SS30"28"28"7'-5"7'-0"GIRDER TRUSS42" VANITY 5'-312"PANELACCESSATTIC22x30LAUNDRYVINYL68 SF (FLR)WD28"32"LINEN28"48x34Junior SuiteBathVINYL41 SF (FLR)5'-1014"3'-312"6'-83 4" R & SLINE OFFLR. BELOWJack&JillVINYL65 SF (FLR)CD28"2'-6"60"x32"3'-312"3'-534"4'-312"2'-6"CDGIRDER TRUSS1'-11"(2) 2X1030x3030"28"42" VANITY 4'-212"12'-734"(2) 36X60 MULLED(2) 2x10A(2) 36X60 MULLED(2) 2x10AG3'-6"3'-6"6'-6"6'-6"6'-6"6'-6"41 4" 1'-0" CANT 60x3628"3'-134"6"3'-312"8'-312"712" 1'-0"20'-0"30"(2) 36x60 MULLED(3) 2x10" LSLA72"x36"SLIDE IN TUB7'-7"1A-61A-76'-534"C.T. WALLS &BASEVAULT 4:12 VAULT 4:12ROUGH-INCEILING FAN28" 28" 28" 28"4'-0"28"48" VAN.2x4 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 - CARPETLAUNDRY - VINYLMASTER BATH - VINYL230 SF68 SF114 SFHALLWAY & LINEN - CARPET148 SFBEDROOM # 2 - CARPET163 SFBEDROOM # 4 - CARPET209 SFBEDROOM # 3 - CARPET181 SFMASTER BATH - VINYL 78 SFMASTER W.I.C. - CARPET79 SFLOFT - - CARPET130 SFELEVATION D - JUNIOR SUITEJACK & JILL BATH - VINYL65 SFJUNIOR SUITE BATH - VINYL41 SFWATKINS7-15-20SECOND FLOORA-54 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 18, 20202SEPTEMBER 3, 2020OCTOBER 5, 20203556655-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).3.53.53.5 SCALE: 1/4" = 1'-0"BUILDING SECTION - ELEV. DA-618" x 20" CONC. FTG'S4" CONCRETE SLABTYPICAL11-7/8" LSL JOISTS @ 16" O.C.9'-0"T.O. 4" CURBELEV. 109'-0"BOTTOM OF ALL FOOTINGS TO BE 42" MINIMUMBELOW FINISH GRADE RESTING ON UNDISTURBED SOIL12121ST FLRSUBFLOORELEV.110'-2-1/8"8'-5"1'-6"1'-0"1'-0"8'-4"8'-218" 9'-101 8" 4'-1138"3'-058"9'-6" 10'-134"8'-11 8"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"StairsStairs2x85'-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 ROOFBASEMENT11-7/8" TJI JOISTS @ 16" O.C.9'-118" 5'-078"DROP GARAGE WALL 8-1/8"81 8"5,000 LB. FOOTINGSTRENGTH MIX2x8ELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORELEV. 110'-2-1/8"1ST FLOORELEV. 128'-5"2ND FLOOR CLG.1'-10" HEEL MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"WATKINS7-15-20SECTIONA-64 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 18, 20202SEPTEMBER 3, 2020OCTOBER 5, 20203 BUILDING SECTION1A-7SCALE: 3/8" = 1'-0"8'-118"4" CONCRETE SLAB8" x 20" CONC. FTG'SPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL8'-512"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'-118"1178" 34" 34" 117 8"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 CITY8'-4" CONCRETE WALLS3/4" 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: 1/4" = 1'-0"PORCH SECTION - ELEV. DA-721'-6"8'-4" MATCH GARAGE PLATE HEIGHT 5'-0"COLUMN BEYONDSEE ELEVATIONSAND FLOOR PLANVERIFY: FASCIA TOPLANE OUT WITHGARAGE FASCIA8'-118"FoyerCOVEREDPORCHMECH.ROOMBEDROOM #2TRUSSES @ 24" O.C.PRE-ENGINEERED ROOFELEVATION D1'-6"1-0" CANT12481 8" WATKINS7-15-20SECTIONA-74 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. 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ProductsPlotID Length Product Plies Net QtyF28' 28' 0" 11 7/8" TJI 210 joist 1 9F24' 24' 0" 11 7/8" TJI 210 joist 1 7F20' 20' 0" 11 7/8" TJI 210 joist 1 18F16' 16' 0" 11 7/8" TJI 210 joist 1 7F10' 10' 0" 11 7/8" TJI 210 joist 1 1Joist Material Blocking 8' 6 7/8" 11 7/8" TJI 210 joist 1 1TJI Blocking 5' 0 7/16" 11 7/8" TJI 210 joist 1 11-11.875" LVL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 13-11.875" LVL-14' 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 33x5 PSL 10' 0" 3 1/2" x 5 1/4" 1.8E Parallam PSL 1 15x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2TS1 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 142-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 21-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 13Column Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 2Wall FramingPlotID Length Product Plies Net Qty3-9.5" LVL-12' 12' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 3 32-9.5" LSL-6' 6' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand LSL 2 22-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 2 Start Joist Layout Here. 16" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 NoH2 3 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip NoCSCSCSCSCSCSCSCSCSCSCSCSCS2-2x10-4'2-11.875" LSL-12'F28'F28'F28'RimRimRimRimRimRimRimRimRimRimF28'F20'F20'F20'TJI Blocking3-11.875" LVL-14'1-11.875" LVL-24'3x5 PSLF20'RimRimRim5x5 PSL5x5 PSLF10'Round holes larger than 3-5/8" up to 7-1/4" max. in1.5" x 11-7/8" 1.5E TimberStrand LSL joist onlyEdge 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 nexthole is a small 12" diameter hole).The hole must be centered within the joist vertically.No square or rectangular holesNo 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 holeslarger than 3-5/8" but not greater than 7.25"Minimum distance from edge of hole to inside face ofbearing (end or intermediate)4"5" *6.5" * 7.25" *2'-0"2'-0" 3'-0"3'-6"* Allowable spans shown in TB-711 must bereduced by 9" with these size holes1' 2 1/2"1' 11"1' 4"1' 4"1' 3"1' 5"2-9.5" LSL-6'2-2x10-7'3-9.5" LVL-12'1' 5"1' 3"1-11.875" LSL-12'H1F24'Joist Material BlockingTS116" O.C.F16'16" O.C.F28'16" O.C.F24'16" O.C.H2F20'16" O.C.2 TrimmersLSL Joist In This AreaCustomer:Job Name:Address/Lot:Youngfield HomesMatthew & Megan Kelly19009 Inndale DriveCity, State:Lakeville, MNPlan/Model #:WatkinsJob Number:24367Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:1of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Alex S.Drawn Date:10/9/2020Revised By:Jeff D.Revision Date:10/13/2020Revision #: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 seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Framing Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson IUS1.81/11.88 10- 10d common - 2- 10d x 1-1/2 NoH2 14 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - NoH3 1 Simpson IUS2.37/11.88 10- 10d x 1-1/2 - - NoH4 1 Simpson HHUS410 30- 16d - 10- 16d NoProductsPlotID Length Product Plies Net QtyF20' 20' 0" 11 7/8" TJI 210 joist 1 24F16' 16' 0" 11 7/8" TJI 210 joist 1 15TJI Blocking 1' 0 5/8" 11 7/8" TJI 210 joist 1 1R40' 40' 0" 11 7/8" TJI 360 joist 1 2R38' 38' 0" 11 7/8" TJI 360 joist 1 53-20" LVL-26' 26' 0" 1 3/4" x 20" 2.0E Microllam LVL 3 33-14" LVL-14' 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 31-11.875" LSL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 12-11.875" LVL-14' 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 25x5 PSL 12' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 15x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 22-11.875" LSL-22' 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 21-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 11-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-7.25" LSL-22' 22' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 112x8 Flat Blocking 11' 1" 2x8 blocking (11 7/8" joist depth) 1 12-2x12-14' 13' 0" 2 x 12 SPF No.1/No.2 2 2Wall FramingPlotID Length Product Plies Net Qty3-9.5" LSL-12' 12' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand LSL 3 32-9.5" LSL-6' 6' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand LSL 2 42-2x10-10' 10' 0" 2 x 10 SPF No.1/No.2 2 23-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-8' 7' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-3' 4' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 16" o/cCSCSCSCSCSCS1-11.875" LSL-12'1-11.875" LSL-24'2-11.875" LSL-22'2-7.25" LSL-22'RimRimRimRimRimRimRim3-14" LVL-14'RimRim2-2x12-14'2-9.5" LSL-6'2-2x10-3'2-2x10-3'2-2x10-5'2-2x10-6'2-2x10-3'2-2x10-10'3-9.5" LSL-12'Girder Truss2-11.875" LVL-14'Rim1-11.875" LSL-6'TJI Blocking2x8 Flat BlockingE1 ALTF16'5x5 PSL5x5 PSL2'TJI® JOIST2"2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto 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 at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.E1 ALTTimberstrand ® LSL rim boardto match TJI® depthWARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.3-20" LVL-26'2-9.5" LSL-6'1' 4"2-2x10-8'3-2x10-7'1' 3"1' 5"1' 2"1' 7"1' 3"9"1' 8"3"H3H1Girder TrussRimH42-2x10-4'5x5 PSLF16'16" O.C.F16'16" O.C.R40'16" O.C.R38'16" O.C.F20'16" O.C.H2H2Floor Trusses360 Series TJIs in this area2 Trimmers2 Trimmers3-2x63-2x6Customer:Job Name:Address/Lot:Youngfield HomesMatthew & Megan Kelly19009 Inndale DriveCity, State:Lakeville, MNPlan/Model #:WatkinsJob Number:24367Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:2of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Alex S.Drawn Date:10/9/2020Revised By:Jeff D.Revision Date:10/13/2020Revision #: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 seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Wall FramingPlotID Length Product Plies Net Qty3-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4'2-2x10-4'Girder TrussGirder Truss2-2x10-7'2-2x10-7'2-2x10-3'3-2x10-7'2-2x10-5'2 TrimmersCustomer:Job Name:Address/Lot:Youngfield HomesMatthew & Megan Kelly19009 Inndale DriveCity, State:Lakeville, MNPlan/Model #:WatkinsJob Number:24367Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:3of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Alex S.Drawn Date:10/9/2020Revised By:Jeff D.Revision Date:10/13/2020Revision #: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 seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** 2TKPV0COG 5KIPGF 0KEM*CPUQP +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[ OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF 2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC .KEGPUG0WODGT ÄÄ&CVG 5%12'1(&4#9+0)5 6*'5'%#56Ä+0Ä2.#%'%10%4'6'(170+109#..)7+&'.+0'&4#9+0)5#4'24'2#4'�& %'46+(+'&$;6*'*#0510)4172+0%1/2.+#0%'9+6*6*'/+00'516#4'5+&'06+#.%1&'6*'5' &4#9+0)5%106#+05647%674#.+0(14/#6+10(1475'+06*'%105647%6+101(56#0&%+2 %10%4'6'(170+105(146;2+%#.4'5+&'06+#.%10&+6+1056*+5+0(14/#6+10+54'.'8#06 616*'%10%4'6'%1064#%6146*')'0'4#.%1064#%614#0&6*'(4#/+0)%1064#%614 6*'5'&4#9+0)5':2+4'10&'%'/$'4 (170+10)7+&' &4#9+0)+0&': 5%12'+0&': %'46+(+%#6+10 5 75')7+&'.+0'5#0&/#6'4+#.5 5 )'0'4#.016'5 5 56'2(116+0)&'6#+.5 9#.-1769#..&'6#+.5 .11-176-0''9#..&'6#+.5 ':6'4+14.19)4#&'(170+10&'6#+.5 $#5'/'069#..&'6#+.5 $#5'/'069#..8'46+%#.4'+0(14%+0)6#$.'5 $4+%-.'&)'&'6#+.5 5 (.114/'/$'4$'#4+0)&'6#+.#0&%100'%6+106#$.'5 $#5'/'069#..#0%*1452#%+0)6#$.'5 010Ä$'#4+0)9#..,1+56$.1%-+0)&'6#+.5 010Ä$'#4+0)9#..64755$.1%-+0)&'6#+.5 9+0&199'..&'6#+.5 56'22+0)&1909#..9+6*)4#&'&'6#+.5 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 5%12'+0&': %'46+(+%#6+10 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 &4#9+0)75')7+&'.+0'5#0&.+/+6#6+105 6*'%1064#%614.+56'&+06*'6+6.'$.1%-$'.19+5.+%'05'&$;6*'*#0510)41726175'6*+5 2#%-'69+6*+06*'5'.+/+6#6+105016'&(14241,'%659*+%*6*'.+%'05''+5&+4'%6.;4'52105+$.' 6*'.+%'05''/#;4'.'#5'6*+52#%-'661+6557$Ä%1064#%6145#0&%.+'065(1475'+06*' 241%74'/'061($7+.&+0)2'4/+65(14241,'%659*+%*6*'.+%'05''+575+0)6*'5'&4#9+0)5 6*'(170+10)7+&'.+0'5#4'61$'+557'&616*'#224124+#6'$7+.&+0)&'2#46/'06+0 #%%14�%'9+6*6*'+4#22418'&241%'&74'(1475'$;6*'$7+.&+0)#)'0%;&74+0)2.#04'8+'9 #0&+052'%6+105 .+/+6#6+105 $#5'/'06(170+109#..56'0(11614.'55+0%.'#4*'+)*6 (41/6121((.1145.#$61612 1(%10%4'6'9#..#65+..2.#6'$'#4+0)Ä0160'%'55#4+.;$#5'/'06%'+.+0)*'+)*6 5647%674'*'+)*6+501661':%''&6915614+'5#$18'6*'$#5'/'06 18'4#..$7+.&+0)+5#557/'&61(#..9+6*+06*'24'5%4+26+8'.+/+6#6+1051(6*'%1&'#5+6' 52'%+(+%2.#04'8+'9*#5016$''02'4(14/'& 5647%674'5%105647%6'&1(911&(.114911&411(#0&911&9#..510.;0124'%#5614 5647%674#.%10%4'6'$'#4+0)10(170+109#..5+52'4/+66'& ':6'4+14)4#&'5.12+0)&190#0	#;(41/6*'(170+109#..5 #0;%#5'$';10&6*'#$18'016'&+6'/54'37+4'55'2#4#6'#0&52'%+(+%5647%674#. 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(41562416'%6+10#54'37+4'&2'45+6'&'5+)0 /+0 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 9+0&199'..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Ä/#: /+0 )4#& ' . + 0 'Ä/#:Ä/#:Ä/#:5''$#5'/'069#..&'6#+.5''.11-1769#..&'6#+.5+/%105647%65+/.11-1769#..Y/+0 *14+<$#45/+0 5555.#$Ä10Ä)4#&'$';10& %10%4'6'564+2(116+0)56'2&190 #54'3&(14(41562416'%6+10 #6010Ä$'#4+0)9#..5 .1%#6'$.1%-+0)&'6#+.5 55 #6'0&1((7.. *'+)*69#.. 2418+&' #&&+6+10#.$#45"'0& 1((7..*'+)*69#..5')/'06.1%#6'& (41/+05+&'9#..(#%' (.114(4#/+0)#$18'$;16*'45 +0(+..911&(4#/+0)$;16*'45 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 56'22+0)&1909#..9+6*)4#&' &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 1 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Date Contractor Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11‐1) Square feet (Conditioned area including basement – finished or unfinished) Number of bedrooms Total required ventilation Continuous ventilation Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000‐1500 60/40 75/40 90/45 105/53 120/60 135/68 1501‐2000 70/40 85/43 100/50 115/58 130/65 145/73 2001‐2500 80/40 95/48 110/55 125/63 140/70 155/78 2501‐3000 90/45 105/53 120/60 135/68 150/75 165/83 3001‐3500 100/50 115/58 130/65 145/73 160/80 175/88 3501‐4000 110/55 125/63 140/70 155/78 170/85 185/93 4001‐4500 120/60 135/68 150/75 165/83 180/90 195/98 4501‐5000 130/65 145/73 160/80 175/88 190/95 205/103 5001‐5500 140/70 155/78 170/85 185/93 200/100 215/108 5501‐6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11‐1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila‐ tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation ‐ A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con‐ tinuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 16411 ABERDEEN ST NE,HAM LAKE, MN 55304 2 Section B Ventilation Method (Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov‐ ery Ventilator) – cfm of unit in low must not exceed continuous venti‐ lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions ‐ Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions ‐ The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions ‐ Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. 3 Section E Make‐up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make‐up air: Determined from make‐up air opening table Cfm Size and type (round, rectangular, flex or rigid) Directions ‐ In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make‐up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 4 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E‐1) Size and type Other, describe: Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 5 Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E‐1--Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan‐assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio =______ /_______ =_______________ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1 ‐ __________________=__________________ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA =___________________/ 3000 Btu/hr per in2 =_____________________in2 Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF Minimum CAOA =________________ x____________________ =__________ in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 6 IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. HVAC Load Calculations for Country Joe Homes 19009 Inndale Dr Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Friday, September 25, 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, September 25, 2020 Client Name:Country Joe Homes Client Address:19009 Inndale Dr 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:1,299 CFM Per Square ft.:0.283 Square ft. of Room Area:4,582 Square ft. Per Ton:1,474 Volume (ft³):29,374 Building Loads Total Heating Required Including Ventilation Air:78,909 Btuh 78.909 MBH Total Sensible Gain:29,146 Btuh 78 % Total Latent Gain:8,144 Btuh 22 % Total Cooling Required Including Ventilation Air:37,290 Btuh 3.11 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\19009 Inndale Dr.rh9 Friday, September 25, 2020, 7:17 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 181 CFM 93 CFM Infiltration Actual:0.315 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 29,374 X 29,374 9,267 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:154 CFM 0 CFM Total Building Ventilation:95 CFM 95 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.370 AC/hr (181 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (93 CFM), Construction: Average C:\Users\Slykke\Desktop\19009 Inndale Dr.rh9 Friday, September 25, 2020, 7:17 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 3.11 1,474 4,582 29,146 8,144 37,290 78,909 885 1,299 1,299 System 1 3.11 1,474 4,582 29,146 8,144 37,290 78,909 885 1,299 1,299 12x18 Ventilation 1,419 2,344 3,763 8,821 Return Duct 0 0 0 3,945 Humidification 5,355 Zone 1 4,582 27,727 5,800 33,527 60,788 885 1,299 1,299 12x18 1-Lower Level 1,481 6,287 1,400 7,687 15,392 224 295 295 3--7 2-Main Level 1,481 11,663 2,400 14,063 23,894 348 546 546 5--7 3-Upper Level 1,620 9,778 2,000 11,778 21,503 313 458 458 5--6 C:\Users\Slykke\Desktop\19009 Inndale Dr.rh9 Friday, September 25, 2020, 7:17 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 0.1 367.4 224 295 295 3--7 2-Main Level Built-In 0 750 0.01 0.1 408.9 348 546 546 5--7 3-Upper Level Built-In 0 750 0.01 0.1 466.6 313 458 458 5--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 866 885 1,299 1,299 12x18 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:885 Cooling Flow:1299 C:\Users\Slykke\Desktop\19009 Inndale Dr.rh9 Friday, September 25, 2020, 7:17 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-427.8 10,788 0 7,368 7,368 4agdoor: Glazing-42 1,060 0 706 706 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 1136 4,942 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 3040.2 17,193 0 1,897 1,897 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 1620 3,101 0 1,746 1,746 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 1481 3,479 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 139 423 0 44 44 Subtotals for structure:42,503 0 12,197 12,197 People:6 1,200 1,380 2,580 Equipment:4,600 7,600 12,200 Lighting:1700 5,797 5,797 Ductwork:7,891 0 0 0 Infiltration: Winter CFM: 154, Summer CFM: 0 14,340 0 0 0 Ventilation: Winter CFM: 95, Summer CFM: 95 8,821 2,344 1,419 3,763 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 14.60 gal/day :5,355 0 0 0 AED Excursion:0 0 753 753 Total Building Load Totals:78,909 8,144 29,146 37,290 Check Figures Total Building Supply CFM:1,299 CFM Per Square ft.:0.283 Square ft. of Room Area:4,582 Square ft. Per Ton:1,474 Volume (ft³):29,374 Building Loads Total Heating Required Including Ventilation Air:78,909 Btuh 78.909 MBH Total Sensible Gain:29,146 Btuh 78 % Total Latent Gain:8,144 Btuh 22 % Total Cooling Required Including Ventilation Air:37,290 Btuh 3.11 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\19009 Inndale Dr.rh9 Friday, September 25, 2020, 7:17 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:1,481.0 sq.ft.Supply Air:295 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.5 AC/hr Volume:11,848 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:24 CFM Runout Air:98 CFM Percent of Supply.:8 % Runout Duct Size:7 in.Actual Summer Vent.:22 CFM Runout Air Velocity:367 ft./min.Percent of Supply:7 % Runout Air Velocity:367 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 46 X 8 368 0.050 4.4 1,601 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 46 X 8 368 0.050 4.4 1,601 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 1481 1481 0.027 2.3 3,479 0.0 0 0 Subtotals for Structure:12,778 0 1,981 Infil.: Win.: 17.4, Sum.: 0.0 400 4.038 1,615 0.000 0 0 Ductwork:999 0 AED Excursion:171 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:15,392 1,400 6,287 C:\Users\Slykke\Desktop\19009 Inndale Dr.rh9 Friday, September 25, 2020, 7:17 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:1,481.0 sq.ft.Supply Air:546 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.5 AC/hr Volume:13,329 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:37 CFM Runout Air:109 CFM Percent of Supply.:7 % Runout Duct Size:7 in.Actual Summer Vent.:40 CFM Runout Air Velocity:409 ft./min.Percent of Supply:7 % Runout Air Velocity:409 ft./min.Actual Winter Infil.:75 CFM Actual Loss:0.085 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 46 X 9 363.5 0.065 5.7 2,056 0.6 0 227 S -Wall-12F-0bw 50 X 9 307.5 0.065 5.7 1,739 0.6 0 192 W -Wall-12F-0bw 46 X 9 414 0.065 5.7 2,341 0.6 0 258 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 (3)63 0.290 25.2 1,590 16.8 0 1,059 E -Gls-4a shgc-0.28 0%S 16.5 0.290 25.2 416 30.2 0 499 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 Subtotals for Structure:15,367 0 5,529 Infil.: Win.: 75.1, Sum.: 0.0 1,728 4.037 6,976 0.000 0 0 Ductwork:1,551 0 AED Excursion:317 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:23,894 2,400 11,663 C:\Users\Slykke\Desktop\19009 Inndale Dr.rh9 Friday, September 25, 2020, 7:17 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:1,620.0 sq.ft.Supply Air:458 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.1 AC/hr Volume:12,960 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:34 CFM Runout Air:92 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:34 CFM Runout Air Velocity:467 ft./min.Percent of Supply:7 % Runout Air Velocity:467 ft./min.Actual Winter Infil.:62 CFM Actual Loss:0.136 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 8 333.8 0.065 5.7 1,887 0.6 0 208 E -Wall-12F-0bw 39 X 8 312 0.065 5.7 1,764 0.6 0 195 S -Wall-12F-0bw 50 X 8 339 0.065 5.7 1,917 0.6 0 212 E -Wall-12F-0bw 39 X 8 297 0.065 5.7 1,680 0.6 0 185 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 6.2 0.290 25.2 158 9.4 0 59 S -Gls-4a shgc-0.28 0%S (3)45 0.290 25.2 1,134 16.8 0 756 S -Gls-4a shgc-0.28 0%S 16 0.290 25.2 404 16.8 0 269 E -Gls-4a shgc-0.28 0%S 15 0.290 25.2 378 30.2 0 453 UP-Ceil-16B-44 1620 X 1 1620 0.022 1.9 3,101 1.1 0 1,746 Floor-20P-30 1 X 139 139 0.035 3.0 423 0.3 0 44 Subtotals for Structure:14,358 0 4,687 Infil.: Win.: 61.9, Sum.: 0.0 1,424 4.037 5,749 0.000 0 0 Ductwork:1,396 0 AED Excursion:265 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:21,503 2,000 9,778 C:\Users\Slykke\Desktop\19009 Inndale Dr.rh9 Friday, September 25, 2020, 7:17 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 1,481 15,392 224 3-7 367 6,287 1,400 295 295 2 Main Level 1,481 23,894 348 5-7 409 11,663 2,400 546 546 3 Upper Level 1,620 21,503 313 5-6 467 9,778 2,000 458 458 Ventilation 8,821 1,419 2,344 Humidification 5,355 Return Duct 3,945 0 0 System 1 total 4,582 78,909 885 29,146 8,144 1,299 1,299 System 1 Main Trunk Size:12x18 in. Velocity:866 ft./min Loss per 100 ft.:0.102 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.11 78% / 22%29,146 8,144 37,290 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\19009 Inndale Dr.rh9 Friday, September 25, 2020, 7:17 AM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 9/25/2020 Mailing Address of the Dwelling or Dwelling Unit City 19009 Inndale Dr Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Rim Joist (2nd Floor+)R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 X Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT BRYANT Powered Model 912SD60100 BA13NA042 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:100,000 Capacity in Gallons: Output in Tons:3.5 Other, describe: Efficiency AFUE or HSPF%95%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 78,909 29,146 37,290 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 DJM10/19/20X