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LA185902 17978 Hawksbill 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 FLOORTOTAL4,261 SF1,481 SF--GARAGEBASEMENTFLOOR AREAFINISHED-758 SF294 SFUNFINISHED200 AMP SERVICEGARAGE RIGHTSECOND FLOOR1,593 SF-SIDEWALK53 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,374 SF730 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"DE9'-6" OFF LANDINGF5'-0"1,187 SFWALK OUTSUMMERS CREEK 1ST ADDITIONLOT 20 , BLOCK 2 17978 HAWKSBILL DRIVENIC & DEANNA ANDERSONLAKEVILLE, MN 55044ELEVATION BNOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER6'-11-3/8"2018 BUILDING CODE2015 ENERGY CODE16'-0"6'-338"2'-3316"4'-638"15'-414"4'-638"1'-434"1'-434"3'-6"2'-3316"9'-118"3'-214"SHEETROCK6'-312"2'-3316"LINE OFLINE OFFIREPLACESHEETROCK4'-518"4'-8"4'-8"2'-3316"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"STONE1'-5"24x24 FIXED2'-9316"24x24 FIXED6'-0"GreatRoomCARPETBEARING WALLGAS FIREPLACE1'-5"2'-41516"6"2'-41516"2'-41516"LINE OF MANTLESTONERETURNSCOLUMN #4 - WOOD BASE -STRAIGHT3'-0"2x6 BLOCKINGLINE OF BOXT.O. RIM1x6 LP TRIM1'-10"2'-0"6x6 TREATED POST5/4 CEDAR DECKING1x6 LP TRIMLP PANELW/ CEDARMILL1'-2"LP BASE WITH STRAIGHTLP COLUMNS3/4" LP TRIM LAYEDFLAT x 5-1/2"1'-4"LP PANEL1x6 LP WRAPW/ CEDARMILL2'-0"12" CONC. PIERT.O. FTG.T.O. WALL6x6 POST2 X DROPPEDHEADER2x10 DECK JOIST1x61x63/8" BEAD VULKEM CAULKINGALL 4 SIDES3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDE& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEALUMINUM SOFFIT1'-8"71 4"20" WIDE X 7-1/4" TALLSOFFITSIDEWALK 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 WALLS1'-8"FLOOR TRUSS 3/4" SUB-FLOOR1-1/2" TOP CHORD8" x 8"DUCT1-1/2" SPRAY FOAM (R-10)1-1/2" BOTTOM CHORDFILL 20" FLOOR TRUSS WITHLOOSE FILL FIBERGLASS INSULATION9"= R-23 6" ROUND PIPEWATKINSA-0COVER SHEET09-22-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670SCALE: 1" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-1SCALE: 1/2" = 1'-0"1OCTOBER 1, 2020Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/04/2020dmathews FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.8'-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"18" RAKE END OVERHANG8" TRIM BOARD8" FRIEZE BOARD1210121018" RAKE END OVERHANG1'-0"1'-0"12108:126.5:128:124:12BUMPED OUT SHED ROOF1ST FLRSUBFLOORELEV.109'-6 18""GARAGE WALLPLATE8'-5"1'-6"GARAGE SLABELEV.107'-9 18""8" TRIM BOARD8" FRIEZE BOARD1'-6"6" WINDOW TRIMHARDIE COLORPLUSBOARD - HARDIE PLANKBATTEN MUST BE 3" W/ TEXTUREFOR BRACED WALL REQUIREMENTSBOTH GARAGE PIERSUSE 1/2" OSB SHEATHING8" TRIM8'-0"8" TRIM - 7-1/4" FRAMED SOFFIT6" HARDIE FREEZE BD.6" HARDIE FREEZE BD.BOX OUT GABLE 6"5'-9"2'-7"BOX OUT GABLE 6"1'-0"WOOD DECKDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)HARDIE SKIRT BOARD6'-2"SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESHARDIE ON ALL 4 SIDESHARDIE LAPHARDIE LAPHARDIE LAPBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTUREFRONT ELEVATION - BSCALE: 3/16" = 1'-0"1A-1A-1BWATKINS09-22-20ELEVATIONS4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 1, 2020 1ST FLOOR9'-118"8'-0"T.O. SLABELEV.100'-4"GAS F.P.VENT8'-0"1'-6"1281288:1210:128:1210:128:12 10:1210:121'-6"4:12 8:12 MATCH 8:128:12 1'-6"1'-6" 6"1'-6"1'-6"1'-0"1'-0"1'-0"1'-6" 1'-6" 1'-6"1'-6"1'-6"6.5:12 1241'-0"8'-0"8:1210'-0"ELEV. 128'-5"TOP OF PLATE1'-0"1'-6"10:1210:12ELEV. 109'-6-1/8"2ND FLRELEV.119'-7 7/8"WALL PLATEELEV.118'-7 1/4"11 ROOF VENTS38'-0"10'-0"18" MIN.HARDIE ON ALL 4 SIDES12MATCH12812810:121ST FLOOR9'-118"1'-6"1'-0"T.O. SLABELEV.100'-4"1'-0"1'-0"8:121'-6"1'-0"8:1220'-0"10'-0"26'-0"TOP OF PLATE6.51'-6"ELEV. 109'-6-1/8"2ND FLRELEV.119'-7 7/8"WALL PLATEELEV.118'-7 1/4"ELEV. 127'-9"10:12HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESSCALE: 3/32" = 1'-0"LEFT ELEVATIONA-23WATKINSELEVATIONS09-22-20TWO STORY 4 BEDROOM SCALE: 3/32" = 1'-0"ROOF PLANA-24SCALE: 3/32" = 1'-0"REAR ELEVATIONA-21RIGHT ELEVATIONSCALE: 3/32" = 1'-0"2A-2LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670A-2-WO1OCTOBER 1, 2020Secure door closed until deck isconstructed with a separate permit. FURN.MechanicalRoom4" CONC. SLAB294 SFFLR.DRN.SUMP11-7/8" LSL JOISTS @ 16" O.C. 28"30"6'-0" X 6'-11" PATIOFinishedBathVINYL45 SF (FLOOR)BEARING 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. SLABFinishedFamily RoomCARPETFinishedBedroom #5CARPET30'-0"20'-0"6'-0"24"LINEN 46'-0" 26'-0" 8" 20'-0" 54'-0" 8'-0"18'-0"14'-0"18'-0"8'-0"15'-11" 7'-9" 14'-4"HVAC SOFFITUP 15R@ 7-11/32"9'-1012"6'-10"42x6030"x60"54"x60" FIXED30"x60"2-2x62-2x626'-0"8"2"15'-1014"7'-0"7'-0"7'-8" 12'-634"11'-9"2'-1134"10'-614"4'-614"3'-1012"3'-1012"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"1'-412"16'-3" M.O.1'-412"1'-412"8'-3" M.O.1'-412"T.O. 2" LEDGEEL. 107'-8"EL. 104'-4"T.O. FTG.19'-0"11'-0"AA2'-6" 1'-512"5'-1134" 5'-0"(3) 1-3/4" x 9-1/2" LSL(2) 2x10(2) 2x9.5 LSLDROPPED48" VAN.4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED2'-0"VOID3'-814"10'-614"(3) 1-3/4" x 11-7/8" LVL 5X5 PSL6'-034"DROPPED40'-0516"38' - 8 13 16"53'-8"62' - 9 58"5,000 LB. FOOTINGSTRENGTH MIXBEAM POCKET6'-0"50'-0"SHOULD BE THEPORCH FOOTINGSSAME HEIGHT AS THEHOUSE FOOTINGSIF SOIL IS UNDISTURBEDMAKE FOOTINGS 42" DEEPFinishedStairs38'-0"9'-614"8'-112"6'-614"10'-0" MIN. FTG. STEP 10'-0" MIN. FTG. STEP2x8 PORCH LEDGERF T G S . TY P . 2 4 " x 2 4 "LINE OF PORCH ABOVE9'-4"9'-8"2'-0"2'-0"12" CONC. PIERS1'-0"5'-0"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDNO 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"P.T. 2x8 DECK JOISTS @ 16" O.C.(2) 2x10(2) 2x10WATERHEATER2" BRICK LEDGEEL. 107'-8"(2) 2x9.5" LSLS36"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 SLAB5X5 PSL30x30x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOMHOSEBIBHOSEBIBHVACCHASEABOVET.O. 8" WALLEL. 107'-8"T.O. 6" CURBEL. 108'-4" ALLOW FOR SEWER24" VOID TO14'-4" 6'-3"4" WIDE x 12" TALL(2) 1-3/4" x 11-7/8" LSL4'-6"HALF WALL11-7/8" LSL JOISTS @ 16" O.C.1A-62A-71A-7BACKWATERVALVECDSS2'-134"WET BAR ROUGH-IN28"28"ROD & SHELF(1) 1-3/4" x 11-7/8" LSL2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"FINISHED ROOM SIZESBEDROOM #5MECHANICALBATHSTAIRSTOTAL198 SF294 SF88 SF83 SF1,481 SFFAMILY ROOM818 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"SCALE: 1/8" = 1'-0"BASEMENT PLAN - ELEV. BA-31WATKINSBASEMENT PLAN09-22-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670A-3-WO1OCTOBER 1, 2020662.5UFER GROUNDProvide 20' rebar in footing and stub up nearelectrical service panel for UFER ground. 2'-9316"10'-978"(2) 30"x66" MULLED48x78 SH DN 15RUP 16RGarage@ 19.2" O.C. 20" FLR TRUSSUPPER LEVELWALL LINEGreatRoomWOODDiningRoomWOODFoyerWOODStudyWOOD20 MINUTE FIRERATED DOORRO0F TRUSSES@ 24" O.C.MONO TRUSSES @ 24" O.C.30'-0"28"SD8'x8' O.H. DOOR6'-0"14'-4"7'-8" 38'-0"8'-0"18'-0"14'-0"18'-0"7'-0"7'-0"9'-1012"5'-2" 20'-0" 2'-6" 26'-0" 5'-8"FACE OF FRAMING5'-934"7'-012"5'-434"11'-3"16'-0"2A73'-1012"10'-412"NEWELPOSTBEARING WALL10'-6"2'-0" 3'-8"7'-8"HVAC20'-6"1'-6"16'-0"19'-0"1'-6"GIRDER TRUSS1'-6"1'-6"8'-0"11'-0" 8'-0" 54'-0" 2'-0"(3) 14" LVL36" 5'-218"GAS FIREPLACE1'-5"6'-0"4'-978"(2) 9-1/2" LSL30x66 SH2-2x62-2x6(2) 2x1036x6636x662-2x6E2-2x636x66(2) 1-3/4x 9-1/2" LSLDROPPED11'-234"(2) 2x10(3) 1-3/4" x 14" LVLFLUSH(2) 2x10 OPENING32" SHEETROCK (2) 2x10BBBBABR & S 4'-3"BWINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.NO I-JOIST ABOVE2x6 WALL 24x24 FIXED24x24" FIXED (2) 2x10 DROP GARAGE 8-1/8"FOR 2ND FLOOR OVERGARAGERAILING TOLANDING4-2x64-2x650'-0"6'-0" 6'-0"5'-9"2A76 6PorchWOOD9'-4"9'-8"1'-0"5'-0" 6'-0" 5'-0"4'-9"(2) 1-3/4"x7-1/4" LSL6 6 (2) 1-3/4"x7-1/4" LSLLINE OF 20" SOFFIT(7-1/4" TALL)1'-8"1'-8"8'-112"KitchenWOOD2'-3"4'-0"60x24 FIX. OPENING 36" SHEETROCK(+96")(+96")StairsCARPET5'-534"4'-614"2'-0"2'-0"(+96")63" DRYWALL OPENING23'-7"9"50'-0"360 SERIES 11-7/8"@ 16" O.C.54x66 FIX30x66 SH4'-0"2'-3"9'-634"2'-614" 4'-3"B60x24 FIX.13'-6"7'-314"(2)36x60 MULLED2'-0"9'-314"2'-4" 16'-0" 1'-0" 2'-0" (2) 2x10 (2) 2x10 (2) 2x10 (1) 1-3/4" x 11-7/8" LVL (2) 2x10 (2) 2x10(2) 2x105x5 PSL(3) 20" LVL 4'-614"3'-9" 3'-9"3'-0"9'-10"11'-10" 16'-0"REF.2'-9"R & SFlex RoomCARPETMudRoomVINYLW.I.C.VINYLBathWOOD26 SFFANPantryWOODDROP ZONEBENCHROD & SHELF 28"30"6'-334"4'-114"5'-4" 4'-3"1'-1014"5'-214"32" 28"HallWOODHallWOOD12'-1014"NO I-JOIST ABOVE2x4 WALL 28"(2) 2x9.5" LSL8'-2" 32 "ISPD 2968ANDERSENSDSDCD5'-5"OPENING36" SHEETROCK (+96")BOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALL1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x6 STUD WALLS @ 16" O.C. W/2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILPOLY VAPOR BARRIER & 1/2" GYP. BD.TYPICAL EXT. WALLINSIDE AND 1/2" SHEATHING - EXT.START SLAB AT TOPOF WALL AT BACK OFGARAGEDWTOP SIZE 99"x48" OVERHANG - 2 LEGS8'-0"4'-0"8'-3" 4'-1038" TEMP.(2) 1-3/4"x11 7/8" LSL - CONT.16'x8' O.H. DOORPORTAL FRAME7'-012"5'-934"5'-5"7'-358"5x5 PSL30"30"4'-758"24" x 96"ISLAND10'-0" 2'-41516" SEE FRAMING PLAN 11-7/8" TJI JOISTS 6'-3" PANELACCESS ATTIC22x30 LET BEAM INTO WALLHVAC CHASE1A-61A-73'-912"(1) 11-7/8" LSL10'-6"4'-3" 11-7/8" TJI JOISTSSEE EWP PLAN (2) 9.5" LSLOVENCOMBO36" GASCOOKTOP VAULT4:12VAULT4:1224" 24" 4 - 2 x 6 4- 2 x 6 3- 2 x 6 (4) 2X62x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"FINISHED ROOM SIZESSTUDY - WOODGREAT ROOM - WOOD144 SF246 SFSTAIRS86 SFKITCHEN/DINE/FOYER - WOOD522 SFMUD ROOM & W.I.C.78 SFFLEX ROOM150 SFPOWDER BATH - WOOD26 SFHALL - WOOD21 SFPANTRY/HALL - WOOD150 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"E9'-6" OFF LANDINGF5'-0"WATKINSA-4FIRST FLOOR09-22-20TWO STORY 4 BEDROOMPLANSCALE: 1/8" = 1'-0"FIRST FLOOR PLANA-41LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 1, 2020555.52.252.252.54.257555PFHPFH54.53.257 DN 16R36x60 TEMP.48"x48"FIXED(2) 36"x54" CASE-MULLEDLOWER LEVELWALL LINELOWER LEVELWALL LINERO0F TRUSSES@ 24" O.C.MasterBedroomCarpetMasterBathVINYL71 SF (FLR)W.I.C.CarpetBedroom #2CARPETBedroom #3CARPETBedroom #4CARPETHallwayCARPETR & SR & S42"HIGH WALL W/W/WOOD CAPRO0F TRUSSES @ 24" O.C.30"28"16'-0"7'-7"14'-5"14'-5"38'-0"8'-0"16'-0"10'-3"CENTERED ON RIDGE ABOVE10'-3"5'-812"5'-812"6'-11"4'-0"4'-0"1'-0" 26'-0" 16'-0"2'-6"2'-0"2A73'-91 2"3'-91 2"10'-614"5'-6"4'-334"20'-6"7'-7"2'-0"SAME HEIGHT AS PLATE (8'-1-1/8")(+8") STEP UP CEILING8'-9-1/8")2'-0"72"x36"SLIDE IN TUB(2) 2X10(3) 2X10(2) 2X10(2) 2X10(2) 2X103'-9"50'-0"36x60 36x60 4'-612"4'-612"13'-934"2'-11"2'-7"13'-6"AAAAA36x60(2) 2X10TEMP.30"28"W.I.C.Carpet7'-6"SSS20'-0" 12'-214"5'-334" 2'-2"13'-10"7'-4"8'-114"7'-1034"4'-234"11'-8"10'-414"4'-514"A36x60 (2) 2X10 A30'-0"4'-614"3'-734"60"x34" FIB. BASESS30"GIRDER TRUSS(4) 2x6PANELACCESSATTIC22x30LAUNDRYVINYL52 SF (FLR)WD28"32"LINEN3'-312"R & SLINE OFFLR. BELOW28"2'-6"LINE OFFLR. BELOWBathVINYL54 SF (FLR)28"28"5'-312"5'-334"8'-9"5'-334"5'-312"2'-6"60"x32"3'-414" 5'-43 4"WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.CDCD(2) 36x60 MULLED(3) 2X10A3'-134"3'-134"5'-312"11'-034"9'-314"1A-61A-76'-534"30"12'-934"S28"28"W.I.C.CarpetW.I.C.Carpet3'-5"5'-312"2'-112"13'-914"7'-458" 7'-038"6'-5"12"C.T. WALLS1'-6"(4) 2x62x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"FINISHED ROOM SIZESMASTER BEDROOMLAUNDRY - VINYLMASTER BATH - VINYL230 SF52 SF114 SFHALLWAY & LINEN148 SFBEDROOM # 2239 SFBEDROOM # 4209 SFBEDROOM # 3237 SFBATH - VINYL79 SFMASTER W.I.C.79 SFTHE TOTALS FOR FLOORING ARE ON FLOOR PLANSCALE: 3/16" = 1'-0"SECOND FLOOR PLANA-51WATKINSA-5SECOND FLOOR09-22-20TWO STORY 4 BEDROOMPLAN LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 1, 2020-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.552.52.52.52.52.56655 8" x 20" CONC. FTG'S4" CONCRETE SLABTYPICAL11-7/8" LSL JOISTS @ 16" O.C.8'-4" 7'-5"T.O. 4" CURBELEV. 108'-4"BOTTOM OF ALL FOOTINGS TO BE 42" MINIMUMBELOW FINISH GRADE RESTING ON UNDISTURBED SOIL12101ST FLRSUBFLOORELEV.109'-6 18""8'-5"1'-6"1'-0"1'-0"8'-218" 9'-218" 4'-338" 10'-134"8'-118"TYPICAL STAIR CONSTRUCTION NOTES:* 6'-10" MINIMUM HEADROOM* (3) 11-7/8" STAIR STRINGERS W/* 11" TREADS* PROVIDE 36" HIGH HANDRAILS & GUARD RAILS PER CODE.~ MINIMUM TREAD DEPTH 10" - MAX RISE 7-3/4"MINIMUM NOSING 34" MAX. NOSING 1-1/4"7'-1058"StairsStairs2x82x85'-078"20" FLOOR TRUSSESHVAC SOFFITBEYOND7'-114"BEDROOM # 3HALLFoyerGarage4" CONCRETE SLAB PITCHEDTOWARDS OVERHEAD DOORS5/8" TYPE X GYP. BRD.ON ALL COMMON WALLS &CEILINGS.MUD ALL JOINTS1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x6 STUD WALLS @ 16" O.C. W/R-49 ROOF INSULATIONTRUSSES @ 24" O.C.PRE-ENGINEERED ROOFR-49 ROOF INSULATIONTRUSSES @ 24" O.C.PRE-ENGINEERED ROOFBASEMENT11-7/8" TJI JOISTS @ 16" O.C.9'-11 8" 5'-078"DROP GARAGE WALL 8-1/8"818"5,000 LB. FOOTINGSTRENGTH MIX8'-4"9'-6" 1'-10" HEEL MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"SCALE: 3/16" = 1'-0"BUILDING SECTION - ELEV. BA-61WATKINSA-6SECTION10-7-19TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 1, 2020 8'-118"8'-4" WALLS - (1) 2x6 TOP PLATE 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" 1178"ELEV. 127'-9"2ND FLOOR CLG.BOISE RIM BOARD1-1/8" OSB RIM BOARDWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-8" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 11-7/8" LSL JOISTS @ 16" O.C.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 FRAMINGPROOFINGDUCTSPACEBLOCKBLOCKOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.OR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.3/4" OSB FLOOR SHEATHING3/4" OSB FLOOR SHEATHINGASPHALT SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPER(ICE DAM EAVESMIN. 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)FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED5,000 LB. FOOTINGSTRENGTH MIX3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-PROOFING2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYGLUED AND NAILEDGLUED AND NAILEDRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C.MAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1'-6"8'-4"MATCH GARAGE PLATE HEIGHT 5'-0"COLUMN BEYONDSEE ELEVATIONSAND FLOOR PLANVERIFY: FASCIA TOPLANE OUT WITHGARAGE FASCIA8'-118"FLUSH BEAMPER MFG.SPEC.FoyerCOVEREDPORCHMECH.ROOMBEDROOM #2TRUSSES @ 24" O.C.PRE-ENGINEERED ROOF124818" WATKINSA-7SECTION09-22-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. 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9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 %105647%62146#.(4#/'#55*190+05 Ä(6 Ä(6 $4#%'&9#...+0' $4#%'& 9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'& 9#...+0' $4#%'& 9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 %105647%62146#.(4#/'#55*190+05 Ä(6 Ä(6 Ä(6 Ä(6 6*'4'37+4'/'0655*190&+4'%6.;#$18'#22.;61'.'8#6+10&(41066*'4'37+4'/'0655*190&+4'%6.;#$18'#22.;61'.'8#6+10&(4106 Ä(6 Ä(6 Ä(6 Ä(6 ProductsPlotID Length ProductPlies Net QtyF28' 28' 0" 11 7/8" TJI® 210 1 9F24' 24' 0" 11 7/8" TJI® 210 1 7F20' 20' 0" 11 7/8" TJI® 210 1 18F16' 16' 0" 11 7/8" TJI® 210 1 7TJI Blocking 14' 2" 11 7/8" TJI® 210 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 13Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 4Wall FramingPlotID Length ProductPlies Net Qty3-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 32-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 42-2x10-7' 7' 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 IUS2.06/9.5 8- 10dx1.5 - 2- 10dx1.5 YesAdditional MaterialsPlotID Length Product Plies Net Qty2-2x10 Treated 12' 0" 1 1/2" x 9 1/4" Generic Material 2 22-2x10 Treated 10' 0" 1 1/2" x 9 1/4" Generic Material 2 2CSCSCSCSCSCSCSCSCSCSCS2-9.5" LSL-4'2-11.875" LSL-12'F28'F28'F28'RimRimRimRimRimRimRimRimRimRimRimRimF28'F20'F20'F20'TJI Blocking3-11.875" LVL-14'1-11.875" LVL-24'Solid Blocking1' 5"1' 3"3x5 PSLF20'1' 4"Solid Blocking5x5 PSL5x5 PSL1-11.875" LSL-12'2-2x10 Treated2-2x10 TreatedRound 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 holesSolid BlockingTJI Blocking2-9.5" LSL-4'2-2x10-7'3-9.5" LSL-12'H1F16'16" O.C.F28'16" O.C.F20'16" O.C.F24'16" O.C.TS116" O.C.H22 Trimmers2 TrimmersCustomer:Job Name:Address/Lot:Youngfield HomesAnderson Residence17978 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:WatkinsJob Number:24393Lyman 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:10/21/2020Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Framing 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 1 Simpson IUS2.37/11.88 10- 10dx1.5 - 2- Strong-Grip NoH3 1 User HHGU5.50 (H1=13)Not RequiredH5 14 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip NoProductsPlotID Length ProductPlies Net QtyF20'-2 20' 0" 11 7/8" TJI® 210 2 2F20' 20' 0" 11 7/8" TJI® 210 1 23F16' 16' 0" 11 7/8" TJI® 210 1 14R38' 38' 0" 11 7/8" TJI® 360 1 73-20" LVL-26' 26' 0" 1 3/4" x 20" 2.0E Microllam® LVL3 33-14" LVL-14' 14' 0" 1 3/4" x 14" 2.0E Microllam® LVL3 61-11.875" LVL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 1 15x5 PSL 12' 0" 5 1/4" x 5 1/4" 1.8E Parallam® PSL 1 15x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam® PSL 1 12-11.875" LSL-20' 20' 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 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 11Solid Blocking 1' 0" 3 1/2" x 11 7/8" CS Block 1 2Wall FramingPlotID Length ProductPlies Net Qty2-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 22-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 22-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 42-2x10-10' 10' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 62-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 62-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 16" o/cCSCS1-11.875" LSL-12'1-11.875" LVL-24'2-11.875" LSL-20'2-7.25" LSL-22'RimRimRimRimRimRimRimF20'-2Rim3-14" LVL-14'RimRimRim2-9.5" LSL-8'2-2x10-4'2-2x10-4'2-2x10-3'2-2x10-3'2-2x10-5'2-2x10-6'5x5 PSL3-20" LVL-26'3-14" LVL-14'1' 4"Roof Girder11,424#5x5 PSL2-9.5" LSL-8'2-2x10-6'2-2x10-6'2-9.5" LSL-12'2-2x10-10'2-2x10-4'1' 8"1' 0" Solid BlockingSolid BlockingRoof Girder10"10"1' 0" 1' 4"1' 8"2-9.5" LSL-10'H2H1H3F16'16" O.C.F16'16" O.C.R38'16" O.C.F20'16" O.C.F20'16" O.C.F20'16" O.C.H5H5 Floor Trusses 360 Series TJIs in this area4-2x64-2x64-2x63-2x64-2x64-2x6Customer:Job Name:Address/Lot:Youngfield HomesAnderson Residence17978 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:WatkinsJob Number:24393Lyman 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:10/21/2020Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Wall FramingPlotID Length Product Plies Net Qty3-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 62-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 102-2x10-5'2-2x10-4'2-2x10-4'3-2x10-7'Girder Truss3-2x10-7'2-2x10-4' 2-2x10-4' 2-2x10-4'2 Trimmers4-2x64-2x6Customer:Job Name:Address/Lot:Youngfield HomesAnderson Residence17978 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:WatkinsJob Number:24393Lyman 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:10/21/2020Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** 2TKPV0COG 5KIPGF 0KEM*CPUQP +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[ OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF 2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC .KEGPUG0WODGT ÄÄ&CVG 5%12'1(&4#9+0)5 6*'5'%#56Ä+0Ä2.#%'%10%4'6'(170+109#..)7+&'.+0'&4#9+0)5#4'24'2#4'�& %'46+(+'&$;6*'*#0510)4172+0%1/2.+#0%'9+6*6*'/+00'516#4'5+&'06+#.%1&'6*'5' &4#9+0)5%106#+05647%674#.+0(14/#6+10(1475'+06*'%105647%6+101(56#0&%+2 %10%4'6'(170+105(146;2+%#.4'5+&'06+#.%10&+6+1056*+5+0(14/#6+10+54'.'8#06 616*'%10%4'6'%1064#%6146*')'0'4#.%1064#%614#0&6*'(4#/+0)%1064#%614 6*'5'&4#9+0)5':2+4'10&'%'/$'4 (170+10)7+&' &4#9+0)+0&': 5%12'+0&': %'46+(+%#6+10 5 75')7+&'.+0'5#0&/#6'4+#.5 5 )'0'4#.016'5 5 56'2(116+0)&'6#+.5 9#.-1769#..&'6#+.5 .11-176-0''9#..&'6#+.5 ':6'4+14.19)4#&'(170+10&'6#+.5 $#5'/'069#..&'6#+.5 $#5'/'069#..8'46+%#.4'+0(14%+0)6#$.'5 $4+%-.'&)'&'6#+.5 5 (.114/'/$'4$'#4+0)&'6#+.#0&%100'%6+106#$.'5 $#5'/'069#..#0%*1452#%+0)6#$.'5 010Ä$'#4+0)9#..,1+56$.1%-+0)&'6#+.5 010Ä$'#4+0)9#..64755$.1%-+0)&'6#+.5 9+0&199'..&'6#+.5 56'22+0)&1909#..9+6*)4#&'&'6#+.5 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 5%12'+0&': %'46+(+%#6+10 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 &4#9+0)75')7+&'.+0'5#0&.+/+6#6+105 6*'%1064#%614.+56'&+06*'6+6.'$.1%-$'.19+5.+%'05'&$;6*'*#0510)41726175'6*+5 2#%-'69+6*+06*'5'.+/+6#6+105016'&(14241,'%659*+%*6*'.+%'05''+5&+4'%6.;4'52105+$.' 6*'.+%'05''/#;4'.'#5'6*+52#%-'661+6557$Ä%1064#%6145#0&%.+'065(1475'+06*' 241%74'/'061($7+.&+0)2'4/+65(14241,'%659*+%*6*'.+%'05''+575+0)6*'5'&4#9+0)5 6*'(170+10)7+&'.+0'5#4'61$'+557'&616*'#224124+#6'$7+.&+0)&'2#46/'06+0 #%%14�%'9+6*6*'+4#22418'&241%'&74'(1475'$;6*'$7+.&+0)#)'0%;&74+0)2.#04'8+'9 #0&+052'%6+105 .+/+6#6+105 $#5'/'06(170+109#..56'0(11614.'55+0%.'#4*'+)*6 (41/6121((.1145.#$61612 1(%10%4'6'9#..#65+..2.#6'$'#4+0)Ä0160'%'55#4+.;$#5'/'06%'+.+0)*'+)*6 5647%674'*'+)*6+501661':%''&6915614+'5#$18'6*'$#5'/'06 18'4#..$7+.&+0)+5#557/'&61(#..9+6*+06*'24'5%4+26+8'.+/+6#6+1051(6*'%1&'#5+6' 52'%+(+%2.#04'8+'9*#5016$''02'4(14/'& 5647%674'5%105647%6'&1(911&(.114911&411(#0&911&9#..510.;0124'%#5614 5647%674#.%10%4'6'$'#4+0)10(170+109#..5+52'4/+66'& ':6'4+14)4#&'5.12+0)&190#0	#;(41/6*'(170+109#..5 #0;%#5'$';10&6*'#$18'016'&+6'/54'37+4'55'2#4#6'#0&52'%+(+%5647%674#. 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(41562416'%6+10#54'37+4'&2'45+6'&'5+)0 /+0 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 9+0&199'..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Ä/#: /+0 )4#& ' . + 0 'Ä/#:Ä/#:Ä/#:5''$#5'/'069#..&'6#+.5''.11-1769#..&'6#+.5+/%105647%65+/.11-1769#..Y/+0 *14+<$#45/+0 5555.#$Ä10Ä)4#&'$';10& %10%4'6'564+2(116+0)56'2&190 #54'3&(14(41562416'%6+10 #6010Ä$'#4+0)9#..5 .1%#6'$.1%-+0)&'6#+.5 55 #6'0&1((7.. *'+)*69#.. 2418+&' #&&+6+10#.$#45"'0& 1((7..*'+)*69#..5')/'06.1%#6'& (41/+05+&'9#..(#%' (.114(4#/+0)#$18'$;16*'45 +0(+..911&(4#/+0)$;16*'45 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 56'22+0)&1909#..9+6*)4#&' &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 1 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Date Contractor Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11‐1) Square feet (Conditioned area including basement – finished or unfinished) Number of bedrooms Total required ventilation Continuous ventilation Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000‐1500 60/40 75/40 90/45 105/53 120/60 135/68 1501‐2000 70/40 85/43 100/50 115/58 130/65 145/73 2001‐2500 80/40 95/48 110/55 125/63 140/70 155/78 2501‐3000 90/45 105/53 120/60 135/68 150/75 165/83 3001‐3500 100/50 115/58 130/65 145/73 160/80 175/88 3501‐4000 110/55 125/63 140/70 155/78 170/85 185/93 4001‐4500 120/60 135/68 150/75 165/83 180/90 195/98 4501‐5000 130/65 145/73 160/80 175/88 190/95 205/103 5001‐5500 140/70 155/78 170/85 185/93 200/100 215/108 5501‐6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11‐1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila‐ tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation ‐ A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con‐ tinuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 16411 ABERDEEN ST NE,HAM LAKE, MN 55304 2 Section B Ventilation Method (Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov‐ ery Ventilator) – cfm of unit in low must not exceed continuous venti‐ lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions ‐ Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions ‐ The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions ‐ Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. 3 Section E Make‐up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make‐up air: Determined from make‐up air opening table Cfm Size and type (round, rectangular, flex or rigid) Directions ‐ In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make‐up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 4 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E‐1) Size and type Other, describe: Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 5 Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E‐1--Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan‐assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio =______ /_______ =_______________ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1 ‐ __________________=__________________ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA =___________________/ 3000 Btu/hr per in2 =_____________________in2 Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF Minimum CAOA =________________ x____________________ =__________ in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 6 IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. HVAC Load Calculations for Country Joe Homes 17978 Hawksbill Dr Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Thursday, October 8, 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:Thursday, October 8, 2020 Client Name:Country Joe Homes Client Address:17978 Hawksbill 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 West 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:1,407 CFM Per Square ft.:0.309 Square ft. of Room Area:4,555 Square ft. Per Ton:1,314 Volume (ft³):29,158 Building Loads Total Heating Required Including Ventilation Air:81,614 Btuh 81.614 MBH Total Sensible Gain:31,462 Btuh 76 % Total Latent Gain:10,144 Btuh 24 % Total Cooling Required Including Ventilation Air:41,606 Btuh 3.47 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\17978 Hawksbill Dr.rh9 Thursday, October 8, 2020, 1:27 PM 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 180 CFM 92 CFM Infiltration Actual:0.315 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 29,158 X 29,158 9,173 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:153 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 (180 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (92 CFM), Construction: Average C:\Users\Slykke\Desktop\17978 Hawksbill Dr.rh9 Thursday, October 8, 2020, 1:27 PM 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 3.47 1,314 4,555 31,462 10,144 41,606 81,614 903 1,407 1,407 System 1 3.47 1,314 4,555 31,462 10,144 41,606 81,614 903 1,407 1,407 12x19 Ventilation 1,419 2,344 3,763 8,821 Return Duct 0 0 0 5,305 Humidification 5,329 Zone 1 4,555 30,042 7,800 37,842 62,160 903 1,407 1,407 12x19 1-Lower Level 1,481 6,283 1,400 7,683 15,726 229 294 294 3--7 2-Main Level 1,481 12,958 3,400 16,358 24,678 359 607 607 6--7 3-Upper Level 1,593 10,801 3,000 13,801 21,756 316 506 506 5--7 C:\Users\Slykke\Desktop\17978 Hawksbill Dr.rh9 Thursday, October 8, 2020, 1:27 PM 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 0.1 367.1 229 294 294 3--7 2-Main Level Built-In 0 750 0.01 0.1 378.6 359 607 607 6--7 3-Upper Level Built-In 0 750 0.01 0.1 378.7 316 506 506 5--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 888.9 903 1,407 1,407 12x19 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:903 Cooling Flow:1407 C:\Users\Slykke\Desktop\17978 Hawksbill Dr.rh9 Thursday, October 8, 2020, 1:27 PM 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-426.2 10,750 0 7,345 7,345 4agdoor: Glazing-63 1,590 0 1,059 1,059 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 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 3004.8 16,992 0 1,875 1,875 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 1593 3,049 0 1,717 1,717 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 0.035 112 341 0 35 35 Subtotals for structure:42,660 0 12,467 12,467 People:6 1,200 1,380 2,580 Equipment:6,600 9,600 16,200 Lighting:1700 5,797 5,797 Ductwork:10,610 0 0 0 Infiltration: Winter CFM: 153, Summer CFM: 0 14,195 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) 14.53 gal/day :5,329 0 0 0 AED Excursion:0 0 798 798 Total Building Load Totals:81,614 10,144 31,462 41,606 Check Figures Total Building Supply CFM:1,407 CFM Per Square ft.:0.309 Square ft. of Room Area:4,555 Square ft. Per Ton:1,314 Volume (ft³):29,158 Building Loads Total Heating Required Including Ventilation Air:81,614 Btuh 81.614 MBH Total Sensible Gain:31,462 Btuh 76 % Total Latent Gain:10,144 Btuh 24 % Total Cooling Required Including Ventilation Air:41,606 Btuh 3.47 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\17978 Hawksbill Dr.rh9 Thursday, October 8, 2020, 1:27 PM 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:294 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.:20 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.: 17.3, Sum.: 0.0 400 4.015 1,606 0.000 0 0 Ductwork:1,342 0 AED Excursion:167 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:15,726 1,400 6,283 C:\Users\Slykke\Desktop\17978 Hawksbill Dr.rh9 Thursday, October 8, 2020, 1:27 PM 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:607 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.7 AC/hr Volume:13,329 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:38 CFM Runout Air:101 CFM Percent of Supply.:6 % Runout Duct Size:7 in.Actual Summer Vent.:41 CFM Runout Air Velocity:379 ft./min.Percent of Supply:7 % Runout Air Velocity:379 ft./min.Actual Winter Infil.:75 CFM Actual Loss:0.073 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 9 370 0.065 5.7 2,092 0.6 0 231 S -Wall-12F-0bw 50 X 9 297.2 0.065 5.7 1,681 0.6 0 185 W -Wall-12F-0bw 46 X 9 404 0.065 5.7 2,285 0.6 0 252 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 E -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 30.2 0 302 S -Gls-4a shgc-0.28 0%S (2)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 10 0.290 25.2 252 30.2 0 302 Subtotals for Structure:15,635 0 5,797 Infil.: Win.: 74.7, Sum.: 0.0 1,728 4.014 6,937 0.000 0 0 Ductwork:2,106 0 AED Excursion:344 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:3,200 4,200 Lighting:700 2,387 Room Totals:24,678 3,400 12,958 C:\Users\Slykke\Desktop\17978 Hawksbill Dr.rh9 Thursday, October 8, 2020, 1:27 PM 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:1,593.0 sq.ft.Supply Air:506 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.4 AC/hr Volume:12,744 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:33 CFM Runout Air:101 CFM Percent of Supply.:7 % Runout Duct Size:7 in.Actual Summer Vent.:34 CFM Runout Air Velocity:379 ft./min.Percent of Supply:7 % Runout Air Velocity:379 ft./min.Actual Winter Infil.:61 CFM Actual Loss:0.073 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 8 328 0.065 5.7 1,855 0.6 0 205 E -Wall-12F-0bw 38 X 8 304 0.065 5.7 1,719 0.6 0 190 S -Wall-12F-0bw 50 X 8 339 0.065 5.7 1,917 0.6 0 212 W -Wall-12F-0bw 38 X 8 289 0.065 5.7 1,634 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 (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 W -Gls-4a shgc-0.28 0%S 15 0.290 25.2 378 30.2 0 453 UP-Ceil-16B-44 1593 X 1 1593 0.022 1.9 3,049 1.1 0 1,717 Floor-20P-30 1 X 112 112 0.035 3.0 341 0.3 0 35 Subtotals for Structure:14,247 0 4,689 Infil.: Win.: 60.9, Sum.: 0.0 1,408 4.014 5,652 0.000 0 0 Ductwork:1,857 0 AED Excursion:287 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:2,200 3,200 Lighting:500 1,705 Room Totals:21,756 3,000 10,801 C:\Users\Slykke\Desktop\17978 Hawksbill Dr.rh9 Thursday, October 8, 2020, 1:27 PM 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 15,726 229 3-7 367 6,283 1,400 294 294 2 Main Level 1,481 24,678 359 6-7 379 12,958 3,400 607 607 3 Upper Level 1,593 21,756 316 5-7 379 10,801 3,000 506 506 Ventilation 8,821 1,419 2,344 Humidification 5,329 Return Duct 5,305 0 0 System 1 total 4,555 81,614 903 31,462 10,144 1,407 1,407 System 1 Main Trunk Size:12x19 in. Velocity:889 ft./min Loss per 100 ft.:0.105 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.47 76% / 24%31,462 10,144 41,606 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\17978 Hawksbill Dr.rh9 Thursday, October 8, 2020, 1:27 PM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 10/8/2020 Mailing Address of the Dwelling or Dwelling Unit City 17978 Hawksbill 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 Westinhouse BRYANT Powered Model 912SD60100 WEG100C2X045 BA13NA042 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:100,000 Capacity in Gallons: 100 Output in Tons:3.5 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 81,614 31,462 41,606 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Not required per mech. code Select Type RENEW AIRE EV-200 (BALANCED)Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 100 High:200 Location of duct or system: Balanced Ventilation capacity in cfms:FLEX MECH ROOM Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " FLEX OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct DJM 10/30/20 X