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LA185628 - 8603 197th St W Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 200 AMP SERVICEGARAGE RIGHTSIDEWALK53 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,431 SF996 SF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDFULL BASEMENTLEGACY 1st ADD.LOT 8, BLOCK 18603 - 197th STREET WESTJOEY & DEANA MILLERLAKEVILLE, 55044HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3-8"E9'-6" OFF LANDINGF5'-0"G6'-6"FIRST FLOORTOTAL4,568 SF1,565 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,046 SF294 SFUNFINISHEDSECOND FLOOR1,732 SF-1,271 SFELEVATION DFRONT PORCH120 SFCONCRETE PATIO589 SF2018 BUILDING CODE2015 ENERGY CODE16'-0"6'-312"2'-3316"4'-638"15'-414"4'-638"1'-434"1'-434"3'-6"2'-3316"9'-11 8" 3'-214"STONE6'-312"2'-3316"LINE OFLINE OFFIREPLACESHEETROCK4'-8"2'-3316"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"1'-5"24x24 FIXED5'-218"24x24 FIXED6'-0"GreatRoomBEARING WALLGAS FIREPLACE1'-5"4'-978"BUILT-IN'SBUILT-IN'SBUILT-IN'SBUILT-IN'SSTONE1x6 LP TRIM1x6 LP TRIM1'-2"SCALE: 3/4" = 1'-0"COLUMN #2 - 14" STRAIGHT - CONC. PORCH1'-4"CEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEALUMINUM SOFFIT1'-8"71 4"20" WIDE X 7-1/4" TALLSOFFITEL. 108'-4"CONCRETE PORCHT.O. CONC.T.O. FTG.8" CONC. WALLSIDEWALK 53 SFPorchGarage6'-0"8'-9"66RECESSEDSTEPS5'-0"FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSCOUNTRY JOE SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLSDROPPED GARAGE 7-1/2" @ FRONT WALL (1 RISER)SCALE: 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 PIPE9-16-20A-0COVER SHEETWATKINS 4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 22, 20202SEPTEMBER 23, 2020OCTOBER 16, 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.9'-0"9'-118"1ST FLRSUBFLOORELEV.110'-2 18"T.O. MAINFND. WALLELEV.109'-0"T.O. SLABELEV.100'-4"T.O. FTG.ELEV.100'WALL PLATEELEV.119'-3 1/4"2ND FLRSUBFLOORELEV.120'-3 7/8"8'-118"WALL PLATEELEV.128'-5"8" TRIM BOARD12126"X6"X6" BRACKETS - BL246118" RAKE END OVERHANG1'-0"1'-0"8:128:124:121ST FLRSUBFLOORELEV.110'-2 18"GARAGE WALLPLATE8'-5"1'-6"8" TRIM BOARD8" FRIEZE BOARDSCALE: 1/4" = 1'-0"A-11FRONT ELEVATION - D1'-6"FOR BRACED WALL REQUIREMENTSBOTH GARAGE PIERSUSE 1/2" OSB SHEATHING8" TRIM8" TRIM - 7-1/4" FRAMED SOFFIT6" HARDIE FRIEZE BD.6'-7"BOX OUT GABLE 6"1'-0"39'-0"1'-6"121212128:12 SHED ROOF24" OVERHANGBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTUREBL2665 - BOTH SIDES6" WINDOW TRIMHARDIE COLORPLUSSHINGLES5'-0"BOX OUT 18" RAKEHARDIE LAP - 4" EXPOSURE6" HARDIE FREEZE BD.BOX OUT GABLE 6"6"X6"X6" BRACKETS-BL24615'-0" BOX OUT 24" OVERHANGSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES8" TRIM BOARD8:12 SHED ROOF24" OVERHANG15'-0"9'-0"15'-0"BL2665 - BOTH SIDESGARAGE DROPPED 7-1/2"FRONT WALL ONLYTOP OF WALLELEV. 107'-8-1/2"TOP OF FTG.ELEV. 104'-4-1/2"CONCRETE PORCHRECESSEDSTEPS9-16-20ELEVATIONSWATKINS A-1TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 22, 20202SEPTEMBER 23, 2020OCTOBER 16, 20203 1ST FLOORELEV. 110'-2-1/8"9'-11 8" 8'-0"T.O. SLABELEV.100'-4"VENT8'-0"GAS F.P.VENT1'-6"1281281241'-0"8:1212:12ELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORELEV. 128'-5"TOP OF PLATEVINYLLAP12:122'-0"2'-0"EGRESSPIT12MATCH1281281ST FLOORELEV. 110'-2-1/8"2ND FLRSUBFLOORELEV.120'-3-7/8"9'-118"WALL PLATEELEV.119'-3-1/4"VINYLLAPVINYLLAPT.O. SLABELEV.100'-4"1'-0"1'-0"8:12VINYLLAP1'-6"1'-0"8:1212:1212:12128EGRESSPIT2'-0"1'-6"121226'-6"11'-0"EGRESSPITEGRESSPIT19'-6"11 ROOF VENTS8:1212:128:1212:128:12 12:121'-0"4:12 8:12 MATCH 8:128:12 1'-6"1'-6"1'-6"1'-6"1'-0"1'-0"1'-0"2'-0" 1'-6"1'-6"12:1212:125'-0" MATCHMATCH 12:1211'-0"50'-0"1'-6"1'-0"SCALE: 3/32" = 1'-0"LEFT ELEVATIONA-23WATKINSELEVATIONS9-16-20TWO STORY 4 BEDROOMSCALE: 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-2ELEVATION - D1SEPTEMBER 22, 20202SEPTEMBER 23, 2020OCTOBER 16, 20203NOVEMBER 18, 20204DECEMBER 17, 20205Secure door closed until deck isconstructed with a separate permit. 11-7/8" TIMBERSTRAND LSL JOISTS MECH RM ONLY 11-7/8" TJI JOISTS @ 16" O.C.2A-314'-0"18'-0"14'-0"18'-0"14'-0"T.O. 8" CONC.T.O. FTG.EL. 109'-0"EL. 100'-0"EL. 100'-0"T.O. FTG.8'-0" (2) 2x10 11'-6" 60x42 SLIDER D4'-0"66-1/2" M.O.HOSEBIBFURN.MechanicalRoom4" CONC. SLAB294 SFFLR.DRN.SUMPFinishedBathC.T75 SF (FLR)BEARING WALLBEARING WALLT.O. 6" CURB8"x20" CONCRETEFOOTING - TYPICALT.O. FOOTINGELEV. 100'-0"T.O. 6" CURBUnexcavated4" CONC. SLABFinishedFamily RoomCARPETFinishedBedroom #5CARPET41'-0"26'-6" 8" 7'-9"14'-4"HVAC SOFFITBASEMENT PLAN - ELEV. DA-31SCALE: 3/16" = 1'-0"UP 15R26'-0"8"2"5'-014"4'-2"SLOPE SLAB FOR DRAINAGEVARIEST.O. SLABT.O. 8" WALLT.O. FTG.T.O. 6" CURBT.O. 6" CURB2'-0"2'-412"16'-3" M.O.2'-412"1'-1012"16'-3" M.O.1'-1012"T.O. 2" LEDGET.O. FTG.21'-0"20'-0"4'-6"(2) 9-1/2" LSL4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED2'-0"VOID11'-014"DROPPED48'-91316"4 7 ' - 9 1 8"5,000 LB. FOOTINGSTRENGTH MIXBEAM POCKETStairs10'-014"T.O. 8" WALLCD32"28"WATERHEATER2" BRICK LEDGEEL. 107'-8"36"x36"x12" FTG. PAD3x5 PSL (1) 1-3/4" x 11-7/8" LSL6" CURB ON TOP OFFOOTINGS AT INTERIORBEARING WALLS (TYPICAL)TOP OF CURB FLUSH WITHTOP OF BASEMENT SLAB30x30x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOMHOSEBIBHVACCHASEABOVET.O. 8" WALLT.O. 6" CURB ALLOW FOR SEWER24" VOID TO14'-4"4" WIDE x 12" TALL(2) 1-3/4" x 11-7/8" LSL1A-6EL. 107'-8-1/2"EL. 108'-4-1/2"EL. 109'-0"EL. 108'-4-1/2"EL. 104'-4-1/2"EL. 107'-8-1/2"EL. 109'-0"EL. 105'-0"9'-0" TALL TYP. MAIN FOUNDATION WALLEL. 109'-0"T.O. 8" WALL109'-0"6'-0" 4'-10"1A-715'-11" 60'-0"EL. 108'-4"EL. 109'-0"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED11'-0"20'-0"61'-0"8'-0"(2) 2x1060x42 SLIDERD66-1/2" M.O.6'-0"4'-0"72"x36" SLIDE IN TUB THREE ROWS OFTILE ON THE WALL ABOVE THE TUB30"SSS60x34 3'-534" 4'-73 4" LINEN 28" PKTLINEN28"ROD & SHELFDW 72" VANITY3'-512"6'-312"6'-134" 5'-51 4" 3'-6"16'-334"20'-0" 6'-10"36"x36"x12" FTG. PAD36"x36"x12" FTG. PAD9'-614"HallCarpetFinishedKitchenetteLVPREF.60x84 ROROD & SHELFSTEAM SHOWER 21'-13 4"(3) 1-3/4" x 14" LVLDROPPED14'-5"4'-234"2'-6"11'-0"LAUNDRYTUBWDVERIFY DEPTH OF FOOTINGSA MIN. OF 42" FROST DEPTH6" CONCRETE WALL FOR CONC. STOOP (MAINTAIN2" BRICK LEDGE FORCONC. FTG'S8" x 20" TYP.EL. 100'-0"T.O. FTG.2A7CONCRETE STOOP - EL. 108'-4"Unexcavated4" CONC. SLAB2'-6"24"24"ROD & SHELF CONCRETE PATIO589 SF29'-0"33'-6"38-1/2" M.O.2'-4"7'-134"CDDRAINFLOOR4" SLEEVE DOWN18" FROM LEDGEFOR FLOOR DRAINS8'-6"DRAINFLOOR9'-0"6" WIDE x 12" TALLBEAM POCKET6" WIDE x BEAM POCKET12" TALL11-7/8" TJI JOISTS @ 16" O.C.GARAGE DROPPED 7-1/2"FRONT WALL ONLYT.O. 6" CURBEL. 108'-4-1/2"HallLVP2'-0"VOID3'-1012"3'-1012"T.O. WALLEL. 108'-4"T.O. WALLEL. 108'-4"60x84 RO(1) 11-7/8" LSL2'-0"VOID ALLOW FOR SEWER24" VOID TOFINISHED ROOM SIZESBEDROOM #5 - CARPETMECHANICALBATH - C.T.STAIRS - CARPETTOTAL202 SF294 SF152 SF86 SF1,565 SFFAMILY ROOM - CARPET334 SFHALLWAY - LVP75 SFW.I.C. - CARPET48 SFKITCHENETTE - LVP299 SFHALL - CARPET75 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"SECTION @ MECH. ROOM2A-3SCALE: 1" = 1'-0"118" RIMLSL JOISTTJI JOIST2x6 WALLMECHANICAL ROOMFINISHED BASEMENT(TIMBERSTRAND)FINISHED BASEMENTS ONLYBASEMENT PLANA-39-16-20TWO STORY 4 BEDROOM WATKINS LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 22, 20202SEPTEMBER 23, 2020OCTOBER 16, 20203Interior BWP AboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 2'-9316"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 2" FOAM UNDER SLAB@ 19.2" O.C.20" FLR TRUSSUPPER LEVEL WALL LINE Great Room WOOD Foyer WOOD 20 MINUTE FIRE RATED DOOR RO0F TRUSSES @ 24" O.C.MONO TRUSSES@ 24" O.C.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"6'-0"14'-4"7'-8"38'-0"14'-0"3'-1012"18'-0"14'-0"18'-0" 7'-0"7'-0" 5'-2"20'-0"26'-6"8'-2"5'-934"8'-012"4'-434"11'-3" 18'-6" 2 A7 NEWEL POST BEARING WALL 11'-0" 2'-0"3'-8"7'-8" SCALE: 3/16" = 1'-0" FIRST FLOOR PLAN A-4 1 HVAC20'-6" 2'-6"16'-0" 21'-0" 2'-6" (2) 1-3/4"x11-7/8" LSL - CONT. GIRDER TRUSS 16'x8' O.H. DOOR 2'-0"2'-0"16'-0" 20'-0"14'-0"60'-0"2'-0"(3) 18" LVL5'-218"GAS FIREPLACE1'-5"6'-0"4'-978"(2) 2x10 36x66 36x66 2-2x6E 2- 2 x 6 36x66 (2) 1-3/4x 9-1/2" LSLDROPPED (2) 2x10 (3) 1-3/4" x 14" LVLFLUSH (2) 2x10OPENING32" SHEETROCK(2) 2x10 B B B A B R & S7'-3"B 24x24 FIXED24x24" FIXED(2) 2x10DROP GARAGE 8-1/8" FOR 2ND FLOOR OVER GARAGE RAILING TO LANDING 5 x 5 P S L 5x5 PSL61'-0"6'-0"6'-0"5'-9" 2 A7 6 6 Porch CONCRETE 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"Kitchen WOOD 2'-3"4'-0" ANDERSEN (+96")Stairs 5'-534"5'-314"2'-0"2'-0" (+96")23'-7"50'-0" 360 SERIES 11-7/8" @ 16" O.C.2'-3"7'-3"B 60x24 FIX.3'-6" 7'-314" (2)36x60 MULLED 9'-314"1'-0"19'-0"(2) 2x10(2) 2x10(1) 1-3/4" x 11-7/8" LSL(2) 2x10(3) 9-1/2" LSL(2) 2x10 5x5 PSL(3) 24" LVL6'-9"6'-9"3'-0" 9'-10" 12'-101 4" 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 OF GARAGE5'-418"TEMP.PORTAL FRAMEGASCOOKTOP4'-0"4'-618"TOP SIZE 99"x48"Flex Room WOOD Hall WOOD Pantry WOOD CD Mud Room C.T. W.I.C. C.T. 50" LOCKERSROD & SHELFROD & SHELFISPD 2968 7'-11" 5'-93 4"6'-312"DROP ZONE NO I-JOIST ABOVE7'-358"36"32" 28"28"30" 32" (2) 9-1/2" LSL (4)2x6PANELACCESSATTIC22x30OR BELOW5x5 PSLLET BEAM INTO WALL BALLOON FRAME THIS WALL UP TO ROOF TRUSSES LINE OF 2ND FLR. Dining Room WOOD 9'-634"2'-614"2'-0" Study WOOD 11'-234" 63" DRYWALL OPENING NEWEL POST Bath C.T. 23 SF (FLR) Hall WOOD 4'-112"5'-4"SEE FRAMING PLAN11-7/8" TJI JOISTS1 A-6 1 A-73'-912"2'-41516"9'-1012"8'-112" B (3) 9-1/2" LSL 30x66 SH 2-2x62-2x654x66 FIX 30x66 SH 10'-1012" 5'-01 4" (1) 11-7/8" LSL 11'-0"(1) 1-3/4" x 11-7/8" LSLDW24" x 96"ISLAND OVERHANG - 2 LEGS8'-0"4'-0"9'-3"4'-3"28"OPENING36" SHEETROCK(+96")OPENING36" SHEETROCK(+96")11-7/8" TJI JOISTSSEE EWP PLAN(2) 1-3/4"x11-7/8" LSL - CONT. 16'x8' O.H. DOOR PORTAL FRAME 5'-4"BUILT-IN'SBUILT-IN'SWINDOW SILLS MORE THAN 6" ABOVE FINISHED GRADE (SURFACE BELOW) OR LESS THAN 36" FROM FINISHED FLOOR SHALL REQUIRE A WINDOW OPENING CONTROL DEVICE.28"S 41'-0" S REF/FREEZER OVENCOMBO S 4'-61 2" 20'-0"4'-1114"VAULT 4:12 VAULT 4:12 BEAMS INSTALL BACKING EGRESS BELOWEGRESS BELOW11'-0" 48" BENCH(2) 2x1036x6636x662-2x62-2x636x66BCONCRETE PATIO 589 SF 29'-0"33'-6"DOOR36" SERV.2'-4" RAILING TO TOP DRAINFLOOR 8'-6"DRAIN FLOOR 9'-0"(2) 11-7/8" " LSLGIRDER TRUSSWAINSCOTING FOYER - 4'-0" HIGH 30" 30"SC DOORSW/ GRIDS GARAGE DROPPED 7-1/2" FRONT WALL ONLY RECESSED STEPS32"SHIPLAPWALL 12x12NICHE BUILT-IN'S INSTALL GARAGE HEATER 2x4 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 STUDY - WOOD GREAT ROOM - WOOD 145 SF 248 SF KITCHEN/DINE/FOYER - WOOD 595 SF MUD ROOM & W.I.C. - C.T.78 SF FLEX ROOM - WOOD 136 SF BACK HALL - WOOD 21 SF POWDER BATH - C.T.38 SF STAIRS - CARPET 86 SF PANTRY & HALL - WOOD 47 SF HEADER HEIGHT SCHEDULE A B C 6'-11-1/4" 8'-0" 7'-6" D E 9'-6" OFF LANDING F 5'-0" 6'-11-3/8"9'-118"USE 1x3 TRIM PIECES GLUED & NAILED TO DRYWALL4'-0"2'-6"2'-6" BASE WATKINS9-16-20 FIRST FLOOR PLAN A-44 BEDROOMTWO STORYLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC6276701 SEPTEMBER 22, 2020 SCALE: 1/4" = 1'-0" WAINSCOTING @ FOYER A-4 2 2 SEPTEMBER 23, 2020 OCTOBER 16, 20203 BWP Above BWPs Above 4.25 3 2.25 2.25 5.5 20 5 5 5 5 5 3.25 12 8.5 PFH PFH PFH PFH 60x32DN 16R48"x48"FIXEDLOWER LEVELWALL LINELOWER LEVELWALL LINERO0F TRUSSES @ 24" O.C.MasterBedroomCarpetMasterBathC.T.110 SF (FLR)W.I.C.CarpetBedroom #2CARPETBedroom #3CARPETBedroom #4CARPETHallwayCARPETROD & SHELFR & S36" "HIGH RAILINGRO0F TRUSSES @ 24" O.C. 16'-0"7'-7"14'-5"15'-5"39'-0"8'-0"23'-0"15'-0"9'-0"2A73'-912"3'-912"11'-014"5'-6"39'-0"7'-7"(2) 2X1050'-0"15'-0"ATEMP.30"W.I.C.CarpetSSSS20'-0" 6'-7"2'-5" 16'-1014"11'-0"5'-612"10'-1014"42'-0"5'-014"3'-734" 4'-212"SS30"GIRDER TRUSSPANELACCESSATTIC22x30LAUNDRYC.T.52 SF (FLR)W D 28" DRYWALLLINE OFFLR. BELOWJack&JillC.T.74 SF (FLR)CD32"4'-914"CDGIRDER TRUSS(2) 2X1030x3030"5'-812"(2) 36X60 MULLED(2) 2x10A(2) 36X60 MULLED(2) 2x10AG4'-6"4'-6"7'-6"7'-6"7'-6"7'-6"1'-0"CANT 1'-0"20'-0"30"(2) 36x60 MULLED(3) 2x10A11'-634"3'-134"(2) 2X103'-314"1A-61A-7WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.19'-0"6'-1"28"28"W.I.C.CarpetVAULT4:12 VAULT4:12 66"x36"FREE STANDINGTUB8'-0"4'-6"14'-0"5'-312"28"W.I.C.Carpet28" 28"3'-4" 6'-7" 6'-112" 5'-412"3'-512" 6'-734" 9'-334"LINE OFFLR. BELOW12'-734"5'-10"STEAM SHOWERBUMP UP12'-0"LINEN28"OPENING8'-134"TALL5' UPPERS ACCENTWALLCLG. FAN W/LITE PACKAGEINSTALLSOUND INSULATION ALLWALL ON 2ND FLOORSOUND INSULATION ALLWALL ON 2ND FLOORTILE WAINSCOTINGC.T. WALLS, BASEACCENTWALLTILETO 44"IN FLOOR ELECTRIC MATS28" PKT 5' VANITY2 8 "AND CEILINGGLASSFULL GLASS1/2 GLASS SLIP-IN15'-7"3'-414"7'-734"6'-10"4'-912"7'-234"FOLDING TABLE28" DRYWALLOPENING6'-912"1'-412"4'-634"STEAMSHWRGENERATOR TILE SEAT@ 44" HIGHFRAME WALL(+21")1'-0"5' VANITYLINEN4' BI-FOLD4'-312"@ 36" HIGHFRAME WALL18'-6"Jr. SuiteBathC.T.41 SF (FLR)FRAME WALL(+36" W/SHELVES ABOVE28" PKT48x34MAKEUP 24x3636x60(2) 2x6(2) 2x636x60(2) 2x68'-10"2'-2"5'-4"13'-5"13'-314"8'-414"6'-10"2'-6"28"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"E9'-6" OFF LANDINGF5'-0"G6'-6"FINISHED ROOM SIZESMASTER BEDROOMLAUNDRY - C.T.MASTER BATH - C.T.230 SF52 SF156 SFHALLWAY & LINEN126 SFBEDROOM # 2 & W.I.C.258 SFBEDROOM # 4 & W.I.C.200 SFBEDROOM # 3 & W.I.C.238 SFJACK & JILL BATH - C.T.109 SFMASTER W.I.C.74 SFTHE TOTALS FOR FLOORING ARE ON FLOOR PLANJUNIOR SUITE BATH - C.T.66 SFELEVATION D - JUNIIOR SUITEOPTION #22'-634"2'-634"2'-634"9'-118"15'-414"2'-634"USE 1x1 TRIM PIECESFRAME OUT PERIMETERNO BASE ON THIS WALLGLUED & NAILED TO DRYWALL120°MasterBedroomCarpet15'-414"VAULT4:12VAULT4:122'-634"60°2'-634"SCALE: 3/16" = 1'-0"SECOND FLOOR PLANA-51WATKINSA-5DSECOND FLOOR9-16-20TWO STORY 4 BEDROOMPLAN LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 22, 20202SEPTEMBER 23, 2020SCALE: 3/16" = 1'-0"ACCENT WALL MASTERA-52OCTOBER 16, 20203NOVEMBER 18, 20204OPTION #2DECEMBER 17, 20205556655-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 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 SOIL1ST FLRSUBFLOORELEV.110'-2-1/8"8'-5"1'-6"1'-0"1'-0"8'-218"9'-1018"4'-1138"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"StairsStairs5'-078"20" FLOOR TRUSSESHVAC SOFFITBEYOND7'-114"BEDROOM # 3FoyerGarage4" 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 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 9'-0"3'-858"9'-6"2x81212W.I.C.20" FLOOR TRUSSES5'-014"5'-014"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"WATKINS9-16-20SECTIONA-64 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 22, 20202SEPTEMBER 23, 2020OCTOBER 16, 20203 BUILDING SECTION2A-7SCALE: 3/8" = 1'-0"2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)8'-118"9'-0" WALLS - (1) 2x6 TOP PLATE 4" CONCRETE SLAB8" x 20" CONC. FTG'SPLATE W/ SILL SEAL INSUL.PRESSURE TREATED 2x6 SILL9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-2-1/8"1ST FLOOR9'-118"1178" 34" 34" 1178"ELEV. 128'-5"2ND FLOOR CLG.WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-8" THICK CONC. WALLSBOISE RIM BOARD1-1/8" OSB RIM BOARD11-7/8" TJI JOISTS @ 16" O.C.BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-7PROOFINGPROOFINGDUCTSPACEBLOCKBLOCKOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.OR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.3/4" OSB FLOOR SHEATHING3/4" OSB FLOOR SHEATHINGMIN. 6" ENERGY HEALSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION112"(R-20)5,000 LB. FOOTINGSTRENGTH MIXRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2" FOAMAT FULL BASEMENT & 4' FROST FOOTINGS.GLUED AND NAILEDGLUED AND NAILEDMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISESHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED11-7/8" TJI JOISTS(FINISHED BASEMENT)11-7/8" LSL JOISTS(UNFINISHED BASEMENT)SCALE: 1/4" = 1'-0"PORCH SECTION - ELEV. DA-721'-6"9'-0" 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"CONCRETEPORCHWATKINS9-16-20SECTIONA-74 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. 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6#..911&9#..(4#/+0)+561$'&'5+)0'&$;5722.+'4(14)4#8+6;#0&176Ä1(Ä2.#0'9+0&.1#&56*''064;214%*+5%105+&'4'&61$'#24+/#4+.;12'0010Ä'55'06+#.2146+101(6*'5647%674'#0&+5':%.7&'&(41/6*'18'4#../#+09+0&(14%'5;56'/1(6*'*1/'2418+&'%1&'4'37+4'&72.+(6%100'%6+105#6#..21565#0&6'05+10%100'%6+105#6.'&)'451EVQDGTÄÄ%10%4'6'(170+10$'.195+/2510*66*1.&190#0%*14#6.1%#6+1055*190YZ.10)5+/25106+6'0*&5%4'9Ä+0#0%*145(4#/+0)&'6#+.)#4#)'(41062146#.(4#/'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.5'%6+105#6$4#%'&9#..2#0'.5#$18'%#06+.'8'4'&(.114(4#/+0)722'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0/#+0.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0$4#%'&9#..2#0'.(#56'0$1661/2.#6'61,1+56$.1%-+0)Y F0#+.5'8'4;1%%#06+.'8'4'&(.114,1+56$;5722.+'4(4#/'9#..$4#%'&9#..2#0'.$'.19$.1%-+0)$'69''0,1+565#5(1..195 x(.#6Z612 $1661/14,1+56/#6'4+#.145#90$.1%-+0)x2.;911&5*''60#+.'&61ZUY F0#+.5612 $1661/x%+4%7.#4*1.'7261/#;$'%76+061%'06'41(2.;911&0#+.(.1145*'#6*+0)61$.1%-+0)YF0#+.5"1%$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 $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 %105647%62146#.(4#/'#55*190+05 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 %105647%62146#.(4#/'#55*190+05 5+/ Ä(6 $4#%'& 9#...+0' Ä(6 Ä(6 Ä(6 ÄÄÄ/#:(#56'06122.#6'61*'#&'4Y 4195F5+0-'40#+.5"1% Z$'#4+0)567& Z(7..*'+)*6567&6*+5'0&1(*'#&'4.1%#6'2#0'.,1+069+6*+0Ä(41/%'06'41(*'#&'4*'+)*6#54'3& Z51.+&$.1%-+0)4'37+4'A*'#6*+0),1+06 Z$'#4+0)567&5/+0 8'4+(;Y5722.+'4 5+/251056*&'/$'&&'&*1.&190#0%*14#6.1%#6+1055*190 4'('4615(14#.6'40#6+8'126+105 (170+109#..$'.19.'0)6*1(%106+07175*'#&'4 #0%*14$1.65 /+0'/$'& YZZ2.#6'9#5*'45 $1.65"5+/ 0#+.5*'#6*+0)61*'#&'4YF0#+.5"1%'#9#;6;25/#..*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5 0#+.5*'#6*+0)#4170&2'4+/'6'4Y 4195F0#+.5"1%56#))'4'& 612.#6'5$.1%-+0)"1% 5+/2510/56%564#210+05+&'(#%'1(9#.. 2418+&'52#%'461(.75*176*'#&'4619#..567&6*+%-0'55 (#56'0-+0)567&61*'#&'4Y 4195F5+0-'40#+.5"1%%106+07175.8..5.*'#&'46157221468'46+%#..1#&5$;5722.+'4 /+09+&6* /+0&'26*4'3& 2418+&'Z+0(+..9#..#$18'*'#&'4#54'3&.#4)'*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5Y56#0&0#+.+0)2418+&'(#56'0+0)1(#$18'(4#/+0)'37#.616*#6&'6#+.'&(14$4#%'&9#..2#0'.5Ä"5+/$'#4+0)(14.8.$;16*'45"5+/ÄÄ"5+/10'5+&'& ProductsPlotID Length Product Plies Net QtyF34' 34' 0" 11 7/8" TJI 210 joist 1 8F24' 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 10Joist Material Blocking 13' 2 3/8" 11 7/8" TJI 210 joist 1 13-14" LVL - 14' 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 3TS1 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 142-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS2 10' 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 14Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 3Wall FramingPlotID Length Product Plies Net Qty2-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 16" o/cCSCSCSCSCSCSCSCSCSCS2-9.5" LSL-4'3-14" LVL - 14'F34'F34'F34'RimRimRimRimRimRimRimRimRimRimRimRimTS22-11.875" LSL-10'2-2x10-6'RimJoist Material Blocking2-2x10-6'Solid BlockingSolid BlockingSolid BlockingJoist Material BlockingF20'F20'F20'F20'1' 4"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 holesF16'16" O.C.F16'16" O.C.F20'16" O.C.TS116" O.C.F24'16" O.C.F34'16" O.C.2 TrimmersLSL Joist In This AreaHVAC CHASECustomer:Job Name:Address/Lot:Youngfield HomesJoey & Deana Miller8603 197th St WCity, State:Lakeville, MNPlan/Model #:WatkinsJob Number:24360Lyman 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:10/7/2020Revised By:Jeff D.Revision Date:10/16/2020Revision #: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 HGUS410 46- 16d - 16- 16d NoH2 1 Simpson HU9 18- 10d - 6- 10dx1.5 NoH3 10 Simpson IUS2.06/11.88 10- 10d - 2- Strong-Grip NoH4 5 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip NoH5 1 Simpson HGU5.50 (H1=17) 36- SDS self-drilling wood screw 0.242 dia. x 2 1/2" - 24- SDS self-drilling wood screw 0.242 dia. x 2 1/2" NoH6 1 Simpson IUS2.37/11.88 10- 10d - 2- Strong-Grip 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 16R40' 40' 0" 11 7/8" TJI 360 joist 1 4R38' 38' 0" 11 7/8" TJI 360 joist 1 33-24" LVL-26' 26' 0" 1 3/4" x 24" 2.0E Microllam LVL 3 33 - 18" LVL - 20' 20' 0" 1 3/4" x 18" 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-22' 22' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 25x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 22-11 7/8" LSL - 20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 22-11 7/8" LSL- 22' 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 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 122x8 Flat Blocking 12' 8 3/8" 2x8 blocking (11 7/8" joist depth) 1 1Wall FramingPlotID Length Product Plies Net Qty3-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 32-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-9.5" LSL-6' 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 23-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 32-2x10-10' 10' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-6' 6' 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 4 Start Joist Layout Here. 16" o/cCSCSCSCSCS1-11.875" LSL-12'1-11.875" LSL-24'2-11.875" LVL-22'2-7.25" LSL-22'RimRimRimRimRimRim3-14" LVL-14'Rim2-11 7/8" LSL- 22'3-9.5" LSL-4'2-2x10-3'2-2x10-3'2-2x10-5'2-2x10-6'2-2x10-6'2-2x10-10'3-9.5" LSL-12'4-2x62-2x10-4'3 - 18" LVL - 20'Rim1-11.875" LSL-6'2x8 Flat BlockingE1 ALT5x5 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.3-24" LVL-26'2-9.5" LSL-6'2-9.5" LSL-8'2-2x10-4'RimRimGirder Truss2-2x10-10'2-11 7/8" LSL - 20'H2H1H5RimH65x5 PSL6"1' 0 5/8"1' 1 3/8"F16'16" O.C.F16'16" O.C.R40'16" O.C.R38'16" O.C.H4H3F20'16" O.C.360 Series TJIs in thisarea2 Trimmers← Floor Trusses →2 - Trimmers3 - TrimmersCustomer:Job Name:Address/Lot:Youngfield HomesJoey & Deana Miller8603 197th St WCity, State:Lakeville, MNPlan/Model #:WatkinsJob Number:24360Lyman 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:10/7/2020Revised By:Jeff D.Revision Date:10/16/2020Revision #: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 Framing PlotID Length Product Plies Net Qty 3-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 4 Girder Truss Girder Truss 2-2x10-7'2-2x10-7' 2-2x10-3' 3-2x10-7'2-2x10-5'2-2x10-4'2-2x10-4'2-2x10-3' 2 Trimmers Customer:Job Name:Address/Lot:Youngfield HomesJoey & Deana Miller8603 197th St WCity, State:Lakeville, MNPlan/Model #:WatkinsJob Number:24360Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Alex S.Drawn Date:10/7/2020Revised By:Jeff D.Revision Date:12/30/2020Revision #:3SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. 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(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 8603 197th St. W., Lakeville HVAC Load Calculations for Country Joe Homes 22260 Dodd Blvd Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Tuesday, December 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. Silver Tree Plumbing & Heating 8603 197th St. W., Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:8603 197th St. W., Lakeville Designed By:Jake Ryan Project Date:12/8/2020 Project Comment:Watkins Client Name:Country Joe Homes Client Address:22260 Dodd Blvd Client City:Lakeville, MN 55044 Client Phone:(952) 469-4066 Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, MN 55120 Company Phone:651-900-7053 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%72 42 Check Figures Total Building Supply CFM:1,292 CFM Per Square ft.:0.266 Square ft. of Room Area:4,862 Square ft. Per Ton:1,572 Volume (ft³):42,030 Building Loads Total Heating Required Including Ventilation Air:61,364 Btuh 61.364 MBH Total Sensible Gain:28,733 Btuh 77 % Total Latent Gain:8,393 Btuh 23 % Total Cooling Required Including Ventilation Air:37,125 Btuh 3.09 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. D:\Watkins - Heat Calc.rh9 Tuesday, December 8, 2020, 9:37 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 8603 197th St. W., Lakeville Eagan, MN 55121 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Min Htg CFM Min Clg CFM Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 3.09 1,572 4,862 28,733 8,393 37,125 61,364 728 1,292 728 1,292 1,292 System 1 Main Floor Yes 3.09 1,572 4,862 28,733 8,393 37,125 61,364 728 1,292 728 1,292 1,292 12x18 Ventilation 1,138 5,551 6,689 6,940 Supply Duct Latent 129 129 Return Duct 11 24 35 59 Humidification 8,723 Zone 1 4,862 27,584 2,689 30,273 45,642 728 1,292 728 1,292 1,292 12x18 1-Basement 1,565 4,249 358 4,607 13,179 210 199 210 199 199 2--6 2-Main Level 1,565 14,189 2,331 16,520 16,558 264 665 264 665 665 6--6 3-Second Floor 1,732 9,146 0 9,146 15,905 254 428 254 428 428 4--6 D:\Watkins - Heat Calc.rh9 Tuesday, December 8, 2020, 9:37 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 8603 197th St. W., Lakeville Eagan, MN 55121 Page 4 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-Basement Built-In 450 750 0.01 0.1 507 210 199 199 2--6 2-Main Level Built-In 450 750 0.01 0.1 564.2 264 665 665 6--6 3-Second Floor Built-In 450 750 0.01 0.1 545.6 254 428 428 4--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 861.5 728 1,292 1,292 12x18 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:728 Cooling Flow:1292 D:\Watkins - Heat Calc.rh9 Tuesday, December 8, 2020, 9:37 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 8603 197th St. W., Lakeville Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Anderson 100: Glazing-Anderson 100, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.27, SHGC 0.28 393.2 9,234 0 10,176 10,176 11J: Door-Metal - Fiberglass Core, U-value 0.6 37.8 1,972 0 612 612 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 1836 8,568 0 208 208 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 2880.1 16,287 0 3,052 3,052 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM, U-value 0.05 204 888 0 208 208 RJ R-20 RIM JOIST: Wall-Frame, Custom, RJ R-20 RIM JOIST R-20 SPRAY FOAM, U-value 0.05 205 892 0 208 208 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown insulation in attic, U- value 0.02 1928 3,355 0 2,045 2,045 21A-32: 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 32' wide, U-value 0.02 1565.2 2,723 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 363 1,106 0 140 140 Subtotals for structure:45,025 0 16,649 16,649 People:6 1,200 1,380 2,580 Equipment:1,489 6,764 8,253 Lighting:775 2,643 2,643 Ductwork:676 153 159 312 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 202, Summer CFM: 202 6,940 5,551 1,138 6,689 Humidification (Winter) 23.79 gal/day :8,723 0 0 0 Total Building Load Totals:61,364 8,393 28,733 37,125 Check Figures Total Building Supply CFM:1,292 CFM Per Square ft.:0.266 Square ft. of Room Area:4,862 Square ft. Per Ton:1,572 Volume (ft³):42,030 Building Loads Total Heating Required Including Ventilation Air:61,364 Btuh 61.364 MBH Total Sensible Gain:28,733 Btuh 77 % Total Latent Gain:8,393 Btuh 23 % Total Cooling Required Including Ventilation Air:37,125 Btuh 3.09 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. D:\Watkins - Heat Calc.rh9 Tuesday, December 8, 2020, 9:37 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 8603 197th St. W., Lakeville Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces South Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 1 Basement 199 217 226 222 206 220 *226 217 2--6 2 Main Level 665 656 593 683 *706 646 543 626 6--6 3 Second Floor 428 391 320 401 *444 395 317 389 4--6 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°South 1,292 28,733 8,393 3.09 45°Southwest 1,264 28,131 8,392 3.04 90°West 1,139 25,470 8,393 2.82 135°Northwest 1,306 29,027 8,393 3.12 180°North *1,357 *30,113 8,393 *3.21 225°Northeast 1,261 28,060 8,393 3.04 270°East 1,086 24,335 8,393 2.73 315°Southeast 1,232 27,449 *8,393 2.99 * Indicates highest value of all rotations. 2.7 2.8 2.9 3.0 3.1 3.2 3.3 South Southwest West Northwest North Northeast East SoutheastCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage D:\Watkins - Heat Calc.rh9 Tuesday, December 8, 2020, 9:37 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 8603 197th St. W., Lakeville Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 30,000 31,000 32,000 33,000 34,000 35,000 36,000 37,000 38,000 39,000 40,000 41,000 42,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pmBuilding Net Gain, BtuhTime of Day Building Rotation Hourly Net Gain Front door faces South Front door faces Southwest Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast D:\Watkins - Heat Calc.rh9 Tuesday, December 8, 2020, 9:37 AM Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type 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): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 10/19/20DJMX