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Home My WebLink AboutLA187773 - 18861 Ixonia Ave Permit PackRESIDENTIAL 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 FOOTAGE1,374 SF730 SF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDWALKOUTPRESERVE OF LAKEVILLELOT 1, BLOCK 118861 IXONIA AVENUEMARY BETH & IAN BOUMANLAKEVILLE, 55044HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3-8"E9'-6" OFF LANDINGF5'-0"G6'-6"FIRST FLOORTOTAL4,288 SF1,481 SF--GARAGEBASEMENTFLOOR AREAFINISHED-758 SF294 SFUNFINISHEDSECOND FLOOR1,620 SF-1,187 SFELEVATION D2018 BUILDING CODE2015 ENERGY CODE16'-0"6'-312"2'-3316"4'-638"15'-414"4'-638"1'-434"1'-434"3'-6"2'-3316"9'-118"3'-214"SHIPLAP W/ RETURNS6'-312"2'-3316"LINE OFLINE OFFIREPLACESHIPLAP4'-67 8" 4'-61 4" 4'-61 4"2'-3316"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"1'-5"24x24 FIXED5'-218"24x24 FIXED6'-0"GreatRoomBEARING WALLGAS FIREPLACE1'-5"4'-978"8"LINE OF FLOATINGBOX MANTLE1'-7"BUILT-IN'SBUILT-IN'SBUILT-IN'SBUILT-IN'S8" TILE SURROUNDT.O. RIM6x6 POST12" CONC. PIER1x6 LP TRIM1x6 LP TRIM2'-0"T.O. FTG.VARIEST.O. WALL1'-2"SCALE: 3/4" = 1'-0"COLUMN #2 - 14" STRAIGHT1'-4"5/4" CEDAR DECKING2x10 DROPPEDHEADER2x8 DECK JOISTCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEALUMINUM SOFFIT1'-8"714"20" WIDE X 7-1/4" TALLSOFFITEL. 107'-8"SIDEWALK 51 SFPorchGarage6'-0"8'-9"66R3'-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 WALLSSCALE: 1-1/2" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-11'-8" FLOOR TRUSS 3/4" SUB-FLOOR1-1/2" TOP CHORD8" x 8"DUCT1-1/2" SPRAY FOAM (R-10)1-1/2" BOTTOM CHORDFILL 20" FLOOR TRUSS WITHLOOSE FILL FIBERGLASS INSULATION9" = R-23 6" ROUND PIPE9-11-20A-0COVER SHEETWATKINS 4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 5, 20202NOVEMBER 20, 2020ALLOW FOR WIDER TRIMDECEMBER 21, 20203JANUARY 18, 20214Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/22/2021dmathews 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"HARDIE LAPFOR 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"WOOD DECKDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)33'-0"1'-6"121212128" TRIM BOARD4" EXPOSUREBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURE6" WINDOW TRIMHARDIE COLORPLUSSHINGLESHARDIE SKIRT BOARD5'-0"BOX OUT 18" RAKEHARDIE LAP - 4" EXPOSURE6" HARDIE FREEZE BD.BOX OUT GABLE 6"6"X6"X6" BRACKETS-BL24615'-0" BOX OUT 24" OVERHANGSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESADDRESSHARDIE ON ALL 4 SIDES9-11-20ELEVATIONSWATKINS A-1TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 5, 20202NOVEMBER 20, 2020DECEMBER 21, 20203JANUARY 18, 20214 A-2RIGHT ELEVATION2SCALE: 1/8" = 1'-0"A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"LEFT ELEVATION3A-212MATCH12812810:121ST FLOORELEV. 110'-2-1/8"9'-11 8"T.O. SLABELEV.100'-4"1ST FLOOR9'-11 8" 8'-0"T.O. SLABELEV.100'-4"8'-0"1'-0"1'-0"8:121'-6"8'-0"1'-0"8:1220'-0"10'-0"10'-0"26'-0"ELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORELEV. 128'-5"ELEV. 110'-2-1/8"TOP OF PLATEELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOOR12:12GAS 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 PLATE12:121'-6"SCALE: 1/8" = 1'-0"ROOF PLAN - ELEV. DA-2411 ROOF VENTS8:1212:128:1212:128:12 12:1212:121'-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"12:1212:127'-0"18" MIN.2'-0"2'-0"HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES4" WATKINS9-11-20ELEVATIONSA-24 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 5, 20202NOVEMBER 20, 2020DECEMBER 21, 20203JANUARY 18, 20214Secure door closed until deck isconstructed with a separate permit. FURN.MechanicalRoom4" CONC. SLAB294 SFFLR.DRN.SUMP28 "30"6'-0" X 6'-11" PATIOBEARING WALLBEARING WALLT.O. 6" CURB8"x20" CONCRETEFOOTING - TYPICALT.O. FOOTINGELEV. 100'-0"T.O. 6" CURBUnexcavated4" CONC. SLAB30'-0"20'-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 SOFFITBASEMENT PLAN - ELEV. DA-31SCALE: 1/4" = 1'-0"UP 15R9'-1012"6'-10"42x6030"x60"54"x60" FIXED30"x60"2-2x62-2x626'-0"8"2"15'-1014"7'-0"7'-0"12'-634"11'-9"2'-113 4"10'-614"4'-614"3'-101 2"3'-101 2"4'-2"SLOPE SLAB FOR DRAINAGE VARIEST.O. SLABT.O. 8" WALLT.O. FTG.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" LEDGET.O. FTG.19'-0"11'-0"AA2'-6"2'-51 2"4'-113 4" 4'-0"(3) 1-3/4" x 9-1/2" LVL(2) 2x10(2) 2x10DROPPED48" VAN.4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED2'-0"VOID3'-1014"10'-614"(3) 1-3/4" x 11-7/8" LVL5X5 PSL11'-113 4"DROPPED40'-0516"38 ' - 8 13 16"53'-8"6 2 ' - 9 5 8"5,000 LB. FOOTINGSTRENGTH MIXBEAM POCKET50'-0"SHOULD BE THEPORCH FOOTINGSSAME HEIGHT AS THEHOUSE FOOTINGSIF SOIL IS UNDISTURBEDMAKE FOOTINGS 42" DEEP38'-0"9'-614"8'-112"6'-614"10'-0" MIN. FTG. STEP 10'-0" MIN. FTG. STEP1'-0"5'-0"NO DRAINTILE AT WALKOUT WALL ONLYT.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"T.O. FTG.T.O. 8" WALLEL. 100'-0"T.O. FTG.CD32"28"WATERHEATER2" BRICK LEDGEEL. 108'-4"36"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" WALLT.O. 6" CURB ALLOW FOR SEWER24" VOID TO14'-4"4" WIDE x 12" TALL(2) 1-3/4" x 11-7/8" LSL4'-6"HALF WALL1A-6EL. 108'-4"EL. 109'-0"EL. 109'-0"EL. 109'-0"EL. 105'-0"T.O. FTG.EL. 108'-4"EL. 109'-0"EL. 105'-0"9'-0" TALL TYP. MAIN FOUNDATION WALLEL. 96'-4"EL. 109'-0"T.O. 8" WALL109'-0"6'-0" 6'-0"2x8 PORCH LEDGERP.T. 2x8 DECK JOISTS @ 16" O.C.12" CONC. PIERS1'-0"5'-0" 4'-10" F T G S . T Y P . 2 4 " x 2 4 "LINE OF PORCH ABOVE8'-0"11'-0"2'-0"2'-0"12" CONC. PIERS1'-0"5'-0" P.T. 2x8 DECK JOISTS @ 16" O.C.(2) 2x10(3) 2x101A-7BACKWATERVALVESCDROD & SHELF 2'-6"2'-134"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDFinishedBathC.T.43 SF (FLR)FinishedFamily RoomCARPETFinishedStairsFinishedGymLVPLVP Flooring104 SFSOLIDS O L I D SOLIDSOLIDSOLIDWATERSOFTENERMUSTEE #14FLOOR MOUNT11-7/8" TIMBERSTRAND LSL JOISTS MECH RM ONLY 11-7/8" TJI JOISTS @ 16" O.C.2A-348x34 FIB. BASE 11-7/8" TJI JOISTS @ 16" O.C.EL. 108'-4"EL. 108'-4"28"28"SOLIDC.T. WALLS TO CLG. CORNER SHELF @ 4'22'-0" x 14'-0"CONCRETE PATIOSITE VERIFY2'-6"(1) 1-3/4" x 11-7/8" LSL(2) 1-3/4" x 9-1/2" LSL2 TRIMMERSSSSFINISHED ROOM SIZESFINISHED GYM - LVPMECHANICALBATH - C.T.STAIRS- CARPETTOTAL198 SF294 SF88 SF83 SF1,481 SFFAMILY ROOM - CARPET714 SFFAMILY ROOM - LVP104 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-39-11-20TWO STORY 4 BEDROOM WATKINS LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 5, 20202NOVEMBER 20, 2020DECEMBER 21, 20203JANUARY 18, 20214662.5UFER 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@ 19.2" O.C.20" FLR TRUSSUPPER LEVEL WALL LINE Foyer WOOD 20 MINUTE FIRE RATED DOOR RO0F TRUSSES @ 24" O.C.MONO TRUSSES@ 24" O.C.30'-0" 2x6 STUD WALLS @ 16" O.C. W/ (R=21) FIBERGLASS BATT INSULATION 4 MIL POLY VAPOR BARRIER & 1/2" GYP. BD. TYPICAL EXT. WALL INSIDE AND 1/2" SHEATHING - EXT.28"6'-0"14'-4"7'-8"38'-0"8'-0"3'-1012"3'-912"18'-0"14'-0"18'-0" 7'-0"7'-0" 9'-101 2" 7'-134" 9'-1"7'-2"13'-3" 17'-0" 2 A7 NEWEL POST BEARING WALL 10'-6" 2'-0"3'-8"9'-1" SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN A-4 1 HVAC20'-6" 1'-6"16'-0" 19'-0" 1'-6" (2) 1-3/4"x11-7/8" LSL - CONT. GIRDER TRUSS 16'x8' O.H. DOOR 1'-6"1'-6"8'-0" 11'-0"2'-0"(2) 11-7/8" 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 11'-23 4" (3) 1-3/4" x 14" LVL FLUSH (2) 2x10(2) 2x10 B B B A B R & S4'-3"B 24x24 FIXED24x24" FIXED(2) 2x10DROP GARAGE 8-1/8" FOR 2ND FLOOR OVER GARAGE RAILING TO LANDING 5x5 PSL5x5 PSL50'-0"6'-0"6'-0"6'-6" 2 A7 6 6 Porch WOOD 8'-0"11'-0" 1'-0"5'-0"6'-0"5'-0"4'-0" (2) 1-3/4"x7-1/4" LSL 66 (2) 1-3/4"x7-1/4" LSL LINE OF 20" SOFFIT (7-1/4" TALL) 1'-8"1'-8"8'-11 2" Kitchen WOOD 2'-234"4'-6"60x24 FIX.ANDERSEN Stairs 4'-834"5'-31 4"2'-0"2'-0" (+96")63" DRYWALL OPENING23'-7"50'-0" 360 SERIES 11-7/8" @ 16" O.C.2'-3"12'-1"4'-3"B 60x24 FIX.12'-6" 7'-314"36x24 FIXED9'-314"1'-0"19'-0"(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10 (3) 2x6(3) 20" LVL3'-9"3'-9"5'-0"5'-101 4"16'-0"2'-9"11-7/8" TJIO JOISTSSEE I-LEVEL FOR SPACINGBOTTOM OF GARAGE DOOR SHOULD BE SET 4" DOWN FROM TOP OF POURED WALL START SLAB AT TOP OF WALL AT BACK OFOF WALL AT BACK OF GARAGETEMP.PORTAL FRAME 4'-6"4'-758"TOP SIZE 99"x48"ISPD 2968 NO I-JOIST ABOVE2x6 WALL7'-358"8'-61 2" 5'-3" 83 4" 32"(3) 2x6PANELACCESSATTIC22x30OR BELOW(1) 11-7/8" LSL 5x5 PSLLET BEAM INTO WALL LINE OF 2ND FLR. REF. Dining Room WOOD GAS36"30" 30" 1 A-6 1 A-72'-41516"B (2) 9-1/2" LSL 30x66 SH 2- 2 x 62-2x654x66 FIX 30x66 SH 10'-412" 4'-61 4" (1) 11-7/8" LSL 10'-6"(1) 1-3/4" x 11-7/8" LSLDW96"x 24"ISLANDOVERHANG - 2 LEGS8'-0"4'-0"8'-3"11-7/8" TJI JOISTSSEE EWP PLANGreat Room WOOD (2) 2x12 8'x8' O.H. DOOR 36'' MTL.78" LOCKERS 28" Bath C.T. 32 SF (FLR)6'-1114"2'-414"W.I.C. C.T.6'-634"ROD & SHELF6'-6"32" DRYWALL OPENING 32" DRYWALLOPENING Pantry C.T. Back Hall C.T. Mud Room C.T.(2) 2x1036x244'-212"36" DRYWALLOPENING(+96")4'-6" B9'-012"4'-434"36" VAN. 50" DROPZONE 4'-71 2"534"7'-13 4"34" DRYWALLOPENING28"BEV. REF. DRAWERSTACK 42" OPENINGWINE REF. DRAWERSTACK 42" WIDETALL CABINET(+96")36" COOKTOPWOODHOOD OVENCOMBO Study WOOD INSULATE GARAGE WALLS & CEILING COMPLETEBUILT-IN'SBUILT-IN'SVAULT 4:12 VAULT 4:12 (2) 2x10 (+96") (+96") WINDOW SILLS MORE THAN 6" ABOVE FINISHED GRADE (SURFACE BELOW) OR LESS THAN 36" FROM FINISHED FLOOR SHALL REQUIRE A WINDOW OPENING CONTROL DEVICE.26'-0"RECYCLE VENT SOLID SOLID SOLID SOLID SOLID 2'-5"2'-0" SHELVES30" FLOATING HVAC CHASE (3) 2x6GIRDER TRUSS2 TRIMMERS (2)1-3/4x 9-1/2" LSL(1) 11-7/8" LVL - 24'(2) 2x10S 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" STAIRS - CARPET 86 SF MUD ROOM & W.I.C. - C.T.137 SF POWDER BATH - C.T.38 SF BACK HALL - C.T.34 SF PANTRY - C.T.77 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"WATKINS9-11-20 FIRST FLOOR PLAN A-44 BEDROOMTWO STORYLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC6276701 OCTOBER 5, 2020 2 NOVEMBER 20, 2020 DECEMBER 21, 20203 JANUARY 18, 20214 Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. BWPs Above (3)9-1/2" LSL per EWP plan 7 7 3.75 5 5 PFH PFH 5 5 5 5 5.5 2.252.25 2.54.25 SECOND FLOOR PLAN - ELEV D.1SCALE: 1/4" = 1'-0"A-5DN 16RLOWER LEVELWALL LINELOWER LEVELWALL LINERO0F TRUSSES @ 24" O.C.MasterBedroomCarpetMasterBathC.T.72 SF (FLR)Bedroom #2CARPETBedroom #3CARPETBedroom #4CARPETHallwayCARPET42"HIGH WALL W/W/WOOD CAPRO0F TRUSSES @ 24" O.C. 16'-0"7'-7"11'-11" 15'-5" 39'-0"8'-0"17'-0"13'-0"7'-0"26'-0" 19'-0"2'-6"2A73'-912"3'-912"10'-614"4'-4"4'-734"33'-0"7'-7"50'-0"12'-734"13'-0"36x60(2) 2X1030"28"W.I.C.CarpetROD & SHELF8'-0"20'-0" 12'-21 4"5'-33 4" 2'-13 4"16'-101 4"7'-4"8'-4"5'-234"9'-10"10'-414"4'-514"A36x60 (2) 2X10 AROD & SHELF8'-0"2'-6"30'-0"4'-614"3'-73 4" 30"28"28"7'-5"7'-0"GIRDER TRUSS42" VANITY 5'-312"PANELACCESSATTIC22x30LAUNDRYLVP68 SF (FLR)WDJunior SuiteBathC.T.38 SF (FLR)LINE OFFLR. BELOWJack&JillC.T.62 SF (FLR)2'-6"60"x32"GIRDER TRUSS1'-11"(2) 2X1030x3030"28"42" VANITY 4'-212"12'-734"(2) 36X60 MULLED(2) 2x10A(2) 36X60 MULLED(2) 2x10AG3'-6"3'-6"6'-6"6'-6"6'-6"6'-6"31 2" 1'-0" CANT 28"3'-134"6"8'-312"1'-0"20'-0"30"(2) 36x60 MULLED(3) 2X10A4'-312"5'-312"2'-912"1'-9"9'-314"1A-61A-728"28 "28"28 "SOLIDSOLIDSOLIDSOLIDSOLIDSOLID25" SINK W/ 32"BASE CABINETGASSOLIDSOLIDSOLIDKOHLER K715CAST IRON TUBC.T WALLS TO CLG.WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.ROD & SHELF3'-0"5'-212"WALK-INSHOWER30" OPNG.36"x24 " AWNING(2) 2X10A2'-1114"1'-9"28"SOLIDLINEN CAB.SOLIDSOLIDSOLIDSOLID28"SOLIDROD & SHELFW.I.CCarpet75 SF (FLR)6'-4" 7'-8"32"SOLID2 8 "SOLIDROD & SHELFROD & SHELF 3'-2"11'-034"3'-5"7'-734"CORNER SHELVES 4'& 5'24"LinenCARPETSOLID CORNER SHELF @ 4'48x34 FIB. BASEC.T. WALLS TO CLG.90" VANITY28"SOLID3'-7"NICHE3'-312"5'-0" TALLVAULT 4:12 VAULT 4:12 3'-414"1'-33 4"VALVESSSSSSCDCD2x4 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"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3-8"E9'-6" OFF LANDINGF5'-0"G6'-5"FINISHED ROOM SIZESMASTER BEDROOMLAUNDRY - LVPMASTER BATH - CT230 SF68 SF123 SFHALLWAY & LINEN133 SFBEDROOM # 2191 SFBEDROOM # 4209 SFBEDROOM # 3225 SFJUNIOR SUITE BATH - C.T.58 SFMASTER W.I.C.84 SFTHE TOTALS FOR FLOORING ARE ON FLOOR PLANJACK & JILL BATH - CT89 SFELEVATION D - JUNIIOR SUITEMASTER SHOWER2SCALE: 1/4" = 1'-0"A-5MasterBathC.T.74 SF (FLR)WD3'-0"5'-212"WALK-INSHOWER30" OPNG.2'-912"NICHE3'-8"1'-2"NICHE24"x14"2'-0"30" OPNG.VALVEMasterBathC.T.72 SF (FLR)36"x24" AWNING(2) 2X10LINEN CAB.4'-9" TALLVANITYLINEN CAB.5'-0" TALL4'-814"(2) 2X106'-1114"36"x24" AWNINGWATKINS9-11-20SECOND FLOORA-54 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 5, 20202NOVEMBER 20, 2020DECEMBER 21, 20203JANUARY 18, 20214-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).3.53.53.5665555 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 # 3LINENFoyerGarage4" 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"81 8"5,000 LB. FOOTINGSTRENGTH MIX2x8ELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORELEV. 110'-2-1/8"1ST FLOORELEV. 128'-5"2ND FLOOR CLG.9'-0"3'-858"9'-6"2x81212MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"WATKINS9-11-20SECTIONA-64 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701OCTOBER 5, 20202NOVEMBER 20, 2020DECEMBER 21, 20203JANUARY 18, 20214 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'S1/2" ANCHOR BOLTS @ 6'-0" O.C.PLATE 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) APPLY ABOVE GRADEFOUNDATION COATING11-7/8" TJI JOISTS @ 16" O.C.BOISE RIM BOARD1-1/8" OSB RIM BOARD11-7/8" TJI JOISTS @ 16" O.C.BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-7PROOFINGDUCTSPACEBLOCKBLOCKOR 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 MIX2) 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.NAILED AND GLUEDNAILED AND GLUEDBUILDING SECTION2A-7SCALE: 3/8" = 1'-0"8" THICK CONC. WALLSFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTEDRIGID 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 NOTEDOTHERWISESHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESSCALE: 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" WATKINS9-11-20SECTIONA-74 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. 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4'('4615(14#.6'40#6+8'126+105(170&#6+109#..$'.19.'0)6*1(%106+07175*'#&'4#0%*14$1.6 /+0'/$'&YZZ2.#6'9#5*'40#+.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%.#4)'*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5Y56#0&#4&0#+.+0)2418+&'(#56'0+0)1(#$18'(4#/+0)'37#.616*#6&'6#+.'&(14$4#%'&9#..2#0'.5%106+07175.5..8.*'#&'46157221468'46+%#..1#&5$;5722.+'4 /+09+&6* /+0&'26*4'3&ÄÄ$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..195x(.#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' 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(66*'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 Products PlotID Length Product Plies Net Qty F28' 28' 0" 11 7/8" TJI 210 joist 1 9 F24' 24' 0" 11 7/8" TJI 210 joist 1 7 F20' 20' 0" 11 7/8" TJI 210 joist 1 18 F16' 16' 0" 11 7/8" TJI 210 joist 1 7 F10' 10' 0" 11 7/8" TJI 210 joist 1 1 Joist Material Blocking 8' 6 7/8" 11 7/8" TJI 210 joist 1 1 TJI Blocking 4' 11 3/16" 11 7/8" TJI 210 joist 1 1 1-11.875" LVL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 1 3-11.875" LVL-14' 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 3x5 PSL 10' 0" 3 1/2" x 5 1/4" 1.8E Parallam PSL 1 1 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 TS1 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14 2-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 1-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 13 3-2x10 Treated 12' 0" 2 X 10 SP No.1 P 3 3 2-2x10 Treated 8' 0" 2 X 10 SP No.1 P 2 2 Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 2 Wall Framing PlotID Length Product Plies Net Qty 3-9.5" LVL-12' 12' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 3 3 2-9.5" LSL-6' 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 2 Start Joist Layout Here. 16" o/c Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 No H2 3 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No CS CSCSCS CSCSCS CS CS CS CS 2-2x10-4' 2-11.875" LSL-12'F28'F28'F28'F28'RimRimRimRimRimRim Rim Rim Rim Rim F20'F20'F20'TJI Blocking 3-11.875" LVL-14'1-11.875" LVL-24'3x5 PSL F20'RimRimRim Solid Blocking Solid Blocking 5x5 PSL 5x5 PSLF10'Round holes larger than 3-5/8" up to 7-1/4" max. in 1.5" x 11-7/8" 1.5E TimberStrand LSL joist only Edge of large holes need to be at least 4 times the diameter of the largest hole (for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the next hole is a small 12" diameter hole). The hole must be centered within the joist vertically. No square or rectangular holes No more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span. See chart below for minimum distance from inside face of bearing to edge of hole for holes larger than 3-5/8" but not greater than 7.25" Minimum distance from edge of hole to inside face of bearing (end or intermediate) 4"5" *6.5" * 7.25" * 2'-0"2'-0" 3'-0"3'-6" * Allowable spans shown in TB-711 must be reduced by 9" with these size holes 1' 4" 1' 4" 1' 3"1' 5" 2-9.5" LSL-6' 2-2x10-7' 3-9.5" LVL-12' 1' 5"1' 3" 1-11.875" LSL-12'F24'Joist Material Blocking TJI Blocking 1' 9 1/2" 10" 1' 2" H1 3-2x10 Treated 2-2x10 Treated TS1 16" O.C. F16' 16" O.C. F24' 16" O.C. H2 F28' 16" O.C. F28' 16" O.C. F20' 16" O.C. 2 Trimmers LSL Joist In This Area Customer:Job Name:Address/Lot:Youngfield HomesBouman18861 Ixonia AveCity, State:Lakeville, MNPlan/Model #:Watkins DJob Number:24571Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:1/14/21Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson IUS1.81/11.88 10- 10d common - 2- 10d x 1-1/2 No H2 14 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - No H3 1 Simpson IUS2.37/11.88 10- 10d x 1-1/2 - - No H4 1 Simpson HHUS410 30- 16d - 10- 16d No Products PlotID Length Product Plies Net Qty F20' 20' 0" 11 7/8" TJI 210 joist 1 25 F16' 16' 0" 11 7/8" TJI 210 joist 1 15 TJI Blocking 1' 0 5/8" 11 7/8" TJI 210 joist 1 1 R40' 40' 0" 11 7/8" TJI 360 joist 1 2 R38' 38' 0" 11 7/8" TJI 360 joist 1 5 3-20" LVL-26' 26' 0" 1 3/4" x 20" 2.0E Microllam LVL 3 3 3-14" LVL-14' 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 3 1-11.875" LVL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 1 2-11.875" LVL-14' 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 5x5 PSL 12' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 2-11.875" LSL-20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 1-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 1-11.875" LSL-8' 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 2-7.25" LSL-22' 22' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10 2x8 Flat Blocking 11' 1" 2x8 blocking (11 7/8" joist depth) 1 1 2-2x12-12' 12' 0" 2 x 12 SPF No.1/No.2 2 2 Wall Framing PlotID Length Product Plies Net Qty 2-9.5" LSL-6' 6' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand LSL 2 2 3-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 2-9.5" LSL-6' 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-2x10-10' 10' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 6 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 8 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 16" o/c CSCS CS CS CSCS 1-11.875" LSL-12'1-11.875" LVL-24'2-11.875" LSL-20' 2-7.25" LSL-22'RimRim Rim Rim RimRim Rim3-14" LVL-14'RimRim2-2x12-12' 2-9.5" LSL-6'2-2x10-3'2-2x10-3'2-2x10-5'2-2x10-6' 2-2x10-10' 3-9.5" LSL-12' Girder Truss 2-11.875" LVL-14'Rim1-11.875" LSL-8'TJI Blocking 2x8 Flat Blocking E1 ALT F16'5x5 PSL 5x5 PSL 2' TJI® JOIST 2" 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers.E1 ALT Timberstrand ® LSL rim board to match TJI® depth WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above.3-20" LVL-26'2-9.5" LSL-6' 1' 4"1' 3"1' 5" 1' 3"9" 1' 8" 3" H1 Girder TrussRim H4 2-2x10-4' 5x5 PSL2-2x10-6'2-2x10-6'2-2x10-4'2-2x10-4'2-2x10-4'H31' 4"1' 5"11" 1' 4"1' 0" 9" F16' 16" O.C. F16' 16" O.C. R40' 16" O.C. R38' 16" O.C. F20' 16" O.C. F20' 16" O.C.H2 H2 Floor Trusses360 Series TJIs in this area 2 Trimmers 2 Trimmers 3-2x6 3-2x6 3-2x6 13,389#Customer:Job Name:Address/Lot:Youngfield HomesBouman18861 Ixonia AveCity, State:Lakeville, MNPlan/Model #:Watkins DJob Number:24571Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:1/14/21Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Wall Framing PlotID Length Product Plies Net Qty 3-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 6 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-4'2-2x10-4'Girder Truss Girder Truss 2-2x10-7'2-2x10-7' 2-2x10-3' 3-2x10-7'2-2x10-4'Customer:Job Name:Address/Lot:Youngfield HomesBouman18861 Ixonia AveCity, State:Lakeville, MNPlan/Model #:Watkins DJob Number:24571Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:1/14/21Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Print Name: Signed: Nick Hanson I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. License Number:1-1-21 46665Date: SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2021. 2021 FOUNDATION GUIDE: DRAWING INDEX: SCOPE, INDEX, & CERTIFICATION S0 USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STEPPING DOWN WALL WITH GRADE DETAIL S15 COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 150 1.001 January 1, 2021 S0 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 151 1.001 January 1, 2021 S1 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 152 1.001 January 1, 2021 S2 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 153 1.001 January 1, 2021 S3 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 154 1.001 January 1, 2021 S4 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 155 1.001 January 1, 2021 S5 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPOXY GROUTED 3'-0"1'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 156 1.001 January 1, 2021 S6 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 157 1.001 January 1, 2021 S7 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 158 1.001 January 1, 2021 S8 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 159 1.001 January 1, 2021 S9 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1510 1.001 January 1, 2021 S10 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1511 1.001 January 1, 2021 S11 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWN ORSHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1512 1.001 January 1, 2021 S12 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1513 1.001 January 1, 2021 S13 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10'-0" MAX3'-8" MAX2'-6" MIN OPENING1'-6" MIN3'-0" EACH WAY MIN 112" TYPSLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1514 1.001 January 1, 2021 S14 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRAD E L I N E 9'-4" MAX.6'-0" MAX.4'-0" MAX.SEE BASEMENT WALL DETAILSEE LOOKOUT WALL DETAILSIM.CONSTRUCT SIM. LOOKOUT WALLw/ MIN. (2) #4 HORIZ. BARS3 MIN. 1 S7S5S5SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1515 1.001 January 1, 2021 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE &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 18861 Ixonia Ave Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Tuesday, December 22, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Tuesday, December 22, 2020 Client Name:Country Joe Homes Client Address:18861 Ixonia Ave Client City:Lakeville, MN 55044 Company Name:Air Mechanical Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces 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:1,307 CFM Per Square ft.:0.285 Square ft. of Room Area:4,582 Square ft. Per Ton:1,453 Volume (ft³):29,374 Building Loads Total Heating Required Including Ventilation Air:79,565 Btuh 79.565 MBH Total Sensible Gain:29,145 Btuh 77 % Total Latent Gain:8,701 Btuh 23 % Total Cooling Required Including Ventilation Air:37,846 Btuh 3.15 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\18861 Ixonia Ave.rh9 Tuesday, December 22, 2020, 10:46 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.370 AC/hr 0.190 AC/hr 181 CFM 93 CFM Infiltration Actual:0.329 AC/hr 0.087 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 29,374 X 29,374 9,671 Cu.ft./hr 2,561 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:161 CFM 43 CFM Total Building Ventilation:83 CFM 83 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.370 AC/hr (181 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (93 CFM), Construction: Average C:\Users\Slykke\Desktop\18861 Ixonia Ave.rh9 Tuesday, December 22, 2020, 10:46 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 3.15 1,453 4,582 29,145 8,701 37,846 79,565 898 1,307 1,307 System 1 3.15 1,453 4,582 29,145 8,701 37,846 79,565 898 1,307 1,307 12x18 Ventilation 1,240 2,048 3,288 7,707 Return Duct 0 0 0 4,774 Humidification 5,122 Zone 1 4,582 27,905 6,653 34,558 61,963 898 1,307 1,307 12x18 1-Lower Level 1,481 6,077 1,319 7,396 15,670 227 285 285 3--6 2-Main Level 1,481 12,030 2,912 14,942 24,448 354 564 564 6--6 3-Upper Level 1,620 9,798 2,422 12,220 21,845 317 459 459 5--6 C:\Users\Slykke\Desktop\18861 Ixonia Ave.rh9 Tuesday, December 22, 2020, 10:46 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 483.3 227 285 285 3--6 2-Main Level Built-In 0 750 0.01 0.1 478.4 354 564 564 6--6 3-Upper Level Built-In 0 750 0.01 0.1 467.6 317 459 459 5--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 871.5 898 1,307 1,307 12x18 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:898 Cooling Flow:1307 C:\Users\Slykke\Desktop\18861 Ixonia Ave.rh9 Tuesday, December 22, 2020, 10:46 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4a: Glazing-392.5 9,897 0 6,982 6,982 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 3054.5 17,274 0 1,906 1,906 16B-44: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation, U-value 0.022 1620 3,101 0 1,746 1,746 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide, U-value 0.027 1481 3,479 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 139 423 0 44 44 Subtotals for structure:42,223 0 12,173 12,173 People:5 1,000 1,150 2,150 Equipment:4,600 7,600 12,200 Lighting:1700 5,797 5,797 Ductwork:9,548 0 0 0 Infiltration: Winter CFM: 161, Summer CFM: 43 14,966 1,053 638 1,691 Ventilation: Winter CFM: 83, Summer CFM: 83 7,707 2,048 1,240 3,288 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 13.97 gal/day :5,122 0 0 0 AED Excursion:0 0 547 547 Total Building Load Totals:79,565 8,701 29,145 37,846 Check Figures Total Building Supply CFM:1,307 CFM Per Square ft.:0.285 Square ft. of Room Area:4,582 Square ft. Per Ton:1,453 Volume (ft³):29,374 Building Loads Total Heating Required Including Ventilation Air:79,565 Btuh 79.565 MBH Total Sensible Gain:29,145 Btuh 77 % Total Latent Gain:8,701 Btuh 23 % Total Cooling Required Including Ventilation Air:37,846 Btuh 3.15 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\18861 Ixonia Ave.rh9 Tuesday, December 22, 2020, 10:46 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,481.0 sq.ft.Supply Air:285 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.4 AC/hr Volume:11,848 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:21 CFM Runout Air:95 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:18 CFM Runout Air Velocity:483 ft./min.Percent of Supply:6 % Runout Air Velocity:483 ft./min.Actual Winter Infil.:18 CFM Actual Loss:0.146 in.wg./100 ft.Actual Summer Infil.:5 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.: 18.2, Sum.: 4.8 400 4.213 1,685 0.180 119 72 Ductwork:1,207 0 AED Excursion:119 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:15,670 1,319 6,077 C:\Users\Slykke\Desktop\18861 Ixonia Ave.rh9 Tuesday, December 22, 2020, 10:46 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,481.0 sq.ft.Supply Air:564 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.5 AC/hr Volume:13,329 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:33 CFM Runout Air:94 CFM Percent of Supply.:6 % Runout Duct Size:6 in.Actual Summer Vent.:36 CFM Runout Air Velocity:478 ft./min.Percent of Supply:6 % Runout Air Velocity:478 ft./min.Actual Winter Infil.:78 CFM Actual Loss:0.143 in.wg./100 ft.Actual Summer Infil.:21 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 9 327.2 0.065 5.7 1,851 0.6 0 204 W -Wall-12F-0bw 46 X 9 392 0.065 5.7 2,217 0.6 0 245 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-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 W -Gls-4a shgc-0.28 0%S (2)12 0.290 25.2 302 30.2 0 362 Subtotals for Structure:15,283 0 5,667 Infil.: Win.: 78.4, Sum.: 20.8 1,728 4.214 7,281 0.179 512 310 Ductwork:1,884 0 AED Excursion:236 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:24,448 2,912 12,030 C:\Users\Slykke\Desktop\18861 Ixonia Ave.rh9 Tuesday, December 22, 2020, 10:46 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 Detailed Room Loads - Room 3 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,620.0 sq.ft.Supply Air:459 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.1 AC/hr Volume:12,960 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:29 CFM Runout Air:92 CFM Percent of Supply.:6 % Runout Duct Size:6 in.Actual Summer Vent.:29 CFM Runout Air Velocity:468 ft./min.Percent of Supply:6 % Runout Air Velocity:468 ft./min.Actual Winter Infil.:65 CFM Actual Loss:0.137 in.wg./100 ft.Actual Summer Infil.:17 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 50 X 8 333.8 0.065 5.7 1,887 0.6 0 208 E -Wall-12F-0bw 39 X 8 312 0.065 5.7 1,764 0.6 0 195 S -Wall-12F-0bw 50 X 8 349 0.065 5.7 1,974 0.6 0 218 W -Wall-12F-0bw 39 X 8 297 0.065 5.7 1,680 0.6 0 185 N -Gls-4a shgc-0.28 100%S (4)60 0.290 25.2 1,512 9.3 0 560 N -Gls-4a shgc-0.28 100%S 6.2 0.290 25.2 158 9.4 0 59 S -Gls-4a shgc-0.28 0%S (3)45 0.290 25.2 1,134 16.8 0 756 S -Gls-4a shgc-0.28 0%S 6 0.290 25.2 151 16.8 0 101 W -Gls-4a shgc-0.28 0%S 15 0.290 25.2 378 30.2 0 453 UP-Ceil-16B-44 1620 X 1 1620 0.022 1.9 3,101 1.1 0 1,746 Floor-20P-30 1 X 139 139 0.035 3.0 423 0.3 0 44 Subtotals for Structure:14,162 0 4,525 Infil.: Win.: 64.6, Sum.: 17.1 1,424 4.213 6,000 0.180 422 256 Ductwork:1,683 0 AED Excursion:192 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:21,845 2,422 9,798 C:\Users\Slykke\Desktop\18861 Ixonia Ave.rh9 Tuesday, December 22, 2020, 10:46 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,481 15,670 227 3-6 483 6,077 1,319 285 285 2 Main Level 1,481 24,448 354 6-6 478 12,030 2,912 564 564 3 Upper Level 1,620 21,845 317 5-6 468 9,798 2,422 459 459 Ventilation 7,707 1,240 2,048 Humidification 5,122 Return Duct 4,774 0 0 System 1 total 4,582 79,565 898 29,145 8,701 1,307 1,307 System 1 Main Trunk Size:12x18 in. Velocity:872 ft./min Loss per 100 ft.:0.103 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.15 77% / 23%29,145 8,701 37,846 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\18861 Ixonia Ave.rh9 Tuesday, December 22, 2020, 10:46 AM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 12/22/2020 Mailing Address of the Dwelling or Dwelling Unit City 18861 Ixonia Ave Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Rim Joist (2nd Floor+)R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 X Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Westinghouse 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 79,565 29,145 37,846 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Not required per mech. code Select Type RENEW AIRE EV-200 (BALANCED)Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 100 High:200 Location of duct or system: Balanced Ventilation capacity in cfms:FLEX MECH ROOM Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " FLEX OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct 01/29/21XKP