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LA204752 - 18003 Headwaters Dr Permit Pack
1" Water Meter18003 RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: FIRST FLOORTOTAL3,074 SF1,481 SF--GARAGEBASEMENTFLOOR AREAFINISHED-758 SF1,481 SFUNFINISHEDSECOND FLOOR1,593 SF-SIDEWALK53 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE730 SF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE9'-6" OFF LANDINGF5'-0"-200 AMP SERVICEGARAGE RIGHTFULL BASEMENT - UNFINISHEDHIGHVIEW RIDGELOT 7, BLOCK 5XXXX HEADWATERS DRIVE2022 FALL PARADE MODELLAKEVILLE, MN 55044ELEVATION A-CNOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER6'-11-3/8"1,363 SF2018 BUILDING CODE2020 ENERGY CODE16'-0"1'-11916"3'-1118"15'-414"3'-1118"9'-18" 4'-51 8"4'-8"1'-11916"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"24x24 FIXED2'-534"24x24 FIXED7'-212"GreatRoomCARPETBEARING WALL 2'-114"2'-114"2'-114"8"3'-6"12"12"3'-214"12"12"1'-1"1'-7"1'-11"1'-5"1'-0"5'-6"1'-0"1'-7"SHEETROCKSHEETROCKTILE1'-11916"1'-11916"GAS FIREPLACENO HEARTHLINE OFLINE OFFIREPLACESHEETROCK4'-8"1'-5"1'-7"6"1'-1"6"2"1'-11"LINE OFCOLUMNSCALE: 3/4" = 1'-0"COLUMN #4 - WOOD BASE -STRAIGHT3'-0"2x6 BLOCKINGLINE OF BOXT.O. RIM1x6 LP TRIM1'-10"2'-0"6x6 TREATED POST5/4 CEDAR DECKING1x6 LP TRIMLP PANELW/ CEDARMILL1'-2"LP BASE WITH STRAIGHTLP COLUMNS3/4" LP TRIM LAYEDFLAT x 5-1/2"1'-4"ALUMINUM SOFFITLP PANEL1x6 LP WRAPW/ CEDARMILL2'-0"12" CONC. PIERT.O. FTG.T.O. WALL6x6 POST2 X 10 DROPPEDHEADER2x8 DECK JOIST1x61x63/8" BEAD VULKEM CAULKINGALL 4 SIDES3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDE& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEELEV. 107'-0"SIDEWALK 53 SFPorchGarage6'-0"8'-9"66FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION8'-4" TALL FOUNDATION WALLSSCALE: 1-1/2" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-11'-8" FLOOR TRUSS 3/4" SUB-FLOOR1-1/2" TOP CHORD8" x 8"DUCT1-1/2" SPRAY FOAM (R-10)1-1/2" BOTTOM CHORDFILL 20" FLOOR TRUSS WITHLOOSE FILL FIBERGLASS INSULATION9" = R-23 6" ROUND PIPE03-16-22A-0COVER SHEETWATKINS 4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701APRIL 11, 20222MAY 18, 20221-1/4"Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode07/28/2022dmathews FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.8'-4"9'-118"1ST FLRSUBFLOORELEV.109'-6 18""T.O. MAINFND. WALLELEV.108'-4"T.O. SLABELEV.100'-4"T.O. FTG.ELEV.100'WALL PLATEELEV.118'-7 1/4"2ND FLRSUBFLOORELEV.119'-7 7/8"8'-118"WALL PLATEELEV.127'-9"18" RAKE END OVERHANG6"X6"X6" BRACKETS - BL24616" TRIM BOARD8" FRIEZE BOARD121012106"X6"X6" BRACKETS - BL246118" RAKE END OVERHANG1'-0"1'-0"12108:126.5:128:124:12BUMPED OUT SHED ROOF1ST FLRSUBFLOORELEV.109'-6 18""GARAGE WALLPLATE8'-5"1'-6"GARAGE SLABELEV.107'-9 18""6" TRIM BOARD8" FRIEZE BOARDSCALE: 1/4" = 1'-0"A-11FRONT ELEVATION - B1'-6"BOARD - HARDIE PLANKBATTEN MUST BE 3" W/ TEXTUREFOR BRACED WALL REQUIREMENTSBOTH GARAGE PIERSUSE 1/2" OSB SHEATHING8'-0"6" HARDIE FREEZE BD.6" HARDIE FRIEZE BD.BOX OUT GABLE 6"6'-2" 5'-9"2'-7"BOX OUT GABLE 6"1'-0"WOOD DECKDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)HARDIE SKIRT BOARDPITCH CHANGEHARDIE LAPSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES2'-0"BOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURE6" WINDOW TRIMHARDIE COLORPLUS03-16-22ELEVATIONSWATKINS A-1TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701APRIL 11, 20222MAY 18, 2022 A-2RIGHT ELEVATION2SCALE: 1/8" = 1'-0"A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"LEFT ELEVATION3A-212MATCH128126.512810:121ST FLOORELEV. 109'-6-1/8"2ND FLRSUBFLOORELEV.119'-7 7/8"9'-11 8"WALL PLATEELEV.118'-7 1/4"1'-6"1'-6"1'-0"T.O. SLABELEV.100'-4"1'-0"1'-0"8:12HARDIELAP1'-6"1'-0"8:1220'-0"26'-0"10:12128SCALE: 1/8" = 1'-0"ROOF PLANA-2411 ROOF VENTS8:1210:128:1210:128:12 10:1210:121'-0"4:12 8:12 MATCH 8:128:12 1'-6"1'-6"6"1'-6"1'-6"1'-0"1'-0"1'-0"1'-6" 1'-6" 1'-6" 1'-6"1'-6"1'-6"6.5:12 10'-0"18" MIN.1'-6"1ST FLOORELEV. 109'-6-1/8"2ND FLRELEV.119'-7 7/8"9'-118"WALL PLATEELEV.118'-7 1/4"8'-0"T.O. SLABELEV.100'-4"HARDIELAPGAS F.P.VENT1'-6"12812810:121'-0"8'-0"8:1238'-0"10:121241'-6"1'-0"EGRESSWINDOWHARDIELAPWATKINS03-16-22ELEVATIONSA-24 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701APRIL 11, 20222MAY 18, 2022Secure door closed until deck isconstructed with a separate permit. 8'-0"18'-0"14'-0"18'-0"8'-0"T.O. 8" CONC.T.O. FTG.EL. 108'-4"EL. 100'-0"FURN.WATERHEATERMechanicalRoom4" CONC. SLAB294 SFFLR.DRN.SUMP2 8 "30"FutureBath45 SF (FLOOR)BEARING WALLBEARING WALLT.O. 6" CURBEL. 108'-4"T.O. FOOTINGELEV. 100'-0"T.O. 8" WALL108'-4"T.O. 6" CURBEL. 108'-4"Unexcavated4" CONC. SLABFutureFamily RoomFutureBedroom #530'-0"20'-0"6'-0" 5' BI-FOLD 24"LINEN 46'-0" 26'-0" 8" 20'-0" 54'-0" 15'-11"7'-9"14'-4"HVAC SOFFITBASEMENT PLAN - ELEV. A-CA-31SCALE: 1/4" = 1'-0"UP 15R@ 7-11/32"26'-0"8"2"1A-615'-1014"7'-8" 12'-63 4"11'-9"2'-113 4"10'-614"4'-614"3'-101 2"3'-101 2"HVACCHASEABOVE4'-2"SLOPE SLAB FOR DRAINAGE VARIEST.O. SLABT.O. 8" WALLEL. 107'-8"T.O. 6" CURBEL. 108'-4"EL. 108'-4"T.O. 8" WALLEL. 104'-4"T.O. FTG.EL. 107'-8"T.O. 6" CURB2'-0"1'-412"16'-3" M.O.1'-412"1'-412"8'-3" M.O.1'-412"T.O. 2" LEDGEEL. 107'-8"EL. 104'-4"T.O. FTG.19'-0"11'-0"2'-6"1'-51 2" 5'-113 4" 5'-0"(2) 9-1/2 LSL48" VAN.2'-0"VOID3'-814"10'-614"4'-91 2"DROPPED6'-0"2A-750'-0"14'-4"UnfinishedStairs38'-0"9'-614"2x8 PORCH LEDGERP.T. 2x8 DECK JOISTS @ 16" O.C. F TG S . T Y P . 2 4 " x 2 4 "LINE OF PORCH ABOVE9'-4"9'-8"2'-0"2'-0"12" CONC. PIERS(3) 2x101'-0"5'-0"EL. 100'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALL15'-1014"8'-0" (2) 2x10 2'-6" 60x42 SLIDER 2'-03 4" 9'-6"D4'-0"32"28"(3) 2x1066-1/2" M.O.3x5 PSL (1) 1-3/4" x 11-7/8" LSL 6" CURB ON TOP OFFOOTINGS AT INTERIORBEARING WALLS (TYPICAL)TOP OF CURB FLUSH WITHTOP OF BASEMENT SLABHOSEBIBHOSEBIB6'-10"(2) 1-3/4" x 11-7/8" LSL4'-6"HALF WALL1A-7BACKWATERVALVE 8'-4" TALL TYP. MAIN FOUNDATION WALLDROPPED(3) 1-3/4" x 11-7/8" LVL30x30x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOM6" WIDE x 12-1/2" TALLBEAM POCKETBEAM POCKET4" WIDE x 12 1/2" TALL8"x20" CONCRETEFOOTING - TYPICAL4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED ALLOW FOR SEWER24" VOID TO5,000 LB. FOOTINGSTRENGTH MIX2" BRICK LEDGEEL. 107'-8"36"x36"x12" FTG. PADSHOULD BE THEPORCH FOOTINGSSAME HEIGHT AS THEHOUSE FOOTINGSIF SOIL IS UNDISTURBEDMAKE FOOTINGS 42" DEEPSCDS11-7/8" LSL JOISTS - SEE EWP PLAN FOR SPACING 11-7/8" LSL JOISTS - SEE EWP PLAN FOR SPACING 11-7/8" LSL JOISTS - SEE EWP PLAN FOR SPACINGEL. 108'-4"T.O. 6" CURBEL. 108'-4"T.O. 6" CURBFINISHED ROOM SIZESBEDROOM #5MECHANICALBATHSTAIRSTOTAL217 SF294 SF88 SF83 SF1,481 SFFAMILY ROOM799 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"UFER GROUNDING RODONE GROUNDING ROD MUST BEPROVIDED. VERIFY SIDE OFGARAGE SIDE: PLACE ROD 4'-0"BACK FROM FRONT CORNER.HOUSE SIDE: PLACE ROD 6'-0"ELECTRICAL SERVICE.BACK FROM FRONT CORNER.BASEMENT PLANA-303-16-22TWO STORY 4 BEDROOM WATKINS LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701APRIL 11, 20222MAY 18, 2022UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 2'-9316"10'-978"(2) 30"x66" MULLED48x78 FIXEDDN 15R UP 16R Garage UPPER LEVEL WALL LINE Great Room WOOD Dining Room WOOD Foyer WOOD 20 MINUTE FIRE RATED DOOR RO0F TRUSSES @ 24" O.C.MONO TRUSSES@ 24" O.C.30'-0"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" 5'-2"20'-0"2'-6"26'-0"5'-8"FACE OF FRAMING 5'-93 4"7'-01 2"5'-43 4"11'-3" 16'-0" 2 A7 NEWEL POST BEARING WALL 10'-6" 2'-0"3'-8"7'-8" SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN A-4 1 HVAC20'-6" 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"8'-0"54'-0"2'-0"36"5'-218"GAS FIREPLACE1'-5"6'-0"4'-978"(2) 2x10 36x66 36x66 2-2x6E 2-2x636x66 (2) 1-3/4x 9-1/2" LSL DROPPED 11'-13 4" (2) 2x10 (3) 1-3/4" x 14" LVL FLUSH OPENING32" SHEETROCK(2) 2x10 B B B A B R & S4'-3"B WINDOW SILLS MORE THAN 6'-0" ABOVE FINISHED GRADE (SURFACE BELOW) OR LESS THAN 36" FROM FINISHED FLOOR SHALL REQUIRE A WINDOW OPENING CONTROL DEVICE.24x24 FIXED24x24" FIXED(2) 2x10RAILING TO LANDING 4 - 2 x 6 4-2x650'-0"6'-0"6'-0"5'-9" 2 A7 6 6 Porch WOOD 9'-4"9'-8" 1'-0"5'-0"6'-0"5'-0"(2) 1-3/4"x7-1/4" LSL 66 (2) 1-3/4"x7-1/4" LSL 8'-11 2" Kitchen WOOD 2'-3"4'-0"60x24 FIX.ANDERSEN OPENING36" SHEETROCK(+96")(+96")32"Stairs 5'-43 4"2'-0"2'-0" (+96") 63" DRYWALL OPENING23'-7"9" 50'-0" 360 SERIES 11-7/8" @ 16" O.C.2'-3"9'-634"2'-614"4'-3"B 60x24 FIX.13'-6" 7'-41 4" (2)36x60 MULLED 2'-0" 9'-41 4"16'-0"1'-0"2'-0"(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10 6x6 GLU3'-9"3'-9"3'-0"9'-10" 12'-101 4"5'-13 4"11'-10"16'-0"REF. 2'-9"4'-1038"TEMP.PORTAL FRAME 4'-0"DW24"x 96" ISLAND TOP SIZE 99"x48"OVERHANG - 2 LEGS8'-0"4'-0"8'-3"Flex Room CARPET Bath VINYL 23 SF FLR. Hall WOOD Hall WOOD Pantry WOOD Mud Room VINYL W.I.C. VINYL BENCH ROD & SHELF 4' BI-FOLD R & S ISPD 2968 5'-5"4'-01 2"5'-93 4"3'-0"2'-3"6'-312"4'-112"5'-4"48x34FAN 9'-101 4" DROP ZONE Study CARPET 7'-358"7'-358"(3) 14" LVL (3) 20" LVL6x6 GLU4-2x630" 30"4'-758"10'-0"2'-41516"6'-3"LET BEAM INTO WALL HVAC CHASE 1 A-6 1 A-7 10'-41 2" 4'-61 4" (1) 11-7/8" LSL 10'-6" (2) 9-1/2" LSL 30x66 SH 2 - 2 x 6 2-2x6B 54x66 FIX 30x66 SH 4'-3"28"28"30"28"11-7/8" TJI JOISTSSEE EWP PLAN8'-2"32"7'-01 2" 8'x8' O.H. DOOR (2) 9-1/2" LSL START SLAB AT TOP OF WALL AT BACK OFOF WALL AT BACK OF GARAGEOPENING36" SHEETROCK(+96")BOTTOM OF GARAGE DOOR SHOULD BE SET 4" DOWN FROM TOP OF POURED WALL 1/2" SHEATHING - EXT. TYPICAL GARAGE WALL 2x6 STUD WALLS @ 16" O.C. W/ 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. START SLAB AT TOP OF WALL AT BACK OF GARAGE PANELACCESSATTIC22x30S SCD S GARAGE PLATE 8-1/8" LOWER THAN HOUSE PLATE. 5/8" TYPE "X" GYP. BD ON ALL WALLS ADJACENT TO THE HOUSE EXTENDING TO 2ND FLOOR PLATE 11-7/8" TJI JOISTS - SEEEWP PLAN FOR SPACINGNO I-JOIST ABOVE2x4 WALL4'-71 4"4'-9"SEE TRUSS PLAN20" FLR TRUSSWALL OVEN COMBO RECYCLE CENTER GAS COOKTOPW/ VENT HOOD3'-0"FIB. BASE26" VANITY2'-4"(2) 9-1/2" LSL (1) 11-7/8" LSLGIRDER TRUSS3-2x64-2x6 4-2x6 2x4 INTERIOR WALLS 2x6 INTERIOR WALLS SHEATHING - INSULATED CONCRETE WALLS BRICK / BRICK LEDGE 2x6 EXTERIOR WALL WITH 1/2" FUTURE FINISH WALL LEGEND MIN. TREAD 10" STAIR REQUIREMENTS MAX. RISE 7-3/4" 10"734"MIN. NOSING 3/4" MAX. NOSING 1-1/4" 1-1/4" FINISHED ROOM SIZES STUDY - CARPET GREAT ROOM - WOOD 144 SF 246 SF STAIRS - CARPET 86 SF KITCHEN/DINE/FOYER - WOOD 552 SF MUD ROOM & W.I.C. - VINYL 78 SF FLEX ROOM - CARPET 130 SF 3/4 BATH - VINYL 38 SF HALL - WOOD 20 SF PANTRY/HALL - WOOD 50 SF HEADER HEIGHT SCHEDULE A B C 6'-11-1/4" 8'-0" 7'-6" D 6'-11-3/8" E 9'-6" OFF LANDING F 5'-0"WATKINS03-16-22 FIRST FLOOR PLAN A-44 BEDROOMTWO STORYLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC6276701 APRIL 11, 2022 2 MAY 18, 2022 5 PFHPFH 5 5 3.25 5 5.5 4.5 7 7 5 5 BWPs Above 2.5 2.25 2.25 Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. SECOND FLOOR PLAN1SCALE: 1/4" = 1'-0"A-5DN 16R36x60 TEMP.48"x48"FIXED(2) 36"x60" SHLOWER LEVELWALL LINELOWER LEVELWALL LINERO0F TRUSSES @ 24" O.C.MasterBedroomCarpetMasterBathLVT78 SF (FLR)W.I.C.CARPETBedroom #2CARPETBedroom #3CARPETBedroom #4CARPETHallwayCARPETR & SR & S42"HIGH WALL W/W/WOOD CAPRO0F TRUSSES @ 24" O.C.30"30"28"16'-0"7'-7"11'-11" 14'-5" 38'-0"8'-0"16'-0"10'-3"CENTERED ON RIDGE ABOVE10'-3"5'-812"5'-812"6'-11"4'-0"4'-0"1'-0" 26'-0" 16'-0"2'-6"2'-0"2A73'-91 2"3'-91 2"10'-614"5'-6"4'-334"20'-6"7'-7"2'-0"SAME HEIGHT AS PLATE (8'-1-1/8")(+8") STEP UP CEILING8'-9-1/8")2'-0"72"x36"SLIDE IN TUB6'-312"(2) 2X10(3) 2X10(2) 2X10(2) 2X10(2) 2X103'-9"50'-0"36x60 TEMP.36x60 4'-612"4'-612"11'-934"2'-11"2'-7"13'-6"AAAAA36x60(2) 2X10WINDOW SILLS MORE THAN 6'-0" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.TEMP.30"28"W.I.C.CarpetR & S5'-0" BI-FOLD7'-6"12'-434"20'-0" 12'-21 4"5'-33 4" 2'-2" 13'-10"7'-4"8'-11 4"7'-103 4"4'-234"11'-8"10'-414"4'-514"A36x60 (2) 2X10 AR & S5'-0" BI-FOLD8'-0"2'-6"30'-0"4'-614"5'-312"3'-73 4" 5'-21 2"60"x34"30"3'-334"28"28"5'-111 2"7'-31 2"GIRDER TRUSS(4) 2x6(4) 2x670" VANITYFAN28"5'-2" 7'-111 2"4'-6"5'-312"LINEN28"LAUNDRYLVT68 SF (FLR)WD28"LINEN48x34Junior SuiteBathVINYL38 SF (FLR)3'-312"6'-73 4" R & SLINE OFFLR. BELOWJack&JillVINYL81 SF (FLR)2'-11 2"CD2 8 " 2'-6"60"x32"3'-312"3'-534"4'-312"2'-6"CDPANELACCESSATTIC22x3032"28"5'-101 4"71 2"(2) 36x60 MULLED(2) 9-1/2" LSLA11'-034"9'-314"1A-61A-76'-53 4"SSSSSS96" VANITY2'-13 4"56" VANITY28"FIB. BASE8'-0" C.T. WALLSONE LAYER OF TILE AT TUB SURROUND2'-4"FIB. BASE26"LINEN3'-13 4"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"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"FINISHED ROOM SIZESMASTER BEDROOM - CARPETLAUNDRY - VINYLMASTER BATH - VINYL230 SF52 SF114 SFHALLWAY & LINEN - CARPET148 SFBEDROOM # 2 - CARPET163 SFBEDROOM # 4 - CARPET209 SFBEDROOM # 3 - CARPET181 SFBATH - VINYL79 SFMASTER W.I.C. - CARPET79 SFTHE TOTALS FOR FLOORING ARE ON FLOOR PLANLOFT - CARPET130 SFWATKINS03-16-22SECOND FLOORA-54 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701APRIL 11, 20222MAY 18, 2022-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).6Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.552.52.52.52.55562.5 SCALE: 1/4" = 1'-0"BUILDING SECTION - ELEV. A-CA-618" x 20" CONC. FTG'S4" CONCRETE SLABTYPICAL11-7/8" LSL JOISTS @ 16" O.C.8'-4" 7'-5"T.O. 4" CURBELEV. 108'-4"BOTTOM OF ALL FOOTINGS TO BE 42" MINIMUMBELOW FINISH GRADE RESTING ON UNDISTURBED SOIL12101ST FLRSUBFLOORELEV.109'-6 18""8'-5"1'-0"1'-0"8'-21 8" 9'-21 8" 4'-338" 10'-13 4"8'-11 8"TYPICAL STAIR CONSTRUCTION NOTES:* 6'-10" MINIMUM HEADROOM* (3) 11-7/8" STAIR STRINGERS W/* 11" TREADS* PROVIDE 36" HIGH HANDRAILS & GUARD RAILS PER CODE.~ MINIMUM TREAD DEPTH 10" - MAX RISE 7-3/4"MINIMUM NOSING 34" MAX. NOSING 1-1/4"7'-1058"StairsStairs2x82x85'-07 8"20" FLOOR TRUSSESHVAC SOFFITBEYOND7'-11 4"BEDROOM # 3LOFTFoyerGarage4" 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'-07 8"DROP GARAGE WALL 8-1/8"81 8"5,000 LB. FOOTINGSTRENGTH MIX8'-4"9'-6"1'-6"113 4"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"WATKINS03-16-22SECTIONA-64 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701APRIL 11, 20222MAY 18, 2022 BUILDING SECTION1A-7SCALE: 3/8" = 1'-0"8'-11 8"4" CONCRETE SLAB8" x 20" CONC. FTG'SPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL8'-51 2"ELEV. 100'-0"TOP OF FOOTINGELEV. 118'-7-1/4"ELEV. 119'-7-7/8"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 108'-4"ELEV. 109'-6-1/8"1ST FLOOR9'-11 8"117 8" 3 4" 3 4" 117 8"ELEV. 127'-9"2ND FLOOR CLG.BOISE RIM BOARD1-1/8" OSB RIM BOARDWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BOISE RIM BOARD1-1/8" OSB RIM BOARD2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 11-7/8" TJI JOISTS @ 16" O.C.BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-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.MIN. 6" ENERGY HEALSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONR-20 SPRAY FOAM @ RIMR-20 SPRAY FOAM @ RIM(R-20)(R-20)5,000 LB. FOOTINGSTRENGTH MIX2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY3/4" OSB FLOOR SHEATHINGGLUED AND NAILED3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDINGRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISESHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVES8'-4" WALLS - (1) 2x6 TOP PLATE FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.11-7/8" TJI JOISTS(FINISHED BASEMENT)11-7/8" LSL JOISTS(UNFINISHED BASEMENT)3) APPLY ABOVE GRADEFOUNDATION COATINGSCALE: 1/4" = 1'-0"PORCH SECTIONSCALE: 1/4" = 1'-0"PORCH SECTIONA-721'-6"8'-4" MATCH GARAGE PLATE HEIGHT WITH TOP OF PORCH BEAM 5'-0"COLUMN BEYONDSEE ELEVATIONSAND FLOOR PLAN1242'-3"VERIFY: FASCIA TOPLANE OUT WITHGARAGE FASCIA8'-118"FoyerCOVEREDPORCHMECH.ROOMBEDROOM #2TRUSSES @ 24" O.C.PRE-ENGINEERED ROOF6'-0"4 7 16"1'-6"WATKINS03-16-22SECTIONA-74 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. 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9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 %105647%62146#.(4#/'#55*190+05 Ä(6 Ä(6 $4#%'&9#...+0' $4#%'& 9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'& 9#...+0' $4#%'& 9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 %105647%62146#.(4#/'#55*190+05 Ä(6 Ä(6 Ä(6 Ä(6 6*'4'37+4'/'0655*190&+4'%6.;#$18'#22.;61'.'8#6+10&(41066*'4'37+4'/'0655*190&+4'%6.;#$18'#22.;61'.'8#6+10&(4106 Ä(6 Ä(6 Ä(6 Ä(6 Products PlotID Length Product Plies Net Qty TJI Blocking 5' 11 1/8" 11 7/8" TJI 210 joist 1 1 M1 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 1 M2-3 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 TS1 38' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS2 28' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9 TS3 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 19 TS4 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14 TS5 10' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS7-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS6 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 BM1 1' 0" 5 1/2" x 11 7/8" CS Block 1 1 Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 3 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd1-2 6' 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 LUS210 8- 10dx1.5 - 4- 10d No CS CS CS CS CS CS CS CSCSCS CS CS TSHd1-2 TS7-2 TS2TS2TS2RimRimRimRimRimRimRim Rim Rim Rim Rim RimTS2TS3TS3TS3TJI Blocking M2-3 M1Solid Blocking 3x5 PSL TS31' 4" Solid Blocking TS6 3-2x10 Trtd.3-2x10 Trtd. 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 Solid Blocking H1 BBOHd1-210" 1' 0" 10"TS51' 4" TS4 16" O.C. TS4 16" O.C. TS1 16" O.C. TS2 16" O.C. TS3 16" O.C. H2 2 Trimmers 6x6 Glulam 6x6 Glulam Customer:Job Name:Address/Lot:Youngfield Homes2022 Fall Parade Modelxxxx Headwaters DriveCity, State:Lakeville, MNPlan/Model #:Watkins BJob Number:25436Lyman 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:3/31/22Revised 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 Lines Rim 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- 10dx1.5 - 2- 10dx1.5 No H2 1 Simpson IUS2.37/11.88 10- 10dx1.5 - 2- Strong-Grip No H3 1 Simpson HHGU5.50-SDS H=13.938 44- SDS25212 - 28- SDS25212 No H5 13 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty F20' 20' 0" 11 7/8" TJI 210 joist 1 23 F16' 16' 0" 11 7/8" TJI 210 joist 1 14 R38' 38' 0" 11 7/8" TJI 360 joist 1 7 M1-3 26' 0" 1 3/4" x 20" 2.0E Microllam LVL 3 3 M2-3 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 6 M3 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 1 TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS3-2 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 11 Solid Blocking 1' 0" 3 1/2" x 11 7/8" CS Block 1 2 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd3-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 BBOHd1-2 10' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd2-2 6' 0" 2 x 10 SPF No.1/No.2 2 6 BBOHd2-2 5' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 6 BBOHd3-2 3' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 16" o/c CSCS TS2 M3TS1-2 TS3-2RimRim Rim Rim RimRim RimRimM2-3 RimRimRim TSHd3-2 BBOHd3-2 BBOHd3-2 BBOHd3-2BBOHd3-2BBOHd2-2BBOHd2-2 M1-3M2-3 1' 4" Girder Truss 11,424# TSHd3-2BBOHd2-2BBOHd2-2TSHd1-2 BBOHd1-2 BBOHd3-2 Solid BlockingSolid Blocking Girder TrussTSHd2-2H2H1 1' 5"1' 3" H3 F16' 16" O.C. F16' 16" O.C. R38' 16" O.C. F20' 16" O.C. H5 H5 ← Floor Trusses →360 Series TJIs in this area 4-2x6 4-2x64-2x6 3-2x6 4-2x64-2x6 6x6 Glulam 6x6 Glulam Customer:Job Name:Address/Lot:Youngfield Homes2022 Fall Parade Modelxxxx Headwaters DriveCity, State:Lakeville, MNPlan/Model #:Watkins BJob Number:25436Lyman 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:3/31/22Revised 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 Lines Rim 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 BBOHd1-3 7' 0" 2 x 10 SPF No.1/No.2 3 6 BBOHd2-2 5' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 10 BBOHd2-2 BBOHd3-2 BBOHd3-2BBOHd1-3 Girder Truss BBOHd1-3 BBOHd3-2 BBOHd3-2 BBOHd3-2 2 Trimmers 4-2x64-2x6 Customer:Job Name:Address/Lot:Youngfield Homes2022 Fall Parade Modelxxxx Headwaters DriveCity, State:Lakeville, MNPlan/Model #:Watkins BJob Number:25436Lyman 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:3/31/22Revised 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 Lines Rim 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 North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 - 3 4" 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 North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 AND FROST 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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 1 1 BDETAIL 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 APPLY ELEVATION 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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 154 1.001 January 1, 2021 S4 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 ANCHOR BOLTS (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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPOXY GROUTED 3'-0"1'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 156 1.001 January 1, 2021 S6 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 158 1.001 January 1, 2021 S8 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 23 4" 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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 1 2"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 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 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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWN ORSHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1512 1.001 January 1, 2021 S12 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10'-0" MAX3'-8" MAX2'-6" MIN OPENING1'-6" MIN3'-0" EACH WAY MIN 112" TYPSLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1514 1.001 January 1, 2021 S14 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 XXXX Headwaters Drive, Lakeville HVAC Load Calculations for Country Joe Homes 22260 Dodd Blvd Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Monday, March 21, 2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating XXXX Headwaters Drive, Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:XXXX Headwaters Drive, Lakeville Designed By:Jake Ryan Project Date:3/21/2022 Project Comment:Watkins Client Name:Country Joe Homes Client Address:22260 Dodd Blvd Client City:Lakeville, MN 55044 Client Phone:(952) 469-4066 Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, MN 55120 Company Phone:651-900-7053 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces East Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%72 42 Check Figures Total Building Supply CFM:1,533 CFM Per Square ft.:0.336 Square ft. of Room Area:4,555 Square ft. Per Ton:1,313 Volume (ft³):39,402 Building Loads Total Heating Required Including Ventilation Air:59,874 Btuh 59.874 MBH Total Sensible Gain:33,825 Btuh 81 % Total Latent Gain:7,810 Btuh 19 % Total Cooling Required Including Ventilation Air:41,635 Btuh 3.47 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\XXXX Headwaters Dr., Lakeville - Heat Calc.rh9 Monday, March 21, 2022, 11:55 AM Passive (No Fan ) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014