Loading...
HomeMy WebLinkAboutLA187908 - 19012 Inndale Dr 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 FIRST FLOORTOTAL3,335 SF1,987 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,348 SF758 SF639 SFUNFINISHED200 AMP SERVICEFULL BASEMENTGARAGE LEFTSIDEWALK114 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,838 SF736 SFPRESERVE OF LAKEVILLELOT 3, BLOCK 619012 INNDALE DRIVEBRAD & JENNIFER SALMONSCREENED PORCH224 SF-2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, 55044ENERGY CODE2015 MN BUILDING &OPTIONAL FLOOR PLAN HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"E10'-0" F5'-0"G9'-6"NOTED 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 SUPPLIERFRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSCOUNTRY JOE SERIESEXTERIOR FOUNDATION INSULATION8'-4" TALL FOUNDATION WALLSGARAGE DROPPED 8" (1 RISER) FRONT & LEFT WALLSGAS FIREPLACE6'-312"5'-314"5'-314"1'-434"1'-434"3'-6"3'-214"6'-312"STONELINE OFFIREPLACERETURNS6'-118"5'-0"5'-0"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"1'-5"1'-5"STONELINE OF MANTLE11'-118"8'-5"CL8'-5"CL34"FIREBOX SHOULEBE 3/4" OFF FLOORBOLT W/ (1) NUT &1" Ø x 8" ANCHORWASHER @ 60" O.C.OR SIMPSON MAB6 @48" O.C. OR APP'D EQ.6"WALLGALV. ROLLED FLASHING4" CONC. SLAB8"6"2"262x6 STUD WALL W/BATT INSUL.HIGH DENSITY F.G.1/2" SHEATHING4 MIL. POLY V.B.1/2" GYP. BD OVER26614"EL. 108'-4"T.O. 8" CONC.1ST FLOOREL. 110'-0-1/4"1ST FLOOREL. 107'-8"T.O. 8" CONC.1'-6" 6"SCALE: 3/4" = 1'-0"COLUMN #10 - CONCRETE PORCH1'-4"LINE OF STONELINE OF BOX3'-0"6" CONC. WALLCONCRETE PORCH2x6 BLOCKING1x6 LP TRIM2'-0"LP PANEL1x6 LP WRAP6x6 TREATED POSTW/ CEDARMILL1'-2"1'-4"TREATEDT.O. CONC.T.O. FTG.3"3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDET.O. WALL107'-8"GarageConcretePorchStudy16'-0"11'-0"7'-6"12'-0"4'-6"2'-0"SIDEWALK 114 SF4'-0"2 RECESSED STEPS6'-0" 9'-0" 12'-0"A-07-23-20COVER SHEETROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZDave.Zweber@DavidCharlezDesigns.com ORIGINAL DESIGN WORK BY: OPT. SQUARE FOOTAGE 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204SECTION @ PORCH STOOPSCALE: 1-1/2" = 1'-0"A-01JANUARY 6, 20215JANUARY 12, 20216Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/20/2021dmathews FRONT ELEVATION "B"SCALE: 1/4" = 1'-0"1A-1TOP OF FTGEL.100'-0"121012101210TOP OF 8" CONC.EL.108'-4"1ST FLOOREL.110'-0 1/4"TOP OF PLATEEL.119'-9 3/8"1'-6"1'-6"5-1/2" TRIM BOARDS8'-0"1'-6"1'-6"128BOARD & BATTENHARDIE LAPSTONEFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.EL.103'-8"TOP OF FTG.6" FRIEZE BOARD12" RAKE AT GABLES18" AT EYEBROWS8"27'-7"8"1'-6"8"12"9'-0" TALL FOUNDATIONS WALLSRECESSED STEPSHARDIE LAP 4" EXPOSURERETURN2'-0" STONERETURN2'-0" STONERETURN2'-0" STONERETURN2'-0" STONESHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURERETURN2'-0" STONECONCRETE PORCH10" TRIM BOARDHARDIE LAP5'-8"ADDRESSWINDOWSWINDOWSCUT BLOCKSHARDIE ON ALL 4 SIDES5'-112"GARAGE DROPPED 8"FRONT & LEFT WALL ONLY1'-6"BOARD & BATTEN6" FRIEZE BOARD7"3"11"8"2'-0"8"8"8"7-1/4"12101'-6"RECESSED STEPS3"CONCRETE PORCHA-1B7-23-20FRONT ELEVATIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204JANUARY 6, 20215JANUARY 12, 20216 1210128TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.108'-4"1ST FLOOREL.110'-0-1/4"1'-6"1'-6"1'-6"1'-6"1'-6"1'-6"10:123'-0"EL.103'-8"TOP OF FTG.4x4 POST3'-0"MAINTAIN A MIN. CL. OF 6" FROMGRADE TO B.O. SIDING, TYP.LEFT ELEVATIONSCALE: 1/8" = 1'-0"2A-2RIGHT ELEVATIONSCALE: 1/8" = 1'-0"3A-210:128:12 10:1210:1210:1210:12TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.107'-8"1ST FLOOREL.110'-0 1/4"TOP OF PLATEEL.119'-1 3/8"TOP OF PLATEEL.119'-1-3/8"ROOF PLANSCALE: 1/8" = 1'-0"4A-2ROOFVENTS6'-0"EXTEND GARAGE WALLTO BOTTOM OF ENTRYSOFFITTOP OF FTGEL.100'-0"MAINTAIN A MIN. CL. OF6" FROM GRADE TO B.O.SIDING, TYP.14 ROOF VENTS10:128:1212810:12HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESOVERHANG IN THIS AREARAISE HEEL HEIGHT & EXTEND16'-0"EGRESSWINDOWPIT3'-4"32" SCREEN DOOR4'-0"4'-0"GARAGE DROPPED 8"FRONT & LEFT WALL ONLYA-27-23-20ELEVATIONSROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZELEVATION "B" 9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204JANUARY 6, 20215JANUARY 12, 20216 T.O. 6" CURBT.O. 8" WALLT.O. 8" WALLT.O. FTG.EL. 100'-0"EL. 108'-4"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDFinishedStairsCARPETNO LEDGE4'-114"3"UPFinishedBedroom #2CARPETOUTLETFURN.WATERHEATERSOFTENERFinishedFamily RoomCARPET16'-0"18'-0"16'-0"(2) 2x1036"30" 2'-0"MechicalRoom4" CONC. SLAB488 SF16'-0"12'-0" 10'-0"6'-0" 54'-0"15'-0"11'-0"8'-6"29'-6"64'-0"USE (1) 2x6 TOP8'-4" WALLST.O. 8" WALLEL. 108'-4"T.O. FTG.EL. 100'-0"16'-0"T.O. SLABUnexcavated4" CONC. SLABVARIESSLOPE SLAB FOR DRAINAGE24'-0"11'-0"19'-0"10'-0" SEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C.8'-4" TALL FOUNDATION WALL2A-714'-0"64'-0"46'-0"5'-8"1'-0"7'-10"1A-6T.O. 8" WALLEL. 108'-4"T.O. FTG.EL. 100'-0"T.O. 8" WALLEL. 108'-4"T.O. FTG.EL. 100'-0"EL. 100'-0"T.O. FTG.T.O. FTG.EL. 100'-0"Unexcav.2" BRICK LEDGE FORCONCRETE STOOP @ 107'-0"6'-0"1A-02x12 JOISTS @ 16" O.C.827 SFSS8'-0"60x42 SLIDEREL. 104'-4"SUMPT.O. SLABEL. 100'-4"2'-0"EL. 103'-8"T.O. FTG.EL. 107'-0"T.O. 8" WALL1'-412"16'-3" M.O,1'-412"1'-412"8'-3" M.O.1'-412"EL. 107'-8"T.O. 6" CURBDRAINFLOOREL. 103'-8"T.O. FTG.EL. 107'-8"T.O. 4" CURBEL. 107'-8"EL. 107-8T.O. FTG.EL. 108'-4"T.O. 6" CURBROOM SIZESBEDROOM #2MECHANICALHALLWAYSTAIRREC ROOMBATH #1TOTAL258 SF488 SF60 SF101 SF77 SF1,987 SF14'-0"2'-0" 4'-0" 12'-0" 15'-103 4"67'-11516"48'-5"38'-1171 6 "(2) 2x10-FLUSH24" FOOTING15'-9"6'-1012"1'-4"VOID6'-3" ALLOW FOR SEWER16" VOID TO6'-1012"18" FOOTINGFLOOR TRUSS TO BE FIRESTOPPED - 5/8" SHEETROCKONE SIDE OF FLOOR TRUSS(1000 SF MAX.)8'-512"(2)1-3/4x9-1/2 LSL11'-103 4" 8"ELEV. 107'-0"5'-912"10"4'-414"10'-0" 11'-1034" 21'-111 8" 28'-0"PLATE4'-0" FULL BSMTDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DUSE (1) 2x6 TOP PLATE8'-4" WALLS30"4'-41 2"S4 9 ' - 1 0 3 8"28"Fin.BathC.T.44 SF (FLR)2'-6"15'-23 4"7'-114"1'-10"3'-9"ROD & SHELFLINEN 6'-1114"FinishHallCARPET28"4'-512"LINEN18"2'-512"3'-734"12" 2'-6"14'-6"8"2" BRICK LEDGE ALLOW FOR SEWER2'-0"VOID24" VOID TOSCD1'-9"(3) 2x1018"6'-11-3/8"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDHOSEBIBHOSEBIB60x42 SLIDER D20'-11 4" 2'-0"1A-5UnfinishedStorage4" CONC. SLAB176 SF4'-0"UNFIN. STORAGE3'-412"32"10'-8"4' BI-FOLD8"x20" CONCRETEFOOTINGS - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX.8"x20" CONCRETEFOOTINGS - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX.WALLINSTALLTUB19'-6"7'-9"PIER36 TR3 SIDEDFIREPLACE*SEE FIREPLACE4'-412"(4) 11-7/8" LVLFLUSH - SET ON TOP 4'-0" FULL BSMT 3'-111 2"7'-31 4"2'-6" 1'-0" 5'-41 2"T.O. 8" WALLEL. 103'-6"T.O. FTG.EL. 100'-0"36'-0" LOOKOUT 1'-0"1'-2"GARAGE DROPPED 8"FRONT & LEFT WALL ONLYT.O. 6" CURBEL. 107-8EL. 107'-8"T.O. 6" CURB66-1/2" M.O.DETAILS(3) 2x10CAST IRON TUBW/ C.T. WALLS - 8'60x32CONCRETE WALLMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"A-37-23-20BASEMENT PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204JANUARY 6, 20215WINDOW & DOOR TRIMALLOW FOR LARGERJANUARY 12, 20216Interior BWP AboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. GreatRoomWOOD11'-1-1/8"MASTERBedroomCARPET9'-1 1/8"MasterBathC.T.114 SF (FLR)W.I.C.CARPET9'-1 1/8"LaundryVINYL9'-1 1/8"KitchenWOOD9'-1 1/8"DiningWOOD9'-1 1/8"CoveredDeckTREXBATHC.T.36 SF (FLR)ConcretePorchGarage4" CONC. SLABEntryWOOD11'-1 1/8"8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL2-2x42-2x416'x8' O.H. DOOR(2) 1-3/4"x11 7/8" LSLSLOPE SLAB 2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILTYPICAL GARAGE WALL2x4 STUD WALLS @ 16" O.C. W/INSIDE AND 1/2" SHEATHING - EXT.POLY VAPOR BARRIER & 1/2" GYP. BD.1/2" SHEATHING - EXT.TYPICAL EXT. WALL1'-6"16'-0"1'-6"8'-0"11'-0"19'-0"30'-0"8'-0"8'-0"9'-0"9'-0"8'-0"8'-0"(2) 24x24 MULLED- FIX. (2) 2X10 24x36 SH(2) 2X10 (2) 30x60 MULLED42"2'-10"16'-0"36'-0"54'-0"14'-0"16'-0"18'-0"16'-0"50'-0"30" 30" 2 8 "(2) 24x24 FIX MULLED2'-0" 12'-314"8'-10"8'-6"5'-6"5'-6"11'-0"19'-6"64'-0"7'-5" DR. S.C.32" MTL.StudyCARPET11'-1 1/8"2-2x42-2x4 44'-0" 46'-0"S2'-0"12'-21 2" 6'-312"5'-5" 4'-11 2"6'-8" 3'-1112"1'-5"4'-834"3'-8"(2) 30x66 MULLED(3)24X24 MULLED1A-5ROD & SHELVES CEILING HEIGHT1'-6"4'-3"4'-3"4'-612" ROOF TRUSSES @ 24" O.C.5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE2-2X108'-534" (2) 2x10 @ 11'-1-1/8"1A-51A-61A-81A-7(2) 30x24 MULLED2A-748X96 FIX(2) 9-1/2" LSL2-2x62'-0"1'-6"12" TRANSOM@ 24" O.C.PRE-ENGINEERED TRUSSESBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGEA-41FIRST FLOOR PLAN SCALE: 1/4" = 1'-0"48x60 FIX36x60 S.H.36x60 S.H.2-2x614'-0"5'-414"29'-6"2'-0" 4'-0"4'-3"2'-10"ROD & SHELF36" SHEETROCKOPENING 10'-8"MudRoomWOOD9'-1 1/8"PantryWOODBENCHSAME HEIGHT AS PLATE (9'-1-1/8")(+8") STEP UP CEILING9'-9-1/8")2'-0"HATCHED AREASARE AT 11'-1-1/8"CEILING HEIGHT9'-0" 2-2x6(2) 2x1015'-0"2'-0"1'-914" 1'-2" 2'-2"10'-0"6'-0"10'-0" 10'-0" 7'-2"8'-10"5'-8"(2) 2x8 WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"3" REVEAL6'-8"PANELACCESSATTIC22x3032"EAGEHAC28"W.I.C.WOOD9'-1 1/8"8'-1114"5'-034"48x34 FIB. BASEROD & SHELVES2'-8" 6'-312" 11'-914"9'-1-1/8"4'-4"5'-634"2'-6" 3'-13 4"4'-312"(2) 9-1/2" LSL(2) 2x1060x18" TRAN. ABOVE(+96)48X96 FIX48X96 FIX2-2x628"2'-334"5'-334"3'-734"15'-134"5'-434"5'-414"VALVE24x14 NICHE36x727'-0" 17'-334" 8'-11 2"42" HIGH WALL2'-6"5'-612"7'-734"3'-312"7'-734"S5'-10" 11'-8" TO FACE OF HEADERStairs 4'-018"10" 3"(3) 2x104'-018"4'-438"RAILINGDN 5'-10"RAILINGRAILING24'-0" 3'-0"DW9'-0"4'-0"TOP SIZE 48x10830"x 105ISLANDPANELACCESSATTIC22x30RECESSED STEPSSSCD3"15'-3"11'-2" TEMP.4x4 POSTSFOR RAILING(2) 11-7/8" LVL (ROOF HEADER)4'-012"6'-1134"WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.25" SINK W/ 32"BASE CABINET5'-4"10'-734"8'-1014"DOUBLEOVENVENTSOUNDPROOF WALLS 28" PKT3'-6"7'-5"3'-6" SLIP IN RECYCLE6"R & S18"30" BI-FOLD4'-012"2'-6"28" PKT6'-0"A3'-858"WASHDRY70" REF.HOODDOOR32" STORM2-2x660x72 FIXED(3) 2x1030x7230x72B2-2x63'-858"RAINSHOWERSOFFIT DOWNCEILING 8"66"x34"FREE STANDINGSPECTACLE TUB85" VANITY40" OFF FLOOR 8'-5"CL4'-0"8'-412"4'-438"CL2'-0"SEESHOWERLINENCLOSET 2'-91 2"28"(2) 11-7/8" LVL(2) 2x10 2-TRIMMERSGIRDER TRUSSGIRDER TRUSS(2) 9-1/2" LSL2-2x62-2x62 ISLAND LEGS DETAILSCORNER BENCHC.T. WALLS9'-0"2x6 WALLCEILING FANINSTALLCEILING FANINSTALLSOFFIT DOWNTO 85" FORCABINETGARAGE DROPPED 8"FRONT & LEFT WALL ONLYFINISHED ROOM SIZESSTUDY - CARPET3/4 MAIN BATH - C.T.GREAT ROOM - WOODKIT/DINE/FOYER - WOOD121 SF54 SF303 SF574 SFMASTER BEDROOM - CARPET256 SFMASTER BATH - C.T.148 SFPANTRY/MUD ROOM/ W.I.C.- WOOD96 SF102 SFMASTER W.I.C. - CARPET50 SFLAUNDRY - VINYLHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0" F5'-0"G6'-11-3/8"H6'-4"A-47-23-20FIRST FLOOR PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204JANUARY 6, 20215WINDOW & DOOR TRIMALLOW FOR LARGERJANUARY 12, 2021655332.52.55552.752.753.253.252.752.7555555PFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). FOOTING PLANSCALE: 1/4" = 1'-0"16'-0"6"x6" TRTD POST24" FOOTING18" FOOTING6'-1058"6'-1058"15'-91 4"2x12 DECK LEDGER.(3) 2x12FLUSH@ 16" O.C. 2x12 JOISTS 14'-0"1RAILING DETAILDTLSCALE: 1/2" = 1'-0"T.O. DECKING3'-0" 31 2"T.O. RAILINGWESTBURY RAILING SYSTEM4"6X6 POSTS(3) 2x12 BEAMSFLUSH AT CORNER4" SPHERE CANNOT PASS6'-0"MAX SPAN CENTER TO CENTERPOST AT COVERED DECKHOLDER REQUIRED TOANCHOR STRAP OR POSTSLOPE TOP OF PIERCONCRETE PIER FOOTING1'-6"512"POST6x6 DECK SUPPORT5'-0"1'-0"FLARE BOTTOM OF FOOTINGTO A MINUMUM DIAMETER OF 18"CONNECT POST TO FOOTING1POST & PIER DETAILDTLSCALE: 1/2" = 1'-0"COVERED DECK PLAN ELEV. BSCALE: 1/4" = 1'-0"2x12 JOISTS - SOUTHERN YELLOW PINE .40 TREATEDTREX DECKING 3-2x12 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATED2x12 DECK LEDGER14'-0"16'-0" ROOF TRUSSES @ 24" O.C. 2x12 JOISTS @ 16" O.C.LaundryDiningWDRYPantryKitchenD O O R32" STORM25" SINK W/ 32"BASE CABINET5'-412"5'-412"3'-114"(2) 11-7/8" LVL (2) 11-7/8" LVL DECK7-23-20FIRST FLOOR PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204JANUARY 6, 20215JANUARY 12, 20216 3/4" OSB SHEATHINGGLUED AND NAILED A-51SCALE: 1/4" = 1'-0"BUILDING SECTIONSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 8'-4" WALLS - (1) 2x6 TOP8'-4"@ 6'-0" O.C.PLATEPRESSURE TREATED 2x6Stair(3) LSL'SSTAIRSTYP. ALLSTRINGERSGreatRoom1'-6"ELEV. 119'-1-3/8"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-0-1/4"MechanicalStorage4" CONC. SLABSIDINGMasterBathTOP OF PLATEGarage10'-01 4"9'-118"18" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION11'-11 8"Entry9'-11 8"12102x SOLID BLOCKINGTO OF BLOCKINGFLUSH W/ BOTTOMOF TRUSS OF FTG. OF 8" CONC.GARAGE DROPPED 8"FRONT & LEFT WALL ONLYA-57-23-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204JANUARY 6, 20215JANUARY 12, 20216 12'-81 4"1288'-61 4"7'-6"3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 8'-4" WALLS - (1) 2x6 TOP@ 6'-0" O.C.PLATEPRESSURE TREATED 2x618" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION11'-21 4"A-61SCALE: 1/4" = 1'-0"BUILDING SECTION8'-4"1'-6"ELEV. 121'-1 1/4"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-0-1/4"SIDINGTOP OF PLATE10'-01 4"11'-11 8"RAILING36" HIGHWEBS PER MANUF.GreatRoomSTAIRFAMILY ROOMRoom11'-712"TO RISER5'-10"11'-8"FACE OF HEADER(2) 2x8(1) 2x89'-11 8"A-67-23-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204JANUARY 6, 20215JANUARY 12, 20216 RAISED ROOF @ STUDY & GREAT ROOM 2A-7SCALE: 1/2" = 1'-0"4" CONCRETE SLAB8" x 20" CONC. FTG'S8'-4"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-1 3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 108'-4"ELEV. 110'-0 1/4"1ST FLOOR9'-11 8" 3 4"2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHINGBUILDING SECTION1A-7SCALE: 1/2" = 1'-0"1'-6" 112"4" CONCRETE SLAB8" x 20" CONC. FTG'S8'-4"ELEV. 100'-0"TOP OF FOOTINGELEV. 121'-0 1/4"TOP OF PLATETOP OF 8" CONC.ELEV. 108'-4"ELEV. 110'-0 1/4"1ST FLOOR11'-0" 3 4"2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" EXTERIORSHEATHINGBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACEFLUSH WITHCONCRETEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHING1'-6" 11 2"11' STUD TO BETIMBERSTRAND5,000 LB FOOTINGSTRENGTH MIX5,000 LB FOOTINGSTRENGTH MIX1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.8'-4" WALLS - (1) 2x6 TOP PLATE SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION8'-4" WALLS - (1) 2x6 TOP PLATE SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONGLUED AND NAILEDGLUED AND NAILED1/2" EXTERIORSHEATHINGFLUSH WITHCONCRETE18" FLOOR TRUSSES18" FLOOR TRUSSESFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTED8'-4" WALLS - (1) 2x6 TOP PLATE WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-8" THICK CONC. WALLSPROOFING2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVES8'-4" WALLS - (1) 2x6 TOP PLATE WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-8" THICK CONC. WALLSPROOFING2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVES3) APPLY ABOVE GRADEFOUNDATION COATING3) APPLY ABOVE GRADEFOUNDATION COATINGA-77-23-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204JANUARY 6, 20215JANUARY 12, 20216 {\H1.5x;Note: Hip Jacks are higherthan the Sub Girderonce the Laydown Gableis nailed on the faceof the hip, it willplane out.} {\H1.5x;2x4 GableLay Flat} \pxqr;{\H1.2x;2x4 Nailersor Laydown Gable} SubGirder Hip Jack HUS28HUS28HUS28HUS28HUS28HGUS28-21'11"42'2'2'2'2'2'2'2'2'2'2'2'2'2'0"121'11"42'2'2'2'2'2'2'2'2'2'2'2'2'2' 1'11"42'2'2'2'2'2'2'2'2'2'1'11"4 2'0"122'2'2'2'2'2'2'2'2'2'2'2'1'11"42'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'1'11"4 2'1"4 ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FORMORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THEBCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED. ROOF CANTNO HEADER REQ. ROOF CANTNO HEADER REQ.8" STEP UPIN CEILING8" STEP UPIN CEILING*** PINK WALLS 2' HIGHER THAN *** OTHER MAIN FLOOR WALLS *** PORCH BEAMS & PINK WALLS 2' HIGHER *** THAN OTHER MAIN FLOOR WALLS R = 6482#R = 2821#U = 31#R = 8898#U = 106#2 PLY 2 PLYA B PB(4)B1(8)B2(12)PB1VA VB VC VD VE VF WA WB WC WD WE WF C C1 D(5)EA(6)EBEC ED (2)EEE R E E2 E1 E3 E4 E5 G G3 G4 H H1 H2 H3 H4 H5 H6 PE2 PE3 PE4 PG2 PG3 PG1 (7)E6 F F1 (3)G1 (4)G2 (12)HA(6)HBHC HC HD HF (2)HE H R (5)PE (8)PG ZH ZH ZE ZE2 PAGE NO: 1 OF 1 JOB NO: T207565 Name: Rockingham 19012Customer: Youngfield Homes Inc Address: 19012 INNDALE DRIVESalesman: JRSDesigner: DJW 2x6 Strongback bracing required every 10ft o.c.Strongbacks to be secured to vertical with (3) 16d nailsStrongback lumber should be as continuous as possible per BCSI-B7 and finaldecision on required length is per Building DesignerInstall strongbacks prior to sheathing; See job packet for additional details 1'5"71'7"31'7"31'7"31'7"39"91'7"49"91'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"31'7"3 FLUSH BEAM(supplied by others) <<------19.2" O.C. SPACINGLEFT END OF TRUSS LEFT END OF TRUSS LEFT END OF TRUSS LEFT END OF TRUSS MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON ENDOF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ONLAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ONLEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH ISMADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOESNOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS.WARRANTY WILL BE VOIDED WITHOUT OFFICIALDOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. BEARING WALL BEARING WALL **CAUTION** APPROXIMATEPLUMBING LOCATIONS FLUSH BEAM(supplied by others) A C E G J L N T OO R (10)B(2)D (5)F(7)H (5)K (9)S (5)M (9)P (9)P2 PAGE NO: 1 OF 1 JOB NO: T207565F Name: Rockingham 19012Customer: Youngfield Homes Inc Address: 19012 INNDALE DRIVESalesman: JRSDesigner: DJW FIRST FLOORTOTAL3,335 SF1,987 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,348 SF758 SF639 SFUNFINISHED200 AMP SERVICEFULL BASEMENTGARAGE LEFTSIDEWALK114 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,838 SF736 SFPRESERVE OF LAKEVILLELOT 3, BLOCK 619012 INNDALE DRIVEBRAD & JENNIFER SALMONSCREENED PORCH224 SF-2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, 55044ENERGY CODE2015 MN BUILDING &OPTIONAL FLOOR PLAN HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"E10'-0" F5'-0"G9'-6"NOTED 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 SUPPLIERFRAMERS - 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 WALLSGAS FIREPLACE6'-312"5'-314"5'-314"1'-434"1'-434"3'-6"3'-214"6'-312"STONELINE OFFIREPLACERETURNS6'-118"5'-0"5'-0"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"1'-5"1'-5"8"STONELINE OF MANTLE11'-118"8'-5"CL8'-5"CLBOLT W/ (1) NUT &ï" Ø x 8" ANCHORWASHER @ 60" O.C.OR SIMPSON MAB6 @48" O.C. OR APP'D EQ.8"WALL1'-4"GALV. ROLLED FLASHING4" CONC. SLAB8"6"4"262x6 STUD WALL W/BATT INSUL.HIGH DENSITY F.G.3/4" SHEATHING4 MIL. POLY V.B.1/2" GYP. BD OVER26614"EL. 108'-4"T.O. 8" CONC.1ST FLOOREL. 109'-6é"1ST FLOORSCALE: 3/4" = 1'-0"COLUMN #10 - CONCRETE PORCH1'-4"LINE OF STONELINE OF BOX3'-0"8" CONC. WALLCONCRETE PORCH2x6 BLOCKING1x6 LP TRIM2'-0"LP PANEL1x6 LP WRAP6x6 TREATED POSTW/ CEDARMILL1'-2"1'-4"TREATEDT.O. CONC.T.O. FTG.3"3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDET.O. WALL107'-8"GarageConcretePorchStudy16'-0"15'-0"10'-6"12'-0"4'-6"2'-0"SIDEWALK 114 SF4'-0"2 RECESSED STEPS6'-0"R4'-0"A-07-23-20COVER SHEETROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZDave.Zweber@DavidCharlezDesigns.com ORIGINAL DESIGN WORK BY: OPT. SQUARE FOOTAGE 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204 FRONT ELEVATION "B"SCALE: 1/4" = 1'-0"1A-1TOP OF FTGEL.100'-0"121012101210TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"TOP OF PLATEEL.119'-9 3/8"1'-6"1'-6"5-1/2" TRIM BOARDS8'-0"1'-6"1'-6"128BOARD & BATTENHARDIE LAPSTONEFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.EL.105'-0"TOP OF FTG.6" FRIEZE BOARD12" RAKE AT GABLES18" AT EYEBROWS8"27'-7"8"1'-6"8"12"9'-0" TALL FOUNDATIONS WALLSRECESSED STEPSHARDIE LAP 4" EXPOSURERETURN2'-0" STONERETURN2'-0" STONERETURN2'-0" STONERETURN2'-0" STONESHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURERETURN2'-0" STONECONCRETE PORCH10" TRIM BOARDHARDIE LAP5'-8"ADDRESSWINDOWSWINDOWSA-1B7-23-20FRONT ELEVATIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204 1210BOARD & BATTEN6" FRIEZE BOARD7"3"11"8"2'-0"8"12" RAKE AT GABLES18" AT EYEBROWS8"8"8"7-1/4"1'-6"RECESSED STEPS3"CONCRETE PORCHCOVER SHEETLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ROCKINGHAMDTLDETAILS7-23-20RAMBLER 3 BEDROOM/ DZSCALE: 3/8" = 1'-0"DETAILS @ FRONT GABLE1DTL1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204 1210128TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"1'-6"1'-6"1'-6"1'-6"1'-6"1'-6"10:123'-0"EL.105'-0"TOP OF FTG.4x4 POST3'-0"MAINTAIN A MIN. CL. OF 6" FROMGRADE TO B.O. SIDING, TYP.LEFT ELEVATIONSCALE: 1/8" = 1'-0"2A-2RIGHT ELEVATIONSCALE: 1/8" = 1'-0"3A-210:128:12 10:1210:1210:1210:12TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"TOP OF PLATEEL.119'-9 3/8"TOP OF PLATEEL.119'-9 3/8"ROOF PLANSCALE: 1/8" = 1'-0"4A-2ROOFVENTS6'-0"EXTEND GARAGE WALLTO BOTTOM OF ENTRYSOFFITTOP OF FTGEL.100'-0"MAINTAIN A MIN. CL. OF6" FROM GRADE TO B.O.SIDING, TYP.EGRESSPIT14 ROOF VENTS10:128:1212810:12HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESOVERHANG IN THIS AREARAISE HEEL HEIGHT & EXTEND16'-0"EGRESSWINDOWPITEGRESSWINDOWPIT3'-4"32" SCREEN DOORA-27-23-20ELEVATIONSROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZELEVATION "B" 9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204 T.O. 6" CURBT.O. 8" WALLT.O. 8" WALLT.O. FTG.EL. 100'-0"EL. 109'-0"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDFinishedStairsCARPETNO LEDGE4'-114"3"UPFinishedBedroom #2CARPETOUTLETFURN.WATERHEATERSOFTENERFinishedFamily RoomCARPET16'-0"18'-0"16'-0"(2) 2x10 36"30" 2'-0"MechicalRoom4" CONC. SLAB488 SF16'-0"12'-0" 10'-0"6'-0" 54'-0"15'-0"11'-0"8'-6"29'-6"64'-0"USE (1) 2x6 TOP9'-0" WALLST.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 100'-0"16'-0"18'-0"T.O. SLABUnexcavated4" CONC. SLABVARIESSLOPE SLAB FOR DRAINAGE24'-0"11'-0"19'-0"10'-0" SEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C.9'-0" TALL FOUNDATION WALL2A-714'-0"64'-0"46'-0"5'-8"1'-0"7'-10"1A-6T.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 100'-0"T.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 100'-0"T.O. 6" CURBEL. 109-0"EL. 105'-0"T.O. FTG.T.O. FTG.EL. 100'-0"Unexcav.2" BRICK LEDGE FORCONCRETE STOOP @ 108'-4"6'-0"1A-02x10 JOISTS @ 16" O.C. 19'-103 4" 24'-11 4"835 SFSS8'-0"60x42 SLIDEREL. 105'-0"SUMPT.O. SLABEL. 100'-4"2'-0"EL. 105'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALL1'-412"16'-3" M.O,1'-412"1'-412"8'-3" M.O.1'-412"EL. 109'-0"T.O. 6" CURBDRAINFLOOREL. 105'-0"T.O. FTG.EL. 109'-0"T.O. 4" CURBEL. 109'-0"EL. 109-0T.O. FTG.EL. 109'-0"T.O. 6" CURBROOM SIZESBEDROOM #2MECHANICALHALLWAYSTAIRREC ROOMBATH #1TOTAL258 SF488 SF60 SF118 SF77 SF1,987 SF14'-0"0"2'-0" 4'-0" 12'-0" 19'-103 4"67'-11516"48'-5"38'-1171 6 "(2)1-3/4x9-1/2 LSL24" FOOTING15'-9"6'-1012"1'-4"VOID4'-2" ALLOW FOR SEWER16" VOID TO6'-1012"18" FOOTINGFLOOR TRUSS TO BE FIRESTOPPED - 5/8" SHEETROCKONE SIDE OF FLOOR TRUSS(1000 SF MAX.)8'-512"(2)1-3/4x9-1/2 LSLFLUSH11'-103 4" 8"ELEV. 108'-4"5'-912"10"4'-414"10'-0" 11'-1034" 21'-1118" 28'-0"PLATE4'-0" DHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DUSE (1) 2x6 TOP PLATE9'-0" WALLS30"4'-41 2"S4 9 ' - 1 0 3 8"28"Fin.BathVINYL46 SF (FLR)5'-41 2" 2'-6"15'-23 4"7'-114"1'-10"3'-9"ROD & SHELFLINEN 6'-1114"FinishHallCARPET28"4'-512"LINEN18"2'-512"3'-734"12" 2'-6"14'-6"8"2" BRICK LEDGE ALLOW FOR SEWER3'-0"VOID24" VOID TOSCD1'-9"(3) 2x1018"6'-11-3/8"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDHOSEBIBHOSEBIB60x42 SLIDER D8'-0"12'-114" 2'-0"1A-5UnfinishedStorage4" CONC. SLAB176 SF4'-0"UNFIN. STORAGE3'-412"32"10'-8"4' BI-FOLD8"x20" CONCRETEFOOTINGS - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX.8"x20" CONCRETEFOOTINGS - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX.WALLINSTALLTUB19'-6"7'-9"PIER36 TR3 SIDEDFIREPLACE*SEE FIREPLACE DETAILS 4'-412"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"A-37-23-20BASEMENT PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 202042-2x10 Flush2-2x103-2x103-2x10 Trtd. GreatRoomWOOD11'-1-1/8"MASTERBedroomCARPET9'-1 1/8"MasterBathC.T.113 SF (FLR)W.I.C.CARPET9'-1 1/8"LaundryVINYL9'-1 1/8"KitchenWOOD9'-1 1/8"DiningWOOD9'-1 1/8"CoveredDeckTREXBATHC.T.35 SF (FLR)ConcretePorchGarage4" CONC. SLABEntryWOOD11'-1 1/8"8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL2-2x42-2x416'x8' O.H. DOOR(2) 1-3/4"x11 7/8" LSLSLOPE SLAB 2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILTYPICAL GARAGE WALL2x4 STUD WALLS @ 16" O.C. W/INSIDE AND 1/2" SHEATHING - EXT.POLY VAPOR BARRIER & 1/2" GYP. BD.1/2" SHEATHING - EXT.TYPICAL EXT. WALL1'-6"16'-0"1'-6"8'-0"11'-0"19'-0"30'-0"8'-0"8'-0"9'-0"9'-0"8'-0"8'-0"(2) 24x24 FIXED (2) 2X10 24x36 SH(2) 2X10 (2) 30x60 MULLED42"2'-10"16'-0"36'-0"54'-0"14'-0"16'-0"18'-0"16'-0"50'-0"30" 30" 2 8 "(2) 24x24 FIX MULLED2'-0" 12'-314"8'-10"8'-6"5'-6"5'-6"11'-0"19'-6"64'-0"7'-5" DR. S.C.32" MTL.StudyCARPET11'-1 1/8"2-2x42-2x4 44'-0" 46'-0"S2'-0"12'-21 2" 6'-31 2" 5'-5" 4'-11 2"6'-8" 3'-1112"1'-5"4'-734"3'-8"(2) 30x66 MULLED(3)24X241A-5ROD & SHELVES CEILING HEIGHT1'-6"4'-3"4'-3"4'-612" ROOF TRUSSES @ 24" O.C.5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE2-2X108'-534" (2) 2x10 @ 11'-1-1/8"1A-51A-61A-81A-7(2) 30x24 MULLED2A-748X96 FIX(3) 2x102-2x62'-0"1'-6"12" TRANSOM@ 24" O.C.PRE-ENGINEERED TRUSSESBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGEA-41FIRST FLOOR PLAN SCALE: 1/4" = 1'-0"48x60 FIX36x60 S.H.36x60 S.H.2-2x6(+30")14'-0"5'-414"29'-6"2'-0" 4'-0"4'-3"2'-10"ROD & SHELF36" SHEETROCKOPENING 10'-8"MudRoomWOOD9'-1 1/8"PantryWOODBENCHSAME HEIGHT AS PLATE (9'-1-1/8")(+8") STEP UP CEILING9'-9-1/8")2'-0"HATCHED AREASARE AT 11'-1-1/8"CEILING HEIGHT9'-0" 2-2x6(2) 2x1015'-0"2'-0"1'-914" 1'-2" 2'-2"10'-0"6'-0"10'-0" 10'-0" 7'-2"8'-10"5'-8"(2) 2x10 WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"3" REVEAL6'-6"PANELACCESSATTIC22x3032"EAGEHAC28"W.I.C.WOOD9'-1 1/8"8'-1114"5'-034"48x34ROD & SHELVES2'-6" 6'-312" 11'-914"9'-1-1/8"3'-934"3'-312"2'-6" 3'-13 4"4'-312"(3) 2x10(3) 2x1060x18" TRAN. ABOVE(2) 9-1/2" LSL(+96)(3) 2x1048X96 FIX48X96 FIX2-2x628"2'-10"5'-334"3'-734"15'-134"5'-434"5'-414"VALVEWALK-IN SHOWER36x727'-0" 17'-334" 8'-112"42" HIGH WALL2'-6"7'-934"7'-934"3'-312"7'-934"S5'-10" 11'-8" TO FACE OF HEADERStairs 4'-018"10" 3"(2) 2x104'-018"4'-438"RAILINGDN 5'-10"RAILINGRAILING1'-63 8" 24'-0" 4'-0"DW9'-0"4'-0"TOP SIZE 48x10830"x 105ISLANDPANELACCESSATTIC22x30RECESSED STEPSSSCD3"15'-3"11'-2" TEMP.4x4 POSTSFOR RAILING(2) 11-7/8" LSL (ROOF HEADER)4'-012"6'-1134"WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.25" SINK W/ 32"BASE CABINET5'-4"10'-734"8'-1014"DOUBLEOVENVENTSOUNDPROOF WALLS28" PKT3'-6"7'-5"3'-6" SLIP IN RECYCLE6"R & S18"30" BI-FOLD4'-012"2'-6"28" PKT6'-0"A3'-858"WASHDRYROUGH-INCEILING FAN70" REF.ROUGH-INCEILING FANHOODDOOR32" STORM2-2x660x72 FIXED(3) 2x1030x7230x72B2-2x63'-858"RAINSHOWERSOFFIT DOWNCEILING 8"66"x34"FREE STANDINGSPECTACLE TUB85" VANITY40" OFF FLOOR 8'-5"CL4'-0"8'-412"4'-438"CL2'-0"TRIANGULARBENCHLINENCLOSET 2'-91 2"28"FRAME OPENING30-3/8 - 30-1/2" WIDEFOR A 28" DOORFINISHED ROOM SIZESSTUDY - CARPETMAIN BATH - C.T.GREAT ROOM - WOODKIT/DINE/FOYER - WOOD121 SF54 SF303 SF560 SFMASTER BEDROOM - CARPET256 SFMASTER BATH - C.T.148 SFPANTRY/MUD ROOM/ W.I.C.- WOOD96 SF102 SFMASTER W.I.C. - CARPET50 SFLAUNDRY - VINYLHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0" F5'-0"G6'-11-3/8"H6'-4"A-47-23-20FIRST FLOOR PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204x x x x x x xCantilever RoofNo beam required2-2x83-2x102-2x102-2x102-9 1/2" LSL2 TrimmersGirder Truss2-2x62-2x62-11 7/8" LSL2-11 7/8" LVL2-9 1/2" LSL FOOTING PLANSCALE: 1/4" = 1'-0"16'-0"6"x6" TRTD POST24" FOOTING18" FOOTING6'-1058"6'-1058"15'-914"2x10 DECK LEDGER.(3) 2x10FLUSH@ 16" O.C.2x10 JOISTS 14'-0"1RAILING DETAILDTLSCALE: 1/2" = 1'-0"T.O. DECKING3'-0"312"T.O. RAILING2X4 CEDAR RAIL4x4 CEDAR POSTWESTBURY RAILING SYSTEM4"2X4 CEDAR 6X6 POSTS(3) 2x10 BEAMSFLUSH AT CORNER4" SPHERE CANNOT PASS6'-0"MAX SPAN CENTER TO CENTERPOST AT COVERED DECKBETWEEN POSTSHOLDER REQUIRED TOANCHOR STRAP OR POSTSLOPE TOP OF PIERCONCRETE PIER FOOTING1'-6"512"POST6x6 DECK SUPPORT5'-0"1'-0"FLARE BOTTOM OF FOOTINGTO A MINUMUM DIAMETER OF 18"CONNECT POST TO FOOTING1POST & PIER DETAILDTLSCALE: 1/2" = 1'-0"COVERED DECK PLAN ELEV. BSCALE: 1/4" = 1'-0"2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATEDTREX DECKING 3-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATED2x10 DECK LEDGER14'-0"16'-0" ROOF TRUSSES @ 24" O.C. 2x10 JOISTS @ 16" O.C.(2) 11-7/8" LSL (ROOF HEADER)LaundryDiningWDRYPantryKitchen(2) 11-7/8" LSL (ROOF HEADER) D O O R32" STORM25" SINK W/ 32"BASE CABINET5'-412"5'-412"3'-114"LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ROCKINGHAMD-ELEV. BDECK PLANS7-23-20RAMBLER 3 BEDROOM 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204 3/4" OSB SHEATHINGGLUED AND NAILED A-51SCALE: 1/4" = 1'-0"BUILDING SECTIONSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-0" WALLS - (1) 2x6 TOP9'-0"@ 6'-0" O.C.PLATEPRESSURE TREATED 2x6Stair(3) LSL'SSTAIRSTYP. ALLSTRINGERSGreatRoom1'-6"ELEV. 119'-9-3/8"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-8-1/4"MechanicalStorage4" CONC. SLABSIDINGMasterBathTOP OF PLATEGarage10'-814"9'-118"18" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION11'-11 8"Entry9'-11 8"12102x SOLID BLOCKINGTO OF BLOCKINGFLUSH W/ BOTTOMOF TRUSSA-57-23-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204 12'-81 4"1289'-21 4"7'-6"3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-0" WALLS - (1) 2x6 TOP@ 6'-0" O.C.PLATEPRESSURE TREATED 2x618" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION11'-21 4"A-61SCALE: 1/4" = 1'-0"BUILDING SECTION9'-0"1'-6"ELEV. 121'-9 1/4"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-8-1/4"SIDINGTOP OF PLATE10'-81 4"11'-11 8"RAILING36" HIGHWEBS PER MANUF.GreatRoomSTAIRFAMILY ROOMRoom11'-712"TO RISER5'-10"11'-8"FACE OF HEADER(2) 2x8(1) 2x89'-11 8"A-67-23-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204 RAISED ROOF @ STUDY & GREAT ROOM 2A-6SCALE: 1/2" = 1'-0"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8 1/4"1ST FLOOR9'-11 8" 3 4"2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 18" FLOOR TRUSSESBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHINGBUILDING SECTION1A-6SCALE: 1/2" = 1'-0"1'-6" 112"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 121'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8-1/4"1ST FLOOR11'-11 8" 3 4"2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHING1'-6" 11 2"11' STUD TO BETIMBERSTRAND9'-0" WALLS - (1) 2x6 TOP PLATE 1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTED5,000 LB. FOOTINGSTRENGTH MIX3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.18" FLOOR TRUSSES9'-0" WALLS - (1) 2x6 TOP PLATE 1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.GLUED AND NAILEDGLUED AND NAILED1/2" EXTERIORSHEATHINGFLUSH WITHCONCRETE1/2" EXTERIORSHEATHINGFLUSH WITHCONCRETEFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDSHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVES8'-4" WALLS - (1) 2x6 TOP PLATE WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-8" THICK CONC. WALLSPROOFINGPROOFING2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)8'-4" WALLS - (1) 2x6 TOP PLATE WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-8" THICK CONC. WALLSPROOFINGPROOFING2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)5,000 LB. FOOTINGSTRENGTH MIXSHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESA-77-23-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS 1AUGUST 26, 20202OCTOBER 9, 2020NOVEMBER 18, 20203NOVEMBER 24, 20204 Main Level Member Name Results Current Solution Comments Dining Room Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Room Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Master Bedroom Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Master Bedroom WIC Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Entry Front Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Porch Dropped Beam Passed 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage 8' OHD Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Covered Deck (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Drop Covered Deck (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Lower Level Member Name Results Current Solution Comments Family Room Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mechanical Room Dropped Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Stairs Flush Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Family (H)Passed 4 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL 19012 Inndale Drive, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 1 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4231 @ 2' 9"5738 (3.00")Passed (74%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1566 @ 3' 7 3/4"4308 Passed (36%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1767 @ 2' 9"5919 Passed (30%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.008 @ 5' 4 1/2"0.175 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.013 @ 5' 4 1/2"0.262 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"220 547 767 None 2 - Trimmer - SPF 3.00"3.00"2.21"1556 2674 4230 None 3 - Trimmer - SPF 3.00"3.00"2.21"1556 2674 4230 None 4 - Trimmer - SPF 1.50"1.50"1.50"220 547 767 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 9" o/c Bottom Edge (Lu)10' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 9"N/A 10.6 -- 1 - Uniform (PSF)0 to 10' 9"16'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 2 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5076 @ 4' 3"5738 (3.00")Passed (88%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1770 @ 3' 4 1/4"4308 Passed (41%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2007 @ 4' 3"5919 Passed (34%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.008 @ 2' 3/16"0.142 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.011 @ 2'0.213 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"664 1201 1865 None 2 - Trimmer - SPF 3.00"3.00"2.65"1826 3250 5076 None 3 - Trimmer - SPF 3.00"3.00"2.65"1826 3250 5076 None 4 - Trimmer - SPF 1.50"1.50"1.50"664 1201 1865 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 9" o/c Bottom Edge (Lu)12' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 9"N/A 10.6 -- 1 - Uniform (PSF)0 to 12' 9"19'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 3 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5916 @ 3' 3"7613 (3.00")Passed (78%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1756 @ 4' 2"7902 Passed (22%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2076 @ 7' 6"11985 Passed (17%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.015 @ 5' 4 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.022 @ 5' 4 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"603 1168 1771 None 2 - Trimmer - SPF 3.00"3.00"2.33"2141 3776 5917 None 3 - Trimmer - SPF 3.00"3.00"2.33"2141 3776 5917 None 4 - Trimmer - SPF 1.50"1.50"1.50"603 1168 1771 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 9" o/c Bottom Edge (Lu)10' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 10' 9"25'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Master Bedroom Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 4 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2827 @ 0 3806 (1.50")Passed (74%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1608 @ 11"7902 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3004 @ 2' 1 1/2"11985 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.024 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.039 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1042 1785 2827 None 2 - Trimmer - SPF 1.50"1.50"1.50"1042 1785 2827 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 3" o/c Bottom Edge (Lu)4' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 10.4 -- 1 - Uniform (PSF)0 to 4' 3"24'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Master Bedroom WIC 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 5 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1953 @ 0 1913 (1.50")Passed (102%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1059 @ 10 3/4"2872 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1912 @ 1' 11 1/2"3946 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.012 @ 1' 11 1/2"0.131 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.019 @ 1' 11 1/2"0.196 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.53"719 1234 1953 None 2 - Trimmer - SPF 1.50"1.50"1.53"719 1234 1953 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 11" o/c Bottom Edge (Lu)3' 11" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 11"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 11"17'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 3' 11"1'20.0 35.0 Snow - Porch Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Entry Front Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 6 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3659 @ 1 1/2"5738 (3.00")Passed (64%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2301 @ 1' 1/4"4308 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4584 @ 2' 9"5919 Passed (77%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.035 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.055 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.91"1349 2310 3659 None 2 - Trimmer - SPF 3.00"3.00"1.91"1349 2310 3659 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 5' 6"24'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Stairs Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 7 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)527 @ 6' 1 1/2"4463 (3.50")Passed (12%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)362 @ 1' 10"2251 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)616 @ 3' 7 9/16"2645 Passed (23%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.014 @ 3' 7"0.171 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.022 @ 3' 7 1/16"0.256 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"276 448 724 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"199 328 527 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 4" o/c Bottom Edge (Lu)6' 4" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 3 1/2"N/A 5.5 -- 1 - Uniform (PSF)0 to 6' 3 1/2" (Front)3' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Porch Dropped Beam 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 8 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 9 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1205 @ 1 1/2"7613 (3.00")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)918 @ 1' 1/2"7902 Passed (12%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2487 @ 4' 4 1/2"11985 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.036 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.095 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"745 459 1204 None 2 - Trimmer - SPF 3.00"3.00"1.50"745 459 1204 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 9" o/c Bottom Edge (Lu)8' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 8' 9"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 8' OHD 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 10 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2334 @ 1 1/2"4463 (3.00")Passed (52%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1977 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9168 @ 8' 1 1/4"18346 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.357 @ 8' 1 1/4"0.798 Passed (L/536)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.588 @ 8' 1 1/4"1.064 Passed (L/326)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 3.00"3.00"1.57"916 1418 2334 Blocking 2 - Stud wall - SPF 3.50"3.50"1.58"920 1426 2346 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 3" o/c Bottom Edge (Lu)16' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 3"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 3" (Front)5'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Covered Deck (V) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 11 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4005 @ 1 1/2"4463 (3.00")Passed (90%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3308 @ 1' 2 7/8"9081 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)13772 @ 7' 1 1/2"20525 Passed (67%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.333 @ 7' 1 1/2"0.700 Passed (L/504)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.536 @ 7' 1 1/2"0.933 Passed (L/314)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 3.00"3.00"2.69"1511 2494 4005 Blocking 2 - Stud wall - SPF 3.00"3.00"2.69"1511 2494 4005 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 9" o/c Bottom Edge (Lu)14' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 14' 3"N/A 12.1 -- 1 - Uniform (PSF)0 to 14' 3" (Front)10'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Covered Deck (H) 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 12 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4149 @ 5' 4 1/2"5738 (3.00")Passed (72%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2644 @ 4' 5 3/4"4308 Passed (61%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)5022 @ 3' 4"5919 Passed (85%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.031 @ 2' 10 1/8"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.055 @ 2' 10 1/8"0.262 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1139 1210 731 3080 None 2 - Trimmer - SPF 3.00"3.00"2.17"1809 1210 1911 4930 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 ---- 1 - Uniform (PSF)0 to 5' 6"11'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)3' 4" to 5' 6"19'20.0 -35.0 Snow - Main 4 - Point (lb)3' 4"N/A 664 -1201 Linked from: Great Room Window, Support 4 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 13 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2617 @ 3' 5"3806 (1.50")Passed (69%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1179 @ 11"6872 Passed (17%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2169 @ 1' 8 3/4"10422 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.016 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.021 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"698 1814 2512 None 2 - Trimmer - SPF 1.50"1.50"1.50"727 1890 2617 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 10.4 -- 1 - Uniform (PSF)0 to 2' 3"26' 3"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)2' 3" to 3' 5"28' 9"15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Mechanical Room Dropped Beam 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 14 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1778 @ 2"4463 (3.50")Passed (40%)--1.0 D + 1.0 L (All Spans) Shear (lbs)996 @ 1' 3/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1862 @ 2' 5"3431 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.018 @ 2' 5"0.112 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.025 @ 2' 5"0.225 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"497 1281 1778 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"497 1281 1778 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 10" o/c Bottom Edge (Lu)4' 10" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 10"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 10" (Front)10' 3"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 4' 10" (Front)3'15.0 40.0 Floor - Stairs Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Stairs Flush Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 15 / 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6354 @ 4"27913 (5.50")Passed (23%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5204 @ 1' 5 3/8"15794 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)23342 @ 8'35696 Passed (65%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.379 @ 8'0.383 Passed (L/485)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.538 @ 8'0.767 Passed (L/342)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Member should be side-loaded from both sides of the member or braced to prevent rotation. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"1874 4480 6354 None 2 - Trimmer - SPF 5.50"5.50"1.50"1874 4480 6354 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)16' o/c Bottom Edge (Lu)16' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 16'N/A 24.2 -- 1 - Uniform (PSF)0 to 16' (Front)14'15.0 40.0 Floor - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 11/24/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Flush Family (H) 4 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 1/6/2021 7:39:58 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19012 Inndale Drive, Lakeville, MN Youngfield - Rockingham B 19012 Inndale Drive, Lakeville, MN 12/21/2020; #24546.2 Page 16 / 16 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 19012 Inndale Dr Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Wednesday, November 25, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Wednesday, November 25, 2020 Client Name:Country Joe Homes Client Address:19012 Inndale Dr Client City:Lakeville, MN 55044 Company Name:Air Mechanical Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces 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:1,067 CFM Per Square ft.:0.269 Square ft. of Room Area:3,974 Square ft. Per Ton:1,525 Volume (ft³):21,857 Building Loads Total Heating Required Including Ventilation Air:66,409 Btuh 66.409 MBH Total Sensible Gain:23,724 Btuh 76 % Total Latent Gain:7,554 Btuh 24 % Total Cooling Required Including Ventilation Air:31,278 Btuh 2.61 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\19012 Inndale Dr.rh9 Wednesday, November 25, 2020, 2:54 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.280 AC/hr 0.150 AC/hr 102 CFM 55 CFM Infiltration Actual:0.221 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 21,857 X 21,857 4,829 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:80 CFM 0 CFM Total Building Ventilation:63 CFM 63 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:0.280 AC/hr (102 CFM), Construction: Average Summer Infiltration Specified:0.150 AC/hr (55 CFM), Construction: Average C:\Users\Slykke\Desktop\19012 Inndale Dr.rh9 Wednesday, November 25, 2020, 2:54 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.61 1,525 3,974 23,724 7,554 31,278 66,409 722 1,067 1,067 System 1 2.61 1,525 3,974 23,724 7,554 31,278 66,409 722 1,067 1,067 12x16 Ventilation 941 1,554 2,496 5,850 Return Duct 0 0 0 6,641 Humidification 3,199 Zone 1 3,974 22,783 6,000 28,783 50,719 722 1,067 1,067 12x16 1-Lower Level 1,987 6,341 2,400 8,741 17,545 250 297 297 3--7 2-Main Level 1,987 16,442 3,600 20,042 33,174 472 770 770 8--6 C:\Users\Slykke\Desktop\19012 Inndale Dr.rh9 Wednesday, November 25, 2020, 2:54 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 370.5 250 297 297 3--7 2-Main Level Built-In 0 750 0.01 0.1 490.4 472 770 770 8--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 800.5 722 1,067 1,067 12x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:722 Cooling Flow:1067 C:\Users\Slykke\Desktop\19012 Inndale Dr.rh9 Wednesday, November 25, 2020, 2:54 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4a: Glazing-332.5 8,387 0 5,647 5,647 4agdoor: Glazing-21 530 0 635 635 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 896 3,897 0 0 0 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 448 2,105 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 2068.5 11,698 0 1,291 1,291 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 1987 3,803 0 2,142 2,142 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 1987 4,667 0 0 0 Subtotals for structure:36,604 0 10,151 10,151 People:3 600 690 1,290 Equipment:5,400 7,400 12,800 Lighting:1200 4,092 4,092 Ductwork:13,282 0 0 0 Infiltration: Winter CFM: 80, Summer CFM: 0 7,474 0 0 0 Ventilation: Winter CFM: 63, Summer CFM: 63 5,850 1,554 941 2,496 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 8.72 gal/day :3,199 0 0 0 AED Excursion:0 0 450 450 Total Building Load Totals:66,409 7,554 23,724 31,278 Check Figures Total Building Supply CFM:1,067 CFM Per Square ft.:0.269 Square ft. of Room Area:3,974 Square ft. Per Ton:1,525 Volume (ft³):21,857 Building Loads Total Heating Required Including Ventilation Air:66,409 Btuh 66.409 MBH Total Sensible Gain:23,724 Btuh 76 % Total Latent Gain:7,554 Btuh 24 % Total Cooling Required Including Ventilation Air:31,278 Btuh 2.61 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\19012 Inndale Dr.rh9 Wednesday, November 25, 2020, 2:54 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,987.0 sq.ft.Supply Air:297 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.1 AC/hr Volume:15,896 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:22 CFM Runout Air:99 CFM Percent of Supply.:7 % Runout Duct Size:7 in.Actual Summer Vent.:18 CFM Runout Air Velocity:371 ft./min.Percent of Supply:6 % Runout Air Velocity:371 ft./min.Actual Winter Infil.:15 CFM Actual Loss:0.070 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 64 X 8 512 0.050 4.4 2,227 0.0 0 0 E -Wall-15B0-10sf-8 48 X 8 384 0.050 4.4 1,670 0.0 0 0 S -Wall-15B0-10sf-4 64 X 4 256 0.054 4.7 1,203 0.0 0 0 W -Wall-15B0-10sf-4 48 X 4 192 0.054 4.7 902 0.0 0 0 S -Wall-12F-0bw 64 X 4 238.5 0.065 5.7 1,349 0.6 0 149 W -Wall-12F-0bw 48 X 4 174.5 0.065 5.7 987 0.6 0 109 S -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 16.8 0 294 W -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 30.2 0 529 Floor-21A-20 1 X 1987 1987 0.027 2.3 4,667 0.0 0 0 Subtotals for Structure:13,889 0 1,081 Infil.: Win.: 14.6, Sum.: 0.0 448 3.033 1,359 0.000 0 0 Ductwork:2,297 0 AED Excursion:125 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:500 1,705 Room Totals:17,545 2,400 6,341 C:\Users\Slykke\Desktop\19012 Inndale Dr.rh9 Wednesday, November 25, 2020, 2:54 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,987.0 sq.ft.Supply Air:770 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.6 AC/hr Volume:17,883 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:8 Actual Winter Vent.:41 CFM Runout Air:96 CFM Percent of Supply.:5 % Runout Duct Size:6 in.Actual Summer Vent.:45 CFM Runout Air Velocity:490 ft./min.Percent of Supply:6 % Runout Air Velocity:490 ft./min.Actual Winter Infil.:66 CFM Actual Loss:0.150 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 64 X 9 463.5 0.065 5.7 2,621 0.6 0 289 E -Wall-12F-0bw 48 X 9 405 0.065 5.7 2,290 0.6 0 253 S -Wall-12F-0bw 64 X 9 375 0.065 5.7 2,121 0.6 0 234 W -Wall-12F-0bw 48 X 9 412 0.065 5.7 2,330 0.6 0 257 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Gls-4a shgc-0.28 100%S (2)8 0.290 25.2 202 9.3 0 74 N -Gls-4a shgc-0.28 100%S (2)27.5 0.290 25.2 694 9.4 0 258 N -Gls-4a shgc-0.28 100%S (2)10 0.290 25.2 252 9.4 0 94 N -Gls-4a shgc-0.28 100%S (2)25 0.290 25.2 630 9.4 0 234 E -Gls-4a shgc-0.28 0%S 6 0.290 25.2 151 30.2 0 181 E -Gls-4agdoor shgc-0.28 0%S 21 0.290 25.2 530 30.2 0 635 S -Gls-4a shgc-0.28 0%S (2)30 0.290 25.2 756 16.8 0 504 S -Gls-4a shgc-0.28 0%S 30 0.290 25.2 757 16.8 0 504 S -Gls-4a shgc-0.28 0%S (3)96 0.290 25.2 2,421 16.8 0 1,614 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 20 0.290 25.2 505 16.8 0 336 W -Gls-4a shgc-0.28 0%S (5)20 0.290 25.2 505 30.3 0 605 UP-Ceil-16B-44 1987 X 1 1987 0.022 1.9 3,803 1.1 0 2,142 Subtotals for Structure:22,715 0 9,070 Infil.: Win.: 65.9, Sum.: 0.0 2,016 3.033 6,115 0.000 0 0 Ductwork:4,344 0 AED Excursion:325 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:3,200 4,200 Lighting:700 2,387 Room Totals:33,174 3,600 16,442 C:\Users\Slykke\Desktop\19012 Inndale Dr.rh9 Wednesday, November 25, 2020, 2:54 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 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 1,987 17,545 250 3-7 371 6,341 2,400 297 297 2 Main Level 1,987 33,174 472 8-6 490 16,442 3,600 770 770 Ventilation 5,850 941 1,554 Humidification 3,199 Return Duct 6,641 0 0 System 1 total 3,974 66,409 722 23,724 7,554 1,067 1,067 System 1 Main Trunk Size:12x16 in. Velocity:801 ft./min Loss per 100 ft.:0.093 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.61 76% / 24%23,724 7,554 31,278 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\19012 Inndale Dr.rh9 Wednesday, November 25, 2020, 2:54 PM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 11/30/2020 Mailing Address of the Dwelling or Dwelling Unit City 19012 Inndale Dr Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Rim Joist (2nd Floor+)R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 X Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Westinghouse BRYANT Powered Model 912SD48080 WEG100C2X045 BA13NA036 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:80,000 Capacity in Gallons: 100 Output in Tons:3 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 66,409 23,724 31,278 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 01/20/21XX