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LA180013 18889 Hinton Ave
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014CROOF PLAN1/8"=1'-0"4-CARAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIMHARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIM1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIMADAMS 'C' FRONT6" TRIM6" TRIM1-1/2"4" TRIM 4" TRIM 2X6 CAP2X6 BASE8X8 REALWOOD COLUMN4X4 REALWOODANGLED BRACKET2X6 CAP2X6 BASE8X8 REALWOOD COLUMN4X4 REALWOODANGLED BRACKETDETAIL1/4"=1'-0"PORCH COLUMN1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725486-C-3.2ADAMSDRAWN: 8-24-2015-AWREVISED: 5-3-2018-LLWITHANOMCUST:HEARTLAND COTTAGEF6:12 PITCH8" TRIMXXXXXADDRESS NUMBERSTEEL PANEL OVERHEAD DOORICE & WATERALUMINUM FLASHINGBEHIND STOOPF1'-4"1'-0 3/4"10121'-4"6:12 PITCH8" TRIMAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED1012FALSE CORNER 6:12 PITCH1'-0 3/4"1x5'-0"10:12 PITCH1012SADDLE101210:12 PITCH10:12 PITCH10:12 PITCHEREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENGHRIGHT ELEVATION1/8"=1'-0"6121'-4"7 7/16"A10:12 PITCH10:12 PITCH1012LEFT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEREAR ELEVATION1/8"=1'-0"A1'-4"1'-4"6:12 PITCHFLASH OVER ALL EXT OPGSASPHALT SHINGLES101210121'-0 3/4" 1'-0 3/4"1'-4"7 7/16"61210:12 PITCH1'-0"1'-4"10121'-4"6 15/16"101240% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.21x CEDAR1'-0"4:12 PITCH1'-0"4:12 PITCH7 3/16" HEEL 1241'-0"A1'-4"6 15/16"612AA1'-0"6:12 PITCH1012W/ 3'-0"X3'-0" CONC PADGARAGE SERVICE DOORCC6:126:121'-0"1'-4"1'-0"1'-4"4' RIDGE VENT1'-0"1'-4"1'-0"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"6:1210:1210:12AABBCCAABB10:126:127'-4"10:123"1'-4"10:1212' RIDGE VENT10:1210:126' RIDGE VENT 16' RIDGE VENT10:126:125'-8"15'-7"10:12BOX VENT18889 HINTON AVE PERMIT/CONST.PLANSLOT 5, BLK 2CHOKECHERRY HILL 5TH ADD.PERMIT/CONST: 5-6-2020-CFSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode05/27/2020dmathews UP 16RF.D.R/I3/4B34x48FBGL SHWR36"FUTUREFAMILY RMFUTUREBEDRMUNEXCAVATEDUNFINISHEDSTORAGE / MECH.ACHVWHSUMP42'-0" 39'-0"53'-8"15'-8"5'-10"17'-6"21'-6"2'-10"14'-8"12'-3 3/4"3'-8"8'-7 3/4"13'-8 1/4"3'-7"17'-11 3/4"5'-4"20'-10"2'-3 1/2"2'-3 1/2"16'-3"BASEMENT PLAN1/4"=1'-0"TYP. WINDOW HEAD HEIGHT AT 7'-0" U.N.O.NOTE:8'-4" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRDROPPED BEAMThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C2.0XADAMS 5486-C-3.2PC#637: 9-3-2019-CFPC#666: 9-25-2019-CFPC#718: 12-20-2019-LLPC#730: 1-15-2020-LL6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS 30'-4"5'-4"15'-0"4'-2"2-62-42-84-0CONC PAD FTG30x30x12CONC PAD FTG30x30x124'-6 1/4"3'-1"9'-1"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHRADONVENT PIPE10'-0"8'-3" M.O.7 1/2"8'-3"1'-1 1/2"5'-0"15'-4"12'-0"COCKSILL 5'-7"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM180 SQ. FT.482 SQ. FT.71 SQ. FT.DROPPED HDR4'-0"4'-0"BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEM4'-0"4'-0"MAX.BRACINGBRACINGFOUNDATIONBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEM36x36x14 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVEWET BAR RGH-IN1206 SQ. FT.FOUNDATION INSULATIONFRONT FOUNDATION WALL:-30 SQ FT/61 LIN FT= 0.49 RATIOR-10REAR FOUNDATION WALL:-29 SQ FT/58 LIN FT= 0.50 RATIOLEFT SIDE FOUND. WALL:-65 SQ FT/21.67 LIN FT= 2.50+ RATIORIGHT SIDE FOUND. WALL:-66 SQ FT/39 LIN FT= 1.69 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTSNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSW/ WOOD CAP42" HIGH HALF WALL4'-0"2'-0"38'-0"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE10'-0"19'-8"10'-0"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH5036 SLIDER5036 SLIDER9'-0"DROPPED BEAM30x30x12CONC. PAD FTG.30x30x12CONC. PAD FTG.5036 SLIDER50'-0"3'-9 1/2"6'-6 1/2"11'-4"6'-4"6'-0"12'-0"10'-4"17'-8"6'-0"14"x8" CONC. FTG.POURED CONC. WALL6" THICKMIN. 3'-6" BELOW GRADEFILL6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH2'-0"20'-0"1'-11"5'-0"13'-1"5'-8"1'-0"5'-0"2'-8"10"19'-2"50'-0"SUNROOM108 SQ. FT.18889 HINTON AVE PERMIT/CONST.PLANSLOT 5, BLK 2CHOKECHERRY HILL 5TH ADD.PLAN OPTIONS4 CAR GARAGELOOKOUT SUNROOM BASEMENTWET BAR ROUGH INWSWATER SOFTENERWINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.322CONCRETE PORCH2'-0"(3)11-7/8 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-LamInterior BWP Above73333UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP16RDN16R4'-2"17'-6"15'-4"5'-0"11'-8"3'-4"42'-0" 39'-0"44'-8"17'-2 1/2"7'-2"50'-0"6'-0"6'-0"3'-7"3'-7"10'-5"10'-5"1ST FLOOR PLAN1/4"=1'-0"1302 SQ. FT.NOTE:9'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 7'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRGREATROOMCPT.16x7 OVERHEAD DOOR14" MFD I-JOISTSINSTALL PER MFRS SPECS12'-0"These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C3.0XADAMS 5486-C-3.2PC#637: 9-3-2019-CFPC#666: 9-25-2019-CFPC#718: 12-20-2019-LLPC#730: 1-15-2020-LL5'-4"20'-4"10' TREAD CUT W/ 14" TRANSOM3050-3 SH14" MFD I-JOISTSINSTALL PER MFRS SPECS2-83'-11 1/2"2'-0"FLUSH BEAM8x7 OVERHEAD DOORMFD TRUSSES AT 24" O.C. FLUSH BEAM 10'-0"4'-9"5'-3"3-0 DOORw/ 14" SIDELITE16'-8 1/2"INSIDE FRAMING7'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW22'-6"6068 SGDTYPICAL PORCH COLUMN:8x8 MFD COLUMN W/2x6 CAP & BASE AND4x4 ANGLED BRACE6'-7"5'-10 1/2"3'-10"12" OVERHANG DININGHD-FLR4'-9"6'-11"5'-4"WOOD RAILINGWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3153 3/4" X 83 1/4"FOYER0.2313050 SHGREAT ROOM11KITCHEN3040 SH1DINING ROOM6068 SGD W/ TRANS2W 3050 SHFLEX ROOM13W 3050 SHGREAT ROOM10.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.310.3172 1/8" X 94"0.320.310.3172 1/8" X 60 1/4"0.31108" X 60 1/4"0.31(2) 1 3/4 x 14 VERSA-LAM10'-0"DROPPED BEAM6'-10"11'-4"4-6 x 8-0 OPG 8'-6"2-81/2BPED.2x6 WALL5'-10"4'-8 1/2"6'-3"MUD RMHD-FLRHD-FLR4'-2 1/2"4'-2 1/2"DROPPED BEAM24" TOWEL BARTPH5'-2"3'-11 1/2"8'-6"FOYERHD-FLR4-6 x 8-0 OPGOPT.BENCH4-0 x 8-0 OPGCLOSHD-FLR2-42-4RADONVENT PIPE3-0 x 8-0 OPG 2-410'-6 1/2"WIPHD-FLR3"3"2-44'-3 1/4"3'-0"2'-8 1/4"FLEXROOMHD-FLR14" MFD I-JOISTSINSTALL PER MFRS SPECS CPT.HD-FLR2'-10"5'-5"CONC. PORCH12" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAM3"145 SQ. FT.3"3"10"11'-5 1/2"2W 3050 SH5'-8"2'-8"DOWN SOFFITTO 8'-0"FRAMEFRAMERS TO INSULATE FLOORSPACE AT FRONT OF GARAGE1'-2"6'-6"ON ALL WALLS & CEILINGGYP. BOARDNOTE: FLOORING ATTOP LANDING TOMATCH DINING RMFLEX ROOM10.310.303W 2020 FX72" X 24"5'-10"5'-6"3W 2020FX4'-4 1/2"INSIDE FRAMING2'-11 3/4"1'-8"1'-1 1/2"FRAMED DOWNSOFFIT. HOLD ASCLOSE TO MECH.DUCTS AS POSSIBLE10X161-1/2" FURREDWALL19'-2"SINKREF.OVEN20 AMP.MICRO HOODCIRCUITCOOKTOPPANTRYKIT.HD-FLRGASVENT MICROHOODTO OUTSIDEKITCHEN BACKSPLASHINSTALL 1/3 OFFSETKEYLESS ENTRYGARAGE DOOR OPENERINSULATE 4-CAR GARAGEIRRIGATIONSYSTEMDROPPED BEAM 38'-0"2'-0" 19'-8"10'-0"4" BEAMPOCKET4" BEAMPOCKET2'-0"GARAGESLOPE TO DOORS4" CONC FLOOR798 SQ. FT.TYPICAL 2x6 GARAGE WALLS2-8 3'-0" X 3'-0"CONC. PAD5'-0" MIN 50'-0"6'-4"3050-3 SH11'-4"12'-0"6'-0"6'-0"FLUSH BEAM3050-2 SH4'-6"4'-6"4'-6"3050-2 SH 10'-4"4'-6"9'-0"17'-8"SUNROOMHD-FLR18889 HINTON AVE PERMIT/CONST.PLANSLOT 5, BLK 2CHOKECHERRY HILL 5TH ADD.PLAN OPTIONSSIGNATURE KITCHENIRRIGATION SYSTEMSTAIR RAILINGSUNROOMCONCRETE PORCHWINDOWS IN FLEX ROOM4 CAR GARAGEGARAGE SERVICE DOORLAZYSUSANCENTRALVAC5533Connections66336185555PFHPFH(2)14" Versa-Lam(2)11-7/8 Versa-Lam(2)7-1/4 Versa-Lam(2)14" Versa-Lam(2)14" Versa-Lam(2)9-1/2 Versa-Lam(3)14" Versa-Lam(2)7-1/4 Versa-Lam These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C4.0XADAMS 5486-C-3.2PC#637: 9-3-2019-CFPC#666: 9-25-2019-CFPC#718: 12-20-2019-LLPC#730: 1-15-2020-LL2ND FLOOR PLAN1/4"=1'-0"1584 SQ. FT.LIVING AREANOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. SECOND FLOOR WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRCENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR OWNERS BATH W/1/2"=1'-0"SHOWER BASEFIBERGLASS BASE18"DETAIL 'A'36X60 FIBERGLASSCL16" @ 34" SHWR4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE SEATS & TOE LEDGES 10-3/4"36"VALVE17-3/16" @ 36" SHWR40'-0"10'-10"3'-8"3'-0"8'-2"14'-6"3'-9"10'-7"11'-2"42'-0" 17'-6" 39'-0"3'-0"42'-0"19'-2"40'-0"20'-10"12'-8"6'-6"12'-9"5'-7"OWNERSBEDRMCPT.DN16R3'-6 1/2"BEDRM #2CPT.GAMEROOMCPT.OWNERSBATHHD-FLRLAU.HD-FLR4'-0"13'-6"3'-7"2'-11"6'-8"6'-0"3'-10"3'-8"4'-0"6'-0"3'-10"8'-2"6'-1"2'-6"3'-6"10'-2"3'-6"3'-4"3050 SH3050 SH3050 SH3020 SLIDER3050 SH2'-4"3'-4"2-62-42-82-42-02-42x6 WALL10" TREAD CUT D66"MFD TRUSSES AT 24" O.C.GIRDER TRUSS3040 SHTEMP GL2'-7 3/4"1'-9"W2x6 WALLTPH 24" TOWEL BAR7'-1"3'-4"2'-3"3050 SH3050 SHNO TOP PLATESAT GIRDER TRUSSNO TOP PLATESAT GIRDER TRUSS17'-6" 12'-4 3/4"12'-1 1/4" 11'-8"5'-10"15'-2"2'-8"BEDRM #4CPT.BEDRM #3CPT.3'-8"BATH #2HD-FLR4'-6"6'-9"6'-9"5'-11"2'-11"8'-6"W.I.C.CPT.2-62-62-65-066"5-0TUB/SHWR2x6 WALL42" HIGH HALF WALLW/ WOOD CAPRADONVENT PIPE22x30ATTICACCESS4'-7 1/2"5-011'-8"3'-8"5'-10"5-04'-2"2'-9"24" TOWEL BAR3'-10 3/4"11'-3"4'-0"4-02-42-42-42'-6"5'-11"TPH 1'-5"2'-6"7'-4"7'-2"3'-2 3/4"2'-5"2-62W 3020 FX3050 SH9'-2"2'-6"5-1/4"x5-1/4"VERSACOLUMN5-1/4"x5-1/4"VERSACOLUMNOR EQUIV.1-1/2" FURREDWALLNOTES:ALL TOE LEDGES AND SEATSARE 18" OFF THE SUBFLOORBATOE LEDGES ARE MODEL BT-17BY BETTER BENCH SYSTEMSHEIGHT OF SHOWER SHELVES TO BEDEPENDENT ON TILE SELECTIONSMIXER VALVE IS ALWAYSCENTERED BELOW SHOWER HEADCDTHIS DETAIL REFLECTS MODEL #'s,HEIGHTS & LOCATIONS ONLY, ANDDOES REFLECT QUANTITIES PURCHASEDREFER TO DEC SELECTIONS FORSTD & OPTIONAL INCLUDED FEATURESTRAY VAULT2'-0"1'-6"2'-0"1'-6"42x60FBGL TUB3'-9"6" SPLASHW/ 36" GLASS PANEL48" HIGH 2X4 WALLW/ CT SURROUND34x60 FBGL BASETOELEDGE2 SHWR SHELVESINSTALL TILE FLOOR1/2 OFFSET PARALLELTO VANITYINSTALL TILE FLOOR1/2 OFFSET PARALLELTO VANITYINSTALL PANIC PAN18889 HINTON AVE PERMIT/CONST.PLANSLOT 5, BLK 2CHOKECHERRY HILL 5TH ADD.PLAN OPTIONSTILED SHOWER SURROUND2ND SINK IN BATH #2TRAY VAULT CEILINGINSTALL GAS LINE(2)9-1/2 Versa-Lam5-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). F.D.R/I3/4BFUTUREFAMILY RMFUTUREBEDRMUNEXCAVATEDUNFINISHEDSTORAGE / MECH.ACHVWHSUMP1/4"=1'-0"These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C5.0XADAMS 5486-C-3.2PC#637: 9-3-2019-CFPC#666: 9-25-2019-CFPC#718: 12-20-2019-LLPC#730: 1-15-2020-LLELECTRICAL PLANBASEMENTSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLEGFILOW VOLTAGESYSTEM RECEPTACLESS SDA/CWPSMART HOMESYSTEM RECEPTACLE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEWATER SOFTRECEPTACLE18889 HINTON AVE PERMIT/CONST.PLANSLOT 5, BLK 2CHOKECHERRY HILL 5TH ADD.PLAN OPTIONS4 CAR GARAGELOOKOUT SUNROOM BASEMENTWET BAR ROUGH INWATER SOFTENERCONCRETE PORCHWS KIT.1/4"=1'-0"GREATROOMGARAGECONC PORCHThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C6.0XADAMS 5486-C-3.2PC#637: 9-3-2019-CFPC#666: 9-25-2019-CFPC#718: 12-20-2019-LLPC#730: 1-15-2020-LLSSWPSS GFIELECTRICAL PLAN1ST FLOORCDSSSPRINKLERSYSTEMRECEPTACLEDININGFOYERFLEXROOMSS SDSTSSSSS SSMUD RM1/2BFANGFI WIP1/4"=1'-0"OWNERSBEDRMBEDRM #2LAU.CEILING FANROUGH-INSSDSSSSSD/CMDCDSSELECTRICAL PLAN2ND FLOORGFIGFI FANOWNERSBATHSSFANLBEDRM #4BEDRM #3W.I.C.SSSDSDSSS S SD/CMDSBATH#222x30ATTICACCESSFANGFIGFISS SSSSD/CMDS LLLLSCHIMESHCPSSS2nd SMARTHOME RECEPTDDDDDDDLLLLLLLLLLLLLLLLLGAMEROOMLLLLWICSLSLLLLLLSDISP.DWSUSBLFLUSH BEAMSWPS LL24" U.C.LIGHTS12" UNDERCAB.LIGHTSS5'-0"INSTALL @SUCL60 AMP CARSUB PANELCENTRALVACFOR FUTURE HEATERINCLUDES OUTLET &THERMOSTAT WIRINGGAS LINES TECH TUBESTRAIGHT UPIRRIGATIONSYSTEMD INSTALL @ 15'-0"SPKRSPKRSPKRSPKRSPKRSPKRCDAV MAINSUBD INSTALL @ 15'-0"D INSTALL UNDER SOFFIT DINSTALL @5'-0"DINSTALL @5'-0"CDDINSTALL @5'-0"TECH TUBETECH TUBE18889 HINTON AVE PERMIT/CONST.PLANSLOT 5, BLK 2CHOKECHERRY HILL 5TH ADD.PLAN OPTIONSSIGNATURE KITCHENIRRIGATION SYSTEMSTAIR RAILINGSUNROOMCONCRETE PORCHWINDOWS IN FLEX ROOM4 CAR GARAGEGARAGE SERVICE DOORGREAT ROOM LIGHTINGDINING ROOM LIGHTINGUNDER CABINET LIGHTINGFLEX ROOM LIGHTINGCENTRAL VACTILED SHOWER SURROUND2ND SINK IN BATH #2TRAY VAULT CEILINGSPKR These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C7.0XADAMS 5486-C-3.2PC#637: 9-3-2019-CFPC#666: 9-25-2019-CFPC#718: 12-20-2019-LLPC#730: 1-15-2020-LL9'-1 1/8"10'-3 7/8"CONC WALL9'-8 3/4"8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD TRUSS1'-4"6127 7/16"MFD TRUSS61239'-0"1/4"=1'-0"CROSS SECTION B-B4" CONC. FLOORGIRDER TRUSS 3'-0"BEDRM #4W.I.C.GARAGEOWNERSBEDRMGREATROOM1'-4"101217'-6"18" MFD FLOOR TRUSSES14" MFD I-JOISTS9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 3/4" 8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR18" MFD FLOOR TRUSSES14" MFD I-JOISTSMFD TRUSS1'-4"6127 7/16"MFD TRUSS39'-0"1/4"=1'-0"CROSS SECTION A-A1'-4"612DROPPED BEAMDROPPED BEAMFOYERGAMEROOMLAU.7 7/16"1-1/2" FURREDWALL7'-8"CONC. STOOPCONC.PORCH12" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-0"5'-5"1'-4"7 7/16"126DROPPEDBEAMDROPPED BEAMFLUSH BEAM9'-0"SUNROOM These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C8.0XADAMS 5486-C-3.2PC#637: 9-3-2019-CFPC#666: 9-25-2019-CFPC#718: 12-20-2019-LLPC#730: 1-15-2020-LLGARAGE SLAB LEDGE DETAIL1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANTEXTEND POLY VAPOR1-1/2" THERMAX2-1/4"X12" DUCTINSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL1/2"=1'-0"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.9'-1 1/8"10'-3 7/8"9'-8 3/4"8'-2"8'-1 1/8"40'-0"3 1/2" CONC. FLOORHAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATAWIP3/4" SUBFLOOR14" MFD I-JOISTS3/4" SUBFLOOR8'-4" POUREDCONC WALL18" MFD FLOOR TRUSSES1/4"=1'-0"CROSS SECTION C-CW.I.C.BATH#26'-8" MIN HEADROOM 6'-8" MIN HEADROOM 1'-4"1'-0 3/4"10121'-4"1'-0 3/4"1012TYPICAL WALL SECTION1/2"=1'-0"9'-1 1/8"TRUSSES PER PLAN3/4" SUBFLOORVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD TRUSSESA I R C H U T E S APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGSNOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHING4 MIL. POLY VAPOR / AIR BARRIERALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806EXT. SPRAY-ON WATERPROOFINGWATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINUOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ SILL SEALERMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEENAPPROVED GAS-PERMEABLE LAYERPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100POURED CONC. WALL8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED AT8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.JOISTS PER PLAN3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN. HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)W/ VAPOR BARR.5/8" GYP. BD.APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGS4 MIL. POLY VAPOR / AIR BARRIERW/ APPROVED SEALANTGYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANT1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTED1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEFINISHED GRADEWILL VARYJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAM2x6 EXTERIOR WALL(SEE OSWELL ENGINEERING)R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.171/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.172x6 EXTERIOR WALL3.5" MIN. POLYURETHANE FOAMAT PERIMETER R=203.5" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF AT1/2" SAG-RESISTANTRUNNING THRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)VENT PIPER-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECSALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTERALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOMOF FOUNDATION WALL16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE(IF REQUIRED PER FOUNDATIONEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOPCALCULATIONS, R402.2.8.A)R-5 RIGID INSULATION(AT SIDE LOOKOUT FOUNDATION ONLY,NOT AT REAR LOOKOUT WALLS)R-5 RIGID INSULATION-ON INSIDETAPE & SEAL AT TOPFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)W/ R-10 DRAINAGE BOARDROLL-ON WATERPROOFINGWALL EDGE, ACROSS THE TOP, ANDEXTEND FROM TOP INTERIOR6" DOWN THE EXTERIOR WALL FACE7'-4"LIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLE14" TO TOP OF STONE VENEER 1"=1'-0"WALL DETAILLOOKOUT FINISH2x6 TREATEDSILL PLATE1x6SILL PLATE2x4 INTERIORWALL2x_ TREATEDBLOCKING1/2" GYP. BD.1/2" GYP BD LEDGE6-1/2" CAP BOARDSHOE PERIMETERWINDOW FRAMEEXTERIOR SHEATHINGR-10 EXTERIORINSULATIONR-5 INTERIORINSULATION (IFREQ'D PER CODE)1/2"=1'-0"FLOOR DETAILDENSE PACK FIBERGLASS3/4" SUBFLOOR6" ROUND DUCTWORKMANUFACTURED I-JOISTSR-8 INSULATION WRAPNETR-30 SPRAY FOAM INSUL.4.34" AROUND DUCTWORK(R-6.9 PER INCH)BLOWN-IN INSULATION1" CLOSED-CELLSPRAY FOAM5/8" GYP. BD.CLOSMECH CHASE FRAMED DOWNSOFFIT. HOLD ASCLOSE TO MECH.DUCTS AS POSSIBLE FOUNDATION DETAILAT FOOTING STEP LOCATIONS1F1DescriptionDateRevisionProject Number:Date:F11Sheets: of2Print Name:Signed: License Number:Nick Hanson46665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.January 1, 20200.0011-1-202020 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2F1WALL SECTIONLOOKOUT WALL CONDITION3F1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4F1WALL SECTIONFULL HEIGHT WALL CONDITION5F1REBAR TABLE6F1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2020©3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comDRAWING USE GUIDELINES AND LIMITATIONSTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET 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 THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.LIMITATIONS1.BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOPOF 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 SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.4.STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL 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 STRUCTURALENGINEERING DOCUMENTS.COLD WEATHER GUIDELINES:1.THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2.DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3.DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT 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 WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.MATERIALSCONCRETE WALLS:F'c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS:F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA 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 60TREATED SILL PLATE:SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING PRESSURE1,500 PSF MINIMUMGENERAL NOTES1.DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVESTRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLYSUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESSADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERALCONTRACTOR.2.STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.3.112" 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 STRIPFOOTING 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 FEETUNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.7.BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, ANDINSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTEDOTHERWISE.8.ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALLTHICKNESS 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 BARDIAMETERS 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 COVERIS 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 MINORFORM 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 SECTIONSARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALLCORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS INLENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELSMAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHTFOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOADTRANSFER OVER A SILL PLATE OVERHANG CONDITION.15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1.16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITHTHE 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 ANDDIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICALREINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDINGIS 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.EQUIVALENT REBAR TABLEFOR BUNDLED HORIZONTAL BARS(2)#4 = (1)#6(3)#4 = (2)#5(3)#5 = (2)#6GRADE 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 5/F1)BACKFILL HEIGHT(SEE 5/F1)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"NONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONE* = 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)(2) #4 HORIZONTAL BARSBOTH TOP & BOTTOMEXTENDED AT LEAST 24"BEYOND EACH END OF STEPSTABLE BANKHIGH FOOTING MAY BEEXTENDED PROVIDEDBARS ARE PLACED ASSHOWNHORIZ. BARSTOP & BOTTOM6" MIN THICK CONCRETEFOUNDATION, SEE OTHERDETAILS FOR MORE INFOOPTIONAL CONTROL JOINTAT EACH END OF STEP72" MAX SPANEQ.EQ.24" MINDETAIL B3" MIN TYPCONCRETE STRIPFOOTING11BDETAIL A36" MINSTEP2 x STEPSTEP NOTE:DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEPLOCATIONS SHOWNREAR FROST WALLLOOKOUTWALLFULL HEIGHTWALLGARAGE FROSTWALLELEVATIONSHOWN FORREPRESENTATIONPURPOSES ONLY-MAY NOT APPLYELEVATIONSTEP SPACING REQUIREMENTSATYP.6"MIN.WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAYFROM FOUNDATIONOPTIONAL STEM WALLMINIMUM THICKNESS TOMATCH SILL PLATESILL PLATE TO MATCHFRAME WALL ABOVE16" MAX FOR 4" THICK STEM24" MAX. FOR 6" THICK STEMSLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL6" MIN. C.I.P. CONCRETEFOUNDATION WALLUNREINFORCED CONCRETESTRIP FOOTING SEE 5/F1#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDE6"MIN.6'-0" MAX WOOD FRAMINGABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAY FROMFOUNDATION AT A GRADUAL 2%SLOPE PER GENERAL NOTE 6SILL PLATE TO MATCHFRAME WALL ABOVE#4 x CONTINUOUS HORIZONTALBARS @ 24" O.C. TYP.OPTIONAL 2" RIGID INSULATION ONINSIDE FACE AND UNDERSLAB-ON-GRADE FOR 24" MIN.UNREINFORCED CONCRETESTRIP FOOTING SEE 5/F1(DROP FOR FROST ASREQUIRED PER SITE DESIGN)#4x2'-0" DOWELS @ 48" O.C.MAX (5" MIN. EMBED)(1) #4 x CONTINUOUS HORIZONTALBAR AT TOP OF WALLOPTIONAL SLAB LEDGECONCRETE SLAB-ON-GRADE8" MIN. C.I.P. CONCRETEFOUNDATION WALL#4x4'-0" HOOKS @ 24" O.C. BENT ORDRILLED AND EPOXY GROUTED3'-0"1'-0 " NO HOOKS @ 3'-0" OR LESS GRANULAR 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 INTHE REDUCTION OF CRACKINGAND BACKFILLING ISSUES PRIORTO TOP OF WALL PINNINGCONTRACTOR IS TO PROVIDETEMPORARY TOP OF WALLBRACING UNTIL GARAGESLAB-ON-GRADE IS IN PLACE(HOOKS INTO GARAGE SLABPROVIDE REQUIRED TOP OFWALL LATERAL SUPPORT) CLEAR HEIGHT BACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETE STRIPFOOTING PER CODE OR BY BUILDINGDESIGNER, AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN AT LEFT8" MIN. C.I.P. CONCRETEFOUNDATION WALL-SEEREBAR TABLE 6/F1 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON 2/F2FLOOR TO SILLCONNECTION SEE 1/F2WOOD FLOORSYSTEM BY OTHERSSLOPE GRADE AWAYFROM FOUNDATION2x6 MIN SILL PLATECLEAR HEIGHT OF 8'-0" OR LESS(2)#4xCONT. HORIZONTAL BARSCLEAR HEIGHT OF 8'-0" OR MORE(3)#4xCONT. HORIZONTAL BARSGENERAL STRIP FOOTING SIZE GUIDEONE-STORYSTRUCTURE16" WIDE x 8" THICK20" WIDE x 8" THICKTWO-STORYSTRUCTURE20" WIDE x 8" THICK26" WIDE x 8" THICK2000 PSFSOIL1500 PSFNOTE: TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOMEDESIGNER AND IS BASED ON 25'-0" FLOOR SPANS & 50'-0" ROOF SPANSCONCRETESLAB-ON-GRADEPLACED TIGHT TOFOUNDATION WALL6"MIN.3'-0" MAX GRADE HEIGHT ABOVE 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 ORDRILLED AND EPOXY GROUTED6" MIN. THICK C.I.P.CONCRETEFOUNDATION WALLSLOPE GRADE AWAYFROM FOUNDATION12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS(1) #4 x CONTHORIZONTAL BARAT TOP OF WALLFRAMING & SILLPLATE BY OTHERSSLAB-ON-GRADEBY OTHERS#4x2'-0" DOWELS @ 72" O.C.MAX (5" MIN. EMBED)UNREINFORCED CONCRETESTRIP FOOTING SEE 5/F1(18" MIN WIDTH FOR CLAYBACKFILL OR 16" MIN WIDTH IF2'-6" MAX UNBALANCED BACKFILL)SCOPE OF DRAWINGS:THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED ANDCERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESEDRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANTTO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR.THESE DRAWINGS EXPIRE ON DECEMBER 31, 2020.D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 COPYRIGHT HANSON GROUP LLC 2020©DescriptionDateRevisionJanuary 1, 2020Project Number:Date:0.001F22Sheets: of2Print Name:Signed: License Number:Nick Hanson1-1-2046665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.CONNECTION INFOTOP OF WALL CONNECTION TOFLOOR SYSTEM1F2BRICK LEDGE INFO5F2WALL SECTIONAT WINDOW WELL LOCATIONS6F2STOOP INFO7F2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2F2BLOCKING DETAILFLOOR JOIST CONDITION3F2BLOCKING DETAILFLOOR TRUSS CONDITION4F2SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comVENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATIONWALL SEE 5/F1WOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS16" HIGH MAX x6" THICK MINSTEM6"MINWOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS6" MIN THICK STEM#4 DOWELS @ 36" O.C.EMBEDDED 24" INTOLOWER WALLFOUNDATIONWALL SEE5/F1VENEER ORSLAB-ON-GRADEBY OTHERS12"VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 2/F1 OR 3/F1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3'-0" MAX VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 4/F1SLAB-ON-GRADEFRAMING BYOTHERS6" MIN THICKSTEMDETAIL @ HIGH GRADESIM @ NON-BEARINGDETAIL @ LOOKOUTSIM @ FROST WALLDETAIL @ FROST WALLSw/ LOW GRADEDETAIL @ LOW GRADESIM @ NON-BEARING112"CLEARMINMAX#4 DOWELS @36" O.C.EMBEDDED 24"INTO LOWERWALL (CENTERIN STEMWALL)6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 2"Ø OR SQUARE WASHER SEE 2/F2FOR SPACING (7" EMBED MIN)-METAL STRAP ANCHORS TO BEINSTALLED AT MANUFACTUREREQUIVALENT SPACINGFLOOR SYSTEM, TYPE,SIZE, AND SPACING TO BEDETERMINED BY OTHERSRIM BOARD OR BRACINGMATERIAL BY OTHERS2x6 SILL PLATE MINIMUMFLOOR TO SILL CONNECTION ATEACH MEMBER SEE TABLE BELOWWASHER TO BE COUNTERSUNKFLUSH w/ TOP OF SILL PLATESEE FULL HEIGHT WALL SECTIONON 5/F1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****BACKFILL TYPECLEAR HEIGHT(SEE 5/F1)FLOOR MEMBERSPACING8'-0"9'-0"10'-0"16"19.2"A(4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBERSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)24"16"19.2"24"16"19.2"24"AAAAAAABAABBBBBCCCDDDDDDDCCONNECTION 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 ATEACH MEMBERCONNECTION CCONNECTION 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 MEMBER12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS*ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/F1)BACKFILL HEIGHT(SEE 5/F1)8'-0"9'-0"10'-0"7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS72"* 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWNSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS72"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 5/F1)BACKFILL HEIGHT(SEE 5/F1)8'-0"9'-0"10'-0"7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS48"** 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 ANCHORSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS60"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/AN/A10'-0" MAX TO T.O.S. 1'-8" MAX FLASHING & WOODPROTECTION BYOTHERSFLOOR FRAMING ORBLOCKINGFLOORCONNECTIONSEE 1/F2 &2/F2C.I.P. CONCRETEWALL SEEADJACENTPLANS FORTHICKNESS &MAXIMUM WALLLENGTHSSEE FULLHEIGHT WALLSECTION 5/F1FORREINFORCINGSTOOPSLAB BYOTHERS13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL10'-6" @ 8" WALL13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL10'-6" @ 8" WALL3'-0" FULL HEIGHT BASEMENTMIN FULL HEIGHT FULL HEIGHT EXAMPLE CORNEROR STRAIGHT WALLOPTIONS -TYPSTOOP AREA8" MIN C.I.P. CONCRETEWALL SEE FULL HEIGHTWALL SECTION 5/F1NOTES:1.ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTERWIDTH EXCEEDS DIMENSIONS SHOWN.2.STOOP WALLS REQUIRE MINIMUM 16" WIDE x 8" DEEP CONCRETE STRIP FOOTING.EXAMPLE '1'EXAMPLE '2'EXAMPLE '3'SLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONNOTE: 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.TYP * 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 ASTRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE.2x8 SILL PLATE TO BE USED w/MAXIMUM OF 112" OVERHANG(MAINTAIN 234" EDGE DISTANCETO BOTH CONCRETE AND INSIDEOF SILL PLATE) - VERTICAL LOADTRANSFER BY SUPPLIERBACKFILL BELOWEXTERIOR STOOP SLABSWITH COMPACTEDGRANULAR MATERIALTO FROST DEPTH(4'-0" MINIMUM)NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR@ BLOCKING SEE 1/F22 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 SHOWNOR SHIFT 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 2/F2 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.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 1/F22 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAYFROM FOUNDATIONIF 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 2/F2 FOR SPACING OFBLOCKING SYSTEM SHOWN10'-0" MAX 3'-8" MAX 2'-6" MIN OPENING 1'-6" MIN 3'-0" EACH WAY MIN112" TYP SLOPE GRADE AWAYFROM FOUNDATION#4 HORIZONTAL BARS @12" O.C. CENTERED INWALLS LAP AROUNDCORNERS AND HOOKINTO FOUNDATION WALL@ EACH SIDE (REFER TO5/F1 FOR HORZ. BARREQUIREMENTS w/ 8"C.I.P. WALLS)6" MIN C.I.P.CONCRETE WALL#4 VERTICAL BARS @EACH OUTSIDECORNER OF WELL(1)#4 x2'-0" DOWEL @EACH OUTSIDECORNER OF WELL (5"MIN EMBED)12" WIDE x 8" THICK MINSTRIP FOOTING(1) #4 HORIZONTALBAR AT TOP OF WALL(2) #4 HORIZONTAL BARSTOP & BOTTOM OFLINTEL EXTEND 24" MINPAST OPENING EACHEND (WOOD OR STEELOPTION BY OTHERS)WALL BEYONDPLACE (2) #4 VERTICALBARS FULL HEIGHT ANDONE ANCHOR w/IN 12" OFOPENING EACH END8" MIN C.I.P.CONCRETE WALLSLAB-ON-GRADEUNREINFORCED CONCRETESTRIP FOOTING SEE FULLHEIGHT WALL SECTION 5/F1LOOKOUTWALLSEE 3/F1GRANULARMATERIAL(SAND)SLOPEWINDOW WELLLADDER/ESCAPEMEANS BYOTHERS5'-0" EACH WAY MAXFLOOR SYSTEM BY OTHERS(DO NOT PLACE GIRDERS ORBEAMS OVER CONCRETE LINTELDESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL ATTHE DISCRETION OF THE BUILDER FOR ADDITIONALFROST PROTECTION AS REQUIRED PER SITE DESIGN6"MIN.A SECTION AD R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B3 2 Beam by others 6' 0" 1UNEXCAVATEDSTAIRWAYFLOOR TRUSSESBY OTHERSPORCH FRAMINGBY OTHERSOPTIONAL EGRESSWINDOW HEADER(2) 1-3/4"X7-1/4"X6'VERSA LAM LVLBEAM TO HANGOFF TRUSS.HANGER BY OTHERS.FLOOR TRUSSBY OTHERSB3B2B1B2B33' 8" 18' 0" 42' 0" 3' 0" 39' 0" 20' 10"7' 2"40' 0" 12' 0" 20' 4"15' 4"2' 0" 10' 0" 22' 0" 2' 0" 18' 0" 10' 0" ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 2 Beam by others 6' 0" 1B2B2B140' 0" 18' 0" 18' 0" 10' 0" ProductsPlotID Net Qty Product Length PliesB1 2 Beam by others 8' 0" 1B2 1 Beam by others 4' 0" 1B1B1B240' 0" 18' 0" 18' 0" 10' 0" UNEXCAVATEDSTAIRWAY4TH STALL OPT.AT THIS AREA20' 4"2' 0" 20' 10"38' 0" 2' 0" 10' 0" 10' 0" 19' 8"42' 0" 10' 0" Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5486-C-GRBy: Anthony EstevezDate: 2-1-17Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.3-14-19AE12-1-18AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5486-C-GRD.R. HORTONBASEMENT BEAMSDESIGN = L/360BASE MODELBASEMENT BEAMSWALKOUT OPTIONLOOKOUT OPTION4th STALL OPTION ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 1 Girder Truss by others 22' 0" 1B3 10 Beam by others 4' 0" 1Pt1 2 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 10' 0" 1STAIRWAYSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSPt1Pt1B2B3B1B3B3B3B3B3B3B3B3B342' 0" 40' 0" 39' 0" 3' 0" 19' 2"20' 10"Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5486-C-GRBy: Anthony EstevezDate: 2-1-17Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.1-3-19AE10-2-18AE6-30-17AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5486-C-GRD.R. HORTONUPPER FLOOR HEADERSDESIGN = L/360BASE MODELUPPER FLOOR HEADERSDETAIL N/A COPYRIGHT HANSON GROUP, LLC 2020©THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESMATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.DescriptionApril 1, 2020Project Number:Date:0.144S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550445486-C-GR ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Ryan Mack4-1-2046673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND ISEXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS w/ SUN ROOMTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONS w/ SUN ROOMMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANSUN ROOM OPTIONUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANCONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION5S1FRAMING DETAIL(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(5-FT) (5-FT)(5-FT)(5-FT)(6-FT)(4-FT)(4-FT)THIS BRACED WALL PANEL MAYBE ELIMINATED IF BRACED WALLPANEL AT STAIR IS INCREASEDTO 8-FT AS SHOWN DASHED(13-FT) (6-FT)(6-FT)(3-FT)(3-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE BRACED WALL LINE (5-FT)(5-FT)(5-FT)(5-FT)(18-FT)BRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE(3-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(5-FT)(5-FT)BRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)BRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)BRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(5-FT)(5-FT)(3-FT)(7-FT)PROVIDE TOP & BOTTOM OFWALL CONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL4th-STALL OPTIONS1FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 5/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-312"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-312"± COPYRIGHT HANSON GROUP LLC 2020© Print Name: Signed: Ryan Mack 3407 Kilmer Lane North Suite 4Plymouth, MN 55441Tel 612-708-3572 ofSheet: Drawing Date: Project Number: 11 6.338 May 8, 2020 S1 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota. License Number:5-8-20 46673Date: Project: Client: RevDate PROJECT SCOPE DESIGN OF THE CONNECTION OF MONO ROOF TRUSSES TO THE FRONT OF A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. GENERAL NOTES 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS AND TRUSS SHOP DRAWINGS FOR TRUSS "M" DATED 4-12-16 FOR MORE INFORMATION. 2.SCOPE OF ENGINEERING INCLUDES ITEMS SPECIFICALLY NOTED ABOVE ONLY. REVIEW OF REMAINING FRAMING UNLESS SPECIFICALLY NOTED IS NOT INCLUDED UNDER THIS SCOPE. 3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. 5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). MATERIALS WOOD:SPF STUD GRADE OR BETTER LOADS ROOF SNOW LOAD: 35-42 PSF ROOF DEAD LOAD: 15 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF WIND LOAD:115 MPH ULTIMATE EXP. B CODE 2020 MINNESOTA RESIDENTIAL CODE D R Horton 20860 Kenbridge Court #100 Lakeville, MN 55044 5485 Model Minnesota Construction 2x6 CONTINUOUS LEDGER w/ (2) 358" LEDGERLOKS @ 24" O.C. 2x4 CONTINUOUS LEDGER w/ 358" LEDGERLOK @ 24" O.C. 1'-4" MONO TRUSSES "M" BY SUPPLIER @ 24" O.C. FASTEN TRUSS TO LEDGER w/ USP RT4 CLIP PROVIDE 0.131"Ø x 3" TOENAIL EACH SIDE OF TRUSS COPYRIGHT HANSON GROUP LLC 2020© Print Name: Signed: Ryan Mack 3407 Kilmer Lane North Suite 4Plymouth, MN 55441Tel 612-708-3572 ofSheet: Drawing Date: Project Number: 11 6.338 May 8, 2020 S1 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota. License Number:5-8-20 46673Date: Project: Client: RevDate PROJECT SCOPE DESIGN OF THE CONNECTION OF MONO ROOF TRUSSES TO THE FRONT OF A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. GENERAL NOTES 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS AND TRUSS SHOP DRAWINGS FOR MORE INFORMATION. 2.SCOPE OF ENGINEERING INCLUDES ITEMS SPECIFICALLY NOTED ABOVE ONLY. REVIEW OF REMAINING FRAMING UNLESS SPECIFICALLY NOTED IS NOT INCLUDED UNDER THIS SCOPE. 3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. 5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). MATERIALS WOOD:SPF STUD GRADE OR BETTER LOADS ROOF SNOW LOAD: 35-42 PSF ROOF DEAD LOAD: 15 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF WIND LOAD:115 MPH ULTIMATE EXP. B CODE 2020 MINNESOTA RESIDENTIAL CODE D R Horton 20860 Kenbridge Court #100 Lakeville, MN 55044 5486 Model Minnesota Construction 3'-4" MAX. CROSS SECTION MONO TRUSSES BY SUPPLIER @ 24" O.C. MAX.2x4 CONTINUOUS LEDGER w/ 5" LEDGERLOKS @ 16" O.C. FASTEN EACH TRUSS TO LEDGER w/ (4) 0.131"Ø x 3" TOENAILS & SIMPSON H2.5A TIE INSTALLED w/ MIN. (4) NAILS INTO LEDGER FASTEN EACH JOIST TO TOP PLATES w/ (3) 16d NAILS FASTEN EACH STUD TO PLATE w/ SIMPSON A34 FRAMING ANGLE & FASTEN PLATE TO EACH JOIST w/ (3) 16d NAILS 6 12 Date Certificate Posted x Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: X R-10/R15 X X R-20 X R-20 X R-21 X R-49 X R-49 X R-30 X R-32 X X Not applicable, all ducts located in conditioned space R-8 MECHANICAL SYSTEMS X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:80000 Capacity in Gallons:Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Cfm's Capacity continuous ventilation rate in cfms:5 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Location of duct or system: Select Type furnace room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 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 Balanced Ventilation Capcity in CFMS: High: High: Mechanical Ventilation System 90 50%=88 90%=158 NAT GAS R-410A Cooling System Rating or Size SEER or EER 50 Output in Tons:3 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 53869 HEAT GAIN 29295 COOLING LOAD 35283Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances Model R-value0.30 PROG5042NRH67PV BA13NA036 Rheem Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 180 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SC48080S17 Average U-Factor (excludes skylights and one door ) U: 0.31 Heating or Cooling Ducts Outside Conditioned Spaces Bonus room over garage Describe other insulated areas Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Location of duct or system: Ceiling, vaulted Bay Windows or cantilevered areas Rim Joist (1st Floor+) Wall Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor DRHorton MN License Number BC605657 Mailing Address of the Dwelling or Dwelling Unit 18889 Hinton Ave Chokecherry Hill Plan ID 5486 East Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Community RADON SYSTEM Interior THERMAL ENVELOPE Either/OR, See Plans For Location Other Please Describe Here Below Entire Slab Total R-Value of all Types of InsulationType: Check All That Apply Non or Not ApplicableFiberglass, BlownFiberglass, Batts Insulation Location Foam, Closed CellFoam Open Cell 5486 East HVAC Load Calculations for DR Horton Lakeville, MN Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Thursday, November 16, 2017 Rhvac is an ACCA approved Manual J and Manual D 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. Sabre Plumbing & Heating 5486 East Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:5486 East Designed By:Michael Hoium Project Date:Thursday, November 16, 2017 Client Name:DR Horton Client City:Lakeville, MN Company Name:Sabre Plumbing & Heating Company Representative:Michael Hoium Company Address:15535 Medina Road Company City:Plymouth, MN 55447 Company Phone:763-473-2267 Company Fax:763-473-8565 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces East Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:1,328 CFM Per Square ft.:0.343 Square ft. of Room Area:3,874 Square ft. Per Ton:1,318 Volume (ft³):26,660 Building Loads Total Heating Required Including Ventilation Air:53,869 Btuh 53.869 MBH Total Sensible Gain:29,295 Btuh 83 % Total Latent Gain:5,988 Btuh 17 % Total Cooling Required Including Ventilation Air:35,283 Btuh 2.94 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D 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. Thursday, November 16, 2017, 3:30 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 5486 East Plymouth, MN 55447 Page 3 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 2.94 1,318 3,874 29,295 5,988 35,283 53,869 635 1,328 1,328 System 1 2.94 1,318 3,874 29,295 5,988 35,283 53,869 635 1,328 1,328 12x19 Ventilation 860 3,596 4,457 5,757 Supply Duct Latent 201 201 Return Duct 99 89 188 665 Humidification 5,412 Zone 1 3,874 28,336 2,101 30,437 42,036 635 1,328 1,328 12x19 1-Basement 1,098 4,249 0 4,249 11,005 166 199 199 2--6 2-Main Floor 1,192 13,820 2,101 15,921 14,825 224 647 647 6--6 3-Second Floor 1,584 10,266 0 10,266 16,207 245 481 481 5--6 Thursday, November 16, 2017, 3:30 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 5486 East Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 395.7 10,681 0 11,692 11,692 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544 15A-15sffc-8: Wall-Basement, concrete block wall, R-15 foam board to floor, no framing, no interior finish, filled core, 8' floor depth 624 1,846 0 0 0 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2620.6 14,819 0 2,264 2,264 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 8' floor depth 320 1,169 0 0 0 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 428.4 1,862 0 526 526 R49 16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles 1584 3,170 0 1,749 1,749 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 1098 2,579 0 0 0 P-32 R-32: Floor-Over open crawl space or garage, Custom, R-30 Blanket insulation, 3/4" Foamboard R- 2, any cover 400 1,044 0 96 96 Subtotals for structure:39,142 0 16,871 16,871 People:6 1,200 1,380 2,580 Equipment:901 4,116 5,017 Lighting:1250 4,263 4,263 Ductwork:3,559 290 729 1,019 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 155, Summer CFM: 155 5,757 3,596 860 4,457 Humidification (Winter) 14.76 gal/day :5,412 0 0 0 AED Excursion:0 0 1,077 1,077 Total Building Load Totals:53,869 5,988 29,295 35,283 Check Figures Total Building Supply CFM:1,328 CFM Per Square ft.:0.343 Square ft. of Room Area:3,874 Square ft. Per Ton:1,318 Volume (ft³):26,660 Building Loads Total Heating Required Including Ventilation Air:53,869 Btuh 53.869 MBH Total Sensible Gain:29,295 Btuh 83 % Total Latent Gain:5,988 Btuh 17 % Total Cooling Required Including Ventilation Air:35,283 Btuh 2.94 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D 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. Thursday, November 16, 2017, 3:30 PM NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 Cole Feriancek 05/19/2020 X KP