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HomeMy WebLinkAboutLA211055 - 17152 Draft Horse Boulevard-Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov 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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND 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. 2012C28' RIDGE VENT8:128:128:128:128:124:1212' RIDGE VENT8:128:128:124:12 SADDLE14' RIDGE VENT 8' RIDGE VENT AAAABBBBCCCCEEEEDDDD8:128:126' RIDGE VENTROOF PLAN1/8"=1'-0"AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIMHARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIM 1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIM3 1/2" TRIM 5" TRIM3 1/2" TRIM5" TRIMF128STEEL PANEL OVERHEAD DOORXXXXXICE & WATERALUMINUM FLASHINGBEHIND STOOPFFFDD1'-0"1'-0"1'-0"8 1/2" HEEL 8 1/2"HEEL1'-0"8 1/2"HEEL1'-0"8 1/2"HEEL FADDRESS NUMBERDFD128D8:12 PITCH8:12 PITCH4:12 SADDLE4:12 PITCH1x6 1/4"6-1/4" FROM TOP OF THRESHOLDTO TOP OF JOISTDAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDRO 24"x36"4'-0"2030 FX1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725451-A-3.0WHITNEYDRAWN: 11-20-2015-AWSPEC/RESIDENCECUST:PC#657: 8-13-2019-LLPC#842,850: 1-1-2021-LLPC#1038,1039: 9-13-2022-RKPC#1040,1041,1042: 9-13-2022-RKR.O.24"x36"2030 FX3'-11 1/2"5450 A-FRONTTOTAL FRONT FASCADE: 623 SQ FTSTONE: 124 SQ FT- 20.0%SIDING: 499 SQ FT-80.0%RAIN DIVERTERREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTEN8" TRIMTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN5/4" x 3" - WOODGRAINOVER5/4" x 10" - WOODGRAINWOODGRAIN PANEL5/4" x 3" - WOODGRAIN5/4" x 10" - WOODGRAIN10" SQUARE COLUMN9 1/2"9 1/2"6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM(SIDES)4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)2"=1'-0"1/4"=1'-0"30°EXTEND VALLEYBEYOND HOUSEFRONT WALLBKT 7x12x4FYPON(TYPICAL)1xLEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"128AF42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTHA8:12 PITCH1'-0"1'-0"1'-5"A1281'-0"1'-0"8 1/2"HEEL ASPHALT SHINGLESFLASH OVER ALL EXT OPGS42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTH8:12 PITCH8:12 PITCH6 3/16" HEEL FFA8:12 PITCH8:12 PITCH8:12 PITCH128WINDOW W/ OPTIONAL8 1/2"HEEL 1288:12 PITCH40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2VINYL SIDINGPERMIT/CONSTRUCT PLANS17152 DRAFT HORSE BLVDLOT 14 BLOCK 7 - BROOKSHIRESecure door closed until deck isconstructed with a separate permit.1-1/4"Required sizing takenfrom previous submittal.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/06/2023dmathews MFD FLOOR TRUSSES INSTALL PER MFRS SPECS MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 7'-7"5'-4"5'-3 1/2"5'-6 1/2"UP16R7'-4"4'-3"5'-6 1/2"A/C13'-0 1/2"6'-10"12'-11"4'-8"11'-4"6'-0"36'-0"12'-6" 50'-0"7'-0"24'-0"19'-0"26'-0"50'-0"19'-6"11'-6"1'-7 1/2"1'-7 1/2"1'-4 1/2"1'-10 1/2"44'-0" 18'-6" 2'-0" 52'-0" 3'-6" 10'-0" 5'-0"19'-0"18'-0"4'-0"5'-9"13'-2"4'-0"19'-6"6"6"16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.16'-3"8'-3" M.O.8'-3"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADEMIN. 3'-6" BELOW GRADE6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLTYP. WINDOW HEAD HEIGHT AT 6'-11 3/8" 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/MFRBASEMENT PLAN1/4"=1'-0"FUTURE BEDRM235 SQ. FT.FUTUREW.I.C.FUTUREFAMILY RM860 SQ. FT.UNFINISHEDSTORAGE / MECH.R/I3/4B52 SQ. FT.TPH36"16"x8" CONC. FTG.6" CURB, 2" LEDGEPOURED CONC. WALL8" THICK, 8'-4" HIGH2'-0"19'-4"11'-2"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH2-82-62-41'-11"HDR2-4DROPPED BEAMCONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x12ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL2x6 BRNG WALL2x6 BRNG WALLUNEXCAVATEDSUMP16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHThese 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. 2012C3.0XWHITNEY 5451-A-3.1PC#1052,1063,1069: 12-14-2022-LLPC#1032: 9-29-2022-RK19'-0"6'-0"20'-2"13'-7"5'-0"1'-7"1'-0"6"6"11'-8"6"6"6"6"6'-0"FILL14"x8" CONC. FTG.MIN. 3'-6" BELOW GRADEPOURED CONC. WALL6" THICK16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH6" CURB, 2" LEDGE1'-4"8"8"CANT.BEAM2640 CSMT.EGRESS WINDOW4'-4"6'-0"SLEEVEDRAIN TILEDROP EGRESS FOUNDATION 6"4'-4"8'-0"14'-0"50'-0"2'-0"ACHVWHF.D.1'-4"8"BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMMAX.BRACINGFOUND.SYSTEM4'-0"4'-0"BRACINGFOUNDATIONSYSTEMMAX.FBFULL/LO BSMT4'-0"BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEM4'-0" MAX 4'-0"BRACINGFOUNDATIONSYSTEMMAX.BRACING ATFOUND.COCKSILL3'-1"FULL BSMT ONLYBRACING ATFOUNDATIONBRACING ATFULL BSMT ONLYFOUNDATIONBRACING ATFULL BSMT ONLYFOUNDATION13'-2"20'-6 1/2"5'-9"POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH4'-11 1/2"DROPPED BEAMRADONVENT PIPE30x30x12CONC. PAD FTG.B.P.DROPPED BEAMNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS36x36x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE36x36x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE34x48 FBGLSHOWERSURROUNDFOOTINGSLEEVE IN30x30x12CONC. PAD FTG.1484 SQ. FT.1/2"=1'-0"PORCH SKIRT DETAIL1/2"=1'-0"FRONT PORCH LEDGER SECTION6 1/4"7 1/4"6 3/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST4-1/2" FROM1 1/2"AND BELOW 2x8 &2x10 TRTD LEDGERSTRTD 2X8 JOISTS16" O.C.(8) 10d COMMON NAILSTRTD. 2X10 RIPPED(TOP OF FOUND TOBOTTOM OF DECK JOIST)5/4" DECKINGRIM BOARD1-1/8" OSB18" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHER1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACINGAND WOOD BLOCKINGSEE PAGE 5 FOR DETAILS34x34x14CONC. PAD FTG.NOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOMADD DROPPED SOFFIT WHENBASEMENT IS FINISHEDDROPPED BEAMWINDOW & DOOR SCHEDULE-FULLCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC2540 CSMT0.2728 3/4" X 48 1/2"#1BEDROOM0.255040 SLIDER0.2960" X 48"1FAMILY ROOM0.322540 CSMT.3 1/2x5 1/2 VERSA COLUMN1/2"=1'-0"FRONT PORCH LEDGER DETAIL18"FLOORTRUSSES 3/4"1st FLOOR WALLSSUBFLOOR9'-1 1/8"BASEMENTWALLS 3/4" SUBFLOOR6 1/4"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL.2""MIN...5 1/4"2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE16" O.C. UNDER 10'-0" SPAN12" O.C. OVER 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.FLOOR TRUSSESBLOCKING, LAID FLAT(2) TRTD 2x12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2x12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDELAG SCREWS1/2" DIAMETERINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BEUSP LTS19-TZ STRAPS TO BE ATTACHED TO DECK JOISTOR 2X12 BLOCKING AND ANCHORED INTO FLOOR TRUSS.(4) STRAPS PER DECK/PORCH, RATED AT 750# EACH,TO BE SPACED EVENLY. MAX 24" FROM END OF DECK LEDGERMINIMUM 3" PENETRATION THRU OSB RIM & FLOOR TRUSSCOCKSILLSIMPSON DTT1Z ORSIMPSON DTT1Z ORSIMPSON DTT1Z OR5 1/2x5 1/2 VERSA COLUMN4-2x6's or10X48 FOOTINGS6'-4"EGRESS WINDOWSDROP WELL FOUNDATION 6"5040 SLIDERSLEEVEDRAIN TILEPERMIT/CONSTRUCT PLANS17152 DRAFT HORSE BLVDLOT 14 BLOCK 7 - BROOKSHIREPLAN OPTIONS2ND EGRESS WINDOW WELLCONCRETE FRONT PORCH (2)11-7/8 Versa-Lam(2)11-7/8 Versa-Lam(2)11-7/8 Versa-Lam(2)9-1/2 Versa-Lam(2)7-1/4 Versa-LamUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. WALL SECTION 2F1 RETAINING WALL TYPESTAIRWAY FOUNDATION WALL(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.8" MIN. C.I.P.CONCRETE WALLVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"2" 3" 8'-4" MAX.SLAB-ON-GRADE WOOD WALL 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.FRAME WALL ABOVESLAB-ON-GRADE &INSULATION BY OTHERS6" MIN. C.I.P. CONCRETESTEM WALL(2)7-1/4 Versa-Lam(3)7-1/4 Versa-Lam 44'-0" 25'-6"5'-6"13'-0"50'-0"21'-0"5'-0"19'-0" 52'-0"6'-4"7'-0"24'-0"12'-8"26'-0"50'-0"19'-6"11'-6"9'-9"9'-9"5'-6"6'-0"2'-3"6'-4"4'-4"2'-6"3'-6"2'-0"13'-6"21'-6"5'-2"8'-4"5'-10"19'-4"11'-2"2'-0" 5 1/2" 5'-0"13'-0" 18'-0"4'-0"1'-4" 4'-0" 2'-8" 52'-0"4'-4"4'-0"1'-5"4'-1 1/2"4'-8 1/2"2-42-816x7 OVERHEAD DOOR8x7 OVERHEAD DOORFLOOR LINE ABOVE FLUSH BEAM 8" 6"6" 6'-5"6'-7"6'-6"19'-0"5'-0"4'-0"4'-0"4'-0"7'-0"7'-0"2-02-03-02W 3050 SH(3) 2020 FX3050 SH3050 SH3050 SH3050 SH3050 SH2W 3050 SHFLEX RMHD-FLRDINETTEHD-FLRFAMILYROOMCPT.GARAGESLOPE TO DOORS4" CONC FLOOR713 SQ. FT.TYPICAL 2x6 GARAGE WALLSMUD ROOMHD-FLRFOYERHD-FLRPANTRYHD-FLR2-87"x12" DROPPED SOFFIT 12" DROPPED SOFFITSTEPSMFD I-JOISTS INSTALL PER MFRS SPECS MFD I-JOISTS INSTALL PER MFRS SPECS MFD I-JOISTSINSTALL PER MFRS SPECSCANT.BEAMDN16R2x6 BRNG WALL2x6 BRNG WALL2x6 BRNG WALLFLUSH BEAMDROPPED BEAM6'-11 1/2"1ST FLOOR PLAN1/4"=1'-0"1618 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/MFRThese 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. 2012C4.0XRADONVENT PIPE3-0 x 8-0 OPG3-0 x 8-0 OPGON ALL WALLS & CEILINGGYP. BOARDNOTE: 22x30 ATTIC ACCESS 1'-0" FROM HOUSEDROP PLATES1'-0" FROM HOUSEDROP PLATES5 1/2"6'-4" 3-6 x 8-0 OPG. 1'-4"4'-0"36'-0"14'-0"2'-0" 12'-10 7/8" 1 1/2"CPT.UP15RUP 1R 2x6 WALL4'-9 3/4"INSIDE FRAMING5-1/4" BEARING4-2x6 COLUMN2X8 WALL19'-0"19'-6"13'-2"6'-4"6'-6"6'-8"5'-4"2'-8"5"12'-0"6'-10"5"18'-10"8"2'-11"3'-5"CONC. STEPSCANT.BEAMDROPPED BEAM8"8"CONC. PORCH16" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAM3'-6"117 SQ. FT.LENGTH REQ'D5-1/4" BEARING4-2x6 COLUMN (Boise)LENGTH REQ'DWHITNEY 5451-A-3.1PC#1052,1063,1069: 12-14-2022-LLPC#1032: 9-29-2022-RK5-1/4"x5-1/4" COLUMN (LPi)MFD TRUSSES AT 24" O.C.TPH 24" TOWEL BAR9'-8"5'-4"2-4BATH #4HD-FLR36"2-65-09'-2"3'-6"3'-1"34x48 FBGLSHOWERSURROUNDBEDRM #5CPT.12'-6"7'-8"4'-10"2'-6"6068 SGDWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#2W 3050 SHFLEX RM1BEDROOM #52W 3050 SH1DINETTE3050 SH41FAMILY ROOM3050 SH0.310.3172 1/8" X 60 1/4"0.3172 1/8" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.313"CPT.HD-FLR2x4 WALLS AT9'-6"35" A.F.F.CORBELSTRUCTURAL0.3172 1/8" X 80"0.326068 SGDDINETTE1FLEX RM13W 2020 FX72" X 24"0.310.303-0 DOOR0.3138.25" X 83.25"FOYER0.231REF.END PANEL OVENSDROPPED BEAM20 AMP.MICRO HOODCIRCUITCOOKTOPKIT.HD-FLR2'-3"5'-8 3/8"3'-2"2'-3 1/4"2'-3 1/4"6'-11 1/4"12" O.H.(3 SIDES)DWVENT HOOD TO OUTSIDEGAS 3'-1 1/2"3'-1 1/2"7'-0"7" INSIDE FRAMINGINSIDE FRAMING OUTSIDE FRAMING 3'-4"1'-8"2'-0"FROM TOP OF SUBFLOOR TO BOTTOM OF FRAMING FRAME SOFFIT AT 7'-6 1/8" SL750 GAS F.P.R.O. 42 x 40 1/8 4'-8 1/2"WOOD RAILINGPERMIT/CONSTRUCT PLANS17152 DRAFT HORSE BLVDLOT 14 BLOCK 7 - BROOKSHIREPLAN OPTIONSGAS FIREPLACEKITCHEN TILE BACKSPLASH - 1/2 OFFSETSIGNATURE KITCHEN W/GAS COOKTOPWASTE BASKETCONCRETE FRONT PORCH IRRIGATION SYSTEMSTAIR RAILINGTILE BACKSPLASH 1/2 OFFSET TILE BACKSPLASH 1/2 OFFSETIRRIGATIONSYSTEM (2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)14" Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam(3)24" Versa-Lam (1)14" Versa-Lam (1)14" Versa-Lam 3.5PFHPFH77665555(2)7-1/4 Versa-Lam 13'-11"4'-6"8'-5"4'-6"12'-8" 7'-6"6'-4"12'-2" 44'-0"4'-0" 48'-0"50'-0"14'-0"14'-8"50'-0"13'-2"5'-10"7'-8 1/2"10'-9 1/2"19'-0"12'-6"18'-6"26'-0"20'-0"48'-0"3'-2"2'-6"14'-4" 2'-6" 5'-8"4'-6"19'-0"3-0 x 7-0 OPG.10'-0"6'-10"9'-2"3'-2 1/4"5'-6"6'-7"7'-2 1/2"6'-7"6'-7"6'-6"6'-8"2'-11"2'-11"6'-3"6'-3"7'-0"7'-0"7'-2"7'-6"7"4'-0 1/2"7"5 1/2"7'-0" HIGH SRO2ND FLOOR PLAN1/4"=1'-0"1830 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/MFR5'-0" INSIDE FRAMING2-62-611'-6 3/4"3'-6"2'-2"LINEN30"2x6 WALL2W 3050 SH2W 3050 SH3050 SH2W 3050 SH2'-3"9'-11"DN16R2-65-02-02-42-8BEDRM #2CPT.BEDRM #3CPT.BEDRM #4CPT.W.I.C.CPT.BATH #3HD-FLRTPH24"TOWELBARGIRDER TRUSSW/ WOOD CAP42" HIGH HALF WALLThese 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. 2012C5.0XWHITNEY 5451-A-3.1PC#1052,1063,1069: 12-14-2022-LLPC#1032: 9-29-2022-RK3040 SHTEMP GLGAMEROOMCPT.3'-1"3050 SH36'-0"2'-0"GIRDER TRUSS10'-4"4'-4 3/4"3'-8"3'-6"24" TOWEL BAR84"14'-2"7'-2"7'-1"7'-1"2-68'-4 1/4"2W 3050 SH2-42-42-42x6 WALLBEDRM#1CPT.W.I.C.CPT.BATH#1HD-FLRTPH 3-0 x 7-0 OPG.48"48"3'-0"5'-5"7"5-0 FBGLTUB/SHWRA.P.2-42-82-42-42-4WASHDRYCABTS.W.I.C.CPT.W.I.C.CPT.BATH #2HD-FLRTPH24" TOWEL BAR24" TOWEL BAR RADONVENT PIPE22x30ATTICACCESS5'-8 1/2"2-01'-6"2x6 WALL FILLER6" SPLASH2'-8"5'-3 1/4"INSIDE FRAMING4'-2 1/2" INSIDE FRAMING 4'-2 1/2" INSIDE FRAMING 4'-6"4'-4"34x48 FBGLSHOWERSURROUND135°135°135°CALL-OUT1WINDOW & DOOR SCHEDULE- UPPER LEVEL2W 3050 SHU-FACTORROUGH OPENINGLOCATIONSHGC#2W 3050 SH1LOFT13050 SHBEDRM #4GAME ROOM2W 3050 SHBEDROOM #113040 SHBATH #11BEDRM #32W 3050 SH113050 SHBEDRM #2MFD TRUSSES AT 24" O.C. MFD TRUSSES AT 24" O.C. MFD TRUSSES AT 24" O.C.42x60 FBGL TUBPROVIDE ACCESSCENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR BATH W/1/2"=1'-0"SHOWER BASEFIBERGLASS BASE18"DETAIL 'A'36X60 FIBERGLASSCL16" @ 34" SHWR4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE SEATS 10-3/4"36"VALVE17-3/16" @ 36" SHWR1'-9 1/2"0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.314 1/2"NOTES:AMIXER VALVE IS ALWAYSCENTERED BELOW SHOWER HEADTHIS DETAIL REFLECTS MODEL #'s,HEIGHTS & LOCATIONS ONLY, ANDDOES REFLECT QUANTITIES PURCHASEDREFER TO DEC SELECTIONS FORSTD & OPTIONAL INCLUDED FEATURES2"HEIGHT OF SHOWER SHELVES TO BEDEPENDENT ON TILE SELECTIONSB3'-9"W/ CT SURROUNDSEE SHWRDETAIL 'A'34x60 FBGL BASEW/ 36" GLASS PANEL48" HIGH 2x4 WALLSHWRSHELVESPERMIT/CONSTRUCT PLANS17152 DRAFT HORSE BLVDLOT 14 BLOCK 7 - BROOKSHIREPLAN OPTIONSBATH #1 TILED SHOWER WALLSLAUNDRY ROOM CABINETS (2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam333.536666-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 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. 2012C6.0XWHITNEY 5451-A-3.1PC#1052,1063,1069: 12-14-2022-LLPC#1032: 9-29-2022-RKELECTRICAL PLAN1/4"=1'-0"FUTURE BEDRMFUTUREW.I.C.FUTUREFAMILY RMUNFINISHEDSTORAGE / MECH.R/I3/4BUNEXCAVATEDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLESDSGFI15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEUNFINISHED BASEMENTWPA/CACHVWHSUMPSMART HOMESYSTEM RECEPTACLEWATER SOFTRECEPTACLEFILLLOW VOLTAGESYSTEM RECEPTACLEPERMIT/CONSTRUCT PLANS17152 DRAFT HORSE BLVDLOT 14 BLOCK 7 - BROOKSHIREPLAN OPTIONS2ND EGRESS WINDOW WELLCONCRETE FRONT PORCH ELECTRICAL PLAN1/4"=1'-0"BEDRM #2BEDRM #3BEDRM #4W.I.C.BATH #3SS S SS SDSDSS GFI SS S SWPSSSSS SSSSSSS SSWPGARAGEGFIFOYERPANTRYKIT.SD/CMDSSELECTRICAL PLAN1/4"=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. 2012C7.0XSCEILING FANW.I.C.S BEDRM#1ROUGH-INBATH#1S S GFI GFISSSS W.I.C.W.I.C.BATH #2SGFISSGFISSD/CMDSS1ST FLOOR2ND FLOORSPRINKLERSYSTEMRECEPTACLEUSBSD/CMDSDSDS SWHITNEY 5451-A-3.1PC#1052,1063,1069: 12-14-2022-LLPC#1032: 9-29-2022-RKFANLLFANFANBEDRM #5SSSGFI BATH #4SDLFANS FANLSTCHIMESHCPSLLLLLLGAMEROOMSL LLLLLLLLLLLLLLLLLLLLLDROUGH-INBLANK PLATECLROOMFAMILYLLLLLLSLLFLEX RMLDINETTELLLLL7'-10 7/8"10'-0 5/16"12'-1 3/4"8'-1 1/2"10'-2 15/16"12'-4 3/8"LSSCTECHTUBESS SSSUSBLLLS DI S P .SD WQUADOUTLET VENT HOOD TO OUTSIDEPEND.PEND.PEND.CDCD PERMIT/CONSTRUCT PLANS17152 DRAFT HORSE BLVDLOT 14 BLOCK 7 - BROOKSHIREIRRIGATIONSYSTEMPLAN OPTIONSGAS FIREPLACEKITCHEN TILE BACKSPLASH - 1/2 OFFSETSIGNATURE KITCHEN W/GAS COOKTOPWASTE BASKETCONCRETE FRONT PORCH IRRIGATION SYSTEMSTAIR RAILINGPLAN OPTIONSBATH #1 TILED SHOWER WALLSLAUNDRY ROOM CABINETS CONC. PORCH 9.0XWHITNEY 5451-A-3.1PC#1052,1063,1069: 12-14-2022-LLPC#1032: 9-29-2022-RK1/4"=1'-0"CROSS SECTION C-CCONC. STOOP16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-4"9'-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 FLOOR TRUSSESMFD I-JOISTSSLOPE TO DOORSW.I.C.GARAGE24'-0"1/4"=1'-0"CROSS SECTION A-A1'-0"8128 1/2"MFD TRUSS26'-0"MUDROOM4" CONC. FLOOR1'-0"8128 1/2"BEDRMBEDRM #59'-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. FLOORMFD FLOOR TRUSSESMFD I-JOISTS8121'-0"8128 1/2"1241'-5"6 3/16"DROPPED BEAM5'-4"FLEX RMPANTRYKITCHENDINETTEW.I.C.W.I.C.BEDRM #3BEDRM #2LAU.DROP PLATES 1'-0"AT 2-CAR PORTION OF GARAGE1'-0"6'-0"8"6 1/2" 9'-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. FLOORMFD FLOOR TRUSSESMFD I-JOISTSSLOPE TO DOORSBATH #3GARAGE22'-0"24'-0"1/4"=1'-0"CROSS SECTION B-B5'-0"1'-0"8128 1/2"MFD TRUSS812GIRDER TRUSS4'-0"42'-0"BEDRM #44" CONC. FLOORROOMGAMEROOMFAMILY19'-0"MIN. R-30SPRAY FOAM INSUL.INSUL. BACKERMIN. R-30 BATT. INSUL.2'-9"GIRDER TRUSS42'-0"2'-0"1/4"=1'-0"LONGITUDINAL SECTION D-D9'-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" POURED3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTSKITCHENBATHLAU.W.I.C.BATH #2W.I.C.6'-8" MIN HEADROOM HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM4) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA6'-8" MIN HEADROOM FLAT FRAME FORLIGHTING FIXTURE1'-0" 9'-3 1/2"21'-1"2'-7 1/2"20'-0"4128'-3 1/2"4'-8 3/8"UNDERSIDEFRAME UP TOOF STAIRS10X48 FOOTINGSThese 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. 2012CPERMIT/CONSTRUCT PLANS17152 DRAFT HORSE BLVDLOT 14 BLOCK 7 - BROOKSHIRE 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. 2012C10.0XWHITNEY 5451-A-3.1PC#1052,1063,1069: 12-14-2022-LLPC#1032: 9-29-2022-RKATTIC VENTILATIONHOUSE: 1882 SQ. FT.451.67 NET FREE VENT NEEDED AT RIDGE54' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 972 PROVIDEDFULLY VENTED SOFFITSVENT 1/300th OF ROOF AREA50% TO 80% NEAR RIDGEREMAINDER IN SOFFITPER IRC SECTION R806451.67 NET FREE VENT NEEDED AT SOFFITGARAGE: 448 SQ. FT.107.52 NET FREE VENT NEEDED AT RIDGE14' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 252 PROVIDEDFULLY VENTED SOFFITS107.52 NET FREE VENT NEEDED AT SOFFITGARAGE 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.TYPICAL 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 TRUSSESAIR CH U T ES 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 WATERPROOFINGTREATED 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)APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGS4 MIL. POLY VAPOR / AIR BARRIERW/ APPROVED SEALANTGYP BOARD1/2" 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 HANSON 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 ATRUNNING 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 FACEW/ VAPOR BARR.5/8" GYP. BD.9'-1 1/8"10'-3 7/8"9'-8 3/4"8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTSGARAGE4" CONC. FLOOR1/4"=1'-0"LONGITUDINAL SECTION E-E30'-6"BEDRM #31'-0"8128 1/2"12'-0"18'-6"19'-6"FOYERFLEX RMBEDRM #4(3) 24" LVL BEAMDROP PLATES 1'-0"AT 2-CAR PORTION OF GARAGE1'-0"(3) 24" LVL BEAM1'-0"1/2" OSB2x614" MFD I-JOISTS2'-2"1'-2"MIN. R-30 BATT. INSUL.LIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLE14" TO TOP OFSTONE 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 DETAILR-30 BLOWN-IN3/4" SUBFLOOR6" ROUND DUCTWORKMANUFACTURED I-JOISTSR-8 INSULATION WRAPGYP. BD.SPRAY FOAM INSUL.AROUND DUCTWORKCLOSED CELL1" CLOSED CELLSPRAY FOAMINSULATIONMFD I-JOISTSPERMIT/CONSTRUCT PLANS17152 DRAFT HORSE BLVDLOT 14 BLOCK 7 - BROOKSHIRE 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.April 13, 2020Project Number:Date:0.144S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550445450-A-GL 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.Print Name:Signed: License Number:Ryan Mack46673Date: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.CONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1PARTIAL 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 LOOKOUT FOUNDATIONSMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLAN(4-FT)(4-FT)(4-FT) (6-FT)(6-FT)(6-FT)(6-FT)(3-FT)(3-FT)(3-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(7-FT)(7-FT) (5-FT)(5-FT)(5-FT)(5-FT)(3.5-FT)(4-FT)(4-FT)(6-FT)(6-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINES1FRAMING 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 HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL 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 PANELS1'-712"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-712"±CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION5S1FRAMING DETAIL(3.5-FT)THIS BRACED WALL PANEL MAYBE ELIMINATED IF BRACED WALLPANEL AT STAIR IS INCREASEDTO 10-FT AS SHOWN DASHEDDescriptionDateRevision10-12-21Bracing Changes10-12-211 2x4 CONTINUOUS LEDGER w/358" LEDGERLOKS @ 16" O.C.2x4 CONTINUOUS LEDGER w/358" LEDGERLOKS @ 16" O.C.VERTICAL 4x4 BLOCKING @ 24" O.C.CENTERED ON TENSION TIEFASTEN TOP OF EACH TRUSS TO 4x4BLOCKING w/ SIMPSON DTT1Z TENSIONTIE INSTALLED w/ 8" LONG SIMPSONSDWS TIMBER SCREW AS SHOWNFASTEN BOTTOM OFEACH TRUSS TO LEDGERw/ SIMPSON H3 CLIP4122'-9"INSTALL (2) 6" LONG SIMPSON SDWS TIMBERSCREWS THROUGH BOTTOM PLATE INTO 4x4INSTALL (2) 6" LONG SIMPSON SDWS TIMBERSCREWS THROUGH TOP PLATES INTO 4x4FLOOR JOISTS BY SUPPLIERPROVIDE 2x4 MIN. BLOCKING TOP &BOTTOM OF TRUSSES @ 48" O.C. INSTALLw/ TOE NAILS EACH END FOR STABILITY3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3"LONG NAILS TOP & BOTTOMNAIL SHEATHING TOBLOCKING w/ (8) ADDITIONAL0.131 Ø x 3" LONG NAILSROOF TRUSSES BYSUPPLIER @ 24" O.C. MAX.CROSS SECTIONProject Number:Date:1Sheets: ofI 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.Print Name:Signed: License Number:Date:S1Ryan Mack466733407 Kilmer Lane NorthSuite 4Plymouth, MN, 55441Tel 612-708-3572www.hansongroupmn.comCOPYRIGHT HANSON GROUP LLC 2020©Project:Client:RevDescriptionDateMay 22, 20206.33815-22-20D R Horton20860 Kenbridge Court #100Lakeville, MN 550445450 ModelMinnesota ConstructionPROJECT SCOPEDESIGN 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 INDUSTRYPRACTICE, AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS AND TRUSS SHOPDRAWINGS FOR MORE INFORMATION.2.SCOPE OF ENGINEERING INCLUDES ITEMS SPECIFICALLY NOTED ABOVE ONLY. REVIEW OFREMAINING 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 PROCEEDINGWITH 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).MATERIALSWOOD:SPF STUD GRADE 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 CODE SCOPEDESIGN AND DETAILING OF A RETAINING WALL TYPE STAIRWAY FOUNDATION WALL FOR ASINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESEDRAWINGS AND STANDARD INDUSTRY PRACTICE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS FOR MOREINFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECTSCOPE ABOVE. THE DESIGN OF THE REMAINING HOME IS BY OTHERS.3.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFOREPROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.4.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIRINSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.5.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS ANANCHOR WITHIN 12" OF EACH END AS APPLICABLE.6.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48"MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS ANDINTERSECTIONS.7.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.8.BULKHEAD FOOTINGS FOR RETAINING WALL TYPE FOUNDATIONS AT STEP LOCATIONS. DONOT JUMP FOOTINGS.9.ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.10.STAIR FOUNDATION WALL IS TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING.MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. MAINTAIN LATERALBRACING UNTIL BOTH BASEMENT AND GARAGE SLABS ARE PLACED AND CURED.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,000 PSI WITHAN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:ANY OF THE FOLLOWINGSAND (TYPE I) geq = 30 PSF/FT (ACTIVE)SANDY CLAY (TYPE II) geq = 45 PSF/FT (ACTIVE)CLAY (GROUP III) geq = 60 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)LOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODES2020 MINNESOTA RESIDENTIAL CODEPARTIAL LOWER LEVEL PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1F1REFERENCE PLAN WALL SECTION 2F1 RETAINING WALL TYPESTAIRWAY FOUNDATION WALL2 F1 ALONG STAIR STANDARD 8'-4" TALL BASEMENTFOUNDATION WALLS &CONNECTIONS TO FLOORFRAMING PER FOUNDATIONGUIDELINE DRAWINGS TYP.COPYRIGHT HANSON GROUP, LLC 2022©DescriptionFebruary 24, 2022Project Number:Date:0.144F11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550445450 ModelAll ElevationsMN 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:Garrett Brunell2-24-2252600Date: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.(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.8" MIN. C.I.P.CONCRETE WALLVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"2" 3" 8'-4" MAX.SLAB-ON-GRADE WOOD WALL 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.FRAME WALL ABOVESLAB-ON-GRADE &INSULATION BY OTHERS6" MIN. C.I.P. CONCRETESTEM WALL Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 5450 Walkout HVAC Load Calculations for D.R. Horton Lakeville Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Wednesday, June 24, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5450 Walkout Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:5450 Walkout Designed By:Jake Ryan Project Date:6/24/2020 Project Comment: Client Name:D.R. Horton Client City:Lakeville Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, MN 55120 Company Phone:651-900-7053 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces 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 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%72 42 Check Figures Total Building Supply CFM:1,389 CFM Per Square ft.:0.277 Square ft. of Room Area:5,018 Square ft. Per Ton:1,565 Volume (ft³):41,762 Building Loads Total Heating Required Including Ventilation Air:63,648 Btuh 63.648 MBH Total Sensible Gain:30,808 Btuh 80 % Total Latent Gain:7,659 Btuh 20 % Total Cooling Required Including Ventilation Air:38,468 Btuh 3.21 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\5450 B - Whitney - Walkout Heat - East.rh9 Wednesday, June 24, 2020, 9:28 AM 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 Alexis Flores 3/29/23 X PM