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LA211150 - 17136 Draft Horse Boulevard-Permit Pack
RESIDENTIAL 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. 2019CNORTHERN CRAFTSMAN1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725511-BBRIDGEWATER IISPEC HOMECUST:BRIDGEWATER II-5511-BPC#1052,1063: 12-22-2022-LLPC#1031,1032: 10-10-2022-RKPERMIT/CONSTRUCT:3-27-23-AFROOF PLAN1/8"=1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"34' RIDGE VENT12' RIDGE VENT 8:128:126:126:121'-0"1'-0"1'-0"1'-0"AAAABBBBCCCC6:126:121'-0"1'-0"6:124:121'-0"1'-0"8' RIDGE VENT8:12 EYEBROW554 TOTAL COVERAGE111 STONE COVERAGE (20.03%)HARDBOARD 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 TRIMAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" TRIM5" TRIM5" TRIM1-1/2"1"3 1/2" TRIMSTEEL PANEL OVERHEAD DOORXXXXXADDRESS NUMBERICE & WATERALUMINUM FLASHINGBEHIND STOOP1x6 1/4"6-1/4" FROM SUBFLOORTO TOP OF JOISTF6:12 PITCH1288" TRIMDBKT11x20FYPON(TYPICAL)AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED8:12 PITCHF6:12 PITCHFREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENFALSE CORNER14'-8"1261'-4"2'-0"3'-2" WOODGRAIN PANEL5/4" x 5" - WOODGRAIN5/4" x 10" - WOODGRAINWOODGRAIN PANEL4/4" x 3" - WOODGRAIN(FRONT & REAR)6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM11 1/4" AT TOP 11 1/4" AT TOP1'-4"11 1/4"3'-5"1/2" OSBOVER 2xTREATED FRAMEBEAM1/2" OSBOVER 2xTREATED FRAMEWOODGRAINPANELWOODGRAIN5/4" x 10"FLASHINGSTONE CAPSTONE CAPTAPERED COLUMN WITHSTONE PIER1/4"=1'-0"1/4"=1'-0"2"=1'-0"2"=1'-0"(SIDES)16" AT BASE16" AT BASE30°LEFT ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"A42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTH1'-0"1'-0"8:12 PITCH12642" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTH1'-0"1261261'-0"1246:12 PITCHAA1'-0"1xREAR ELEVATION1/8"=1'-0"A6:12 PITCH1'-0"ASPHALT SHINGLESFLASH OVER ALL EXT OPGS42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.21'-0"4:12 PITCHAG8:12 PITCH2'-0"812PERMIT/CONSTRUCT PLANS17136 DRAFT HORSE BLVDLOT 15 BLOCK 7 - BROOKSHIREConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/06/2023dmathewsSecure door closed until deck isconstructed with a separate permit. BASEMENT PLAN1/4"=1'-0"TYP. 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/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. 2019C2.0XBRIDGEWATER II-5511-BPC#1052,1063: 12-22-2022-LLPC#1031,1032: 10-10-2022-RKPERMIT/CONSTRUCT:3-27-23-AFUP16R10'-9 3/4"DROPPED BEAM4'-3"6'-4 1/2"5'-6"2540 CSMT.EGRESS WINDOW6'-0"SLEEVEDRAIN TILEDROP WELL FOUNDATION 6"WHF.D.HVACNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS16'-3" M.O.UNFINISHEDSTOR.256 SQ. FT.FUTUREFAMILY RM349 SQ. FT.FUTURE BEDRM151 SQ. FT.3'-8"4'-4" 2'-8"10"6"8"48'-0" 43'-0" 16'-6"8'-0"18'-6"36'-0"4'-4"13'-8"8'-0"2'-10"10'-6"6'-6"10'-0" 44'-0" 19'-0"23'-0" 16'-6"2'-6"20'-0"7'-11 3/4"8'-0 1/4"10'-6 1/4"4'-10 1/4"10'-6"6'-6"2-62-820'-4"46'-0"20'-10"2'-3 1/2"2'-3 1/2"16'-3"6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHR/I3/4B56 SQ. FT.SLEEVEDRAIN TILESLEEVEDRAIN TILE18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.2x6 BRNG WALL2x6 BRNG WALLCONC PAD FTG30x30x12CONC PAD FTG30x30x121'-0"21'-4"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHSUMPRADONVENT PIPEMECH.2-42 3/4"11'-6"2'-0"8'-3" M.O.SLEEVEDRAIN TILE2'-8" 5'-2"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE7 1/2"8'-3"1'-1 1/2"10'-0"UNEXCAVATED4'-0"CONC PAD FTG30x30x126'-6"2-42'-6"2-436"36x48 FBGLSHWR3'-0"COCKSILLCOCKSILL15'-0"1/2"=1'-0"FRONT PORCH LEDGER SECTION6 1/4"7 1/4"6 3/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST6-1/4" 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 TRUSSES1/2" DIAM LAG SCREWMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS(GALV. OR STAINLESS STEEL)4'-0"4'-0"WINDOW & DOOR SCHEDULE-FULLCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC2540 CSMT0.2728 3/4" X 48 1/2"#1BEDROOM0.255040 SLIDER0.2960" X 48"1FAMILY ROOM0.321x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACINGAND WOOD BLOCKINGSEE PAGE 5 FOR DETAILS2x12 BLOCKING2x12 BLOCKINGPORCH SKIRT DETAIL1/4"=1'-0"BRACING ATFULL BSMT ONLYFOUNDATIONBRACING ATFULL BSMT ONLYFOUNDATIONBRACINGFOUND.4'-0"BRACINGFOUNDATIONSYSTEM4'-0"MAX.BRACINGFOUNDATIONBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.FULL/LOOKOUT ONLYFULL/LOOKOUT ONLYBRACINGFOUNDATION12'-0"11'-7"4'-5"4'-6"12" VOIDIN FOOTING(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHERSIMPSON DTT1Z ORSIMPSON DTT1Z OR82 SQ. FT.STAIRS1/2"=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 TRUSSSIMPSON DTT1Z OR1018 SQ. FT.W/ WOOD CAP42" HIGH HALF WALL14"x8" CONC. FTG.POURED CONC. WALL6" THICKMIN. 3'-6" BELOW GRADEFILL4'-6"2'-0"5'-0"15'-2"9'-4"15'-10"6'-4"EGRESS WINDOWS4'-4"DROP WELL FOUNDATION 6"5040 SLIDERSLEEVEDRAIN TILEPERMIT/CONSTRUCT PLANS17136 DRAFT HORSE BLVDLOT 15 BLOCK 7 - BROOKSHIREPLAN OPTIONS2ND EGRESS WINDOW WELL CONCRETE FRONT PORCH (2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)9-1/2 Versa-LamUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. MICRO HOOD20 AMP.CIRCUITRANGE2x6 WALL 5'-7" 5'-6" CABTS.3'-6" TOP5'-10" TOP UP16RGREATROOMCPT.1ST FLOOR PLAN1/4"=1'-0"1114 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/MFRDININGHD-FLRKIT.HD-FLRPANTRYHD-FLRMUDROOMHD-FLR36'-0"8'-8 1/2"7'-3 1/2"7'-10"12'-2"SUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW3040 SH6068 SGD3050-3 SHGARAGESLOPE TO DOORS4" CONC FLOORTYPICAL 2x6 GARAGE WALLSFOYERHD-FLR1/2BHD-FLRPED.DN16RDROPPED BEAMDROPPED BEAM2x6 WALLW.I.C.HD-FLR2-82-42-42-42-43-044'-0"19'-0"23'-0"16'-6"2'-6"46'-0"20'-10"10'-5"10'-5"1'-0"21'-4"20'-4"8'-4"5'-4"6'-8"48'-0" 43'-0" 16'-6"8'-0"12'-7"5'-11"6'-0"4'-8"2'-7"3'-4"10'-6 1/4"5'-1 3/4"CARPETHD-FLR8'-10"6'-2"16x7 OVERHEAD DOOR14" MFD I-JOISTS ABOVE INSTALL PER MFRS SPECSDROPPED BEAMTPH24" TOWEL BARThese 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. 2019C3.0XBRIDGEWATER II-5511-BPC#1052,1063: 12-22-2022-LLPC#1031,1032: 10-10-2022-RKPERMIT/CONSTRUCT:3-27-23-AF2020-3 FX6'-1 3/8"6'-5 5/8"RADONVENT PIPE2x6 WALL14" MFD I-JOISTS ABOVE INSTALL PER MFRS SPECS REF.8" 15'-4" INSIDE FRAMING8x7 OVERHEAD DOOR2'-8"22x30ATTICACCESS5'-2" 2'-0"10'-0"4'-9"5'-3"746 SQ. FT.FLUSH BEAM 5'-0"15'-2"10'-8"4'-6"2'-2"2'-4"5'-2"5'-6"8"TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN8"4'-4"8"COVEREDCONC. PORCH79 SQ. FT.CONC. STEPSCANT. BEAM8"4'-4 1/2" INSIDE FRAMING 14'-8"DW4'-0"4'-0"W/ WOOD CAP42" HIGH ANGLED WALL7'-2 1/4"3'-7 1/2"WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#STUDY11KITCHEN3040 SH3W 3050 SHGREAT ROOM10.310.310.3136 1/4" X 48"0.310.31108" X 60 1/4"0.31STUDY10.310.303W 2020 FX72" X 24"6'-6"ON ALL WALLS & CEILINGGYP. BOARDNOTE: 35" A.F.F.2x6 WALLS FRAMEDPANTRY2'-3"3'-4"2-80.3172 1/8" X 80"0.326068 SGDSTD DINING12x4 FURR WALLDBL 2x4 WALLSTUDYCPT.(2) 2-02W 3050 SH72 1/8" X 60 1/4"VENT HOOD TO OUTSIDE 3-0 DOOR0.31FOYER0.23138.25" X 83.25"GAS FPR.O.= 42 x 40 1/8"6'- 4 " 4'-9 1/4"GASIRRIGATIONSYSTEMPERMIT/CONSTRUCT PLANS17136 DRAFT HORSE BLVDLOT 15 BLOCK 7 - BROOKSHIRETILE BACKSPLASH1/2 OFFSETTILE BACKSPLASH 1/2 OFFSET BASKETWASTEPLAN OPTIONSGAS FIREPLACE #2 W/ BASE CABINETSKITCHEN TILE BACKSPLASH - 1/2 OFFSETWASTE BASKETIRRIGATION SYSTEMCONCRETE FRONT PORCH 555535377ShearwallPROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL2S2FRAMING DETAILFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.TYPICAL 2x6 STUDS @ 16" O.C.SIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 3/S2 FORALTERNATIVE OPTION)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DPFHPFH(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam(3)16" Versa-Lam(2)11-7/8 Versa-Lam(2)14" Versa-Lam (2)9-1/2 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)11-7/8 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. 2019C4.0X2ND FLOOR PLAN1/4"=1'-0"BRIDGEWATER II-5511-BPC#1052,1063: 12-22-2022-LLPC#1031,1032: 10-10-2022-RKPERMIT/CONSTRUCT:3-27-23-AF36'-0"6'-8"6'-10"6'-8"13'-4"3'-10"12'-0"44'-0"5'-6"5'-8"11'-4"12'-0"9'-6"2'-2"9'-2" 1'-0" 44'-0" 43'-0" 5'-10"8'-0"10'-2"10'-8" 4'-0"4'-0"36'-0"7'-0"6'-6"7'-4"14'-4"6'-10"3'-10"3'-2"13'-10"4'-0"7'-5"2'-4"4'-0"3'-2" 6'-7" 4'-9" 5'-0"15'-4"4'-0"7'-6"1'-2"5'-6"6'-4"10'-6 1/4"3050-2 SH3050 SH3050 SH3050-2 SH3050 SHW.I.C.CPT.W.I.C.CPT.BEDRM #1CPT.BATH #1HD-FLRBEDRM #3CPT.BEDRM #2CPT.BEDRM #4CPT.LAU.HD-FLRBATH #2HD-FLR2-82-62-42-42-62-42-42-42-42-62-42x6 WALL60"DN16RNOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR1485 SQ. FT.LIVING AREAW.I.C.CPT.W.I.C.CPT.W.I.C.CPT.42" HIGH HALF WALL W/ WOOD CAP 24" TOWEL BARTPH 24" TOWEL BAR MFD TRUSSES AT 24" O.C. 4'-0"4-0W42" HIGH HALF WALLW/ WOOD CAP2-62'-0"LINEN18"22x30ATTICACCESS8'-4"OPT. LAV.CENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR BATH #1 W/1/2"=1'-0"SHOWER BASEFIBERGLASS BASE18"DETAIL 'A'34X48 FIBERGLASSCL17-3/16" @ 36" SHWR16" @ 34" SHWR4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE SEATS 10-3/4"34"VALVE2-4RADONVENT PIPE2x6 WALL 15'-2"3'-2"3'-4"2040 SH4'-2"7'-10"TPHD1'-1"1'-7 1/4"4'-5"2020 FX2020 FX2020 FX3'-6"3'-6"TEMP66"TEMPWINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3050 SH10.3136 1/4" X 60 1/4"0.31STAIRSWIC10.31BEDRM #32W 3050 SH10.310.3172 1/8" X 60 1/4"32020 FX24" X 24"0.310.32BEDROOM #53050 SH10.3136 1/4" X 60 1/4"0.31BEDROOM #4BEDROOM #12W 3050 SH10.310.3172 1/8" X 60 1/4"3050 SH10.3136 1/4" X 60 1/4"0.31BEDROOM #2NOTES: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 FEATURES4'-9"5'-0" INSIDE FRAMING 5-0 FBGL TUB/SHWR SET R.O.HEIGHT AT7'-8 1/2"ABOVELANDING3'-0"3050 SH2-62'-1 3/4"4-0BEDRM #5CPT.LOFTCPT.6'-6"3050 SH10.3136 1/4" X 60 1/4"0.31BEDROOM #52x6 WALL2-42040 SH24" X 48"0.31ANGLED WALLW/ CT SURROUND34x60 FBGL BASE3'-3"2 SHAMPOO SHELVESSEE SHWRDETAIL 'A'WSPERMIT/CONSTRUCT PLANS17136 DRAFT HORSE BLVDLOT 15 BLOCK 7 - BROOKSHIREPLAN OPTIONSBATH #1 TILED SHOWER WALLS-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(2)7-1/4 Versa-Lam(2)7-1/4 Versa-LamGirder per Boise PlanVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.2.9 ELECTIRCAL 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. 2019C5.0XBRIDGEWATER II-5511-BPC#1052,1063: 12-22-2022-LLPC#1031,1032: 10-10-2022-RKPERMIT/CONSTRUCT:3-27-23-AFUNFINISHEDSTOR.SUMPUNFINISHED BASEMENTWPA/CSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLESGFISWHF.D.HVACFUTUREFAMILY RMFUTURE BEDRMR/I3/4BMECH.UNEXCAVATEDRADONVENT PIPESDLOW VOLTAGESYSTEM RECEPTACLEPERMIT/CONSTRUCT PLANS17136 DRAFT HORSE BLVDLOT 15 BLOCK 7 - BROOKSHIREFILLPLAN OPTIONS2ND EGRESS WINDOW WELL CONCRETE FRONT PORCH ELECTRICAL PLAN1/4"=1'-0"2ND FLOORSDSSSS SCEILING FANROUGH-INSDSDSDSD/CMDSD/CMDSGFIGFILFANSS SS SS LS SS FANGFIGFISSSSELECTRICAL 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. 2019C6.0XBRIDGEWATER II-5511-BPC#1052,1063: 12-22-2022-LLPC#1031,1032: 10-10-2022-RKPERMIT/CONSTRUCT:3-27-23-AF1ST FLOORSSSSS SSSWPDISP.SSS USBSGFISGFIS FANTCHIMESPRINKLERSYSTEMRECEPTACLE KIT.PANTRYMUDROOMGARAGEFOYER1/2BW.I.C.DWLLLLLLLLLS LLLLLLLSDW.I.C.W.I.C.BEDRM #1BATH #1BEDRM #3BEDRM #2BEDRM #4LAU.BATH #2W.I.C.W.I.C.W.I.C.22x30ATTICACCESSLLLLLLLLLLLLCLFANSS SLLSSDININGCL4'-0"4'-8"LLBEDRM #5SLSDSLLLSLOFTDROUGH-INBLANK PLATES GREATROOMGREATROOMLLLLWP SHCPSMART HOMERECEPTACLESSTUDYLS VENT HOODTO OUTSIDEPEND.PEND.3'-0"7'-9"6'-11 1/2"SCSTECH TUBECOVEREDCONC. PORCH79 SQ. FT.CD CDIRRIGATIONSYSTEM PERMIT/CONSTRUCT PLANS17136 DRAFT HORSE BLVDLOT 15 BLOCK 7 - BROOKSHIREPLAN OPTIONSGAS FIREPLACE #2 W/ BASE CABINETSKITCHEN TILE BACKSPLASH - 1/2 OFFSETWASTE BASKETIRRIGATION SYSTEMCONCRETE FRONT PORCH PLAN OPTIONSBATH #1 TILED SHOWER WALLS 7.0XBRIDGEWATER II-5511-BPC#1052,1063: 12-22-2022-LLPC#1031,1032: 10-10-2022-RKPERMIT/CONSTRUCT:3-27-23-AFThese 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. 2019C9'-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 TRUSS1'-0"1267 7/16"SLOPE TO DOORS4" CONC. FLOORGIRDER TRUSSGARAGE22'-4"2'-0"81221'-8"W.I.C.BATHW.I.C.W.I.C.BEDRM #2MIN. R-30 BATT. INSUL.9'-1 1/8" 10'-3 7/8"9'-8 3/4" 8'-2"8'-1 1/8"MFD TRUSS1'-0"1267 7/16"W.I.C.FAMILY RMFUTURE1'-0"7 7/16"1/4"=1'-0"CROSS SECTION A-A1/4"=1'-0"CROSS SECTION B-BDROPPED BEAMDROPPED BEAMDROPPED BEAM3/4" SUBFLOORMFD FLOOR TRUSSES3/4" SUBFLOORMFD I-JOISTS8'-4" POUREDCONC WALL3 1/2" CONC. FLOORLIVINGROOMFOYERGAME ROOM8'-4" POUREDCONC WALLKIT.PANTRYR/I3/4BFUT.W.I.C.14" MFD I-JOISTSATTACHMENT DETAILSSEE HANSON S3 PAGE FORTO TOP OF STOOP5" FROMCONC. STOOP5'-0"8"5"TOP OF SUBFLOORPERMIT/CONSTRUCT PLANS17136 DRAFT HORSE BLVDLOT 15 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. 2019C8.0XBRIDGEWATER II-5511-BPC#1052,1063: 12-22-2022-LLPC#1031,1032: 10-10-2022-RKPERMIT/CONSTRUCT:3-27-23-AFGARAGE 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 TE 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)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 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 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.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)1/4"=1'-0"LONGITUDINAL SECTION C-C9'-1 1/8"10'-3 7/8"CONC WALL9'-8 3/4"8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POURED3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTSBATHW.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 HEADROOMPANTRYMUDROOMW.I.C.MECH.ATTIC VENTILATIONHOUSE: 1568 SQ. FT.376.32 NET FREE VENT NEEDED AT RIDGE48' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 864 PROVIDEDFULLY VENTED SOFFITSVENT 1/300th OF ROOF AREA40% TO 50% NEAR RIDGEREMAINDER IN SOFFITPER IRC SECTION R806376.32 NET FREE VENT NEEDED AT SOFFITGARAGE: 230 SQ. FT.55.2 NET FREE VENT NEEDED AT RIDGE8' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 144 PROVIDEDFULLY VENTED SOFFITS55.2 NET FREE VENT NEEDED AT SOFFIT1/2"=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 FOAMINSULATIONPERMIT/CONSTRUCT PLANS17136 DRAFT HORSE BLVDLOT 15 BLOCK 7 - BROOKSHIRE required for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®F05 2TQLGEV0WODGT &CVG 5JGGVU QH+JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC2TKPV0COG 5KIPGF .KEGPUG0WODGT &CVG 0KEM*CPUQP-KNOGT.CPG0QTVJ5WKVG2N[OQWVJ/06GNÄÄYYYJCPUQPITQWROPEQO%12;4+)*6*#0510)4172..%2TQLGEV %NKGPV 4GX&GUETKRVKQP&CVG1EVQDGTÄÄ&4*QTVQP-GPDTKFIG%QWTV.CMGXKNNG/0/QFGN/KPPGUQVC%QPUVTWEVKQP241,'%65%12'&'5+)01(6*'%100'%6+101(/101411(64755'5616*'(41061(#5+0).'(#/+.;4'5+&'0%'%105647%6+10+561$'&10'+0#%%14�%'9+6*6*'5'&4#9+0)556#0&+0&7564;24#%6+%'#0&6*'4'37+4'/'0651(6*'%1&')'0'4#.016'56*'5'&1%7/'065#22.;615647%674#.10.;4'('461*175'2.#05#0&647555*12&4#9+0)5(14/14'+0(14/#6+105%12'1('0)+0''4+0)+0%.7&'5+6'/552'%+(+%#..;016'&#$18'10.;4'8+'91(4'/#+0+0)(4#/+0)70.'5552'%+(+%#..;016'&+5016+0%.7&'&70&'46*+55%12'#&'37#6'5*14+0)&74+0)%105647%6+10+56*'4'52105+$+.+6;1(6*'%1064#%614%1064#%614#0&$7+.&'4#4'618'4+(;#..&+/'05+105#0&%10&+6+105$'(14'241%''&+0)9+6*914-016+(;6*'*#0510)4172+(&+5%4'2#0%+'5#4+5'/'#05#0&/'6*1&51(%105647%6+10#4'6*'4'52105+$+.+6;1(6*'%1064#%614#..16*'4(#56'0'4561$'+0#%%14�%'%1&'6#$.'4 /#6'4+#.5911& 52(567&)4#&'14$'66'4.1#&5411(5019.1#& Ä25(411(&'#&.1#& 25((.114.+8'.1#& 25((.114&'#&.1#& 25(9+0&.1#& /2*7.6+/#6'':2$%1&'/+00'516#4'5+&'06+#.%1&'ÄZ%106+07175.'&)'4Y .'&)'4.1-5"1%Z%106+07175.'&)'4Y.'&)'4.1-5"1%/10164755'5$;5722.+'4"1%(#56'0'#%*6475561.'&)'4Y5+/2510*%.+22418+&'Z61'0#+.'#%*5+&'1(64755Ä/#:&(4106%41555'%6+10/10164755'5$;5722.+'4"1%/#:Z%106+07175.'&)'4Y.'&)'4.1-5"1%(#56'0'#%*6475561.'&)'4Y Z61'0#+.5 5+/2510*#6+'+056#..'&Y/+0 0#+.5+061.'&)'4(#56'0'#%*,1+56616122.#6'5Y F0#+.5(#56'0'#%*567&612.#6'Y5+/2510#(4#/+0)#0).' (#56'02.#6'61'#%*,1+56Y F0#+.5Z%106+07175.'&)'4Y.'&)'4.1-5"1%+061567&52418+&'$.1%-+0)".'&)'4.1-.1%#6+105$(4106%41555'%6+10 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 24, 2020Project Number:Date:0.144S11Sheets: of2D R Horton 20860 Kenbridge Court #100Lakeville, MN 550445510-B-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.DateRevisionPrint Name:Signed: License Number:Ryan Mack8-6-2046673Date: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 LOOKOUT FOUNDATIONSMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANCONSTRUCTPORTAL FRAMEAS SHOWN IN 1/S2BRACED WALL LINE BRACED WALL LINE (5-FT)(5-FT)(5-FT)(7-FT)(7-FT) (3-FT)(4-FT)(4-FT)(4-FT)(3-FT)(4-FT)(4-FT)(5-FT)(5-FT)ONE-SIDEDBRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINE(2.5-FT)(2.5-FT)(3-FT)(3-FT)(5-FT)BRACEDWALL LINEBRACEDWALL LINE(2.5-FT)(2.5-FT)BRACEDWALL LINE(2.5-FT)(2.5-FT)BRACEDWALL LINE(3-FT)(3-FT)(6-FT)BRACEDWALL LINE(3-FT)(3.5-FT)(5.5-FT)BRACEDWALL LINEWITH SUNROOMTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS w/ SUN ROOMTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONS w/ SUN ROOMPROVIDE TOP & BOTTOM OFWALL CONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLSunroom Added8-6-201(2.9-FT)BRACEDWALL LINE(4-FT)(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)BRACEDWALL LINECONSTRUCTSHEARWALL ASSHOWN IN 2/S2MIRRORED PROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL2S2FRAMING DETAILFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.TYPICAL 2x6 STUDS @ 16" O.C.SIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 3/S2 FORALTERNATIVE OPTION)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DS2FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO 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 3/S2 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"±ALTERNATE HOLDOWNCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTIONS3S2FRAMING DETAILALTERNATE RAISED HOLDOWN12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)12"Ø THREADEDROD w/ NUT &WASHER ATHOLDOWN ENDSIMPSON HTT5HOLDOWN ANCHORFASTENED TODOUBLE STUDSFLOORSYSTEMCONCRETEFOUNDATIONBELOWCOPYRIGHT HANSON GROUP, LLC 2020©DescriptionAugust 6, 2020Project Number:Date:0.144S22Sheets: of2D R Horton 20860 Kenbridge Court #100Lakeville, MN 550443407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comDateRevisionPrint Name:Signed: License Number:Ryan Mack8-6-2046673Date: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.5510 ModelAll Elevations GL & GRMinnesota ConstructionSunroom Added8-6-201 1 ST011 ST02ST03KS01JS01CS01CS02CS03CS04CS03CS05CS03CS04CS02CS01JS02KS02ST03ST02H01 H02 ST0108-00-0020-01-042 Page 1 of 3 Wall Summary Information W01 BC CALC®Member Report Wall |08-00-00 |12 OCS March 10,2020 08:34:00 Build 7555 Job name:Stairway Wall File name:Plan #5510 Tall Wall Address:Plan #5510 Description: City,State,Zip:MN Specifier:Plan Builder:D R Horton Designer:Anthony Estevez Code reports:ESR-1040 Company:Boise Cascade Page 2 of 3 Wall Summary Information W01 BC CALC®Member Report Wall |08-00-00 |12 OCS March 10,2020 08:34:00 Build 7555 Job name:Stairway Wall File name:Plan #5510 Tall Wall Address:Plan #5510 Description: City,State,Zip:MN Specifier:Plan Builder:D R Horton Designer:Anthony Estevez Code reports:ESR-1040 Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End 100%90%115%160%125% 1 Wind Unf.Area (lb/ft²)L 00-00-00 20-01-04 20 01-00-00 2 Roof Unf.Lin.(lb/ft)L 00-00-00 08-00-00 60 105 01-00-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 341 lbs 9.7%115%Spruce-Pine-Fir Bottom Plate 2x 341 lbs 9.7%115%Spruce-Pine-Fir OpeningsTagDescription Distance Ref.Elevation Ref.Height Width Justification 1 Window 04-00-00 Left 14-06-11 Bottom 60"36"Top/Middle Member SummaryTagProduct Plies Results Connection ST02 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed 2-8d box toe-nails KS01 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 2 Passed 2-10d common toe-nails KS02 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 2 Passed 2-10d common toe-nails H01 2 x 10 SPF #2 2 Passed 2-8d box toe-nails H02 Plank 2 x 6 SPF #2 1 Passed 2-16d box end-nails Wall Framing Net Tag Qty Product Plies Length ST01,ST02,ST03 6 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 20-00-00 KS01,KS02 4 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 2 20-00-00 JS01,JS02 2 2 x 6 SPF #2 1 16-00-00 CS01,C...4,CS05 5 2 x 6 SPF #2 1 06-00-00 CS02,CS03 5 2 x 6 SPF #2 1 10-00-00 H01 2 2 x 10 SPF #2 2 04-00-00 H02 1 2 x 6 SPF #2 1 04-00-00 BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 08-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 08-00-00 Fire blocking is not included.Estimated quantity:16'fire blocking. Notes BC CALC®considers gravity and out-of-plane lateral loading only.Wall bracing (braced wall panels)to resist in-plane lateral loading (parallel to wall)is the responsibility of the building designer. Lateral Deflection:User specified (L/180)Total load lateral deflection criteria Vertical Deflection:User specified (L/240)Total load deflection criteria Vertical Deflection:User specified (L/360)Live load deflection criteria Vertical Deflection:Arbitrary (1")Total load deflection criteria BC CALC®analysis is based on IBC 2009. Page 3 of 3 Wall Summary Information W01 BC CALC®Member Report Wall |08-00-00 |12 OCS March 10,2020 08:34:00 Build 7555 Job name:Stairway Wall File name:Plan #5510 Tall Wall Address:Plan #5510 Description: City,State,Zip:MN Specifier:Plan Builder:D R Horton Designer:Anthony Estevez Code reports:ESR-1040 Company:Boise Cascade DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 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 5510 - Bridgeport "A" - Walkout - Heat Calc HVAC Load Calculations for D.R. Horton 20860 Kenbridge Ct. STE. 100 Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Monday, January 13, 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 5510 - Bridgeport "A" - Walkout - Heat Calc Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:5510 - Bridgeport "A" - Walkout - Heat Calc Designed By:Jake Ryan Project Date:12/30/2019 Project Comment: Client Name:D.R. Horton Client Address:20860 Kenbridge Ct. STE. 100 Client City:Lakeville, MN 55044 Client Phone:(952) 985-7272 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%75 35 Check Figures Total Building Supply CFM:1,132 CFM Per Square ft.:0.312 Square ft. of Room Area:3,628 Square ft. Per Ton:1,516 Volume (ft³):30,465 Building Loads Total Heating Required Including Ventilation Air:57,562 Btuh 57.562 MBH Total Sensible Gain:24,430 Btuh 85 % Total Latent Gain:4,295 Btuh 15 % Total Cooling Required Including Ventilation Air:28,725 Btuh 2.39 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:\ ...\5510 - Bridgeport - A - Walkout - Heat Calc.rh9 Monday, January 13, 2020, 9:00 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 3/28/23 X PM