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LA209545 - 4970 173rd St W 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. 2016CROOF PLAN1/8"=1'-0"6:126:126:126:126:126:12CCCCAAAABBBB1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"5 ROOF VENTS4 ROOF VENTS3 ROOF VENTS ICE & WATERALUMINUM FLASHINGBEHIND STOOP1xXXXXXADDRESS NUMBERSTEEL PANEL OVERHEAD DOORA1'-0"7 7/16"612AA6:12 PITCH6:12 PITCH8' RAIN DIVERTERTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72723010-A-3.3RUSHMOREDRAWN: 3-29-2016-AWSPEC HOMECUST:A D.R. HORTON COMPANYLIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLEAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" VINYL TRIM 5" VINYL TRIM5" VINYL TRIM3 1/2" VINYL TRIMREFSIDING LEGENDALAP SIDING "B"LAP SIDING "A"PRODUCTCBD5" TRIM - VINYL LINEALNOT USEDE6 1/2" VINYL BEAD BDTYPICAL 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°3010 A-FRONTRUSHMORETOTAL FRONT FASCADE: 290 SQ FTSTONE: 54 SQ FT- 18.6%VINYL SIDING: 236 SQ FT-81.4%PC#1045 : 10-11-2022-AFPC#1038 & 1039: 10-12-2022-AFPC#1040 : 10-12-2022-AFPERMIT/CONSTRUCT:1-9-23-AF1x CEDARLEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"1'-0"7 7/16"1'-0"7 7/16"1'-0"7 7/16"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEFLASH OVER ALL EXT OPGSASPHALT SHINGLES6:12 PITCH6:12 PITCH6:12 PITCH6:12 PITCH612612AAA40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2GRADE:928.6GRADE:928.6GRADE:928.6GRADE:928.6GRADE:927.93GRADE:927.93PERMIT/CONSTRUCT PLANS4970 173RD STREET WESTLOT 2 BLOCK 14 - BROOKSHIREGRADE:927.93GRADE:928.6Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/12/2023dmathews NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSUNFINISHEDCRAWL SPACE46'-0"10'-6"6'-6"50'-0" 38'-0"12'-0" 50'-0"28'-0"22'-0"20'-0"2'-0"16'-3"11'-9"46'-0"17'-0"29'-0"19'-2"9'-10"5'-6"5'-10"1'-5 1/2"16'-3"1'-5 1/2"8 1/2"8'-3"10 1/2"16'-3" M.O.8'-3" M.O.17'-0"29'-0"8'-6"UP7R2-86'-5"5'-7"5036 SLIDER5036 SLIDERPOURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGHUNEXCAVATED6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 4'-2" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 4'-2" BELOW GRADE2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-2" HIGHACCESS PROVIDEANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALL4'-8"23'-10"10'-0"12'-9"3'-6"3'-6" 8'-3" TREATED 2x8's 16" ON CENTER16" CONC. PIER FTGMIN. 3'-6" BELOW GRADE6x6 POST5'-8"2-2x8 FLUSH BEAM2-2x8 FLUSH BEAM2-2x8 FLUSH BEAMThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C2.0XRUSHMORE 3010-A-3.4-GRPC#1038 & 1039: 10-12-2022-AFPC#1040 : 10-12-2022-AFPC#1043: 10-12-2022-AFPERMIT/CONSTRUCT:1-9-23-AFNOTE:3'-6" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRBASEMENT PLANSCALE: 1/4"=1'-0"6'-0"5'-10"8"POURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE13'-10"11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECSANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALL8'-0"5'-0"4'-0"DROPPED HDRANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALL8'-0"5'-0"4'-6"DROPPED HDR11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 12'-9"14'-10 3/4"10'-4 1/4"5'-5 1/2"1'-0"UTILITY143 SQ. FT.ACHVWHF.D.SUMPERVWD12'-7 3/4"FAM./REC. RM2-8300 SQ. FT.11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 1'-1 1/2"9'-9 1/4"DROPPED HDRS & W SLEEVE 1'-1 1/2"DBL JOIST AT COLUMN ABOVE DBL JOIST AT COLUMN ABOVE 3'-0" COCK SILL NOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOMPOURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGHTHE FRAMER WILLINSULATE, POLY & INSTALLBEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURRING WALLEXTERIOR 2X6 SIDE-WALLFULL HEIGHT 2x4 FURRING WALL 2x6 EXTERIOR WALL ROOM IS FINISHED,NOTE: WHEN FAM/RECWINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.32110'-0"5-012'-0"2-617'-0"BEDROOM152 SQ. FT.3'-6"7'-6"4'-6"2x6 STUDS AT 16" O.C. 2x6 LOOKOUT WALLPOURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGHRADON VENT PIPEPERFORATED 'T' PIPE TO& CRAWLSPACE SLABSEXTEND UNDER HOUSE4'-0"1'-4"THE FRAMER WILLINSULATE, POLY & INSTALLWALL BEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURR WALLGARAGE/HOUSE 2X6 COMMON2'-6"GROUNDING ROD THRU PLATES3'-0"(THRU RIM)SILL COCKBATH73 SQ. FT.2-4TPH 24" TOWEL BAR 36"5-0 FBGLTUB/SHWR2'-7"FRAMED DOWNSOFFIT. HOLD AS4'-0"CLOSE TO MECH.DUCTS AS POSSIBLEANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGHPOURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGHANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALLANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALLPERMIT/CONSTRUCT PLANS4970 173RD STREET WESTLOT 2 BLOCK 14 - BROOKSHIREPLAN OPTIONSLOOKOUT BASEMENT 8" STEP IN TOPOF FOUNDATION8" STEP IN TOPOF FOUNDATIONDROPPED 8"92 8 . 6927.93928.6928.6POURED CONC. WALL16x8 CONC. FTG.8" THICK, 4'-2" HIGH8" STEP IN TOPOF FOUNDATION7(2)7-1/4 Versa-Lam(2)11-7/8 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-LamUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.766(2)7-1/4 Versa-Lam 46'-0"17'-0"29'-0"11'-9"5'-7"11'-8"8'-0"3'-9"3'-8"8'-0"50'-0" 38'-0"12'-0" 5'-10" 6'-0"6'-0" 50'-0"28'-0"22'-0"2'-10 1/2"10'-0"20'-0"2'-0"10'-1"2'-8"15'-3" 2'-8" 3'-6"3'-6"2'-8"5'-7" 8'-8"4'-1"4'-0"7'-8"4'-8"23'-10"10'-4"13'-6"6'-4"10'-8"5'-6"5'-2"46'-0"17'-0"29'-0"19'-2"9'-10"5'-6"11'-1"4'-6"12'-6"UP8RDN7RBEDRM #2BEDRM #3BEDRM #1BATH#2FOYERLIVINGROOMDININGKITCHEN6068 SGD3050 SH3050 SH3050 SH3-02-82-42-42-65'-10"1'-10"10'-4"5 1/2"HD-FLRHD-FLRCPTCPTCPTHD-FLRPEAK OF VAULTVAULTEDVAULTEDVAULTEDVAULTED20 AMP.MICRO HOODCIRCUITRANGEREF.30"PANTRYDWSINK12" OVERHANG2x4 WALL16x7 OVERHEAD DOOR8x7 OVERHEAD DOORGARAGESLOPE TO DOORS4" CONC FLOOR618 SQ. FT.TYPICAL 2x6 GARAGE WALLSNOTE: COVERED PORCH109 SQ. FT.5-0 FBGLTUB/SHWR1ST FLOOR PLAN1463 SQ. FT.NOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 6'-10 1/2" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRSCALE: 1/4"=1'-0"9'-7"9'-7"4'-10"5'-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. 2016C3.0XRUSHMORE 3010-A-3.4-GRPC#1038 & 1039: 10-12-2022-AFPC#1040 : 10-12-2022-AFPC#1043: 10-12-2022-AFPERMIT/CONSTRUCT:1-9-23-AFENSUITEBATHHD-FLR2-42-62-44-04-02-62-4W.I.C.CPT3'-8"2'-0"4'-0"7'-8"5'-8"6'-1" 3'-6"3050-2 SH18'-2" 14'-0"24'-0" 2'-4 1/2"3050 SH3050 SH10'-1"22x30ATTICACCESSGARAGE-TO-HOUSE COMMON WALL5/8" GYP. BOARD ONTO UNDERSIDE OF ROOF SHEATHING8'-1 1/8" CEILING9"3'-6"1'-6"RADONVENT PIPE5"TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN16" WIDE DROPPED SOFFIT(SEE SECTION)5"30"48"24" TOWEL BAR24" TOWEL BAR TPHTPH W/ WOOD CAP42" HIGH HALF WALLCENTRAL RETURNWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.31FOYER0.231KITCHEN3050 SH10.3136 1/4" X 60 1/4"0.31LIVING ROOM6068 SGD10.3172 1/8" X 81"0.32BEDROOM #33050 SH10.3136 1/4" X 60 1/4"0.31BEDROOM #23050 SH10.3136 1/4" X 60 1/4"0.31DINING ROOM2W 3050 SH10.310.3172 1/8" X 60 1/4"BEDROOM #13050 SH20.3136 1/4" X 60 1/4"0.3110'-1 1/2"3'-0"4'-3"2'-8" 4'-1" 7'-7 3/4" 22x30 ATTIC ACCESS 34x60 FBGL SHWR HD-FLRCHANGE INCEILING HGT3"C-CD-D3'-0"35" HIGHMFD TRUSSES AT 24" O.C. MFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.3'-6"38 1/4" X 83 1/4"OPTIONAL ELEC FIREPLACE3/16"=1'-0"5'-1"1'-4"18-1/4"x44-1/2"S/R1'-6 1/4"RGH OPGALLUSION 48 ELEC FP1'-4"1'-6 1/4" 10" 2X6 WALL 2-2X101/2" PLYWD2X6 FRAMINGINSULATION & 1 LAYEROF ROCK BY FRAMERSMANTLE4'-2"1/2" ROCK OVERROCK RETURNSOF FIREPLACE OPG.& OUTLETCABLE JACK+-3'-8 1/2"8 1/4"8 1/4"8'-1 1/8"1'-0"1267 7/16"312OUTLET INSTALLED20AMP DEDICATEDON SIDE WALL OFFIREPLACE OPGDO NOT5'-1"4'-1 1/8"4'-1 1/8"ELEC. FPFRAMERS TO INSULATE& ROCK EXTERIOR WALLSBEFORE FRAMING FIREPLACE18'-6"HD-FLRPERMIT/CONSTRUCT PLANS4970 173RD STREET WESTLOT 2 BLOCK 14 - BROOKSHIREIRRIGATIONSYSTEMPLAN OPTIONSELECTRIC FIREPLACE LIVING ROOM HD-FLRIRRIGATION SYSTEM DROPPED 8"(2)7-1/4 Versa-Lam(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam(2)9-1/2 Versa-LamPFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).888'-118"CLS2FRAMING DETAILLIVING ROOM TALL WALL FRAMING(ACTUAL LAYOUT MAY BE MIRRORED)2312PROVIDE (1) 2x6 BEARINGSTUD & (2) 2x6 FULLHEIGHT KING STUDS EACHSIDE OF WINDOW OPENINGSTANDARD HEADERBY SUPPLIERPROVIDE 2x6 BLOCKING BETWEENSTUDS AT INTERVALS NOT TO EXCEED10-FT ALONG HEIGHT OF WALLWALL TOP & BOTTOM PLATES MAYBE STANDARD SPF/SYP MATERIAL2x6 STUDS @ 16" O.C.TYPICAL FULL HEIGHTWALL FRAMING(BALLOON FRAMED) BEDRM #2BEDRM #3BEDRM #1BATH#2FOYERLIVINGROOMKITCHENGARAGECOVERED PORCHSCALE: 1/4"=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. 2016C4.0XRUSHMORE 3010-A-3.4-GRPC#1038 & 1039: 10-12-2022-AFPC#1040 : 10-12-2022-AFPC#1043: 10-12-2022-AFPERMIT/CONSTRUCT:1-9-23-AFENSUITEBATHW.I.C.22x30ATTICACCESSELECTRICAL PLAN1ST FLOORSSDSD SDSD/CMDSSSS CS GFIFANGFISFANSSPRINKLERSYSTEMRECEPTACLESGFIS SSSS S LLLSDISP.DWST CHIMEUNFINISHEDCRAWL SPACEUNEXCAVATEDSCALE: 1/4"=1'-0"ACHVWHF.D.SUMPERVS & W SLEEVEELECTRICAL PLANUNFINISHED BASEMENTA/CWPSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFISWPSSLLLLFAM./REC. RMCUSB SDWPSSLLLL22x30 ATTIC ACCESS SLDINING6'-0"SD/CMDBEDROOMSSDSUTILITYLLLLLLLLLSSHCPSLWATER SOFTRECEPTACLESMART HOMERECEPTACLEROUGH-INCEILING FANSSLOW VOLTAGESYSTEM RECEPTACLEDROUGH-INBLANK PLATELBATHSGFIFANSLLCOPT FIREPLACEMOVE CABLE JACKWHEN F.P. IS SELECTED& OUTLET ABOVESS OUTLET INSTALLED20AMP DEDICATEDON SIDE WALL OFFIREPLACE OPGPERMIT/CONSTRUCT PLANS4970 173RD STREET WESTLOT 2 BLOCK 14 - BROOKSHIREPLAN OPTIONSLOOKOUT BASEMENT PLAN OPTIONSELECTRIC FIREPLACE LIVING ROOM HD-FLRIRRIGATION SYSTEM IRRIGATIONSYSTEMDROPPED 8"DROPPED 8" 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. 2016C5.0XRUSHMORE 3010-A-3.4-GRPC#1038 & 1039: 10-12-2022-AFPC#1040 : 10-12-2022-AFPC#1043: 10-12-2022-AFPERMIT/CONSTRUCT:1-9-23-AF8'-1 1/8"8'-1 1/8"1'-0"1267 7/16"MFD TRUSS4" CONC. FLOOR3/4" 250 SUBFLOOR11 7/8" MFD I-JOISTS4" CONC. FLOORGARAGEBEDRMBEDRM #222'-0"28'-0"4'-2" POUREDCONC WALL1/4"=1'-0"CROSS SECTION A-A3 1/2" CONC. FLOOR3/4" 350 SUBFLOOR11 7/8" MFD I-JOISTS8'-1 1/8"1'-0"1267 7/16"1'-0"7 7/16"2x8 JOISTS5/4" DECKINGPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESET ON 10" THICKPOURED CONC. WALLCONC. SIDEWALKDROPPED BEAMLIVINGROOMKITCHENUNFINISHEDCRAWL SPACEMFD TRUSS31238'-0"6'-0"3'-6" POUREDCONC WALL1/4"=1'-0"CROSS SECTION B-BDINING16" WIDEVERIFY DEPTHPER BEAM SIZE1'-4"DROPPED SOFFIT1/2"=1'-0"FRONT PORCH LEDGER SECTION6 78"7 14 "FLASHING ABOVEGRADETOP OF SUBFLOORTO TOP OF JOIST6 7/8" FROMAND BELOW TREATED2x8 LEDGERTRTD 2x8 JOISTS16" O.C.(8) 10d COMMON NAILS (AT LTS19-TZ STRAP)1/2"=1'-0"FRONT PORCH LEDGER DETAILRIM BOARD1-1/8" OSB11-7/8" I-JST 3/4" 1st FLOOR WALLSSUBFLOOR 8'-1 1/8" FOUNDATION WALL 3/4" SUBFLOOR6-7/8"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL. 2"MIN...2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE21" O.C. UP TO 8'-0" SPAN16" O.C. UP TO 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.I-JOISTSUSP LTS19-TZ , (4) PER DECK RATED @ 750# EACHLATERAL LOAD CONNECTION:3/8" DIA. LAG BOLT MIN. 3" PENETRATION(THRU SILL PLATES)INTERIOR STRAPS SPACED EVENLYLINES UP WITH BOTTOMBOTTOM OF LEDGEROF SILL PLATE1/2" DIAMETER LAG SCREWSINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BE-OR- 3/8" DIA. ANCHOR BOLTS (THRU FOUNDATION)OUTSIDE STRAPS MAX. 24" FROM END OF LEDGER14" O.C. OVER 10'-0" SPANUSP LTS19-TZ , (4) PER DECK RATED @ 750# EACHLATERAL LOAD CONNECTION:3/8" DIA. LAG BOLT MIN. 3" PENETRATION(THRU SILL PLATES)INTERIOR STRAPS SPACED EVENLY-OR- 3/8" DIA. ANCHOR BOLTS (THRU FOUNDATION)OUTSIDE STRAPS MAX. 24" FROM END OF LEDGER(8) 10d COMMON NAILS (TOP ROW)2X4X24 BLOCKING2X4X24 BLOCKINGNAILS STAGGERED 1"11-7/8" I-JST1/2" DIA. LAG SCREWS3/8" DIA. LAG BOLTSTOP/SILL PLATE W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.TO SUBFLOOR W/ATTACH 1-1/8" RIM BD.8D NAILS @ 6" O.C.TO TOP & BOTTOM OFATTACH 1-1/8" OSB RIM BDEACH FLOOR MEMBERW/ 8D NAILSFAMILY/RECROOMUTILITY2-2x8FLUSH BEAM5'-0" 8'-1 1/8"8'-1 1/8"1'-0"1267 7/16"MFD TRUSS4" CONC. FLOOR3/4" 250 SUBFLOOR11 7/8" MFD I-JOISTS4" CONC. FLOORGARAGEBEDRM #322'-0"28'-0"4'-2" POUREDCONC WALL1/4"=1'-0"CROSS SECTION A1-A1BEDROOM3/4" SUBFLOOR11 7/8" MFD I-JOISTSMUDRM8'-1 1/8"FRAMED DOWNCEILING12'-10 3/4"OSB SHEATHING& POLY BY FRAMERS9'-11 1/4" 9'-11 1/4"SIMPSON DTT1Z ORSIMPSON DTT1Z ORPERMIT/CONSTRUCT PLANS4970 173RD STREET WESTLOT 2 BLOCK 14 - BROOKSHIREDROPPED 8"DROPPED 8" 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. 2016C6.0XRUSHMORE 3010-A-3.4-GRPC#1038 & 1039: 10-12-2022-AFPC#1040 : 10-12-2022-AFPC#1043: 10-12-2022-AFPERMIT/CONSTRUCT:1-9-23-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.1/4"=1'-0"CROSS SECTION C-C11 7/8" MFD I-JOISTS3/4" 250 SUBFLOOR4'-9 5/8"3 1/2" CONC. FLOOR3/4" 350 SUBFLOOR11 7/8" MFD I-JOISTS4'-3 13/16"8'-1 1/8"8'-1 1/8" 8'-1 1/8"3'-6" POUREDCONC WALLLIVINGROOM4" CONC. FLOORUNFINISHEDCRAWL SPACEBEDRM1"=1'-0"DETAIL (L.L. BEDRM)LOOKOUT FINISH WALL2x6 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"CROSS SECTION D-D11 7/8" MFD I-JOISTS3/4" 250 SUBFLOOR4'-9 5/8"4'-4 1/8"BEDROOM4" CONC. FLOORUNFIN.CRAWLSPACEBEDROOMLIVINGROOM5'-0" MAXCLEAR OPENING BOTTOM OF HEADER TO BEFLUSH W/ BOTTOM OF I-JOISTS2X6 STUDS, 16" O.C.MECHANICAL DUCTWORKMECH ROOM OPENING1/2"=1'-0"MECHANICAL ROOM SIDE 2-2X10 HEADERCRAWLSPACE SIDE11-7/8" I-JOISTS 16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTUREI-JOISTS PER PLANVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD TRUSSESA I R C HU T E S APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGSNOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHING4 MIL. POLY VAPOR / AIR BARRIERALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806WATERPROOFINGTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINIOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ FOAM SILL SEALMIN. 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 1322.2100TYPICAL WALL SECTION (4-12-2016)1/2"=1'-0"POURED CONC. WALL8" THICK, 3'-6" 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 ATR-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECS8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN. HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)W/ VAPOR BARR.GYP. BD.W/ APPROVED SEALANTGYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTEDABOVE GRADE PROTECTIONOF INSULATION EXTENDING6" BELOW GRADEFINISHED GRADEWILL VARYABOVE GRADE PROTECTION OFINSULATION EXTENDING6" BELOW GRADE(WHERE APPLICABLE)2x6 EXTERIOR WALL(SEE OSWELL ENGINEERING)R-0.62R-21R-N/AR-N/ATOTAL R-VAULE:=20.92INSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.173" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF ATTHRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)ALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOMOF FOUNDATION WALL(ONLY IF REQUIRED PERFOUNDATION CALCULATIONS)R-5 RIGID INSULATION-ON INSIDEPASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"R-5 RIGID INSULATIONTAPE & SEAL AT TOPR-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECS3'-6"VENT PIPE RUNNINGGYP. BD.8'-1 1/8" 8'-1 1/8"(ONLY IF REQUIRED PERFOUNDATION CALCULATIONS)INSULATE, POLY & INSTALLBEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURRING WALLEXTERIOR 2X6 SIDE-WALLFINISHED, FRAMER WILLNOTE: WHEN L.L. ISGYP. BD.PERMIT/CONSTRUCT PLANS4970 173RD STREET WESTLOT 2 BLOCK 14 - BROOKSHIRE ProductsPlotID Net Qty ProductLength PliesJ1 13 11-7/8" BCI® 4500s-1.8 28' 0" 1J2 4 11-7/8" BCI® 4500s-1.8 14' 0" 1J3 1 11-7/8" BCI® 4500s-1.8 12' 0" 1B1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 12' 0" 2B3 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 4' 0" 1Ca1 10 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1UNEXCAVATEDSTAIRWAYSTAIRWAYPORCH FRAMINGBY OTHERSSEE MAINLEVEL FRAMINGSTART FRAMING HEREJOISTS @ 19.2" OCB1B1B3B3B2Ca1Ca1Ca1Ca1Ca1Ca1Ca1J3J1J219' 2"17' 0"28' 0" 20' 0" 2' 0" 46' 0"50' 0" 38' 0" 10' 0" 28' 6"12' 0" 9' 10"ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 8' 0" 2SEE UPPERLEVEL FRAMINGB2B146' 0"Sheet: 2 of 3DWG: Upper LevelFile: Plan #3010By: Anthony EstevezDate: 9-6-16Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.3-22-17AE3-4-17AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #3010-A-GLD.R. HORTONUPPER LEVEL FRAMINGDESIGN = L/480BASE MODELUPPER LEVEL FRAMINGWALKOUT OPTIONDETAIL N/ADETAIL N/AOffset Joist for PlumbingBoise I-Joist can be offsetup to 3" to avoid verticalplumbingJoist3" maxCLOJ ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 18' 0" 2B3 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B4 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 20' 0" 2B5 1 Beam by others 8' 0" 1B6 1 Beam by others 6' 0" 1B7 6 Beam by others 4' 0" 1Pt1 2 Post by others 8' 0" 1STAIRWAYSTAIRWAYSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSPt1Pt1B2B7B6B7B7B7B7B7B1B5B3B412' 0" 20' 0" 17' 0"38' 0" 10' 0" 28' 0" 28' 6"2' 0" 46' 0"9' 10"50' 0" 19' 2"Sheet: 3 of 3DWG: Roof HeadersFile: Plan #3010By: Anthony EstevezDate: 9-6-16Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.7-26-18AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #3010-A-GLD.R. HORTONROOF HEADERSDESIGN = L/360BASE MODELROOF HEADERSDETAIL N/ADETAIL N/ADETAIL N/A COPYRIGHT HANSON GROUP, LLC 2020©THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESMATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.DescriptionApril 3, 2020Project Number:Date:0.145S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550443010-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.DateRevisionPrint Name:Signed: License Number:Ryan Mack4-3-2046673Date: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.MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANCONSTRUCTPORTAL FRAMEAS SHOWN IN 3/S1CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAILPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT) ONE-SIDED (4-FT)(4-FT) (7-FT) ONE-SIDED (7-FT) ONE-SIDED (4-FT)(4-FT)(4-FT)(4-FT)(8-FT)ONE-SIDED(8-FT)ONE-SIDED(6-FT)ONE-SIDED(6-FT)ONE-SIDEDBRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)S1FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO 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 4/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'-512"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-512"± PARTIAL MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S2REFERENCE PLANSEE 2/S2 FOR TALL WALLFRAMING AT LIVING ROOMWALL FRAMING ATKITCHEN BY SUPPLIERSCOPEDESIGN AND DETAIL OF THE TALL WOOD WALL FRAMING FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BEIN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.FRAMING NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL TALL WALL FRAMING AT THE LIVING ROOM FOR OUT-OF-PLANE WINDLOADING ONLY. REFER TO HANSON GROUP BRACED WALL DRAWING FOR MAIN WINDFORCE RESISTING SYSTEMREQUIREMENTS. 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 PANELEDGES AND 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 AND12" 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"IN LAP 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 DESIGNED TO MEET H/180 DEFLECTION CRITERIA AT A MINIMUM.MATERIALSWALL 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 BETTERLOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODECOPYRIGHT HANSON GROUP, LLC 2020©DescriptionApril 17, 2020Project Number:Date:0.145S21Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550443407 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 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.4-17-203010 ModelAll Elevations GR & GLMinnesota Construction8'-118"CLS2FRAMING DETAILLIVING ROOM TALL WALL FRAMING(ACTUAL LAYOUT MAY BE MIRRORED)2312PROVIDE (1) 2x6 BEARINGSTUD & (2) 2x6 FULLHEIGHT KING STUDS EACHSIDE OF WINDOW OPENINGSTANDARD HEADERBY SUPPLIERPROVIDE 2x6 BLOCKING BETWEENSTUDS AT INTERVALS NOT TO EXCEED10-FT ALONG HEIGHT OF WALLWALL TOP & BOTTOM PLATES MAYBE STANDARD SPF/SYP MATERIAL2x6 STUDS @ 16" O.C.TYPICAL FULL HEIGHTWALL FRAMING(BALLOON FRAMED) ST011 ST02ST03ST04ST05ST06ST07ST08ST09ST10ST11ST12ST1315-00-00 08-01-0211-10-022 Page 1 of 2 Wall Summary Information 3010-Kitchen(Left elevation) BC CALC®Member Report Wall |15-00-00 |16 OCS May 28,2019 17:23:52 Build 7192 Job name:File name:3000 Series Homes -Tall Wall (Kitchen Wall) Address:Description: City,State,Zip:Specifier: Builder:Designer: Code reports:ESR-1040 Company: Page 2 of 2 Wall Summary Information 3010-Kitchen(Left elevation) BC CALC®Member Report Wall |15-00-00 |16 OCS May 28,2019 17:23:52 Build 7192 Job name:File name:3000 Series Homes -Tall Wall (Kitchen Wall) Address:Description: City,State,Zip:Specifier: Builder:Designer: Code reports:ESR-1040 Company: 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 11-10-02 20 01-04-00 2 roof Unf.Lin.(lb/ft)L 00-00-00 15-00-00 80 140 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 322 lbs 9.2%115%Spruce-Pine-Fir Bottom Plate 2x 322 lbs 9.2%115%Spruce-Pine-Fir Member SummaryTagProduct Plies Results Connection ST01 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed Wall Framing Net Tag Qty Product Plies Length ST01,S...4,ST05 5 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 12-00-00 ST06,S...0,ST11 6 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 10-00-00 ST12,ST13 2 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 08-00-00 BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 15-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 16-00-00 Fire blocking is not included.Estimated quantity:15'fire blocking. NotesBCCALC®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 Lateral Deflection:Arbitrary (1")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. 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 andapplicablebuildingcodes.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 Rushmore 3010 Express - "A" Walkout - North HVAC Load Calculations for D.R. Horton 20860 Kenbridge Ct, Suite 100 Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Tuesday, September 8, 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 Rushmore 3010 Express - "A" Walkout - North Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:Rushmore 3010 Express - "A" Walkout - North Designed By:Jake Ryan Project Date:9/8/2020 Project Comment: Client Name:D.R. Horton Client Address:20860 Kenbridge Ct, Suite 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 North 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:766 CFM Per Square ft.:0.262 Square ft. of Room Area:2,926 Square ft. Per Ton:1,596 Volume (ft³):24,868 Building Loads Total Heating Required Including Ventilation Air:35,194 Btuh 35.194 MBH Total Sensible Gain:16,975 Btuh 77 % Total Latent Gain:5,029 Btuh 23 % Total Cooling Required Including Ventilation Air:22,004 Btuh 1.83 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:\ ...\Express 3010 ... c - East.rh9 Tuesday, September 8, 2020, 12:10 PM NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 Alexis Flores 1/10/23 X PM