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Home My WebLink AboutLA176610 7695 205th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 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"REFSIDING LEGENDALAP SIDING "B" (COLOR 1)LAP SIDING "A" (COLOR 1)PRODUCTCBD5" TRIMNOT USEDAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" TRIM 5" TRIM3 1/2" TRIM5" TRIM6:126:126:126:126:126:12CCCCAAAABBBB1'-0" 1'-0" 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0" 1'-0" 3 ROOF VENTS 5 ROOF VENTS4 ROOF VENTSICE & WATERALUMINUM FLASHINGBEHIND STOOP1x1'-0"7 7/16"612XXXXXADDRESS NUMBERSTEEL PANEL OVERHEAD DOORA6:12 PITCH6:12 PITCHDD1'-0"8' RAIN DIVERTERTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72723010-B-3.3RUSHMOREDRAWN: 3-29-2016-AWREVISED: 1-20-2017-LLSPEC HOMECUST:A DIVISION OF D.R. HORTON INCLIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLEPLANSL 8, B 1, CEDAR CROSSINGS7695 205th STREET WPERMIT/CONSTRUCTIONPERMIT/CONSTRUCT:1-2-20-LLRUSHMORE - 3010 B FRONTLEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"2x TREATED42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEA1'-0"7 7/16"612A1'-0"7 7/16"612A1x CEDARFLASH OVER ALL EXT OPGSASPHALT SHINGLES6:12 PITCH6:12 PITCH1'-0"1'-0"1'-0"6:12 PITCH1'-0"6:12 PITCH1'-0"1'-0"7 7/16"40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode01/09/2020dmathews NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSUNFINISHEDCRAWL SPACE46'-0"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"UP7R2-82-86'-8"5'-4"POURED 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. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" 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. 2016C2XRUSHMORE-3010-B-3.4-GLPERMIT/CONSTRUCT:1-2-20-LLPC#692: 10-15-2019-LLNOTE: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"6'-1" 8"POURED CONC. WALL18"x8" CONC. FTG.10" 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"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"COCKSILL 694 SQ. FT.NOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOMPOURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGHWINDOW & DOOR SCHEDULE-WALKOUTCALL-OUTU-FACTORROUGH OPENING6068 SGD0.3172 1/8" X 80"LOCATIONSHGCFAMILY ROOM0.32#10.3110.31BEDROOM3050 SH36 1/4" X 60 1/4"THE FRAMER WILLINSULATE, POLY & INSTALLBEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURRING WALLEXTERIOR 2X6 SIDE-WALLFULL HEIGHT 2x4 FURRING WALL2x6 EXTERIOR WALL ROOM IS FINISHED,NOTE: WHEN FAM/REC10'-0"6-0 SGD3050 SH2x6 WALKOUT WALL2x6 STUDS AT 16" O.C. 8" POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE6" CURB, 2" LEDGE16x8 CONC. FTG.MIN. 3'-6" BELOW GRADEBATH73 SQ. FT.2-8TPH 24" TOWEL BAR 36"10'-6"FAM./REC. RM300 SQ. FT.11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 12'-0"2-85-0BEDROOM152 SQ. FT.17'-0"3'-6"7'-6"4'-6"5-0 FBGLTUB/SHWR2'-7"1463 SQ. FT.4'-0"1'-4"RADON VENT PIPEPERFORATED 'T' PIPE TO& CRAWLSPACE SLABSEXTEND UNDER HOUSETHE FRAMER WILLINSULATE, POLY & INSTALLWALL BEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURR WALLGARAGE/HOUSE 2X6 COMMONFRAMED DOWNSOFFIT. HOLD AS4'-0"CLOSE TO MECH.DUCTS AS POSSIBLESILL COCK2'-6"PLANS7695 205th STREET WPLAN OPTIONS.WALKOUT BASEMENTPERMIT/CONSTRUCTIONFINISHED L.L. BATHGROUNDING RODTHRU PLATES5.55.578UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(2)9-1/2 Versa-Lam(2)7-1/4 Versa-Lam(2)11-7/8 Versa-Lam(2)7-1/4 Versa-Lam(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"10'-10"4'-6"12'-6"UP8RDN7RBEDRM #2BEDRM #3OWNERSBEDRMBATH#2FOYERLIVINGROOMKITCHEN6068 SGD3050 SH3050 SH3050 SH3-02-82-82-82-85'-10"1'-10"10'-4"5 1/2"HD-FLRHD-FLRCPTCPTCPTCPTHD-FLRVAULTEDVAULTEDVAULTED20 AMP.MICRO HOODCIRCUITRANGEREF.30"PANTRYDWSINK12" OVERHANG2x4 WALL16x7 OVERHEAD DOOR8x7 OVERHEAD DOORGARAGESLOPE TO DOORS4" CONC FLOOR618 SQ. FT.TYPICAL 2x6 GARAGE WALLSNOTE: COVERED PORCH113 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. 2016C3XOWNERSBATHHD-FLR2-82-82-84-04-02-82-8W.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 PIPETYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE8"DROPPED BEAM16" WIDE DROPPED SOFFIT(SEE SECTION)8"30"48"SLRUSHMORE-3010-B-3.4-GLPERMIT/CONSTRUCT:1-2-20-LLPC#692: 10-15-2019-LL24" TOWEL BAR24" TOWEL BAR TPHTPH W/ WOOD CAP42" HIGH HALF WALLWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3153 3/4" X 83 1/4"FOYER0.231KITCHEN3050 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"OWNERS BEDRM3050 SH20.3136 1/4" X 60 1/4"0.31CENTRAL RETURN10'-1 1/2"7'-7 3/4" 22x30ATTIC ACCESS 3'-0"4'-3"34x60 FBGL SHWR DININGPEAK OF VAULTVAULTED3'-0"HD-FLR5'-6"13'-0"HD-FLRCPTCHANGE INCEILING HGT3" 3'-0"CONSTRUCTIONPLANS7695 205th STREET WPLAN OPTIONS--NO SELECTIONS-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(2)7-1/4 Versa-Lam(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam(2)9-1/2 Versa-Lam3555.55.5 BEDRM #2BEDRM #3OWNERSBEDRMBATH#2FOYERLIVINGROOMDININGKITCHENGARAGECOVERED 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. 2016C4XRUSHMORE-3010-B-3.4-GLPERMIT/CONSTRUCT:1-2-20-LLPC#692: 10-15-2019-LLOWNERSBATH22x30ATTICACCESSELECTRICAL PLAN1ST FLOORSSDSD SDSD/CMDSSSS CS GFISFANSSPRINKLERSYSTEMRECEPTACLESGFIS SSSS S LLLSDISP.DWST UNFINISHEDCRAWL SPACEUNEXCAVATEDSCALE: 1/4"=1'-0"UTILITYACHVWHF.D.SUMPERVS & W SLEEVEELECTRICAL PLANUNFINISHED BASEMENTA/CWPSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFISWPSSLLLLCUSB CSDWPSS22x30 ATTIC ACCESS SSGFI FANLS 6'-0"SWPBATHSGFIFANFAM./REC. RMLLLLSD/CMDBEDROOMSSDSDDDLLLLLDSSCHIMESHCPLSSS CW.I.C.LLSMART HOMERECEPTACLEROUGH-INCEILING FANSSLOW VOLTAGESYSTEM RECEPTACLESMART HOMESYSTEM RECEPTACLEPLANS7695 205th STREET WPLAN OPTIONS.WALKOUT BASEMENTPERMIT/CONSTRUCTIONFINISHED L.L. BATH 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. 2016C5XRUSHMORE-3010-B-3.4-GLPERMIT/CONSTRUCT:1-2-20-LLPC#692: 10-15-2019-LL8'-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. FLOORGARAGEOWNERSBEDRMBEDRM #222'-0"28'-0"3'-6" 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" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-4"1'-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 BASE1/2"=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 WALLSSUBFLOOR8'-1 1/8"FOUNDATIONWALL 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:OPT #1: 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- OPT #2: 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"3'-6" 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'-3 1/4"9'-3 1/4" 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. 2016C6XRUSHMORE-3010-B-3.4-GLPERMIT/CONSTRUCT:1-2-20-LLPC#692: 10-15-2019-LL1/4"=1'-0"CROSS SECTION C-C16x8 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 H U T E S APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGSNOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHING4 MIL. POLY VAPOR / AIR BARRIERALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806WATERPROOFINGWATCH DOGTREATED 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.5/8" GYP. BD.W/ APPROVED SEALANT1/2" GYP. 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 AT1/2" SAG-RESISTANTTHRU 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.1/2" SAG-RESISTANT8'-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. IS11 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 SPACEOWNERSBEDRMGARAGE 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"=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.CRAWLSPACEBEDROOMLIVINGROOM ProductsPlotID Net Qty ProductLength PliesJ1 10 11-7/8" BCI® 4500s-1.8 38' 0" 1J2 4 11-7/8" BCI® 4500s-1.8 10' 0" 1B1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 1 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" 1STAIRWAYSTAIRWAYPORCH FRAMINGBY OTHERSUNEXCAVATEDSEE UPPERLEVEL FRAMINGSTART FRAMING HEREJOISTS @ 19.2" OCB1B1B2Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1J1J212' 0" 38' 0" 50' 0" 2' 0" 20' 0" 28' 0" 17' 0"19' 2"9' 10"46' 0"28' 6"10' 0" Sheet: 1 of 3DWG: Main 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.3-4-17AERevisions: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-B-GLD.R. HORTONMAIN LEVEL FRAMINGDESIGN = L/480BASE MODELMAIN LEVEL FRAMINGDETAIL N/ADETAIL N/ADETAIL N/A 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-B-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-B-GLD.R. HORTONROOF HEADERSDESIGN = L/360BASE MODELROOF HEADERSDETAIL N/ADETAIL N/ADETAIL N/A COPYRIGHT HANSON GROUP, LLC 2018©April 7, 2016Project Number:Date:6.151S11Sheets: of1Print 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.D R Horton 20860 Kenbridge Court #100Lakeville, MN 550443010-B-GL ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQO1'-512"±16'-3"±NOT TO EXCEED 10'-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 WALL 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" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGPROVIDE FASTENING OF ABOVE FRAMING EQUAL TOTHAT DETAILED FOR BRACED WALL PANELSCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN. 312" WIDTH & MIN.1114" DEPTH REQ'D)1'-512"±S1FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.POST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAILSIMPSON HTT5 HOLDOWNANCHOR FASTENED TODOUBLE STUDS w/12"Ø x 12" LONG SIMPSONTITEN HD SCREW-IN ANCHORCONCRETEFOUNDATIONBELOWMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLAN(4-FT)(4-FT) (5-FT) (5-FT)(4-FT)(4-FT) (4-FT) (4-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEOSBCONSTRUCTPORTAL FRAME ASSHOWN IN 3/S1PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.(4-FT)(3-FT)2x4 BLOCKING BETWEENTRUSSES NAILED TO TOPPLATES w/ (3) 8d NAILS EACHNAIL EACH JOIST TOTOP PLATE w/ (3) 8dTOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"INTERIOR BEARING WALLINTERIOR NON-BEARING WALLPROVIDE FULL DEPTHBLOCKING BETWEENJOISTS NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.PROVIDE JOISTDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.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.NAIL EACH TRUSS TO TOPPLATE w/ (3) 8d TOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.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 WALLROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.NAIL RIM TOPPLATES w/ 8dTOENAILS @6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH JOISTTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 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 4, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 3. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(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/ TRUSSESLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODESCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.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 - SFB AND CS-SFB. (MAY SUBSTITUTE OSB/PLYWOOD SHEATHING PER NOTE 3 FOR ALL FIBERBOARD SHEATHING)A.2x6 STUDS SPACED @ 16" O.C.B.MIN. WALL SHEATHING: 12 " FIBERBOARD SHEATHING w/ 134" GALVANIZED ROOF NAILS OR 8d NAILS OR 112" 16GAUGE STAPLES @ 3" O.C AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.3.NOTED "OSB" EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS 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 NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.4.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)5.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 NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.6.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 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.(MAY SUBSTITUTE FASTENMASTER 6” FRAMEFAST SCREWS FOR H2.5 CLIPS AND TOENAILS)C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.7.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.8.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).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 BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS(5-FT)(5-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEDescriptionDateRevision12-12-18Layout Change3-15-181Bracing Change12-12-182(7-FT) (8-FT)(5.5-FT)ONE-SIDED ONE-SIDED(5.5-FT)(5.5-FT)(5.5-FT) 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. DRH 3010 South HVAC Load Calculations for DR Horton Lakeville, MN Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Thursday, October 3, 2019 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 3010 South Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:DRH 3010 South Designed By:Michael Hoium Project Date:Thursday October 3, 2019 Client Name:DR Horton Client City:Lakeville, MN Company Name:Sabre Plumbing & Heating Company Representative:Michael Hoium Company Address:15535 Medina Road Company City:Plymouth, MN 55447 Company Phone:763-473-2267 Company Fax:763-473-8565 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:708 CFM Per Square ft.:0.242 Square ft. of Room Area:2,926 Square ft. Per Ton:1,664 Volume (ft³) of Cond. Space:20,672 Building Loads Total Heating Required Including Ventilation Air:34,738 Btuh 34.738 MBH Total Sensible Gain:15,871 Btuh 75 % Total Latent Gain:5,233 Btuh 25 % Total Cooling Required Including Ventilation Air:21,104 Btuh 1.76 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\Sales and Estimating\Heat Calcs\DRH\DRH 3010 South.rh9 Thursday, October 3, 2019, 8:47 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 3010 South Plymouth, MN 55447 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 1.76 1,664 2,926 15,871 5,233 21,104 34,738 398 708 708 System 1 1.76 1,664 2,926 15,871 5,233 21,104 34,738 398 708 708 10x14 Ventilation 749 3,132 3,882 5,014 Humidification 4,031 Zone 1 2,926 15,122 2,101 17,223 25,693 398 708 708 10x14 1-Crawl Space 684 151 0 151 3,392 53 7 7 1--4 2-Basement 779 2,291 0 2,291 6,922 107 107 107 1--6 3-Main Floor 1,463 12,680 2,101 14,781 15,379 238 594 594 6--6 M:\Sales and Estimating\Heat Calcs\DRH\DRH 3010 South.rh9 Thursday, October 3, 2019, 8:47 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 3010 South Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 200 5,398 0 3,317 3,317 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544 15A-10sffc-4: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 4' floor depth 330 1,436 0 0 0 15A-15sffc-4: Wall-Basement, concrete block wall, R-15 foam board to floor, no framing, no interior finish, filled core, 4' floor depth 305.3 1,036 0 0 0 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 251.7 1,095 0 307 307 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 1484.2 8,392 0 1,285 1,285 R49 16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles 1463 2,927 0 1,615 1,615 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide 1463 3,437 0 0 0 Subtotals for structure:25,693 0 7,068 7,068 People:6 1,200 1,380 2,580 Equipment:901 4,116 5,017 Lighting:750 2,558 2,558 Ductwork:0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 135, Summer CFM: 135 5,014 3,132 749 3,882 Humidification (Winter) 10.99 gal/day :4,031 0 0 0 Total Building Load Totals:34,738 5,233 15,871 21,104 Check Figures Total Building Supply CFM:708 CFM Per Square ft.:0.242 Square ft. of Room Area:2,926 Square ft. Per Ton:1,664 Volume (ft³) of Cond. Space:20,672 Building Loads Total Heating Required Including Ventilation Air:34,738 Btuh 34.738 MBH Total Sensible Gain:15,871 Btuh 75 % Total Latent Gain:5,233 Btuh 25 % Total Cooling Required Including Ventilation Air:21,104 Btuh 1.76 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\Sales and Estimating\Heat Calcs\DRH\DRH 3010 South.rh9 Thursday, October 3, 2019, 8:47 AM Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: X R-10/R15 X XR-20 XR-20 X R-21 X R-49 XR-49 XR-30 XR-32 X X Not applicable, all ducts located in conditioned space R-8 MECHANICAL SYSTEMS X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:40000 Capacity in Gallons:Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Cfm's Capacity continuous ventilation rate in cfms:5 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Location of duct or system: Select Type 84 furnace room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace Combustion Air Select a Type Balanced Ventilation Capcity in CFMS: High: High: Mechanical Ventilation System 68 50%=63 100%=130 NAT GAS R-410A Cooling System Rating or Size SEER or EER Tankless Output in Tons:2 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 34,738 HEAT GAIN 15,871 COOLING LOAD 21,104Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances Model R-value0.30 RU160iN BA13NA024 Rinnai Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 135 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SB36040S14 Average U-Factor (excludes skylights and one door) U: 0.31 Heating or Cooling Ducts Outside Conditioned Spaces Bonus room over garage Describe other insulated areas Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Location of duct or system: Ceiling, vaulted Bay Windows or cantilevered areas Rim Joist (1st Floor+) Wall Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor DRHorton MN License Number BC605657 Mailing Address of the Dwelling or Dwelling Unit 7695 205th Street W Cedar Crossings Plan ID 3010 South Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Community RADON SYSTEM Interior THERMAL ENVELOPE Either/OR, See Plans For Location In Attic Other Please Describe Here Below Entire Slab Total R-Value of all Types of InsulationType: Check All That Apply Non or Not ApplicableFiberglass, BlownFiberglass, Batts Insulation Location Foam, Closed CellFoam Open Cell 01/06/2020 X KP