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HomeMy WebLinkAboutLA176173 7681 205th St 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" TRIM6:126:126:126:126:12CCCCAAAABBBB1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"1'-0"1'-0" 1'-0"5 ROOF VENTS3 ROOF VENTS3 ROOF VENTS1'-5"1'-0"6:126:121.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72723035-A-3.3FINNEGANDRAWN: 5-14-2019-MGREVISED: 5-28-2019-MG SPEC HOMECUST:A D.R. HORTON COMPANYLIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLEICE & WATERALUMINUM FLASHINGBEHIND STOOP1xADDRESS NUMBERSTEEL PANEL OVERHEAD DOORTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN612XXXXXA6:12 PITCH6:12 PITCH1'-0"7 7/16"ABDA612612ELEVATION AFINNEGAN 30353'-6" 3'-6"PLANSL 9, B 1, CEDAR CROSSINGS7681 205th STREET WPERMITLEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"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 PITCH612612AAAA40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.240% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.22x TREATED6126121x CEDAR1'-0"1'-0"GRADE ELEV981.0GRADE ELEV977.8GRADE ELEV979.66GRADE ELEV977.8GRADE ELEV977.8GRADE ELEV977.8GRADE ELEV981.0GRADE ELEV979.66GRADE ELEV = 979.66GRADE ELEV = 981.0Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode12/12/2019shutchins 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. 2016C2XDRAWN: 5-14-2019-MGFINNEGAN 3035-A3.3-GLCHANGE MECH RM: 8-22-2019-LLPERMIT PLANS: 11-26-2019-LLWINDOW & 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"BATH51 SQ. FT.HD-FLRNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSUTILITY / LAUNDRYUNFINISHEDCRAWL SPACE49'-0"13'-8"5'-2"6'-5"7'-3"57'-0" 40'-8"6'-5" 57'-0"34'-0"23'-0"21'-0"2'-0"16'-2 1/4"17'-9 3/4"49'-0"19'-0"30'-0"19'-0"11'-0"5'-1"7'-10"1'-5 1/2"16'-1"1'-5 1/2"1'-1 1/2"8'-3"1'-7 1/2"16'-3" M.O.8'-3" M.O.23'-10"25'-2"11'-6"6'-4"UP7R2-816'-4"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 GRADEPOURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGH130 SQ. FT.UNEXCAVATED6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" 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. WALLTREATED BOTTOM PLATE18x8 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 WALL7'-3"22'-3"16'-2 1/4" 3'-6"3'-6"10'-9 3/4"7'-6"TREATED 2x8's 16" ON CENTER 16" CONC. PIER FTGMIN. 3'-6" BELOW GRADE6x6 POST6'-1"2-2x8 FLUSH BEAM2-2x8 FLUSH BEAM2-2x8 FLUSH BEAMNOTE: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"5'-5"5'-10"8"POURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE10'-4 1/4"13'-6 1/4"11'-7 3/4"16'-2 1/4"DROPPED BEAM11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 6'-8"8"ANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALL10'-0"5'-0"DROPPED HDR4'-1"ANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALL10'-0"5'-0"DROPPED HDR3'-9"16'-2 1/4"7'-0"17'-5 3/4" S & W SLEEVE 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECSACHVF.D.ERVDBL JOIST AT COLUMN ABOVE 7'-0"COCKSILL ANCHORS AT 6'-0" O.C.14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALLNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM30x30x12CONC. PAD FTG.THE FRAMER WILLINSULATE, POLY & INSTALLBEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURRING WALLEXTERIOR 2X6 SIDE-WALLFULL HEIGHT 2x4 FURRING WALL2x6 EXTERIOR WALL IS FINISHED,NOTE: WHEN BEDROOMFAM./REC. RMBEDRM #4170 SQ. FT.385 SQ. FT.8'-0 3/4"9'-9"CPTCPTDW 16X12 FRAMEDDOWN SOFFIT1'-4"RADON VENT PIPEPERFORATED 'T' PIPE TO& CRAWLSPACE SLABSEXTEND UNDER HOUSE7'-10"1'-4"THE FRAMER WILLINSULATE, POLY & INSTALLWALL BEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURR WALLGARAGE/HOUSE 2X6 COMMONSILL COCK29'-6"9'-11"2-82-830x30x12CONC. PAD FTG.8'-0"5-0 BI-FOLD11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 2-8TPH36"5-0 FBGLTUB/SHWR24" TOWEL BAR 2'-8"5'-0"12"DBL JOIST AT COLUMN ABOVE WHSUMPFRAMEDDOWN SOFFITPERMITPLANS7681 205th STREET WPLAN OPTIONSFINISHED L.L. BATHWALKOUT BASEMENT977.8981.0979.66977.8DROPPED 16"DROP TOP OFGARAGEFOUNDATION 16"DROP TOP OFGARAGEFOUNDATION 16"STEP IN FOOTINGFOUNDATION INSULATIONFRONT FOUNDATION WALL:-87 SQ FT/56 LIN FT= 1.55 RATIOR-15REAR FOUNDATION WALL:-25 SQ FT/49 LIN FT= 0.51 RATI0LEFT SIDE FOUND. WALL:-82 SQ FT/34 LIN FT= 2.41 RATIORIGHT SIDE FOUND. WALL:-21 SQ FT/40.67 LIN FT= 0.52 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-10R-15REQUIREMENTS2'-6 1/4"(3) 11 7/8" VERSA-LAM(2) 7-1/4" VERSA-LAM(2) 9-1/2" VERSA-LAM(1) 11 7/8" VERSA-LAM6104444456 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. 2016C3XDRAWN: 5-14-2019-MGFINNEGAN 3035-A3.3-GLCHANGE MECH RM: 8-22-2019-LLPERMIT PLANS: 11-26-2019-LLMFD TRUSSES AT 24" O.C. 57'-0"34'-0"23'-0"21'-0"2'-0"49'-0"19'-6"29'-6"18'-6"11'-0"UP7RDN8RBEDRM #2OWNERSBEDRMBATH#1FOYERLIVINGROOMDINING6068 SGD2W 3050 SH3-02-82-8HD-FLRCPTCPTCPTHD-FLRVAULTED8'-1 1/8" CEILINGGARAGESLOPE TO DOORS4" CONC FLOOR664 SQ. FT.TYPICAL 2x6 GARAGE WALLSNOTE: 5-0 FBGLTUB/SHWR1ST FLOOR PLAN1796 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'-0"9'-6"5'-3"5'-9"W.I.C.CPT36"BEDRM #3CPTFLEXCPT22x30ATTICACCESS8'-1 1/8" CEILING2040 SHGARAGE-TO-HOUSE COMMON WALL5/8" GYP. BOARD ONTO UNDERSIDE OF ROOF SHEATHINGTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMNTPH24" TOWEL BAR W/ WOOD CAP42" HIGH HALF WALLVAULT 8' CLG.VAULT RIDGECPT.HD FLR 22x30ATTICACCESS 24" TOWEL BAR3'-1"SHWR34x60 FBGLTEMPC-CD-D2-82-82-82-82-8OWNERSBATHHD-FLR2-82-82-83050 SH3050 SH2-8VAULTEDVAULT 2W 3050 SH2W 2020 FX16x7 OVERHEAD DOOR8x7 OVERHEAD DOOR(2) 2-0(2) 2-02W 3050 SH2-057'-0" 6'-0"13'-11"COVERED PORCH122 SQ. FT.5" 16" WIDE DROPPED SOFFIT (SEE SECTION)5"13'-6"40'-8"49'-0"23'-10"25'-2"5'-7"10'-8"10'-5"8'-4"2'-4"8'-1"2'-4"8'-5"9'-10"5'-7"6'-4"17'-7"7'-7"3'-6"4'-1"11'-3"11'-7 1/2"4-0 x 7-0 OPG6'-5"9'-11" 16'-4"6'-8"29'-6"7'-0 1/2" VAULT 2'-8" MFD TRUSSES AT 24" O.C. MFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.2x6 WALLW/ WOOD CAP42" HIGH HALF WALL5'-0"1-63'-0"3'-6"7'-3"9'-5"2'-10"CPT.HD FLRHD-FLR10'-8"6'-0"2'-4"2'-5"3'-0"12'-8"3'-7 1/2"5'-8 1/4"5'-0"7'-0 1/2"3'-7 3/4"3'-7 1/2" 19'-10" 3'-8 1/4"3'-1"3'-3"5'-8"4'-0"6'-7"2'-3 1/2"3'-7 1/2"6'-6"6'-2"LIN. CLST. 16'-0"3'-8 1/2"3'-8 1/4"WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138 1/4" X 83 1/4"FOYER0.231STUDYFLEX2W 3050 SH10.310.3172 1/8" X 60 1/4"DINING 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"0.31OWNERS BATH10.310.31LIVING ROOM2W 3050 SH72 1/8" X 60 1/4"OWNERS BEDRM2W 3050 SH10.310.3172 1/8" X 60 1/4"2040 SH24" X 48"10.310.318'-10 3/4" INSIDE FRAMINGKITCHENHD-FLRVAULTED6'-11"12" OVERHANG2x4 WALLCABINETS2-420 AMP.MICRO HOODCIRCUITRANGE5'-0"24'-0 1/2"6'-0"2'-4"2'-4" 6'-10"3'-6"5'-0"6'-9 1/4"SINKDW 2'-6"3'-6 1/2"3'-0"REF.14'-4 1/4" 5'-2 1/4"11'-9 3/4"3040 SH10"SUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW3040 SHKITCHEN10.3136 1/4" X 48"0.3110.310.32DINING ROOM2W 2020 FX47 5/8" X 24"60"TPH8'-0"RADONVENT PIPE RETURN1/2BHD-FLR24" TOWEL BARTPH2-42-84'-9 3/4"1'-7 1/4"2'-6"5'-0 1/4"CENTRAL 2x6 WALL5'-7 3/4" 4'-11 1/2" 2'-3 1/4"6'-5"1'-7 1/4"2x6 WALL 3-8 x 7-0 OPG PERMITPLANS7681 205th STREET WPLAN OPTIONS---DROPPED 16"AND HALF WALLWOOD LANDING, STEPSNOTE: (2) 7-1/4" VERSA-LAM(2) 9-1/2" VERSA-LAM(2) 11 7/8" VERSA-LAM(2) 9-1/2" VERSA-LAM(2) 9-1/2" VERSA-LAM(2) 9-1/2" VERSA-LAM(2) 9-1/2" VERSA-LAMPFHPFH44441044644463.5444 CSSD/CMDSPRINKLERSYSTEMRECEPTACLESSCALE: 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. 2016C4XDRAWN: 5-14-2019-MGFINNEGAN 3035-A3.3-GLCHANGE MECH RM: 8-22-2019-LLPERMIT PLANS: 11-26-2019-LLELECTRICAL PLAN1ST FLOORSSTCHIMESWPSDSDSFANSCALE: 1/4"=1'-0"ELECTRICAL PLANBASEMENTLOW VOLTAGESYSTEM RECEPTACLESWPA/CWPSDSSD/CMDSLLLLGFISDWPCSGFI S LLLLLLCLSDDLLDSFANSSHCPSMART HOMESYSTEM RECEPTACLELCLSSCBATHUTILITY / LAUNDRYUNFINISHEDCRAWL SPACEUNEXCAVATEDFAMILYBEDRM #4S & W SLEEVE SSLBEDRM #2OWNERSBEDRMBATH#1FOYERLIVINGROOMDININGGARAGEW.I.C.BEDRM #3KITCHENFLEX22x30ATTICACCESS22x30 ATTIC ACCESS OWNERSBATH1/2BCOVERED PORCHS S DS LLLLSSSS LLSSSS FANFANGFIGFIS LS GFIGFI SSSSLS LLLLSSSDFOR FUT. WSLLSMART HOMESYSTEM RECEPTACLESSDISP. DW USB CL15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFIACHVF.D.ERVSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLEWHSUMPROUGH-INCEILING FANSSREC. RM 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. 2016C5XDRAWN: 5-14-2019-MGFINNEGAN 3035-A3.3-GLCHANGE MECH RM: 8-22-2019-LLPERMIT PLANS: 11-26-2019-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. FLOORGARAGEBEDRM #3BEDRM #421'-0"34'-0"4'-10" POUREDCONC WALL1/4"=1'-0"CROSS SECTION A-ABEDRM #2OWNERSBATH3 1/2" CONC. FLOOR3/4" 350 SUBFLOOR11 7/8" MFD I-JOISTS8'-1 1/8"1'-0"1267 7/16"2x8 JOISTS5/4" DECKINGPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESET ON 6" THICKPOURED CONC. WALLCONC. SIDEWALKDROPPED BEAMKITCHENUNFINISHEDCRAWL SPACE40'-8"6'-5"3'-6" POUREDCONC WALL1/4"=1'-0"CROSS SECTION B-BDININGFLEXROOMTYPICAL 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"10'-7 1/4"1/2"=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: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 BOLTS6 7/8"TOP/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 NAILSMFD TRUSS3122-2x8FLUSH BEAM5'-0"1/4"=1'-0"CROSS SECTION A1-A1MFD TRUSS4" CONC. FLOOR3/4" SUBFLOOR11 7/8" MFD I-JOISTS4" CONC. FLOORGARAGE34'-0"4'-10" POUREDCONC WALLMUDRM10'-7 1/4" 8'-1 1/8"8'-1 1/8"1'-0"1267 7/16"OWNERS BEDRM3/4" SUBFLOOR11 7/8" MFD I-JOISTS8'-1 1/8"FRAMED DOWNCEILING12'-10 3/4"OSB SHEATHING& POLY BY FRAMERSFAMILY/REC ROOM12613'-6 1/2"UTILITY / LAUNDRY23'-0"126MFD TRUSSMFD TRUSS126DROPPED 16"DROPPED 16"FOOTINGSBEYOND 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. 2016C6XDRAWN: 5-14-2019-MGFINNEGAN 3035-A3.3-GLCHANGE MECH RM: 8-22-2019-LLPERMIT PLANS: 11-26-2019-LLGARAGE SLAB LEDGE DETAIL1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANTEXTEND POLY VAPOR1-1/2" THERMAX2-1/4"X12" DUCTINSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL1/2"=1'-0"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.11 7/8" MFD I-JOISTS3/4" 250 SUBFLOOR4'-9 5/8"3 1/2" CONC. FLOOR3/4" 350 SUBFLOOR11 7/8" MFD I-JOISTS4'-4 1/8"8'-1 1/8"8'-1 1/8" 8'-1 1/8"3'-6" POUREDCONC WALLLIVINGROOM1/4"=1'-0"CROSS SECTION C-C4" CONC. FLOORUNFINISHEDCRAWL SPACEBEDRM #316x8 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 CHU 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. BEDRM1'-6 5/8"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.CRAWLSPACELIVINGROOMOWNERSBEDRMDININGROOM5'-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 SIDE 11-7/8" I-JOISTS 4'-10" POUREDCONC WALL4" CONC. FLOOR ProductsPlotID Net Qty ProductLength PliesJ1 11 11-7/8" BCI® 4500s-1.8 42' 0" 1J2 1 11-7/8" BCI® 4500s-1.8 18' 0" 1J3 4 11-7/8" BCI® 4500s-1.8 16' 0" 1J4 4 11-7/8" BCI® 4500s-1.8 12' 0" 1B1 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 4' 0" 1B2 2 Beam by others 6' 0" 1Ca1 12 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1STAIRWAYSTAIRWAYPORCH FRAMINGBY OTHERSUNEXCAVATEDSTART FRAMING HEREJOISTS @ 19.2" OCSEE UPPERFLOOR LAYOUTB2B2B1B1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1J2J1J3J49' 11"40' 8"57' 0" 2' 0" 21' 0" 34' 0" 19' 0" 19' 0" 11' 0" 49' 0" 6' 5"6' 8"29' 6"Sheet: 1 of 3DWG: Main LevelFile: Plan #3035By: Anthony EstevezDate: 6-19-19Scale: 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.Revisions: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 #3035-GLD.R. HORTONMAIN LEVEL FRAMINGDESIGN = L/480ALL ELEVATIONSMAIN LEVEL FRAMINGDETAIL N/ADETAIL N/A ProductsPlotID Net Qty ProductLength PliesJ1 16 11-7/8" BCI® 4500s-1.8 34' 0" 1J2 2 11-7/8" BCI® 4500s-1.8 24' 0" 1B1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 14' 0" 3B3 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" 1PORCH FRAMINGBY OTHERSSEE LOWERFLOOR LAYOUTSTART FRAMING HEREJOISTS @ 16" OCUNEXCAVATEDSTAIRWAYSTAIRWAYB3B3B2B1B1Ca1Ca1Ca1Ca1Ca1Ca1Ca1J1J26' 5"2' 0" 11' 0" 57' 0" 21' 0" 19' 0" 9' 11"49' 0" 6' 8"40' 8"34' 0" 19' 0" 29' 6"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" 2B2B149' 0" Sheet: 2 of 3DWG: Upper LevelFile: Plan #3035By: Anthony EstevezDate: 6-19-19Scale: 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.Revisions: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 #3035-GLD.R. HORTONUPPER LEVEL FRAMINGDESIGN = L/480ALL ELEVATIONSUPPER LEVEL FRAMINGALL ELEVATIONSWALKOUT OPTIONDETAIL N/A ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 20' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B3 8 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 8' 0" 2B4 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 20' 0" 2B5 1 Beam by others 6' 0" 1B6 6 Beam by others 4' 0" 1Pt1 2 Post by others 8' 0" 1PORCH FRAMINGBY OTHERSLOWERFLOORUPPERFLOORSTAIRWAYSTAIRWAYSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSSINGLETRIMMERSSINGLETRIMMERSPt1Pt1B1B4B2B3B6B6B3B3B3B6B6B6B6B59' 11"40' 8"57' 0" 2' 0" 21' 0" 34' 0" 19' 0" 19' 0" 11' 0" 49' 0" 6' 5"ROOF TRUSSESBY OTHERSPORCH FRAMINGBY OTHERSSAME PORCH HEADER ASELEVATION "A" BUT THEPOST LOCATIONSCHANGE SLIGHTLY.19' 0" 19' 0" 21' 0" 2' 0" 11' 0" 9' 11" 6' 5"PORCH FRAMINGBY OTHERSSAME PORCH HEADER ASELEVATION "A" BUT THEPOST LOCATIONSCHANGE SLIGHTLY.ROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSGIRDER BY OTHERS21' 0" 11' 0" 9' 11"19' 0" 19' 0" 2' 0" 6' 5"Sheet: 3 of 3DWG: Roof HeadersFile: Plan #3035By: Anthony EstevezDate: 6-19-19Scale: 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.9-12-19AE8-9-19AERevisions: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 #3035-GLD.R. HORTONROOF HEADERSDESIGN = L/360ELEVATION "A"ROOF HEADERSELEVATION "B"ELEVATION "C" DescriptionJune 17, 2019Project Number:Date:9.296S11Sheets: of2D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044Finnegan-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 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.(6-FT)(6-FT) (4-FT)(4-FT)(4-FT)(4-FT)(3.5-FT)(4-FT)(4-FT)(4-FT)(4-FT)(10-FT)(10-FT)(4-FT)(4-FT)(4-FT)(3.5-FT)(5-FT)(4-FT)(6-FT) (6-FT) ONE-SIDED ONE-SIDED BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)BRACEDWALL LINE1S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO WALKOUT FOUNDATIONSCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAILCONSTRUCTPORTAL FRAME ASSHOWN IN 3/S1PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(4-FT)(4-FT) BRACED WALL LINE(4-FT)(4-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(UPPER LEVEL 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)SCOPEDESIGN 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 - 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.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 NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE 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 CLIPS OR EQUIVALENT AND (3) 8d 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.6.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.7.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 BETTERw/ 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 CODES1FRAMING 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 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" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-412"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-412"±8-9-19Plan Changes8-9-191HARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENT COPYRIGHT HANSON GROUP, LLC 2019©DescriptionDateRevisionD R Horton 20860 Kenbridge Court #100Lakeville, MN 55044PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.PARTIAL MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY1S2REFERENCE PLANS2FRAMING DETAILDINING ROOM TALL WALL FRAMING2SEE 2/S2 FOR TALL WALLFRAMING @ DINING ROOMTALL WALL FRAMING ATKITCHEN BY SUPPLIERCL8'-118"WALL TOP & BOTTOM PLATES MAYBE STANDARD SPF MATERIALPROVIDE 2x6 BLOCKINGBETWEEN STUDS ATINTERVALS NOT TOEXCEED 10-FT ALONGHEIGHT OF WALL2x6 STUDS @ 16" O.C.TYPICAL FULL HEIGHTWALL FRAMING(BALLOON FRAMED)PROVIDE (1) 2x6 BEARINGSTUD & (1) 2x6 FULLHEIGHT KING STUD EACHSIDE OF WINDOW OPENINGPROVIDE (2) 2x10 HEADER312SCOPEDESIGN AND DETAIL OF THE TALL WOOD WALL FRAMING AT THE SIDE OF THE DINING ROOM FOR A SINGLE FAMILYRESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, ANDTHE 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 NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.2.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)3.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.4.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.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.5.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.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.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:90 MPH EXP. BCODES2015 MINNESOTA RESIDENTIAL CODEJune 17, 2019Project Number:Date:9.296S22Sheets: of2Finnegan ModelAll Elevations GR & GLMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:Ryan Mack8-9-1946673Date: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.Plan Changes8-9-191 1 03-00-0004-00-00ST011 ST02KS01JS01CS01CS02CS03CS04CS05CS03CS06CS02JS02CS07KS02ST03ST04ST05ST06ST07ST08ST09ST10H01 H02 ST1114-00-00 08-01-0208-01-0211-00-022 Page 1 of 3 Wall Summary Information 3035-Kitchen(Left elevation) BC CALC®Member Report Wall |14-00-00 |16 OCS July 16,2019 10:11:22 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 3 Wall Summary Information 3035-Kitchen(Left elevation) BC CALC®Member Report Wall |14-00-00 |16 OCS July 16,2019 10:11:22 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 11-00-02 20 01-04-00 2 roof Unf.Lin.(lb/ft)L 00-00-00 14-00-00 80 140 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 401 lbs 11.4%115%Spruce-Pine-Fir Bottom Plate 2x 401 lbs 11.4%115%Spruce-Pine-Fir OpeningsTagDescription Distance Ref.Elevation Ref.Height Width Justification 1 Window 10-00-08 Right 07-00-00 Bottom 48"36"Top/Middle Member SummaryTagProduct Plies Results Connection ST01 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed KS01 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed KS02 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed H01 2 x 10 SPF #2 2 Passed H02 Plank 2 x 6 SPF #2 1 Passed Wall Framing Net Tag Qty Product Plies Length ST01,ST02 2 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 12-00-00 ST03,ST04,ST05 3 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 10-00-00 ST06,S...0,ST11 6 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 08-00-00 KS01 1 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 12-00-00 KS02 1 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 10-00-00 JS01,JS02 2 2 x 6 SPF #2 1 08-00-00 CS01,C...3,CS04 6 2 x 6 SPF #2 1 04-00-00 CS05,C...6,CS07 3 2 x 6 SPF #2 1 02-00-00 H01 2 2 x 10 SPF #2 2 04-00-00 H02 1 2 x 6 SPF #2 1 04-00-00 BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 14-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 13-00-00 TP02 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 03-00-00 Fire blocking is not included.Estimated quantity:14'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. Page 3 of 3 Wall Summary Information 3035-Kitchen(Left elevation) BC CALC®Member Report Wall |14-00-00 |16 OCS July 16,2019 10:11:22 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: DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 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 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:60000 Capacity in Gallons:Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct X Not required per mech. code Passive Low: Other, describe: X Low: Cfm's Capacity continuous ventilation rate in cfms: " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Cedar Crossings Plan ID 3035 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 CellPer R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel.11/15/19 New Construction Energy Code Compliance Certificate Name of Residential Contractor DRHorton MN License Number BC605657 Mailing Address of the Dwelling or Dwelling Unit 7681 205th St W 155 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SC36060S17 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 Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances Model R-value0.30 RU199i BA13NA024 Rinnai Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 78 50%=88 90%=158 NAT GAS R-410A Cooling System Rating or Size SEER or EER On Demand Output in Tons:2 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 41846 HEAT GAIN 16385 COOLING LOAD 21682 Location of duct or system: Select Type furnace room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace Combustion Air Select a Type Balanced Ventilation Capcity in CFMS: High: High: Mechanical Ventilation System 199,000 DRH 3035 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 Friday, November 15, 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 3035 South Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:DRH 3035 South Designed By:Michael Hoium Project Date:Friday November 15, 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 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:727 CFM Per Square ft.:0.202 Square ft. of Room Area:3,592 Square ft. Per Ton:1,988 Volume (ft³) of Cond. Space:30,532 Building Loads Total Heating Required Including Ventilation Air:41,846 Btuh 41.846 MBH Total Sensible Gain:16,385 Btuh 76 % Total Latent Gain:5,297 Btuh 24 % Total Cooling Required Including Ventilation Air:21,682 Btuh 1.81 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 3035 South.rh9 Friday, November 15, 2019, 8:24 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 3035 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 1.81 1,988 3,592 16,385 5,297 21,682 41,846 483 727 727 System 1 1.81 1,988 3,592 16,385 5,297 21,682 41,846 483 727 727 10x14 Ventilation 860 3,596 4,457 5,757 Humidification 5,199 Zone 1 3,592 15,525 1,701 17,226 30,890 483 727 727 10x14 1-Basement 1,796 1,920 0 1,920 12,313 193 90 90 1--6 2-Main Floor 1,796 13,605 1,701 15,306 18,577 291 637 637 6--7 M:\Sales and Estimating\Heat Calcs\DRH\DRH 3035 South.rh9 Friday, November 15, 2019, 8:24 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 3035 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 0.29 227 6,127 0 3,475 3,475 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544 DRH- R15 8ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-15 board insulation to footing, no interior finish, 8' floor depth 325.3 1,670 0 165 165 DRH- R10 4ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-10 board insulation to footing, no interior finish, 4' floor depth 196 1,006 0 99 99 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 1545.2 8,738 0 1,335 1,335 15A-15sffc-8: Wall-Basement, concrete block wall, R-15 foam board to floor, no framing, no interior finish, filled core, 8' floor depth 325.3 962 0 0 0 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 8' floor depth 392 1,432 0 0 0 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 269 1,170 0 330 330 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 1796 3,594 0 1,983 1,983 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 1796 4,219 0 0 0 Subtotals for structure:30,890 0 7,931 7,931 People:4 800 920 1,720 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: 155, Summer CFM: 155 5,757 3,596 860 4,457 Humidification (Winter) 14.18 gal/day :5,199 0 0 0 Total Building Load Totals:41,846 5,297 16,385 21,682 Check Figures Total Building Supply CFM:727 CFM Per Square ft.:0.202 Square ft. of Room Area:3,592 Square ft. Per Ton:1,988 Volume (ft³) of Cond. Space:30,532 Building Loads Total Heating Required Including Ventilation Air:41,846 Btuh 41.846 MBH Total Sensible Gain:16,385 Btuh 76 % Total Latent Gain:5,297 Btuh 24 % Total Cooling Required Including Ventilation Air:21,682 Btuh 1.81 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 3035 South.rh9 Friday, November 15, 2019, 8:24 AM 12/05/19 X KP