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LA177915 18210 Hideaway Tr Permit pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT 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. 2014CF6:12 PITCHCC6:126:121'-0"1'-4"1'-0"1'-4" 1'-0"1'-4"1'-0"1'-4"1'-4"1'-0"1'-4"1'-0"1'-4"8:128:12AABBCC8:126:127'-0"36' RIDGE VENT8:1215' RIDGE VENT 8' RIDGE VENTAABB1'-0"1'-4"1'-0"1'-4"6:12ROOF PLAN1/8"=1'-0"AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM4" TRIM 4" TRIM 6" TRIM6" TRIM1-1/2"1"HARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIM1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIM'B' FRONTXXXXXADDRESS NUMBERSTEEL PANEL OVERHEAD DOORICE & WATERALUMINUM FLASHINGBEHIND STOOPFFF1'-4"1'-0 1/8"8126:12 PITCH1'-4"6:12 PITCH8" TRIMBKT11x20FYPON(TYPICAL)D812AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED6:12 PITCH1 1/2"1'-0"1'-0"1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725486-B-3.2ADAMSDRAWN: 8-24-2015-AWREVISED: 5-3-2018-LLSPEC HOMECUST:NORTHERN CRAFTSMANRAIN DIVERTER1xEREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENHLEFT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE2x TREATEDREAR ELEVATION1/8"=1'-0"1'-0"1'-0"6:12 PITCHFLASH OVER ALL EXT OPGSASPHALT SHINGLESA1'-4"7 7/16"6128:12 PITCH1'-0"3'-4"1'-4"7 7/16"612612AARIGHT ELEVATION1/8"=1'-0"6126121'-4"7 7/16"1'-4"7 7/16"8:12 PITCHA6:12 PITCHA1'-0"1x CEDAR1'-4"61261240% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2F18210 HIDEAWAY TRAILPERMIT/CONST.PLANSLOT 3, BLK 5PINNACLE RESERVE AT AVONLEAPERMIT/CONST: 2-22-2020-CF5 3/4"Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode03/09/2020dmathews UP16R F.D.R/I3/4B34x48FBGL SHWR36"FUTUREFAMILY RMFUTUREBEDRMUNEXCAVATEDUNFINISHEDSTORAGE / MECH.ACHVWHSUMP18'-0"42'-0" 39'-0" 3'-0" 44'-8" 15'-8"5'-10" 17'-6"21'-6" 2'-10"14'-8"3'-8"8'-7 3/4"13'-8 1/4"3'-7"17'-11 3/4"5'-4"50'-0"20'-10"2'-3 1/2"2'-3 1/2"16'-3"BASEMENT PLAN1/4"=1'-0"TYP. WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.NOTE:8'-4" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRDROPPED 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. 2014C2.0X6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS 18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 20'-4"5'-4"15'-0"ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL4'-2"10" TREAD CUT 2-62-42-84-0CONC PAD FTG30x30x12CONC PAD FTG30x30x124'-6 1/4"3'-1"9'-1"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHRADONVENT PIPE10'-0"2'-0"22'-0"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE10'-0"8'-3" M.O.7 1/2"8'-3"1'-1 1/2"3'-8" 2'-0" 5'-0"15'-4" 12'-0" COCK SILL 5'-7"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH8'-4"10'-10"1/2"=1'-0"FRONT PORCH LEDGER SECTION5 3/47 1/4"7 1/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST5 3/4" FROM1 1/2"AND BELOW TREATED2x8 LEDGERSTRTD 2x8 JOISTS16" O.C.(8) 10d COMMON NAILSTREATED 2x8(TOP OF FOUND TOBOTTOM OF DECK JOIST)5/4" DECKINGRIM BOARD1-1/8" OSB18" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHER1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACINGAND WOOD BLOCKINGSEE PAGE 5 FOR DETAILS2x12 BLOCKING2x12 BLOCKINGPORCH SKIRT DETAIL1/4"=1'-0"8"8"5'-0"8" 2'-0"3-2x10 DROPPED HDRCANT. JOISTS2-2x10 DROPPED HDR16" CONC. PIER FTG6x6 TREATED POSTMIN. 3'-6" BELOW GRADE18"x8" CONC. FTG.POURED CONC. WALL8" THICKMIN. 3'-6" BELOW GRADE8"4'-5"8'-9"71 SQ. FT.180 SQ. FT.480 SQ. FT.ADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CFHEADERNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOMWINDOW & DOOR SCHEDULE-WALKOUTCALL-OUTU-FACTORROUGH OPENING6068 SGD0.3172 1/8" X 80"LOCATIONSHGCFAMILY ROOM0.323050 SH0.3136 1/4" X 60 1/4"#11BEDROOM0.312W 3050 SH0.3172 1/8" X 60 1/4"10.31FAMILY ROOM17'-6"36x36x14 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE10'-0"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADETREATED 2x10's 16" ON CENTER 12'-0"7'-2"19'-2"1098 SQ. FT.20'-6"FOUNDATION INSULATIONFRONT FOUNDATION WALL:-19 SQ FT/57.33 LIN FT= 0.34 RATIOR-10REAR FOUNDATION WALL:-20 SQ FT/40 LIN FT= 0.50 RATIOLEFT SIDE FOUND. WALL:-65 SQ FT/21.67 LIN FT= 2.35+ RATIORIGHT SIDE FOUND. WALL:-76 SQ FT/39 LIN FT= 1.94 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTSNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS36x36x12 CONC. PAD FTG.POINT LOAD FROM ABOVE1/2"=1'-0"FRONT PORCH LEDGER DETAIL18" FLOOR TRUSSES 3/4" 1st FLOOR WALLSSUBFLOOR 9'-1 1/8" BASEMENT WALLS 3/4" SUBFLOOR6 1/4"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL. 2""MIN...5 1/4" 2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE16" O.C. UNDER 10'-0" SPAN12" O.C. OVER 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.FLOOR TRUSSESBLOCKING, LAID FLAT(2) TRTD 2x12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2x12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDELAG SCREWS1/2" DIAMETERINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BEUSP LTS19-TZ STRAPS TO BE ATTACHED TO DECK JOISTOR 2X12 BLOCKING AND ANCHORED INTO FLOOR TRUSS.(4) STRAPS PER DECK/PORCH, RATED AT 750# EACH,TO BE SPACED EVENLY. MAX 24" FROM END OF DECK LEDGERMINIMUM 3" PENETRATION THRU OSB RIM & FLOOR TRUSSW/ WOOD CAP42" HIGH HALF WALL4'-0"50'-0"9'-9 1/2"6'-6 1/2"12'-4"11'-4"3050-2 SH3050 SH2x6 WALKOUT WALL2x6 STUDS AT 16" O.C. 8" POURED CONC. WALLTREATED BOTTOM PLATE6" CURB, 2" LEDGE18x8 CONC. FTG.MIN. 3'-6" BELOW GRADE6068 SGD36x72CONC. PAD2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-4" HIGHCOCKSILL2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-4" HIGHGROUNDING RODTHRU PLATES18210 HIDEAWAY TRAILPERMIT/CONST.PLANSLOT 3, BLK 5PINNACLE RESERVE AT AVONLEAPLAN OPTIONSWALKOUT BASEMENT12'-0" 12'-0"(2)7-1/4 Versa-Lam555UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 1ST FLOOR PLAN1/4"=1'-0"1192 SQ. FT.NOTE:9'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 7'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C3.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CF5'-0"6'-11"UP16RDN16R5'-1"DROPPED BEAM4'-2"17'-6"6'-10"5'-0"11'-8"3'-4"18'-0"22'-0"42'-0"3'-0"15'-0" 39'-0"5'-0" 44'-8" 11'-4"7'-2"50'-0"6'-0"20'-10"6'-0"3'-7"3'-7"10'-5"10'-5"GREATROOMCPT.40'-0"12'-4"16x7 OVERHEAD DOOR14" MFD I-JOISTSINSTALL PER MFRS SPECS FLEXROOMCPT.WOODPORCH12'-0"14" MFD I-JOISTS INSTALL PER MFRS SPECS W/ WOOD CAP42" HIGH HALF WALL5'-4"20'-4"10' TREAD CUT W/ 14" TRANSOM3050-3 SH14" MFD I-JOISTSINSTALL PER MFRS SPECS 2-84-6 x 8-0 OPG 8'-6"2'-0"2W 3050 SH3050 SH11'-4"FLUSH BEAM16" WIDE DROPPED SOFFIT(SEE SECTION)GARAGESLOPE TO DOORS4" CONC FLOOR638 SQ. FT.TYPICAL 2x6 GARAGE WALLS8x7 OVERHEAD DOORMFD TRUSSES AT 24" O.C.FLUSH BEAM10'-0"4'-9"5'-3"2'-0"3'-8"22'-6"DROPPED BEAM8'-4"10'-10"6068 SGD8"8"8"126 SQ. FT.DROPPED BEAM2'-0"8"TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASEDININGHD-FLR3'-11 1/2"2-81/2BPED.2x6 WALL5'-10"4'-8 1/2"6'-3"MUD RMHD-FLRHD-FLR(2) 1 3/4 x 14 VERSA-LAMCPT.HD-FLR2'-0"3'-6"10'-0"17'-2 1/2" 7'-0"6'-7"5'-10 1/2" 12" OVERHANG 4'-2 1/2" 3'-10" 4'-2 1/2" 5'-1 1/2"DROPPED BEAM5'-1 1/4"5'-8 3/4"9'-9 1/2"6'-6 1/2"SUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW3040 SH24" TOWEL BARTPH5'-2"3'-11 1/2"8'-6"FOYERHD-FLR4-6 x 8-0 OPG 3'-10"4-0 x 8-0 OPGCLOSHD-FLR2-416'-8 1/2" INSIDE FRAMING3'-7"2-4RADONVENT PIPE3-0 x 8-0 OPG 2-410'-6 1/2"WIPHD-FLR3"3"2-44'-3 1/4"3'-0"2'-8 1/4"3'-7"3-0 DOORw/ 14" SIDELITE20'-6"2'-10"DOWN SOFFITTO 8'-0"FRAME12" SHELF5-1/4"x7" VERSACOLUMNFRAMERS TO INSULATE FLOORSPACE AT FRONT OF GARAGEON ALL WALLS & CEILINGGYP. BOARDNOTE: FLOORING ATTOP LANDING TOMATCH DINING RM4'-4 1/2"INSIDE FRAMING2'-11 3/4"1'-8"1'-1 1/2"FRAMED DOWNSOFFIT. HOLD ASCLOSE TO MECH.DUCTS AS POSSIBLE10X16 KIT.HD-FLRDWSINKREF.OVEN20 AMP.MICRO HOODCIRCUITCOOKTOPPANTRYGASVENT MICROHOODTO OUTSIDE KITCHEN BACKSPLASHGAS FP R.O.6'-4"4'-11 3/4"4'-11 3/4"42" X 40-1/8"18210 HIDEAWAY TRAILPERMIT/CONST.PLANSLOT 3, BLK 5PINNACLE RESERVE AT AVONLEAPLAN OPTIONSGAS FIREPLACESIGNATURE KITCHENWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.31FOYER0.2313050 SHGREAT ROOM11KITCHEN3040 SH1DINING ROOM6068 SGD W/ TRANS2W 3050 SHFLEX ROOM13W 3050 SHGREAT ROOM10.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.310.3172 1/8" X 94"0.320.310.3172 1/8" X 60 1/4"0.31108" X 60 1/4"0.3153 3/4" X 83 1/4"55555577ShearwallPFGPFG(2)11-7/8 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)14" Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)14" Versa-Lam(2)14" Versa-Lam(2)9-1/2 Versa-Lam These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C4.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CF2ND FLOOR PLAN1/4"=1'-0"1584 SQ. FT.LIVING AREANOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. SECOND FLOOR WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRCENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR OWNERS BATH W/1/2"=1'-0"SHOWER BASEFIBERGLASS BASE18"DETAIL 'A'36X60 FIBERGLASSCL16" @ 34" SHWR4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE SEATS & TOE LEDGES 10-3/4"36"VALVE17-3/16" @ 36" SHWR40'-0"10'-10"3'-8"3'-0"8'-2"14'-6"3'-9"10'-7"11'-2"42'-0"17'-6" 39'-0"3'-0" 42'-0"19'-2"40'-0"20'-10"12'-8"6'-6"12'-9"5'-7"OWNERSBEDRMCPT.DN16R3'-8"BEDRM #2CPT.GAMEROOMCPT.OWNERSBATHHD-FLRLAU.HD-FLR4'-0"10'-0"3'-6"3'-7"2'-11"6'-8"6'-0"3'-10"3'-8"4'-0"6'-0"3'-10"8'-2"6'-1"2'-6"3'-6" 10'-2"3'-6"3'-4"3050 SH3050 SH3050 SH3050 SH3020 SL3050 SH2'-4"3'-4"2-62-42-82-42-02-42x6 WALL10" TREAD CUT D66"MFD TRUSSES AT 24" O.C.GIRDER TRUSS3040 SHTEMP GL2'-7 3/4"1'-9"W2x6 WALLTPH 24" TOWEL BAR7'-1"3'-4"2'-3"3050 SH3050 SHNO TOP PLATESAT GIRDER TRUSSNO TOP PLATESAT GIRDER TRUSS17'-6"12'-4 3/4"12'-1 1/4" 11'-8"5'-10"15'-2"2'-8"BEDRM #4CPT.BEDRM #3CPT.3'-8"BATH #2HD-FLR4'-6"6'-9"6'-9"5'-11"2'-9 1/2"8'-6"W.I.C.CPT.2-62-62-65-066"5-0TUB/SHWR2x6 WALL42" HIGH HALF WALLW/ WOOD CAPRADONVENT PIPE22x30ATTICACCESS4'-7 1/2"5-011'-8"3'-8"5'-10"5-04'-2"2'-9"24" TOWEL BAR3'-10 3/4"11'-3"4'-0"4-02-42-42-42'-6"5'-11"TPH 1'-5"2'-6"7'-4"7'-2"3'-2 3/4"2'-5"2-62W 3020 FX3050 SH9'-2"2'-6"5-1/4"x5-1/4"VERSACOLUMN5-1/4"x5-1/4"VERSACOLUMNOR EQUIV.TEMPNOTES:ALL TOE LEDGES AND SEATSARE 18" OFF THE SUBFLOORBATOE LEDGES ARE MODEL BT-17BY BETTER BENCH SYSTEMSHEIGHT OF SHOWER SHELVES TO BEDEPENDENT ON TILE SELECTIONSMIXER VALVE IS ALWAYSCENTERED BELOW SHOWER HEADCDTHIS DETAIL REFLECTS MODEL #'s,HEIGHTS & LOCATIONS ONLY, ANDDOES REFLECT QUANTITIES PURCHASEDREFER TO DEC SELECTIONS FORSTD & OPTIONAL INCLUDED FEATURES42x60FBGL TUB3'-9"6" SPLASHW/ 36" GLASS PANEL48" HIGH 2X4 WALLW/ CT SURROUND34x60 FBGL BASETOELEDGESHWRSHELVES18210 HIDEAWAY TRAILPERMIT/CONST.PLANSLOT 3, BLK 5PINNACLE RESERVE AT AVONLEAPLAN OPTIONSTILED SHOWER SURROUND2ND SINK IN BATH #2WINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#BEDRM #31GAME ROOM3050 SH13050 SH33040 SH13050 SH1OWNERS BEDRMOWNERS BATHBEDRM #2BEDRM #420.310.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.31GAME RM/BATH #33020 SLIDER136 1/4" X 24"0.310.33050 SH36 1/4" X 60 1/4"3050 SH10.3136 1/4" X 60 1/4"0.31BEDRM #32W 3020 FX0.310.3272 1/8" X 24"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(2)7-1/4 Versa-Lam F.D.R/I3/4BFUTUREFAMILY RMFUTUREBEDRMUNEXCAVATEDUNFINISHEDSTORAGE / MECH.ACHVWHSUMP1/4"=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. 2014C5.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CFELECTRICAL PLANBASEMENTSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLEGFILOW VOLTAGESYSTEM RECEPTACLES SDA/CWPSSMART HOMESYSTEM RECEPTACLE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEWATER SOFTRECEPTACLESWP18210 HIDEAWAY TRAILPERMIT/CONST.PLANSLOT 3, BLK 5PINNACLE RESERVE AT AVONLEAPLAN OPTIONSWALKOUT BASEMENT 1/4"=1'-0"GREATROOMFOYERGARAGEFLEXROOMSTOOPThese 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. 2014C6.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CFSSWPSSWPS SS GFISDELECTRICAL PLAN1ST FLOORCSSSSPRINKLERSYSTEMRECEPTACLE1/2BFANTGFI WICSS S DININGS S SSMUD RMWIP1/4"=1'-0"ELECTRICAL PLAN2ND FLOORRRRLLLLKIT.SSCHIMESHCPS2nd SMARTHOME RECEPTOWNERSBEDRMBEDRM #2LAU.CEILING FANROUGH-INSSDSSSS SD/CMDCSSGFIGFIFANOWNERSBATHSSFAN LBEDRM #4BEDRM #3W.I.C.SSSDSDSSS S SD/CMDSBATH#222x30ATTICACCESSFANGFIGFISSS SSSD/CMDS SS LIGHT FIXTURE SCHEDULEDOME LIGHTLED DISC LIGHTRECESSED FIXTLLPEND.PENDANT LIGHTSWALL FIXTURESCEILING LIGHTDDDDDDDDLLLLLLLDLLLLLLLGAMEROOMLLLLSDISP.DWSUSBLS PEND.PEND.4'-0"8'-0"SLLSLLLLTECH TUBE18210 HIDEAWAY TRAILPERMIT/CONST.PLANSLOT 3, BLK 5PINNACLE RESERVE AT AVONLEAPLAN OPTIONSGAS FIREPLACESIGNATURE KITCHENKITCHEN PENDANT LIGHTINGGREAT ROOM LIGHTINGDINING ROOM LIGHTINGTILED SHOWER SURROUND2ND SINK IN BATH #2CD CD 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. 2014C7.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CF9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 3/4" 8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR18" MFD FLOOR TRUSSES14" MFD I-JOISTSMFD TRUSS1'-4"6127 7/16"MFD TRUSS39'-0"1/4"=1'-0"CROSS SECTION A-A9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 3/4" 8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD TRUSS1'-4"6127 7/16"MFD TRUSS61239'-0"1/4"=1'-0"CROSS SECTION B-B4" CONC. FLOORGIRDER TRUSS3'-0"1'-4"612BEDRM #4W.I.C.GARAGEDROPPED BEAMDROPPED BEAMFOYEROWNERSBEDRMGREATROOMGAMEROOMLAU.DROPPED BEAM16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-4"POURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE2x10 JOISTS5/4" DECKING2-2x10DROPPED BEAMSET ON 6" THICKPOURED CONC. WALLCONC. SIDEWALKCANT.JOISTS8"7'-0"7'-8"TOP OF THRESHOLDTO TOP OF JOIST5-3/4" FROM7 7/16"5'-0"WOODPORCH1'-4"7 7/16"18" MFD FLOOR TRUSSES14" MFD I-JOISTS6123'-4"612 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. 2014C8.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CF1'-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 BASE GARAGE 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.9'-1 1/8" 10'-3 7/8"9'-8 3/4" 8'-2"8'-1 1/8"40'-0"3 1/2" CONC. FLOORHAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA3/4" SUBFLOOR14" MFD I-JOISTS3/4" SUBFLOOR8'-4" POUREDCONC WALL18" MFD FLOOR TRUSSES1/4"=1'-0"CROSS SECTION C-C6'-8"MIN HEADROOM6'-8"MIN HEADROOM TYPICAL WALL SECTION1/2"=1'-0"9'-1 1/8"TRUSSES PER PLAN3/4" SUBFLOORVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD 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 R806EXT. SPRAY-ON WATERPROOFINGWATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINUOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ SILL SEALERMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEENAPPROVED GAS-PERMEABLE LAYERPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100POURED CONC. WALL8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED AT8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.JOISTS PER PLAN3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN. HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)W/ VAPOR BARR.5/8" GYP. BD.APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGS4 MIL. POLY VAPOR / AIR BARRIERW/ APPROVED SEALANTGYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANT1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTED1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEFINISHED GRADEWILL VARYJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAM2x6 EXTERIOR WALL(SEE OSWELL ENGINEERING)R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.171/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.172x6 EXTERIOR WALL3.5" MIN. POLYURETHANE FOAMAT PERIMETER R=203.5" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF AT1/2" SAG-RESISTANTRUNNING THRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)VENT PIPER-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECSALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTERALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOMOF FOUNDATION WALL16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE(IF REQUIRED PER FOUNDATIONEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOPCALCULATIONS, R402.2.8.A)R-5 RIGID INSULATION(AT SIDE LOOKOUT FOUNDATION ONLY,NOT AT REAR LOOKOUT WALLS)R-5 RIGID INSULATION-ON INSIDETAPE & SEAL AT TOPFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)W/ R-10 DRAINAGE BOARDROLL-ON WATERPROOFINGWALL EDGE, ACROSS THE TOP, ANDEXTEND FROM TOP INTERIOR6" DOWN THE EXTERIOR WALL FACEBATH#2W.I.C.7'-4"LIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLE14" TO TOP OF STONE VENEER1"=1'-0"WALL DETAILLOOKOUT FINISH2x6 TREATEDSILL PLATE1x6SILL PLATE2x4 INTERIORWALL2x_ TREATEDBLOCKING1/2" GYP. BD.1/2" GYP BD LEDGE6-1/2" CAP BOARDSHOE PERIMETERWINDOW FRAMEEXTERIOR SHEATHINGR-10 EXTERIORINSULATIONR-5 INTERIORINSULATION (IFREQ'D PER CODE)1/2"=1'-0"FLOOR DETAILDENSE PACK FIBERGLASS3/4" SUBFLOOR6" ROUND DUCTWORKMANUFACTURED I-JOISTSR-8 INSULATION WRAPNETR-30 SPRAY FOAM INSUL.4.34" AROUND DUCTWORK(R-6.9 PER INCH)BLOWN-IN INSULATION1" CLOSED-CELLSPRAY FOAM5/8" GYP. BD.CLOSMECH CHASE FRAMED DOWNSOFFIT. HOLD ASCLOSE TO MECH.DUCTS AS POSSIBLE FOUNDATION DETAILAT FOOTING STEP LOCATIONS1F1DescriptionDateRevisionProject Number:Date:F11Sheets: of2Print Name:Signed: License Number:Nick Hanson46665Date: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.January 1, 20200.0011-1-202020 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2F1WALL SECTIONLOOKOUT WALL CONDITION3F1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4F1WALL SECTIONFULL HEIGHT WALL CONDITION5F1REBAR TABLE6F1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2020©3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comDRAWING USE GUIDELINES AND LIMITATIONSTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE.THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.LIMITATIONS1.BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOPOF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT).2.STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT.3.OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.4.STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED.5.EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS.6.ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURALENGINEERING DOCUMENTS.COLD WEATHER GUIDELINES:1.THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2.DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3.DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT WITH FROZEN MATERIALS.4.REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE.5.BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.MATERIALSCONCRETE WALLS:F'c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS:F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE.AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX.REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60TREATED SILL PLATE:SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING PRESSURE1,500 PSF MINIMUMGENERAL NOTES1.DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVESTRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLYSUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESSADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERALCONTRACTOR.2.STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.3.112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS.4.STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIPFOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE.5.PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS.6.SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEETUNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.7.BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, ANDINSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTEDOTHERWISE.8.ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALLTHICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS.9.REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BARDIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET.10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVERIS ACHIEVED ON ALL SIDES.11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS.12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN.VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS.13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINORFORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS.14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONSARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALLCORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS INLENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELSMAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHTFOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOADTRANSFER OVER A SILL PLATE OVERHANG CONDITION.15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1.16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS.17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS.18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL ANDDIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICALREINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDINGIS ACHIEVED.19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING.MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS.EQUIVALENT REBAR TABLEFOR BUNDLED HORIZONTAL BARS(2)#4 = (1)#6(3)#4 = (2)#5(3)#5 = (2)#6GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE 5/F1)BACKFILL HEIGHT(SEE 5/F1)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10"12"8"10"12"8"10"12"NONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24"24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40)(2) #4 HORIZONTAL BARSBOTH TOP & BOTTOMEXTENDED AT LEAST 24"BEYOND EACH END OF STEPSTABLE BANKHIGH FOOTING MAY BEEXTENDED PROVIDEDBARS ARE PLACED ASSHOWNHORIZ. BARSTOP & BOTTOM6" MIN THICK CONCRETEFOUNDATION, SEE OTHERDETAILS FOR MORE INFOOPTIONAL CONTROL JOINTAT EACH END OF STEP72" MAX SPANEQ.EQ.24" MINDETAIL B3" MIN TYPCONCRETE STRIPFOOTING11BDETAIL A36" MINSTEP2 x STEPSTEP NOTE:DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEPLOCATIONS SHOWNREAR FROST WALLLOOKOUTWALLFULL HEIGHTWALLGARAGE FROSTWALLELEVATIONSHOWN FORREPRESENTATIONPURPOSES ONLY-MAY NOT APPLYELEVATIONSTEP SPACING REQUIREMENTSATYP.6"MIN.WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAYFROM FOUNDATIONOPTIONAL STEM WALLMINIMUM THICKNESS TOMATCH SILL PLATESILL PLATE TO MATCHFRAME WALL ABOVE16" MAX FOR 4" THICK STEM24" MAX. FOR 6" THICK STEMSLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL6" MIN. C.I.P. CONCRETEFOUNDATION WALLUNREINFORCED CONCRETESTRIP FOOTING SEE 5/F1#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDE6"MIN.6'-0" MAX WOOD FRAMINGABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAY FROMFOUNDATION AT A GRADUAL 2%SLOPE PER GENERAL NOTE 6SILL PLATE TO MATCHFRAME WALL ABOVE#4 x CONTINUOUS HORIZONTALBARS @ 24" O.C. TYP.OPTIONAL 2" RIGID INSULATION ONINSIDE FACE AND UNDERSLAB-ON-GRADE FOR 24" MIN.UNREINFORCED CONCRETESTRIP FOOTING SEE 5/F1(DROP FOR FROST ASREQUIRED PER SITE DESIGN)#4x2'-0" DOWELS @ 48" O.C.MAX (5" MIN. EMBED)(1) #4 x CONTINUOUS HORIZONTALBAR AT TOP OF WALLOPTIONAL SLAB LEDGECONCRETE SLAB-ON-GRADE8" MIN. C.I.P. CONCRETEFOUNDATION WALL#4x4'-0" HOOKS @ 24" O.C. BENT ORDRILLED AND EPOXY GROUTED3'-0"1'-0 " NO HOOKS @ 3'-0" OR LESS GRANULAR MATERIAL (SAND)DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0"#5 VERTICAL BARS @ 24" O.C.CENTERED IN WALL TO AID INTHE REDUCTION OF CRACKINGAND BACKFILLING ISSUES PRIORTO TOP OF WALL PINNINGCONTRACTOR IS TO PROVIDETEMPORARY TOP OF WALLBRACING UNTIL GARAGESLAB-ON-GRADE IS IN PLACE(HOOKS INTO GARAGE SLABPROVIDE REQUIRED TOP OFWALL LATERAL SUPPORT) CLEAR HEIGHT BACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETE STRIPFOOTING PER CODE OR BY BUILDINGDESIGNER, AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN AT LEFT8" MIN. C.I.P. CONCRETEFOUNDATION WALL-SEEREBAR TABLE 6/F1 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON 2/F2FLOOR TO SILLCONNECTION SEE 1/F2WOOD FLOORSYSTEM BY OTHERSSLOPE GRADE AWAYFROM FOUNDATION2x6 MIN SILL PLATECLEAR HEIGHT OF 8'-0" OR LESS(2)#4xCONT. HORIZONTAL BARSCLEAR HEIGHT OF 8'-0" OR MORE(3)#4xCONT. HORIZONTAL BARSGENERAL STRIP FOOTING SIZE GUIDEONE-STORYSTRUCTURE16" WIDE x 8" THICK20" WIDE x 8" THICKTWO-STORYSTRUCTURE20" WIDE x 8" THICK26" WIDE x 8" THICK2000 PSFSOIL1500 PSFNOTE: TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOMEDESIGNER AND IS BASED ON 25'-0" FLOOR SPANS & 50'-0" ROOF SPANSCONCRETESLAB-ON-GRADEPLACED TIGHT TOFOUNDATION WALL6"MIN.3'-0" MAX GRADE HEIGHT ABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL @48" O.C. (SAND SOIL)OR 36" O.C. (SANDY-CLAY SOIL)OR 24" O.C. (CLAY SOIL)DOWELS MUST BE WET SET ORDRILLED AND EPOXY GROUTED6" MIN. THICK C.I.P.CONCRETEFOUNDATION WALLSLOPE GRADE AWAYFROM FOUNDATION12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS(1) #4 x CONTHORIZONTAL BARAT TOP OF WALLFRAMING & SILLPLATE BY OTHERSSLAB-ON-GRADEBY OTHERS#4x2'-0" DOWELS @ 72" O.C.MAX (5" MIN. EMBED)UNREINFORCED CONCRETESTRIP FOOTING SEE 5/F1(18" MIN WIDTH FOR CLAYBACKFILL OR 16" MIN WIDTH IF2'-6" MAX UNBALANCED BACKFILL)SCOPE OF DRAWINGS:THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED ANDCERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESEDRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANTTO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR.THESE DRAWINGS EXPIRE ON DECEMBER 31, 2020.D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 COPYRIGHT HANSON GROUP LLC 2020©DescriptionDateRevisionJanuary 1, 2020Project Number:Date:0.001F22Sheets: of2Print Name:Signed: License Number:Nick Hanson1-1-2046665Date: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.CONNECTION INFOTOP OF WALL CONNECTION TOFLOOR SYSTEM1F2BRICK LEDGE INFO5F2WALL SECTIONAT WINDOW WELL LOCATIONS6F2STOOP INFO7F2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2F2BLOCKING DETAILFLOOR JOIST CONDITION3F2BLOCKING DETAILFLOOR TRUSS CONDITION4F2SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comVENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATIONWALL SEE 5/F1WOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS16" HIGH MAX x6" THICK MINSTEM6"MINWOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS6" MIN THICK STEM#4 DOWELS @ 36" O.C.EMBEDDED 24" INTOLOWER WALLFOUNDATIONWALL SEE5/F1VENEER ORSLAB-ON-GRADEBY OTHERS12"VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 2/F1 OR 3/F1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3'-0" MAX VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 4/F1SLAB-ON-GRADEFRAMING BYOTHERS6" MIN THICKSTEMDETAIL @ HIGH GRADESIM @ NON-BEARINGDETAIL @ LOOKOUTSIM @ FROST WALLDETAIL @ FROST WALLSw/ LOW GRADEDETAIL @ LOW GRADESIM @ NON-BEARING112"CLEARMINMAX#4 DOWELS @36" O.C.EMBEDDED 24"INTO LOWERWALL (CENTERIN STEMWALL)6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 2"Ø OR SQUARE WASHER SEE 2/F2FOR SPACING (7" EMBED MIN)-METAL STRAP ANCHORS TO BEINSTALLED AT MANUFACTUREREQUIVALENT SPACINGFLOOR SYSTEM, TYPE,SIZE, AND SPACING TO BEDETERMINED BY OTHERSRIM BOARD OR BRACINGMATERIAL BY OTHERS2x6 SILL PLATE MINIMUMFLOOR TO SILL CONNECTION ATEACH MEMBER SEE TABLE BELOWWASHER TO BE COUNTERSUNKFLUSH w/ TOP OF SILL PLATESEE FULL HEIGHT WALL SECTIONON 5/F1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****BACKFILL TYPECLEAR HEIGHT(SEE 5/F1)FLOOR MEMBERSPACING8'-0"9'-0"10'-0"16"19.2"A(4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBERSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)24"16"19.2"24"16"19.2"24"AAAAAAABAABBBBBCCCDDDDDDDCCONNECTION A(4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC ATEACH MEMBERCONNECTION CCONNECTION D(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ**OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS*ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/F1)BACKFILL HEIGHT(SEE 5/F1)8'-0"9'-0"10'-0"7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS72"* 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWNSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS72"72"72"72"72"72"72"72"72"72"72"72"48"60"72"48"60"72"36"48"72"36"36"72"72"72"48"24"24"ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS**ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/F1)BACKFILL HEIGHT(SEE 5/F1)8'-0"9'-0"10'-0"7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS48"** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED,12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHORSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS60"72"30"36"72"18"24"42"72"72"24"18"20"24"18"24"24"30"42"16"12"14"16"12"16"36"36"N/AN/A10'-0" MAX TO T.O.S. 1'-8" MAX FLASHING & WOODPROTECTION BYOTHERSFLOOR FRAMING ORBLOCKINGFLOORCONNECTIONSEE 1/F2 &2/F2C.I.P. CONCRETEWALL SEEADJACENTPLANS FORTHICKNESS &MAXIMUM WALLLENGTHSSEE FULLHEIGHT WALLSECTION 5/F1FORREINFORCINGSTOOPSLAB BYOTHERS13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL10'-6" @ 8" WALL13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL10'-6" @ 8" WALL3'-0" FULL HEIGHT BASEMENTMIN FULL HEIGHT FULL HEIGHT EXAMPLE CORNEROR STRAIGHT WALLOPTIONS -TYPSTOOP AREA8" MIN C.I.P. CONCRETEWALL SEE FULL HEIGHTWALL SECTION 5/F1NOTES:1.ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTERWIDTH EXCEEDS DIMENSIONS SHOWN.2.STOOP WALLS REQUIRE MINIMUM 16" WIDE x 8" DEEP CONCRETE STRIP FOOTING.EXAMPLE '1'EXAMPLE '2'EXAMPLE '3'SLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONNOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER.WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES.TYP * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES,FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE.** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH.*** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s.****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE ASTRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE.2x8 SILL PLATE TO BE USED w/MAXIMUM OF 112" OVERHANG(MAINTAIN 234" EDGE DISTANCETO BOTH CONCRETE AND INSIDEOF SILL PLATE) - VERTICAL LOADTRANSFER BY SUPPLIERBACKFILL BELOWEXTERIOR STOOP SLABSWITH COMPACTEDGRANULAR MATERIALTO FROST DEPTH(4'-0" MINIMUM)NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR@ BLOCKING SEE 1/F22 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWNOR SHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE 2/F2 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1.MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2.NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3.BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4.BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5.HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE 1/F22 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAYFROM FOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1.MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2.NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3.BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4.BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5.HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE 2/F2 FOR SPACING OFBLOCKING SYSTEM SHOWN10'-0" MAX 3'-8" MAX 2'-6" MIN OPENING 1'-6" MIN 3'-0" EACH WAY MIN112" TYP SLOPE GRADE AWAYFROM FOUNDATION#4 HORIZONTAL BARS @12" O.C. CENTERED INWALLS LAP AROUNDCORNERS AND HOOKINTO FOUNDATION WALL@ EACH SIDE (REFER TO5/F1 FOR HORZ. BARREQUIREMENTS w/ 8"C.I.P. WALLS)6" MIN C.I.P.CONCRETE WALL#4 VERTICAL BARS @EACH OUTSIDECORNER OF WELL(1)#4 x2'-0" DOWEL @EACH OUTSIDECORNER OF WELL (5"MIN EMBED)12" WIDE x 8" THICK MINSTRIP FOOTING(1) #4 HORIZONTALBAR AT TOP OF WALL(2) #4 HORIZONTAL BARSTOP & BOTTOM OFLINTEL EXTEND 24" MINPAST OPENING EACHEND (WOOD OR STEELOPTION BY OTHERS)WALL BEYONDPLACE (2) #4 VERTICALBARS FULL HEIGHT ANDONE ANCHOR w/IN 12" OFOPENING EACH END8" MIN C.I.P.CONCRETE WALLSLAB-ON-GRADEUNREINFORCED CONCRETESTRIP FOOTING SEE FULLHEIGHT WALL SECTION 5/F1LOOKOUTWALLSEE 3/F1GRANULARMATERIAL(SAND)SLOPEWINDOW WELLLADDER/ESCAPEMEANS BYOTHERS5'-0" EACH WAY MAXFLOOR SYSTEM BY OTHERS(DO NOT PLACE GIRDERS ORBEAMS OVER CONCRETE LINTELDESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL ATTHE DISCRETION OF THE BUILDER FOR ADDITIONALFROST PROTECTION AS REQUIRED PER SITE DESIGN6"MIN.A SECTION AD R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B3 2 Beam by others 6' 0" 1UNEXCAVATEDSTAIRWAYFLOOR TRUSSESBY OTHERSPORCH FRAMINGBY OTHERSOPTIONAL EGRESSWINDOW HEADER(2) 1-3/4"X7-1/4"X6'VERSA LAM LVLFLOOR TRUSSBY OTHERSBEAM TO HANGOFF TRUSS.HANGER BY OTHERS.B3B2B1B2B33' 8"42' 0" 3' 0" 39' 0" 20' 10"7' 2"40' 0"12' 0"20' 4"15' 4"2' 0" 10' 0"22' 0" 2' 0" 18' 0" 10' 0"ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 2 Beam by others 6' 0" 1B2B2B140' 0"18' 0" 10' 0"ProductsPlotID Net Qty Product Length PliesB1 2 Beam by others 8' 0" 1B2 1 Beam by others 4' 0" 1B1B1B240' 0"18' 0" 10' 0"UNEXCAVATEDSTAIRWAY4TH STALL OPT.AT THIS AREA20' 4"2' 0" 20' 10"38' 0" 2' 0" 10' 0"10' 0"19' 8"42' 0" 10' 0"Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5486-B-GLBy: Anthony EstevezDate: 1-3-17Scale: 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.3-14-19AE12-1-18AERevisions: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 #5486-B-GLD.R. HORTONBASEMENT BEAMSDESIGN = L/360BASE MODELBASEMENT BEAMSWALKOUT OPTIONLOOKOUT OPTION4th STALL OPTION ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 1 Girder Truss by others 22' 0" 1B3 10 Beam by others 4' 0" 1Pt1 2 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 10' 0" 1STAIRWAYSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSPt1Pt1B2B3B1B3B3B3B3B3B3B3B3B342' 0" 40' 0"39' 0" 3' 0" 19' 2"20' 10"Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5486-B-GLBy: Anthony EstevezDate: 1-3-17Scale: 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.10-2-18AE6-30-17AERevisions: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 #5486-B-GLD.R. 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9+&6*Ä'14$'66'4*#4&9#4'#.6'40#6'6#$.'5+/2510241&7%6752241&7%6#/2#/2#*46*66*66.56#564#25#/'.62/2(/56%564#25#/'56*&4,56#&4,6+6'0*&9'&)'$1.6*#4&9#4'+05#/'419/#;$'75'&+06'4%*#0)'#$.;+06*+5&1%7/'062.#055*190.+)*6+0$#%-)4170'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)41725&'5+)0%105647%65*'#49#..#55*190+056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;619#.-176(170+1056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;61.11-176(170+105 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0'$4#%'&9#...+0'$4#%'& 9#...+0' $4#%'& 9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0'$4#%'&9#...+0'15$%105647%62146#.(4#/'#55*190+0515$ Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0'$4#%'& 9#...+0'$4#%'&9#...+0'$4#%'& 9#...+0' $4#%'& 9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 $4#%'& 9#...+0' Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 6*)#4#)'56#..126+10 COPYRIGHT HANSON GROUP LLC 2017© Print Name: Signed: Ryan Mack 3407 Kilmer Lane NorthSuite 4 Plymouth, MN 554416GN 612-708-3572 ofSheet: Drawing Date: Project Number: 11 6.338 December 28, 2017 S1 I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota. License Number:12-28-17 46673Date: 2TQLGEV %NKGPV RevDate 241,'%65%12' DESIGN OF THE CONNECTION OF MONO ROOF TRUSSES TO THE FRONT OF A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. )'0'4#.016'5 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS AND TRUSS SHOP DRAWINGS FOR MORE INFORMATION. 2.SCOPE OF ENGINEERING INCLUDES ITEMS SPECIFICALLY NOTED ABOVE ONLY. REVIEW OF REMAINING FRAMING UNLESS SPECIFICALLY NOTED IS NOT INCLUDED UNDER THIS SCOPE. 3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. 5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). /#6'4+#.5 WOOD:SPF STUD GRADE OR BETTER .1#&5 ROOF SNOW LOAD:35 PSF ROOF DEAD LOAD:15 PSF FLOOR LIVE LOAD:40 PSF FLOOR DEAD LOAD:15 PSF WIND LOAD:90 MPH EXP. B %1&'5 2015 MINNESOTA RESIDENTIAL CODE &4*QTVQP 20860 Kenbridge Court #100 Lakeville, MN 55044 /QFGN Minnesota Construction 3'-4" MAX. CROSS SECTION MONO TRUSSES BY SUPPLIER @ 24" O.C. MAX.2x4 CONTINUOUS LEDGER w/ 5" LEDGERLOKS @ 16" O.C. FASTEN EACH TRUSS TO LEDGER w/ (4) 8d TOENAILS & SIMPSON H2.5A TIE INSTALLED w/ MIN. (4) NAILS INTO LEDGER FASTEN EACH JOIST TO TOP PLATES w/ (3) 16d NAILS FASTEN EACH STUD TO PLATE w/ SIMPSON A34 FRAMING ANGLE & FASTEN PLATE TO EACH JOIST w/ (3) 16d NAILS 6 12 5486A - Walkout - South HVAC Load Calculations for D.R. Horton 20860 Kenbridge Ct. Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Wednesday, February 26, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5486A - Walkout - South Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:5486A - Walkout - South Designed By:Jake Ryan Project Date:2/25/2020 Project Comment: Client Name:D.R. Horton Client Address:20860 Kenbridge Ct. Client City:Lakeville, MN 55044 Client Phone:(952) 985-7272 Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, MN 55120 Company Phone:651-900-7053 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces 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:939 CFM Per Square ft.:0.237 Square ft. of Room Area:3,967 Square ft. Per Ton:1,911 Volume (ft³):32,931 Building Loads Total Heating Required Including Ventilation Air:59,430 Btuh 59.430 MBH Total Sensible Gain:20,442 Btuh 82 % Total Latent Gain:4,467 Btuh 18 % Total Cooling Required Including Ventilation Air:24,909 Btuh 2.08 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\5486 Walkout Heat Calc 2.25.2020.rh9 Wednesday, February 26, 2020, 9:54 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5486A - Walkout - South Eagan, MN 55121 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Min Htg CFM Min Clg CFM Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.08 1,911 3,967 20,442 4,467 24,909 59,430 755 939 755 939 939 System 1 Main Floor Yes 2.08 1,911 3,967 20,442 4,467 24,909 59,430 755 939 755 939 939 11x16 Ventilation 389 1,972 2,361 2,920 Supply Duct Latent 138 138 Return Duct 11 26 36 72 Humidification 4,969 Zone 1 3,967 20,042 2,331 22,373 51,468 755 939 755 939 939 11x16 1-Basement 1,192 1,649 0 1,649 13,120 193 77 193 77 77 1--5 2-Main Floor 1,192 10,532 2,331 12,863 17,498 257 493 257 493 493 4--7 3-Upper Level 1,583 7,860 0 7,860 20,850 306 368 306 368 368 3--7 F:\ ...\5486 Walkout Heat Calc 2.25.2020.rh9 Wednesday, February 26, 2020, 9:54 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5486A - Walkout - South Eagan, MN 55121 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 566.8 193 77 77 1--5 2-Main Floor Built-In 450 750 0.01 0.1 461.6 257 493 493 4--7 3-Upper Level Built-In 450 750 0.01 0.1 459.3 306 368 368 3--7 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 768.2 755 939 939 11x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:755 Cooling Flow:939 F:\ ...\5486 Walkout Heat Calc 2.25.2020.rh9 Wednesday, February 26, 2020, 9:54 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5486A - Walkout - South Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain LOWEE BUILDER GRADE: Glazing-LOWEE BUILDER GRADE, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.32, SHGC 0.32 408.8 11,388 0 6,334 6,334 11J: Door-Metal - Fiberglass Core, U-value 0.6 37.8 1,972 0 544 544 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 2727.4 15,423 0 2,357 2,357 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 120 564 0 0 0 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 704 3,062 0 0 0 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM, U-value 0.05 483 2,100 0 420 420 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R49 Attic, U-value 0.02 1645.4 2,863 0 2,237 2,237 21A-32: 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 32' wide, U-value 0.02 1192 2,074 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 453 1,380 0 127 127 Subtotals for structure:40,826 0 12,019 12,019 People:6 1,200 1,380 2,580 Equipment:1,131 4,262 5,393 Lighting:650 2,217 2,217 Ductwork:713 164 175 339 Infiltration: Winter CFM: 108, Summer CFM: 0 10,002 0 0 0 Ventilation: Winter CFM: 85, Summer CFM: 85 2,920 1,972 389 2,361 Humidification (Winter) 13.55 gal/day :4,969 0 0 0 Total Building Load Totals:59,430 4,467 20,442 24,909 Check Figures Total Building Supply CFM:939 CFM Per Square ft.:0.237 Square ft. of Room Area:3,967 Square ft. Per Ton:1,911 Volume (ft³):32,931 Building Loads Total Heating Required Including Ventilation Air:59,430 Btuh 59.430 MBH Total Sensible Gain:20,442 Btuh 82 % Total Latent Gain:4,467 Btuh 18 % Total Cooling Required Including Ventilation Air:24,909 Btuh 2.08 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\5486 Walkout Heat Calc 2.25.2020.rh9 Wednesday, February 26, 2020, 9:54 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5486A - Walkout - South Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces South Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 1 Basement 77 133 171 157 117 162 *176 133 2--5 2 Main Floor 493 566 600 583 527 603 *619 567 5--7 3 Upper Level 368 426 439 412 351 435 *467 434 4--6 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°South 939 20,442 *4,467 2.08 45°Southwest 1,125 24,419 4,467 2.41 90°West 1,211 26,238 4,467 2.56 135°Northwest 1,152 24,994 4,467 2.46 180°North 995 21,631 4,467 2.17 225°Northeast 1,200 26,024 4,467 2.54 270°East *1,262 *27,347 4,467 *2.65 315°Southeast 1,134 24,614 4,467 2.42 * Indicates highest value of all rotations. 2.0 2.1 2.2 2.3 2.4 2.5 2.6 South Southwest West Northwest North Northeast East SoutheastCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\5486 Walkout Heat Calc 2.25.2020.rh9 Wednesday, February 26, 2020, 9:54 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5486A - Walkout - South Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 21,000 22,000 23,000 24,000 25,000 26,000 27,000 28,000 29,000 30,000 31,000 32,000 33,000 34,000 35,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pmBuilding Net Gain, BtuhTime of Day Building Rotation Hourly Net Gain Front door faces South Front door faces Southwest Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast F:\ ...\5486 Walkout Heat Calc 2.25.2020.rh9 Wednesday, February 26, 2020, 9:54 AM Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 03/02/2020 X KP