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LA184354 - 8069 183rd St W 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: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 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. 2016C1.0XROOF PLAN1/8"=1'-0"HARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIM 1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIMAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIMTYPICAL 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"DRAWN: 7-2-2019-AWF428-LEWIS-B-GR-BSMTMOVE MECH EQUIP: 1-23-20-LLPC#757,763: 4-22-2020-LL3 1/2" TRIM 5" TRIM3 1/2" TRIM 5" TRIMSTEEL PANEL OVERHEAD DOORXXXXXADDRESS STONE1'-4"1'-0" HEEL 4'-0"403.2347 SQ. FT. TOTAL FACING86 SQ. FT. STONE (21.33%)H6:12 PITCH2040 SHAT SHUTTERS1/2"=1'-0"TYPICAL WDW & DOOR TRIM5" TRIM5" TRIM5'-0"20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-7272A D.R. HORTON COMPANYCUST:STEHRF428-BLEWIS812NORTHERN CRAFTSMAN812AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTEN8" TRIMF3'-6"TYPICALD BOARD & BATTENSIDING7'-0"LIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLE1x8069 183RD ST WPERMIT/CONST.PLANSLOT 14, BLK 9PINNACLE RESERVE AT AVONLEAPERMIT/CONST: 8-31-2020-CFCCAAAABBBBCC36' RIDGE VENT 9' RIDGE VENT 1'-4"1'-4"1'-0"1'-4"1'-0"2'-0"1'-0"1'-4"1'-0"1'-4"DDDD8:128:128:128:122'-0"6:12ASPHALT SHINGLESFLASH OVER ALL EXT OPGS50% TO 80% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806FLEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"8:12 PITCHFRIGHT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1'-0"1'-0"1'-4"1'-0"8:12 PITCH1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEF1'-0"HEEL1'-0"1'-0" HEEL 812WITH STOCKTON 'III' WINDOW GRIDSREVISED: 9/21/20FOR CITY OF LAKEVILLEINCREASE STONE QUANTITIESREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENFGConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode09/25/2020dmathews 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. 2016C2.0XBASEMENT 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/MFRUP16R ANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALLMFD FLOOR TRUSSES INSTALL PER MFRS SPECS R/I3/4B51 SQ. FT.34x48 FBGLSHWR SURROUND24" TOWEL BAR36"TPHUNFINISHEDMECH.BEDRM151 SQ. FT.FUTUREFAMILY RM437 SQ. FT.UNFINISHEDSTORAGE355 SQ. FT.FUTURE4'-4"39'-0"13'-0"2'-8 1/2"2'-8 1/2"21'-8"16'-3"2'-0"5'-0"40'-0" 17'-2"22'-10" 14'-0" 54'-0" 5'-0"9'-0"11'-4"39'-0"25'-0"6'-11"7'-1"9'-0"9'-0"10'-0"6'-0"5036 SLIDER5036 SLIDER5036 SLIDER6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 3'-6" HIGH6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH14"x8" CONC. FTG.POURED CONC. WALL6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 3'-6" HIGHUNEXCAVATED6" CURB, 2" LEDGE,POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHSILLCOCK3'-0"SLEEVEDRAIN TILESUMPPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEFILL2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE16x8 CONC. FTG.8" THICK, 3'-6" HIGH11'-6"17'-2"28'-8"25'-4"54'-0"2'-8"11'-6"5'-8"7'-6"4'-0"4'-0"10'-0"MFD FLOOR TRUSSESINSTALL PER MFRS SPECS14'-0"7'-2"6'-11 1/2"4'-6 1/2"17'-7 1/2"3'-8 1/4"3'-8 1/4"3'-6"7'-10"17'-6"POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHSLEEVEDRAIN TILESLEEVEDRAIN TILE14"x8" CONC. FTG.MIN. 3'-6" BELOW GRADEPOURED CONC. WALL6" THICK2x4 BRNG WALL 2-42-62-82-82-6145 SQ. FT.DRAWN: 7-2-2019-AWF428-LEWIS-B-GR-BSMTPC#729: 12-23-19-CFMOVE MECH EQUIP: 1-23-20-LLPC#757,763: 4-22-2020-LL4'-8"22'-1"BRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUNDATION4'-0"BRACINGFOUNDATIONBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACING ATFULL/LOOKOUTFOUNDATIONBSMT ONLYBRACING ATFULL/LOOKOUTFOUNDATIONBSMT ONLYACHVWHF.D.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSRADONVENT PIPE16"x8" CONC. FTG.8" THICK, 8'-4" HIGHPOURED CONC. WALL6 3/4"2" DRIP CAPDECKING2x10 TREATED JOISTSRIM BOARD1-1/8" OSB16" FLOOR TRUSSESWALKOUT WALLSFULL, LOOKOUT,(SEE PLAN FOR WALL COND.)1/2"=1'-0"LEDGER SECTIONLAG SCREWS1/2" DIAMETER1/2" DIAM LAG SCREWMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS(GALV. OR STAINLESS STEEL)(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHERREAR DECKSIMPSON DTT1Z OR1/2"=1'-0"DECK LEDGER DETAIL3/4" SUBFLOOR6 1/4"VARIES 2x_ PORCHLEDGER2x6 EXTERIOR WALL16" FLOOR TRUSSES . 2""MIN...3/4" 1st FLOOR WALLSSUBFLOOR 9'-1 1/8" BASEMENT WALLS 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 FLATTRTD (2) 2X12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2X12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDESCREWS (MIN. 4" LONG)1/2" DIAMETER LAGINSTALLED STAGGERED IN 2 ROWS1/2" DIA. LAG SCREWS TO BE21" O.C. UNDER 8'-0" SPANTOP/SILL PLATE W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.SUBFLOOR W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.TO TOP & BOTTOM OFATTACH 1-1/8" OSB RIM BDEACH FLOOR MEMBERW/ 8D NAILSOF DECK LEDGERUSP LTS19-TZ STRAPS TO BE ATTACHED TO DECK JOISTOR 2X12 BLOCKING AND ANCHORED INTO FLOOR TRUSS.(4) STRAPS PER DECK/PORCH, RATED AT 750# EACH,TO BE SPACED EVENLY. MAX 24" FROM END OF DECK LEDGERMINIMUM 3" PENETRATION THRU OSB RIM & FLOOR TRUSSSIMPSON DTT1Z ORFOUNDATION INSULATIONFRONT FOUNDATION WALL:-17 SQ FT/39 LIN FT= 0.43 RATIOR-10REAR FOUNDATION WALL:-25 SQ FT/39 LIN FT= 0.64 RATIORIGHT SIDE FOUND. WALL:-70 SQ FT/40 LIN FT= 1.75 RATIOLEFT SIDE FOUND. WALL:-67 SQ FT/28.6 LIN FT= 2.34 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTS8069 183RD ST WPERMIT/CONST.PLANSLOT 14, BLK 9PINNACLE RESERVE AT AVONLEA4'-0"X5'-0" WOODLANDING(2)2X10 BMVARIES6X6 POST16" CONC.POST FTG.VERIFY # OF RISERS W/ GRADE4'-0"6x6 POST16" CONC. PIER FTG12'-0"4'-0" TREATED 2x10's16" ON CENTER(2) 2x10 FLUSH HDR - (1) TREATED AND (1) CEDARJOIST HANGERS BOTH ENDS 5'-0" MIN. BELOW GRADE(3) 2x10 FLUSH HDR - (2) TREATED AND (1) CEDAR1'-0"GROUNDING RODS THRU PLATES(3) 2x10 TREATED HDRAPPROVED HANGERS2x10 CEDAR RIMTREATED 2x10 JOISTSDECKING6x6 TREATED POSTSPOST ANCHORAPPROVED GALV.BOTH ENDS2" GALVANIZED DRIP CAP(DO NOT FASTEN DECKING THROUGH FLASHING)5 1/2" FROM TOP OF SUBFLOORTO TOP OF JOISTSAT 16" O.C.LOW MAINTENANCE2x10 TREATED LEDGERATTACHED TO HOUSE W/LAG SCREWS3'-0" MIN.ALUMINUMRAILING SYSTEM16" OR 18" DIA.5'-0" FROST PROTECTION CONC. PIER1/2"=1'-0"DECK DETAILSLOW MAINTENANCEPLAN OPTIONSLOOKOUT BASEMENT12' X 12' LOW MAINTENANCE DECKWINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.3225'-0"LOW MAINTENANCEDECKING34" TO 38"MAINTENANCEDECKING5X6 BROWN TRTD. TIMBERSALUMINUMPOSTSALUMINUMRAILING SYSTEM1/2"=1'-0"LOW MAINTENANCE DECK STAIR DETAILSLOW(5) 2x10 STRINGERS12" O.C. MAX. SPACING12'-0"REVISED: 9/21/20DRAW DECK TO SCALE(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-LamUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C3.0XDRAWN: 7-2-2019-AWF428-LEWIS-B-GR-BSMTPC#729: 12-23-19-CFMOVE MECH EQUIP: 1-23-20-LLPC#757,763: 4-22-2020-LL36x60 FBGLSHOWER2-42-42-842"5-0TUB/SHWRBATH #2HD-FLRTPH 24" TOWEL BAR2W 3060 SH2-62-42-43-02-82W 3050 SHBEDRM #1CPT.2W 3050 SHW/ 14" TRANSOM6068 SGD16x7 OVERHEAD DOORFAMILYROOMCPT.DININGHD-FLRW.I.C.CPT.GARAGESLOPE TO DOORS4" CONC FLOOR545 SQ. FT.TYPICAL 2x6 GARAGE WALLSON ALL WALLS & CEILINGGYP. BOARDNOTE: BEDRM #2CPT.FOYERHD-FLR60"9'-0"11'-8"5'-0" 40'-0"14'-0" 54'-0" 5'-0" 4'-4"8" 5'-8"5'-0"3'-8"14'-0"39'-0"25'-0"9'-0"9'-0"6'-11"7'-1"10'-0"6'-0"6'-8"28'-8"25'-4"54'-0"9'-10"4'-8"14'-2"6'-7 3/4"3'-6"2'-6"10'-1 3/4"4'-1"4'-4"39'-0"13'-0"2'-2"2'-2"10'-10"10'-10"21'-8"6'-6"6'-6"1ST FLOOR PLAN1/4"=1'-0"1303 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/MFR2'-0"3'-6"5'-0"11'-8"8"6'-2"7'-2"7'-10"2'-0"4'-2"2-81'-0"WASHERDRYERLINENA/C3'-6"7'-10"17'-6"1'-6"BATH #1HD-FLR2-0DROPPED SOFFIT4'-10"2'-8"5-03'-2"TPH24" TOWEL BARDROPPED HDR16" WIDE DROPPED SOFFIT(SEE SECTION)CONC. PORCH102 SQ. FT.DN16RW/ WOOD CAP42" HIGH HALF WALLTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE1'-9 1/4"8'-10"13'-2"7'-0 3/4"2040 SH15'-8"5'-0"2638 SH5'-7"4'-3"REF.MICRO HOOD20 AMP.CIRCUITRANGE2x6 WALL5'-1"5'-0" CABTS.6'-6"3'-6" TOP5'-4" TOP 8'-8"KIT.HD-FLR12'-7 3/4"2'-3"DW30"PANTRYMFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.LAUNDRYCABTS.LAU.HD-FLRRADONVENT PIPE22x30ATTICACCESS SUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW2X6 FURRWALLHD-FLRCPT.12'-0"HD-FLR CPT.13'-9 3/4"3'-3"2'-3 1/4"SUPPLY6'-4"4'-5 3/4"4'-5 3/4"GAS FPRO 42"x40 1/8"6'-0"DNRISERS WITH GRADEVERIFY NUMBER OFNOTE:4'-0"8'-0"DECK12'-0" X 12'-0"16'-0" 12'-0"4'-0"1'-0"TIPOUT TRAYRECYCLINGCENTERROLLOUT SHELFINSTALL 1/2 OFFSETKITCHEN BACKSPLASH1/2 OFFSET PARALLEL TO VANITYNOTE: INSTALL TILE FLOOR1/2 OFFSET PARALLEL TO VANITYNOTE: INSTALL TILE FLOOR8069 183RD ST WPERMIT/CONST.PLANSLOT 14, BLK 9PINNACLE RESERVE AT AVONLEAPLAN OPTIONSGAS FIREPLACELAUNDRY CABINETS12' X 12' LOW MAINTENANCE DECKWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#BEDROOM #2116068 SGD w/ TRAN.2W 3060 SHDINING ROOM0.3172 1/8" X 94"0.320.310.31FAMILY ROOM2W 3050 SH10.310.3172 1/8" X 60 1/4"OWNERS BEDRM2W 3050 SH10.310.3172 1/8" X 60 1/4"OWNERS BATH12040 SH0.310.3124"x48"72 1/8" X 60 1/4"3-0 DOOR0.3138 1/4" X 83 1/4"FOYER0.231KITCHEN12638 SH0.310.3130" X 44"CONNECTORS ON2'-0" MAXEQUALEQUALEQUAL2'-0" MAXTREATED 2x10's 16" ON CENTER (3) 2x10 TREATED HDR W/ (1) 2x10 CEDAR RIM(1) 2x10 TREATED JOIST W/ (1) 2x10 CEDAR RIM 2x10 GALV.HANGERS2x10 GALV.HANGERS1/2"=1'-0"DECK FRAMING DETAILS12'-0"(1) 2x10 TREATED JOIST W/ (1) 2x10 CEDAR RIM 4'-0"(2) 2x10 TREATED HDR W/ (1) 2x10 CEDAR RIM4'-0"12'-0"6'-0"6'-0"12'-0"LEAVE 1 1/2" SPACE BETWEEN DECK AND STAIR SKIRT BOARDNOTE:2x12 BLOCKING ORLOW MAINTENANCE DECKINGUNDERSIDE OF 2X10 TREATED JOISTS(1) 2x10 TREATED STRINGER(1) 2x12 CEDAR SKIRTMAX SPACING: 12" O.C.LOW MAINTENANCE TREADSSPACED EVENLY(3)2x10 TREATED STRINGERS(1) 2x10 TREATED STRINGER(1) 2x12 CEDAR SKIRT2x4 SWAY BRACING AS REQ'DSIMPSON DTT1ZSIMPSON DTT1ZREVISED: 9/21/20FLIP DECK FRAMING(2)11-7/8 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam5555555555533PFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). ELECTRICAL PLAN1/4"=1'-0"WPBATH #2FAMILYROOMDININGW.I.C.LAU.GARAGEBEDRM #2KIT.FOYERBATH #1CONC. PORCHA/CRADONVENT PIPE1ST FLOORSWPSLLLLSSD/CMOCOMBOPHONE BEDRM #1ROUGH-INCEILING FANSSSSFANLGFIGFI LGFIFANSS S SS SSD/CMOCOMBOSPRINKLERSYSTEMRECEPTACLEWPSGFI1/4"=1'-0"ELECTRICAL PLANBASEMENTSSThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C4.0XR/I3/4BUNFINISHEDFLEXBEDRMFUTUREFAMILY RMUNFINISHEDMECH/STORAGEFUTUREUNEXCAVATEDFILLDRAWN: 7-2-2019-AWF428-LEWIS-B-GR-BSMTPC#729: 12-23-19-CFMOVE MECH EQUIP: 1-23-20-LLPC#757,763: 4-22-2020-LLSUMPSSSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLEGFISDS LLLLLLDUSB PHONE DW S LSDSDTCHIME SHCP SMART HOME SYSTEM RECEPTACLE SL SSSSSSSSS S DISP.ACHVWHF.D.RADONVENT PIPEGFI15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLESMART HOMESYSTEM RECEPTACLELOW VOLTAGESYSTEM RECEPTACLEOUTLET FORFUT. WATER SOFT.INSTALL AT COUNTER HEIGHT4'-4"LLPEND.PEND.7'-6"2'-8"7'-3" S LLLLS DNDECKS ROUGH-INCEILING FANSCDCDINSTALL AT 4'-0"CCDINSTALL AT 5'-0"CDINSTALL AT 7'-0"8069 183RD ST WPERMIT/CONST.PLANSLOT 14, BLK 9PINNACLE RESERVE AT AVONLEAPLAN OPTIONSLOOKOUT BASEMENT12' X 12' LOW MAINTENANCE DECKGAS FIREPLACELAUNDRY CABINETSKITCHEN PENDANTSFAMILY ROOM LIGHTINGDINING ROOM LIGHTINGREVISED: 9/21/20DRAW DECK TO SCALE These plans, and the concept thereof or used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc., COPYRIGHT D.R. HORTON, INC. 2016C 5.0 X DRAWN: 7-2-2019-AW F428-LEWIS-B-GR-BSMT PC#729: 12-23-19-CF MOVE MECH EQUIP: 1-23-20-LL PC#757,763: 4-22-2020-LL9'-1 1/8"39'-0" DINING9'-1 1/8"39'-0"9'-1 1/8"FAMILYROOMFOYER 36'-6"7'-10" DROPPED HDR 12 62'-0"1'-1 5/16"1/4"=1'-0" CROSS SECTION D-D 1/4"=1'-0" CROSS SECTION C-C 1/4"=1'-0" CROSS SECTION B-B BATH #2 LAU.W.I.C.BEDRMFAMILYROOM 8'-4" POURED CONC WALL 3-1/2" CONC. FLOOR 3/4" SUBFLOOR 16" MFD FLOOR TRUSSES 9'-6 3/4"8'-2"8'-4" POURED CONC WALL 3-1/2" CONC. FLOOR 3/4" SUBFLOOR 16" MFD FLOOR TRUSSES 9'-6 3/4"8'-2"9'-6 3/4"8'-2"8"8"CONC. STOOP 8'-4" POURED CONC WALL 3-1/2" CONC. FLOOR MFD TRUSS 1'-4" 8 12 1'-0"1'-4" 8 12 1'-0"MFD TRUSS 8 12 8 12 1'-4"1'-0"1'-4"1'-0" These plans, and the concept thereof or used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc., COPYRIGHT D.R. HORTON, INC. 2016C 6.0 X DRAWN: 7-2-2019-AW F428-LEWIS-B-GR-BSMT PC#729: 12-23-19-CF MOVE MECH EQUIP: 1-23-20-LL PC#757,763: 4-22-2020-LL GARAGE SLAB LEDGE DETAIL BONUS ROOM OVER GARAGE DETAIL TYPE 'X' GYP BD. BATT. INSUL. 14" MANUFACTURED I-JOISTS 3/4" SUBFLOOR MIN. R-30 3/4" RIGID INSUL. R-3 MIN. 1/2" SHEATHING MIN. R-20 INSULATION 2x6 STUDS AT 16" O.C. HOUSE WRAP SIDING PER ELEV. BARRIER PAST ACOUSTICAL SEALANT EXTEND POLY VAPOR 1-1/2" THERMAX 2-1/4"X12" DUCT INSULATION (R-10 x 2) 1/2"=1'-0" WALL DETAIL 1/2"=1'-0" FLOOR DETAIL 1/2"=1'-0" 1/2"=1'-0" THE SLOPING OF THE FLOOR BE PROTECTED WHEREVER 4" CONC. GARAGE FLOOR RIGID INSULATION MUST CREATES AN EXPOSURE. 5/8" GYP. BD. R-30 BATT INSUL. 3/4" SUBFLOOR 6" ROUND DUCTWORK MANUFACTURED I-JOISTS R-8 INSULATION WRAP 3/4" RIGID INSUL. GYP. BD. R-30 SPRAY FOAM INSUL. 4.34" AROUND DUCTWORK ONLY (R-6.9 PER INCH) TYPICAL WALL SECTION (6-16-2015) 1/2"=1'-0"9'-1 1/8"TRUSSES PER PLAN 3/4" SUBFLOOR VARIES SEE PLAN VARIES 12 2x6 STUDS AT 16" O.C. BLOCK AT MIDPOINT 2x6 BEARING WALL 14x8 CONC. FTG. 6" HALF HIGH CONC. CURB. BLK. 1/2" ANCHOR BOLTS OMIT BEARING WALL AT STEEL OR LVL BEAM R-49 INSUL. MFD TRUSSES AIR C H U T E S APPLIED ON WARM-IN-WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS, RIM JOISTS, FLRS AND CLGS NOTED UNLESS OTHERWISE NOTED UNLESS OTHERWISE OVER 1/2" SHEATHING SHINGLES OVER FELT PAPER RIGID WIND WASH INSTALLED EXTENDING BARRIER MUST BE TO WITHIN 1-1/2" to 2" FROM BOTTOM OF ROOF SHEATHING 4 MIL. POLY VAPOR / AIR BARRIER ALUMINUM CORNICE VENTS 40% TO 50% NEAR RIDGE VENT 1/300th OF ROOF AREA REMAINDER IN SOFFIT PER IRC SECTION R806 WATERPROOFING W/ WATCH DOG + ENERGY SYSTEM TREATED SILL PLATE APPROVED ANCHOR PER CODE (IRC R403.1.6) 16x8 CONC. FTG. RUN INTO SUMP BASKET CONTINIOUS DRAIN TILE WHERE APPLICABLE TREATED SILL PLATE VERTICAL REINFORCING AS SOIL COND. REQUIRE W/ FOAM SILL SEAL MIN. 42" BELOW FINISHED GRADE ALL EXTERIOR FOOTINGS TO BE 4" INCH CLEAN AGGREGATE OR CONCRETE SLAB AND PREPARED SUBGRADE 6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEEN APPROVED GAS-PERMEABLE LAYER PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 POURED CONC. WALL 8" THICK, 8'-4" HIGH 2x6 LOOKOUT WALL 2x6 STUDS AT 16" O.C. ANCHOR BOLTS AT 6' O.C. 8" THICK, 42" HIGH POURED CONC. WALL 16x8 CONC. FTG. TREATED BOTTOM PLATE 2x6 WALKOUT WALL 2x6 STUDS AT 16" O.C. ANCHOR BOLTS AT 6' O.C. POURED CONC. WALL (6" CURB, 2" INT. LEDGE) 16x8 CONC. FTG. TREATED BOTTOM PLATE 8" THICK, 42" HIGH OPENINGS, JOINTS AND SUMPS FOUNDATION WALL & SLAB SEAL JOINT BETWEEN 3-1/2" CONC. FLOOR SEALED AT8'-1 1/8"1/2" EXT. SHEATHING 5-1/2" BATT INSULATION 2x6 STUDS AT 16" O.C. W/ HOUSE WRAP SIDING PER ELEV. JOISTS PER PLAN 3/4" SUBFLOOR SEE PLAN VERTICAL CLEARANCE OF NOT LESS THAN THE EXTERIOR WALL TOP PLATE TO THE ROOF SHEATHING SIX INCHES FROM THE OUTSIDE EDGE OF 6" MIN.HEEL6'-0" OF ICE & WATER SHIELD INSTALL PER MFR'S SPECS TERMINATE 12" ABOVE ROOF 2x6 SUBFASCIA SEALANT BY CARPENTER PRIOR TO SHEATHING PROVIDE RECEPTACLE FOR FUTURE RADON FAN VENT PIPE SHALL BE INSTALLED WITH A MINIMUM 24" HORIZONTAL CLEARANCE AND 36" VERTICAL CLEARANCE TO ALLOW FOR FUTURE INSTALLATION OF RADON FAN (ACTIVE SYSTEM) GYP. BD. W/ VAPOR BARR. 1/2" SAG-RESISTANT APPLIED ON WARM-IN-WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS, RIM JOISTS, FLRS AND CLGS 4 MIL. POLY VAPOR / AIR BARRIER W/ APPROVED SEALANT GYP. BD. W/ VAPOR BARR. 1/2" SAG-RESISTANT 1/2" GYP. BD. SEAL BEHIND POLY. SEAL BEHIND POLY. 1/2" GYP. BD. SEAL BEHIND POLY. SEAL BEHIND POLY. PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM" PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM" PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM" TO EACH SIDE OF "T" FITTING IN AGGREGATE 10' SECTION OF PERFORATED PIPE CONNECTED 1/2" OSB or 1/2" TREATED PLYWD AT GROUND LEVEL APPLICANTIONS TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR DECKING FLASHING OVER XP INSULATION. XP TO RUN MIN. 6" BELOW GRADE FINISHED GRADE WILL VARY JOIST CANTILEVER DETAIL (R-30.5) (STC - 41) 5" MIN. POLYURETHANE FOAM 2x6 EXTERIOR WALL (SEE OSWELL ENGINEERING) R-0.62 R-21 R-N/A R-N/A INSIDE AIR FILM R-0.68 1/2" GYP BD.R-0.45 OUTSIDE AIR FILM R-0.17 1/2" EXT. SHEATHING 5-1/2" BATT INSULATION 2x6 STUDS AT 16" O.C. W/ HOUSE WRAP SIDING PER ELEV. R-0.62 R-21 R-N/A R-N/A INSIDE AIR FILM R-0.68 1/2" GYP BD.R-0.45 OUTSIDE AIR FILM R-0.17 2x6 EXTERIOR WALL 3.5" MIN. POLYURETHANE FOAM AT PERIMETER R=20 3.5" MIN. POLYURETHANE FOAM AT PERIMETER R=20 GYP. BD. EXCEPT 80 SF AT 1/2" SAG-RESISTANT RUNNING THRU UNCONDITIONED SPACES TO HAVE R-4 INSUL. (MIN) VENT PIPE R-10 RIGID INSULATION INTENDED FOR EXTERIOR USE ASTM C578, C612 or C1029 INSTALLED PER MFR'S SPECS ALL NON-BEARING PARTITION WALLS TO BE FRAMED AT 16" ON CENTER ALL NON-BEARING PARTITION WALLS TO BE FRAMED AT 16" ON CENTER 5000 PSI TESTED -OR- APPROVED ADMIXTURE THE MECHANICAL ROOM 1/2" GYP BD. ON LOOKOUT AND WALKOUT WALLS (AT HIGHPOINT ONLY) OF FOUNDATION WALL (AT RIGHT 16x8 CONC. FTG. 5000 PSI TESTED -OR- APPROVED ADMIXTURE & LEFT SIDE WALLS OF LOOKOUT EXTEND OVER SILL PLATE R-5 RIGID INSULATION (AT RIGHT AND LEFT SIDE OF HOME ONLY) SEALED AND TAPED AT TOP & WALKOUT BASEMENTS ONLY) R-5 RIGID INSULATION (AT SIDE LOOKOUT FOUNDATION ONLY, NOT AT REAR LOOKOUT WALLS) R-5 RIGID INSULATION-ON INSIDE TAPE & SEAL AT TOP FLASHING OVER XP INSULATION. XP TO RUN MIN. 6" BELOW GRADE DRAINTILE AT WALKOUT WALLS (HILLCREST ONLY) R-10 DRAINAGE BOARD9'-1 1/8"GARAGE 4" CONC. FLOOR 25'-4"28'-8" 1/4"=1'-0" CROSS SECTION A-A 9'-6 3/4"8'-2"FAMILYROOM 6'-8"MIN HEADROOM16" MFD FLOOR TRUSSES 17'-11 7/8" 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 COPYRIGHT HANSON GROUP, LLC 2020©THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESMATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.DescriptionApril 22, 2020Project Number:Date:0.146S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044F408/F428 B-GL ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Ryan Mack4-22-2046673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONSMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ONLY w/ OPTIONAL UPPER LEVEL)3S1REFERENCE PLANWITH 3RD STALL GARAGE OPTIONCONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1S1FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 5/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-812"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-812"±(2.5-FT)(4-FT) (5.5-FT) ONE-SIDED (5.5-FT) ONE-SIDED (3-FT)(4-FT)(4.5-FT)ONE-SIDED(4.5-FT)ONE-SIDEDBRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(5-FT)(5-FT)(5-FT)(3-FT)(3-FT)(5-FT)(5-FT) (5-FT)(5-FT)(5-FT)(5-FT) (5-FT)(5-FT)(5-FT)(5-FT)ONE-SIDED(5-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINESCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND ISEXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS.CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION5S1FRAMING DETAIL Lewis F428 - Walkout - Southeast HVAC Load Calculations for D.R. Horton 20860 Kenbridge Ct., Suite 100 Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-319-4200 Thursday, September 3, 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 Lewis F428 - Walkout - Southeast Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:Lewis F428 - Walkout - Southeast Designed By:Jake Ryan Project Date:9/3/2020 Project Comment: Client Name:D.R. Horton Client Address:20860 Kenbridge Ct., Suite 100 Client City:Lakeville, MN 55044 Client Phone:(952) 985-7272 Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, MN 55120 Company Phone:651-319-4200 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces Southeast 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:815 CFM Per Square ft.:0.313 Square ft. of Room Area:2,605 Square ft. Per Ton:1,421 Volume (ft³):22,144 Building Loads Total Heating Required Including Ventilation Air:34,155 Btuh 34.155 MBH Total Sensible Gain:17,813 Btuh 81 % Total Latent Gain:4,184 Btuh 19 % Total Cooling Required Including Ventilation Air:21,997 Btuh 1.83 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\F428 - Lewis - A - Walkout - Heat Calc.rh9 Thursday, September 3, 2020, 3:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Lewis F428 - Walkout - Southeast Eagan, MN 55121 Page 3 Load Preview Report Scope HasAED NetTon ft.²/Ton Area SenGain LatGain NetGain SenLoss Min Htg CFM Min Clg CFM Sys Htg CFM Sys Clg CFM Sys Act CFM DuctSize Building 1.83 1,421 2,605 17,813 4,184 21,997 34,155 416 815 416 815 815 System 1 Main Floor No 1.83 1,421 2,605 17,813 4,184 21,997 34,155 416 815 416 815 815 10x15 Ventilation 412 2,088 2,500 3,092 Humidification 4,118 Zone 1 2,605 17,401 2,096 19,497 26,945 416 815 416 815 815 10x15 1-Basement 1,303 3,751 0 3,751 9,628 149 176 149 176 176 2--5 2-Main Floor 1,303 13,650 2,096 15,746 17,317 267 639 267 639 639 6--6 F:\ ...\F428 - Lewis - A - Walkout - Heat Calc.rh9 Thursday, September 3, 2020, 3:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Lewis F428 - Walkout - Southeast 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 HtgFlow ClgFlow Act.Flow DuctSize System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 644.4 149 176 176 2--5 2-Main Floor Built-In 450 750 0.01 0.1 542.8 267 639 639 6--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 782.6 416 815 815 10x15 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:416 Cooling Flow:815 F:\ ...\F428 - Lewis - A - Walkout - Heat Calc.rh9 Thursday, September 3, 2020, 3:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Lewis F428 - Walkout - Southeast 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 0.32 244.4 6,807 0 5,937 5,937 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 1610.8 9,108 0 1,393 1,393 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 8' floor depth, U-value 0.042 351 1,393 0 31 31 15A-10sffc-4: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 4' floor depth, U-value 0.05 72 314 0 0 0 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM, U-value 0.05 210.6 916 0 182 182 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 1302.6 2,267 0 1,772 1,772 21B-32: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, R-3 or higher insulation installed below floor, any floor cover, shortest side of floor slab is 32' wide, U-value 0.014 1302.6 1,587 0 0 0 Subtotals for structure:24,364 0 9,859 9,859 People:6 1,200 1,380 2,580 Equipment:896 3,142 4,038 Lighting:600 2,046 2,046 Ductwork:0 0 0 0 Infiltration: Winter CFM: 28, Summer CFM: 0 2,581 0 0 0 Ventilation: Winter CFM: 90, Summer CFM: 90 3,092 2,088 412 2,500 Humidification (Winter) 11.23 gal/day :4,118 0 0 0 AED Excursion:0 0 974 974 Total Building Load Totals:34,155 4,184 17,813 21,997 Check Figures Total Building Supply CFM:815 CFM Per Square ft.:0.313 Square ft. of Room Area:2,605 Square ft. Per Ton:1,421 Volume (ft³):22,144 Building Loads Total Heating Required Including Ventilation Air:34,155 Btuh 34.155 MBH Total Sensible Gain:17,813 Btuh 81 % Total Latent Gain:4,184 Btuh 19 % Total Cooling Required Including Ventilation Air:21,997 Btuh 1.83 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\F428 - Lewis - A - Walkout - Heat Calc.rh9 Thursday, September 3, 2020, 3:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Lewis F428 - Walkout - Southeast 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 Southeast 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 176 110 166 204 190 155 208 *229 2--6 2 Main Floor 639 522 603 646 624 577 684 *727 6--7 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°Southeast 815 17,813 *4,184 1.83 45°South 632 13,904 4,184 1.51 90°Southwest 769 16,831 4,184 1.75 135°West 850 18,555 4,184 1.89 180°Northwest 814 17,785 4,184 1.83 225°North 732 16,030 4,184 1.68 270°Northeast 893 19,465 4,184 1.97 315°East *956 *20,825 4,184 *2.08 * Indicates highest value of all rotations. 1.5 1.6 1.7 1.8 1.9 2.0 Southeast South Southwest West Northwest North Northeast EastCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\F428 - Lewis - A - Walkout - Heat Calc.rh9 Thursday, September 3, 2020, 3:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Lewis F428 - Walkout - Southeast Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 16,000 17,000 18,000 19,000 20,000 21,000 22,000 23,000 24,000 25,000 26,000 27,000 28,000 29,000 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 Southeast 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 F:\ ...\F428 - Lewis - A - Walkout - Heat Calc.rh9 Thursday, September 3, 2020, 3:36 PM NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 Cole Feriancek DJM X9/9/2020