Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LA188616 18328 Hamel Dr Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 2/16/21 DM 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. 2015CHARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIM TYPICAL 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"ROOF PLAN1/8"=1'-0"6:126:128' RIDGE VENT 1'-0"1'-0"1'-0"1'-0" 1'-0"1'-8"1'-0"1'-8"6:125'-6"9'-0"23'-6"1'-8"NO TAILS AT GARAGE TRUSSES FOR FIRST 1'-8"RUN GARAGE FRONT SHEATHING UP TO UNDERSIDEOF PORCH GABLE TRUSS TOP CHORD1'-0"6:128' RIDGE VENT 30' RIDGE VENT 1'-0"1'-0" 7' RIDGE VENT6:126:121'-4"6:126:121'-0"ALLOWED DIRECTLYUNDER BATH FAN VENTSSTACKVENTRADONVENT PIPEBATH FANVENTSNO ROOF PENETRATIONS1'-0"1'-0"1261xFFCFYPON BKT7x12x46" HEEL 3'-9" TO PLATE 126CFYPON BKT7x12x4BOARD & BATTENSIDINGBOARD & BATTENSIDINGAT DORMER RETURNSXXXXXADDRESS NUMBERSTEEL PANEL OVERHEAD DOORBOARD & BATTENSIDINGAMERICAN CLASSICR.O. 48"x24"2W 2020AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIMCEMENT BOARDS SIDING & TRIMON ALL 4 SIDES1X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-7272DRAWN: 4-6-2017-MGREVISED: 10-17-2017-KBCUST:SPEC HOMEF426-AMORGANA D.R. HORTON COMPANYPC#729: 1-6-2020-LLPERMIT/CONST:02-15-2021-JG69 SF OF STONE FOR 24.7% COVERAGEGREFANOT USEDPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENLEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"WALKOUTWALKOUT2xFMAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTHRIGHT ELEVATION1/8"=1'-0"WALKOUTFFF2'-0"D1261261'-0"FFF6"12"ASPHALT SHINGLESFLASH OVER ALL EXT OPGS6:12 PITCHF6:12 PITCH6:12 PITCH1x CEDAR7 7/16" HEEL FF6:12 PITCH6:12 PITCH12"F126BOARD & BATTENAT DORMER RETURNSSIDING1'-0"7 7/16" HEEL 7 7/16" HEEL 40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2RETAINING WALLTOP-1022.8BOTTOM-1021.8RETAINING WALL:TOP-1022.8BOTTOM-1021.8RETAINING WALL:18328 HAMEL DRIVE PERMIT/CONST.PLANSLOT 4 / BLOCK 10PINNACLE RESERVE AT AVONLEA GRADE ELEV = 1027.8VERIFY WITH SUPIF RAILING ISREQUIRED3'-3"GGRADE ELEV = 1029.8GRADE ELEV = 1021.8GRADE ELEV = 1027.8GRADE ELEV = 1021.8GRADE ELEV = 1029.8Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/08/2021dmathews ACFDWHHV48'-0"9'-8"20'-6"7'-4"19'-0 1/2"69'-8"18'-0"20'-0"15'-0"7'-6"8'-6"11'-0"9'-0"11'-5 1/2"6'-6 1/2"9'-0"5'-2"7'-4"R/I3/4BMECH.STORAGEUNEXCAVATED36'-0" 13'-7"6'-0" 31'-6"48 SQ. FT.331 SQ. FT.UNFINISHEDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE19'-7"16'-5" 16" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS SS11'-2"3 1/2"34x48FBGL SHWR30"TPH 24" TOWEL BAR15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFI 5'-0 1/2"6'-5"3'-8"3'-8"16"x8" CONC. FTG.POURED CONC. WALLDRAIN TILESLEEVE38'-0"16'-3" M.O.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.22'-6"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.30x30x12CONC. PAD FTG.30x30x12CONC. PAD FTG.2x6 BEARING WALL2x6 BEARING WALL2x6 BEARING WALLDROPPED HDR3-09'-4"4'-0"4'-1 3/4"4'-0"2'-1"10'-0"LOOKOUT BASEMENT PLAN1/4"=1'-0"2.0XNOTE:8'-4" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)SFUTURERECREATION ROOMThese 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. 2015CFIREPLACE ABOVEDO NOT CANT. JOISTSSUMP BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRTYP. WINDOW HEAD HEIGHT AT 7'-0" U.N.O.A/C2x6 BEARING2'-5"5-016" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS2'-6"7'-6"DROPPED BEAMACFDWHHV15'-0"7'-6"8'-6"11'-0"9'-0" 5'-2"7'-4"R/I3/4BMECH.STORAGEUNEXCAVATED6'-0"48 SQ. FT.331 SQ. FT.UNFINISHEDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE16'-5" 16" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS S11'-2"3 1/2"34x48FBGL SHWR30"TPH 24" TOWEL BAR15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFI 5'-0 1/2"6'-5"3'-8"3'-8"16"x8" CONC. FTG.POURED CONC. WALLDRAIN TILESLEEVE38'-0"16'-3" M.O.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.22'-6"6" CURB, 2" LEDGE16"x8" CONC. FTG.2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.30x30x12CONC. PAD FTG.2x6 BEARING WALL2x6 BEARING WALL2x6 BEARING WALLDROPPED HDR3-09'-4"4'-0"4'-1 3/4"4'-0"2'-1"10'-0"SFUTURERECREATION ROOMFIREPLACE ABOVEDO NOT CANT. JOISTSSUMP A/C2x6 BEARING2'-5"5-016" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS2'-6"7'-6"DROPPED BEAMACFDWHHV15'-0"7'-6"8'-6"11'-0"9'-0" 5'-2"7'-4"R/I3/4BMECH.STORAGEUNEXCAVATED6'-0"48 SQ. FT.331 SQ. FT.UNFINISHEDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE16'-5" 16" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS S11'-2"3 1/2"34x48FBGL SHWR30"TPH 24" TOWEL BAR15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFI 5'-0 1/2"6'-5"3'-8"3'-8"16"x8" CONC. FTG.POURED CONC. WALLDRAIN TILESLEEVE16'-3" M.O.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.22'-6"2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.4'-8"30x30x12CONC. PAD FTG.2x6 BEARING WALL2x6 BEARING WALL2x6 BEARING WALLDROPPED HDR3-09'-4"4'-0"4'-1 3/4"4'-0"2'-1"10'-0"SFUTURERECREATION ROOMFIREPLACE ABOVEDO NOT CANT. JOISTSSUMP A/C2x6 BEARING2'-5"5-016" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS2'-6"7'-6"DROPPED BEAMACFDWHHV38'-0"15'-0"8'-6"11'-0"9'-0" 5'-2"7'-4"R/I3/4BMECH.STORAGEUNEXCAVATED12'-0"6'-0"48 SQ. FT.331 SQ. FT.SEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE16'-5" 16" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS SSUP15R10" TREADCUT11'-2"3 1/2"DROPPED BEAMSD34x48FBGL SHWR30"TPH 24" TOWEL BAR2-815 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFI FUTURE FIN. WALL5'-0 1/2"6'-5"3'-8"3'-8"8" THICK, 8'-4" HIGHDRAIN TILESLEEVE16'-3" M.O.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE8" THICK, 8'-4" HIGH2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.13'-10"30x30x12CONC. PAD FTG.2x6 BEARING WALL2x6 BEARING WALL2x6 BEARING WALLDROPPED HDR3-09'-4"4'-0"4'-1 3/4"4'-0"2'-1"10'-0"2-8HDR2-8SSFUTURERECREATION ROOMFUTURE BEDRMFIREPLACE ABOVEDO NOT CANT. JOISTSSUMP A/C2-82x6 BEARING2'-5"5-016" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS2'-6"7'-6"7-6 x 7-4 OPG.DROPPED BEAM6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8"POURED CONC. WALL16"x8" CONC. FTG.POURED CONC. WALL16"x8" CONC. FTG.2'-2"8" THICK, 8'-4" HIGHPOURED CONC. WALL14"x8" CONC. FTG.6" THICKMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGE12'-1"4'-6"2'-1"FILLSILL COCKSILL COCKSILL COCKSILL COCK4'-0"WINDOW & DOOR SCHEDULE-WALKOUTCALL-OUTU-FACTORROUGH OPENING6068 SGD0.3172 1/8" X 80"LOCATIONSHGCFAMILY ROOM0.320.31#11BEDROOM0.312W 3050 SH0.3172 1/8" X 60 1/4"10.31FAMILY ROOM2W 3050 SH72 1/8" X 60 1/4"-OPTIONAL-FOUNDATION INSULATIONFRONT FOUNDATION WALL:-25 SQ FT/62 LIN FT= 0.40 RATIOR-10REAR FOUNDATION WALL:-25 SQ FT/50 LIN FT= 0.50 RATIOLEFT SIDE FOUND. WALL:-162 SQ FT/48 LIN FT= 3.37 RATIORIGHT SIDE FOUND. WALL:-73 SQ FT/36 LIN FT= 2.02 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15REQUIREMENTSR-151656 SQ. FT.ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALLROCK FINISHEDSIDE OF WALL ONLYDRAWN: 8-25-2015-AWF426-MORGAN-A-3.0REVISED ELEC: 3-28-2019-LLPC#634,658: 5-1-2019-LLPERMIT/CONST:02-15-2021-JG1'-1 1/2"RADONVENT PIPELLOW VOLTAGESYSTEM RECEPTACLESMART HOMESYSTEM RECEPTACLE18328 HAMEL DRIVE PERMIT/CONST.PLANSPLAN OPTIONSWALKOUT BASEMENT LOT LARGER CONCRETE PAD 12' X 12'26'-0"12'-3"6'-9"7'-0"SWP6-0 x 6-8 SGD2W 3050 SH13'-9"2'-6"6'-0"6'-3"2W 3050 SH12' X 12'CONC. PAD16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH2x6 WALKOUT WALL2x6 STUDS AT 16" O.C. 8" POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE6" CURB, 2" LEDGE16x8 CONC. FTG.MIN. 3'-6" BELOW GRADE12'-0"6'-3"5'-9"6'-3"5'-9"16" CONC. PIER FTGDECK ABOVETREATED 2x10's16" ON CENTER (3) 2x10 FLUSH HDR - (2) TREATED AND (1) CEDAR6x6 TREATED POST(2) 2x10 FLUSH HDR - (1) TREATED AND (1) CEDARJOIST HANGERS BOTH ENDSLAG RIM 12" ON CENTER, TOP & BOTTOMMECH. FASTEN POST TO DECK & FOOTING5'-0" MIN. BELOW GRADE18" CONC. PIER FTG6x6 TREATED POST5'-0" MIN. BELOW GRADE1 0 2 2 . 81029.81027.8 1021.81021.8TOP OFRETAINING WALLBOTTOM OFRETAINING WALLGROUNDING RODTHRU PLATESWP Interior BWP Above(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. 3.0X14'-0"12'-0"12'-0"48'-0"9'-8"20'-6"18'-0"20'-0"8"10'-0"15'-0"7'-6" 9'-2"5'-10"8'-6"11'-0"9'-0" 7'-4"10'-3 3/4"2'-8"4'-10"38'-0"69'-8"FAMILYROOMBEDRM #1FOYER7'-6"11'-0"1752 SQ. FT.12'-0"DINING7'-10"5'-0"7'-8"1'-6"4'-2"3'-8"3'-8"4'-0"3'-8"3'-8"5'-8"5'-4"3'-4"4'-2"6'-3"5'-9"6'-3"5'-9"7'-0"7'-0"2W 3060 SH2W 3050 SH5'-9"6'-3" TRANSOMSET WINDOW ON2W 3050 SH2W 3050 SH7-6 x 8-0 OPG.5-0HALF WALL W/ WOOD CAP4'-3"5'-9 1/4"CARPETHD-FLRCARPET10" TREAD CUT 3-0SS SS SSSS S WPCOVEREDCONC PORCHDROPPED HDR 16x7 OH DOOR22'-6"22x30ATTICACCESSGFIGARAGESLOPE TO DOORS4" CONC FLOORALL WALLS & CEILINGGYP. BOARD ONNOTE: S 38'-0"4'-6"1ST FLOOR PLAN1/4"=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. 2015CNOTE:9'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)1'-6"BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR1'-6" FROM HOUSE PLATESDROP GARAGE PLATES11'-0"5'-6 1/4"MUD/LAU.WASHDRYHD-FLRCABTS.BASES 5-02'-8"7'-6"5'-0"3'-6"6'-2"RR8" CANT. HDR 8" CANT. HDR TCHIME LEVEL FLOORSLOPE FLOOR 4" WOOD STEPS 2x6 WALL3050 SHDBL SILL ATFOUNDATION WALLW/ 12" TRANS.2x6 WALLTYP. WINDOW HEAD HEIGHT AT 8'-0" U.N.O.17'-0"SDLLKITCHENHD-FLRLS1'-8"2-82-82-8BATH #12-86'-4 3/4"FAN2x6 WALL2x6 WALL6'-7 1/4"3'-10 3/4"3'-9"TPH 6'-0"GFISS S66" VAN.6'-6"5'-5 3/4"2-8SS S ROUGH-INCEILING FANPHCS SD/CMD10'-0 1/4"DN15R4'-2 3/4"3'-8"10'-0"3'-4"2020 FX2020 FX17'-0" 36'-0"31'-6" 67'-6" 5'-4 1/2"8'-4"5'-3 1/2"NOTE: FULL SIZE SUBFLOORSHEETS START 2'-0"FROM REAR OF HOMEL6'-0 1/2"6'-0 1/2"13'-2"2'-3"REFRANGE20 AMP.MICRO HOODCIRCUITPH 2'-3"2-02'-3"13'-1 3/4"5'-6 3/4"INSIDE FRAMING2-810'-3 1/2"4'-4"FANLL9'-0" INSIDE FRAMING 5'-10 3/4"11'-9 1/4"2x6 WALL2-8BATHHD-FLR42"TPH 24" TOWEL BARBEDRM #2CARPET2'-6"4-05'-4"2'-4"2'-6"9'-4 1/4"SD/CMD2-8SSD1-65-0 FBGLTUB/SHWR8"TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN7'-4"6068 SGD W/6" SPLASHSURROUNDBASE w/ FBGLSSTD 36x60 FBGL3'-9"24" TOWEL BAR42x60FBGL TUBLW.I.C.CPTSOFFITFRAMED DOWNNOTE: WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR W/ TRANSOM0.3138.25" X 95.25FOYER0.2312W 3060 SH72 1/8" X 72"BEDRM #2 10.31DINING ROOM2W 3050 SHFAMILY ROOM2W 3050 SH1LANDING36 1/4" X 60 1/4"210.31FAMILY ROOM DINING6068 SGD W/ TRANSOM72 1/8" X 94"0.3211BEDROOM #11BEDROOM #12020 FX0.3124" X24"0.3023050 SH2W 3050 SH72 1/8" X 60 1/4"0.3172 1/8" X 60 1/4"0.3172 1/8" X 60 1/4"0.310.310.310.310.310.310.31GFICUSB HD-FLR8"FAN2W 2020 FX2W 2020 FX2W 2020 FX48" X 24"0.320.31DRAWN: 8-25-2015-AWF426-MORGAN-A-3.0REVISED ELEC: 3-28-2019-LLPC#634,658: 5-1-2019-LLPERMIT/CONST:02-15-2021-JGS HD-FLR10'-0"1'-2 1/4"1'-2 1/4"2'-9"SLLLLLRADONVENT PIPELLL175 SQ. FT.542 SQ. FT.DW SINK 2'-0"2X6 WALL FRAMED101"(L) X 34 1/2" A.F.F.(H)12" OVERHANGON 2 SIDESWPLLSHCP GFI SSS SS2nd SMART HOMERECEPTACLE2x6 WALLD DDLLLLLDLL2-2x10 DRP BM22x30 ATTIC ACCESS 18328 HAMEL DRIVE PERMIT/CONST.PLANSPLAN OPTIONSCEDAR DECK WITH ALUMINUM RAILSSTANDARD KITCHEN WASTE BASKET LAUNDRY ROOM CABINETS PENDANT LIGHTS MAIN LEVEL FAMILY ROOM LIGHTS DINING ROOM LIGHTS VENT MICROHOOD TO OUTSIDEDECK12'-0" X 12'-0"USP LTS19-TZCONNECTORS ON2'-0" MAXEQUALEQUALEQUAL2'-0" MAXTREATED 2x10's16" 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 RIM12'-0"6'-0"6'-0"12'-0"2x12 BLOCKING ORCEDAR DECKINGUNDERSIDE OF 2X10 TREATED JOISTSUSP LTS19-TZ2x4 SWAY BRACING AS REQ'D 5 1/2"2" DRIP CAP5/4" DECKING2x10 TREATED JOISTSRIM BOARD1-1/8" OSB3/8" DIAM LAG SCREW W/ WASHERMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS18" FLOOR TRUSSES(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 WASHER1/2"=1'-0"REAR DECK LEDGER SECTION3"RATED AT 350 LBFT1/2" DIAM. LAG SCREWS1/2"=1'-0"LEDGER DETAIL3/4" SUBFLOOR6 1/4"VARIES2x_ PORCHLEDGER2x6 EXTERIOR WALL18"FLOORTRUSSES.2""MIN...3/4"1st FLOOR WALLSSUBFLOOR9'-1 1/8"BASEMENTWALLS 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 TRUSSESUSP LTS19-TZ , (4) PER DECKRATED AT 750 # EACH, SPACED EVENLYLATERAL LOAD CONNECTION:3/8" LAG SCREW W/ WASHERBLOCKING, LAID FLATTRTD (2) 2X12(8) 16D NAILS ON INSIDEMAX. 24" FROM END OF LEDGERBLOCKING, 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 BEMIN. 3" PENETRATION THRU OSB RIM & FLR TRUSS21" 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 NAILS28" O.C. UNDER 6'-0" SPAN(MIN. 4" LENGTH)10d NAILS OR 16D SINKERSOF DECK LEDGER(3) 2x10 TREATED HDRAPPROVED HANGERS2x10 CEDARTREATED 2x10 JOISTSCEDAR DECKING3'-0" MIN.POSTSPOST ANCHORAPPROVED GALV.BOTH ENDS2" GALVANIZED DRIP CAP(DO NOT FASTEN DECKING2x4 CEDAR S4S2x6 CEDAR S4S2x2 CEDAR S4S5" ON CENTER THROUGH FLASHING)5 1/2" FROM TOP OF SUBFLOORTO TOP OF JOISTS45 BEVEL CUT0AT 16" O.C.5/4" x 6" 1/2"=1'-0"DECK DETAILS6x6 TREATEDRIM16"16" DIAMETER5'-0" FROST PROTECTIONCONC. PIERCEDARSIMPSON DTT1Z ORWASTE BASKETS PEND.PEND.PEND.GASVENT MICRO OUTSIDE BACKSPLASHBACKSPLASH KITCHEN BACKSPLASH TILED GAS FIREPLACE S GAS FPRO. 42 X40 1/8TECHTUBES (2)14" Versa-Lam(2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam32.5366655PFHPFH2.5Shearwall PROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSTYPICAL 2x6 STUDS @ 16" O.C.SIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 6/S1 FORALTERNATIVE OPTION)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DWITH BASEMENT-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 4.0XThese 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. 2015C10'-1 1/8"2'-0"OVERHANGA I R C HU T E SNOTEDUNLESSOTHERWISERIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHINGALUMINUMCORNICE6" MIN. HEEL 6'-0" OF ICE & WATER SHIELD2x6 SUBFASCIA7/16" OSB SHEATHINGMIN. R-19 INSULATION2x6 STUDS AT 16" O.C.2" MIN. POLYURETHANE FOAMAT RIM (R-12.2)W/ VAPOR BARR.5/8" TYPE-X GYP. BD.1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.FINISHED GRADEWILL VARY1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICATIONS1'-6"CANT40-1/8"7/16" OSB SHEATHING @ BACKMIN. R-19 INSULATION24" O.C. MAX SPACINGHOUSE WRAPSIDING PER ELEV.2x6 STUDS AT REMOVABLE PANEL(ON ALL 6 SIDES OFFIREPLACE BUMP-OUT)2X6 FRAMING AT BOTTOM OFFIREPLACE CANT, W/ 5" MIN.1/2" O.S.B. @ 6'-0" A.F.F.2X4 FRAMING WITHFIRESTOP FRAMING3/4" PLYWD SHEATHING @ SIDESFIREPLACE RGH. OPG.ON INSIDE FACE OFFIREPLACE CHASE(TOP & 4 SIDES)2W FIREPLACE HEADER2'-6"SINGLE 2X10 HEADERBE REMOVABLEHATCHED AREA TOFOR INSTALLATIONAND INSPECTION(1) 2X6 KING STUD(1) 2X6 BEARING STUD3/4" PLYWOOD SHEATHINGATTACHED TO (2) 2X6FULL HEIGHT STUDS1/2" O.S.B. @ 6'-0" A.F.F.2X4 FRAMING WITHFIRESTOP FRAMING5/8" FIREROCKOF ROCK OUT FORCUT 6" WIDE AREAINSULATOR10'-1 1/8"SEAL ALL CORNERSSEAMS AND OPENINGSFIREPLACE FRAMING DETAIL1/2"=1'-0"FOAM INSULATION (R-30.5)2'-6"6'-0"8'-4" POUREDCONC WALL4" CONC. FLOOR16" MFD FLOOR TRUSSES3/4" SUBFLOOR9'-1 1/8" 9'-6 1/4" 8'-1 1/2"FAMILYROOMBED 21/2B9'-8"48'-0"CROSS SECTION AT DEN1/4"=1'-0"16" MFD FLOOR TRUSSES3/4" SUBFLOOR4" CONC. FLOOR6'-8" MIN HEADROOM HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATASTAIR SECTION1/4"=1'-0"MFD TRUSS1'-0"6127 7/16" 9'-1 1/8"8'-4" POUREDCONC WALL4" CONC. FLOOR9'-6 1/4" 8'-1 1/2"3/4" SUBFLOORGARAGE1'-6" FROM HOUSE PLATESDROP GARAGE PLATES1'-6"7'-7 1/8"31'-6"36'-0"4" CONC. FLOORBEDRMBATHW.I.C.CROSS SECTION AT GARAGE1/4"=1'-0"MFD TRUSS61216" MFD FLOOR TRUSSES22'-6"SLOPE FLOOR 4"LEVEL FLOOR9'-0"7'-6"10'-0 1/4"4'-3 1/4"TO OPENING2-2x6 HEADER9'-8"POURED CONC. WALL14"x8" CONC. FTG.6" THICKMIN. 3'-6" BELOW GRADECOVEREDPORCH4 1/2"21 1/2" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-9 1/2"CONC. STOOP10'-1 7/16" 7'-1 7/16"6128'-4" POUREDCONC WALL6"HEEL3'-9"TO PLATE20202020 MFD TRUSS(2) 2x8 HDR2'-6 1/4"1'-2 3/4"1'-0"6129'-0"9'-1 3/8"DRAWN: 8-25-2015-AWF426-MORGAN-A-3.0REVISED ELEC: 3-28-2019-LLPC#634,658: 5-1-2019-LLPERMIT/CONST:02-15-2021-JG FOUNDATION DETAILAT FOOTING STEP LOCATIONS1S1DescriptionDateRevisionProject Number:Date:S11Sheets: 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, 20211.0011-1-212021 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2S1WALL SECTIONLOOKOUT WALL CONDITION3S1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4S1WALL SECTIONFULL HEIGHT WALL CONDITION5S1REBAR TABLE6S1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2021©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 PRESSURE 1,500 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/S1)BACKFILL HEIGHT(SEE 5/S1)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"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = 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/S1#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'-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/S1(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)6"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 OTHERSUNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1(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, 2021.6"MIN. CLEAR HEIGHT BACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETESTRIP FOOTING PER CODEOR BY BUILDING DESIGNER,AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN BELOW8" MIN. C.I.P. CONCRETEFOUNDATION WALL-SEEREBAR TABLE S8 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON S11FLOOR TO SILLCONNECTION SEE S10WOOD 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 BARSCONCRETESLAB-ON-GRADEPLACED TIGHT TOFOUNDATION WALL#4x2'-0" DOWELS @ 72" O.C.MAX (5" MIN. EMBED)GENERAL STRIP FOOTING SIZE GUIDESOILONE-STORY STRUCTURETWO-STORY STRUCTURE2000 PSF16" WIDE x 8" THICK20" WIDE x 8" THICK1500 PSF20" WIDE x 8" THICK26" WIDE x 8" THICKTHIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ONMAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHERCONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10",AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS,HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS.D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 COPYRIGHT HANSON GROUP LLC 2021©DescriptionDateRevisionJanuary 1, 2021Project Number:Date:1.001S21Sheets: of2Print Name:Signed: License Number:Nick Hanson1-1-2146665Date: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 SYSTEM1S2BRICK LEDGE INFO5S2WALL SECTIONAT WINDOW WELL LOCATIONS6S2STOOP INFO7S2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2S2BLOCKING DETAILFLOOR JOIST CONDITION3S2BLOCKING DETAILFLOOR TRUSS CONDITION4S2SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comVENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATIONWALL SEE 5/S1WOOD 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/S1VENEER ORSLAB-ON-GRADEBY OTHERS12"VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 2/S1 OR 3/S1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3'-0" MAX VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 4/S1SLAB-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/S2FOR 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/S1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)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/S1)BACKFILL HEIGHT(SEE 5/S1)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/S1)BACKFILL HEIGHT(SEE 5/S1)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/S2 &2/S2C.I.P. CONCRETEWALL SEEADJACENTPLANS FORTHICKNESS &MAXIMUM WALLLENGTHSSEE FULLHEIGHT WALLSECTION 5/S1FORREINFORCINGSTOOPSLAB 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/S1NOTES: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/S22 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/S2 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/S22 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/S2 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/S1 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/S1LOOKOUTWALLSEE 3/S1GRANULARMATERIAL(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 21, 2020Project Number:Date:0.146S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044F406/F426 A-GR 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 Mack4-21-2046673Date: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/S1SCOPEDESIGN 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 AND DECK ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL PORTIONS OF THE STRUCTURE ANDARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.S1FRAMING 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 6/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-1012"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-1012"±PROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL5S1FRAMING DETAILFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.TYPICAL 2x6 STUDS @ 16" O.C.SIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 6/S1 FORALTERNATIVE OPTION)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DWITH BASEMENTWITH SLAB-ON-GRADESIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 6/S1 FOR ALTERNATIVE OPTION)BRACEDWALL LINE(2.5-FT)(4-FT) (4-FT)(2.5-FT)(5-FT)ONE-SIDED(5-FT)ONE-SIDED(5-FT)ONE-SIDED(5-FT)ONE-SIDEDBRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(5-FT)(5-FT)(5-FT)BRACED WALL LINE BRACEDWALL LINE(5-FT)(5-FT)(4-FT)(4-FT) (4-FT)(4-FT)(3-FT)(2.5-FT)(3-FT)(4-FT)(4-FT)(4-FT)(2.5-FT)(6-FT)(6-FT)(6-FT)ONE-SIDEDBRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(6-FT)(2.7-FT)(2.7-FT)(3-FT)(3-FT)(6-FT)(3-FT)(3-FT)BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEALTERNATE HOLDOWNCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTIONS6S1FRAMING DETAILALTERNATE RAISED HOLDOWN12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)12"Ø THREADEDROD w/ NUT &WASHER ATHOLDOWN ENDSIMPSON HTT5HOLDOWN ANCHORFASTENED TODOUBLE STUDSFLOORSYSTEMCONCRETEFOUNDATIONBELOWCONSTRUCTSHEARWALL ASSHOWN IN 5/S1SMALL 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.) NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.FLOOR FRAMINGWALL FRAMING(2) 2x6 STUDS FULL HEIGHTNAIL PLYWOOD TO STUDS w/(2) ROWS 16d NAILS @ 6" O.C.(2) 2x6 STUDS FULL HEIGHTNAIL PLYWOOD TO STUDS w/(2) ROWS 16d NAILS @ 6" O.C.FASTEN STUDS TO BEAM BELOWw/ (2) SIMPSON LSTA18 STRAPS2x6 BEARING STUD& 2x6 KING STUDFOR HEADERSIMPSON A35 FRAMING ANGLEEACH SIDE OF STUD GROUP ATTOP & BOTTOM OF WALL2x6 @ 16" O.C.MAX. FIREPLACEWALL FRAMING HEADER ABOVEBY SUPPLIER34" SOLID PLYWOOD (8' PIECES, BLOCK@ JOINTS) EACH SIDE OF BUMP OUTPOCKETED INTO 2 x 6 FULL HEIGHTWALL & FASTENED AROUND PERIMETERw/ (2) ROWS NAILS, EACH AT 6" O.C.WOOD RIM TRUSSBY SUPPLIER(2) 2x6 BEAMSIMPSON A34 FRAMINGANGLE ALL FOUR CORNERS2x6 @ 16" O.C. MAX.FLOOR FRAMINGFASTEN STUDS TO BEAM BELOWw/ (2) SIMPSON LSTA18 STRAPS34" SOLID PLYWOOD (8' PIECES, BLOCK@ JOINTS) EACH SIDE OF BUMP OUTPOCKETED INTO 2 x 6 FULL HEIGHTWALL & FASTENED AROUND PERIMETERw/ (2) ROWS NAILS, EACH AT 6" O.C.CUT SQUARE NOTCHIN PLYWOOD FORFLOOR SYSTEM5'-0" MAX.5'-0" MAX.SECTION A-AAAWOOD RIM TRUSSBY SUPPLIER(2) 2x6 BEAM2x6 LEDGER FASTENED w/(2) LEDGERLOKS @ 16" O.C.2x6 @ 16" O.C. MAX.FLOOR FRAMINGFASTEN STUDS TO BEAM BELOWw/ (2) SIMPSON LSTA18 STRAPS(SHOWN ABOVE)FOUNDATION PER CODESIMPSON A35 FRAMING ANGLEEACH SIDE OF STUD GROUP ATTOP & BOTTOM OF WALLFASTEN (2) ROOF TRUSSESNEAREST STUD GROUP w/SIMPSON A35 FRAMING ANGLE1'-6" MAX.1'-6" MAX.NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.9'-118"±COPYRIGHT HANSON GROUP, LLC 2020©DescriptionDateRevisionApril 28, 2020Project Number:Date:0.146S21Sheets: of1Print Name:Signed: License Number:Ryan Mack4-28-2046673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.SCOPEDESIGN AND DETAIL OF A FIREPLACE BOXOUT FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE INACCORDANCE 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., WHICH MEETS OREXCEEDS 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 EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" IN LAP ZONE.AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.4.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).MATERIALSWOOD STUDS: SPF STUD GRADE OR BETTERWOOD BEAMS:SPF NO. 2 OR BETTERLOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFFIREPLACE WEIGHT:300 LBSWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODED R Horton 20860 Kenbridge Court #100Lakeville, MN 550443407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.com2x6 LEDGER FASTENED w/(2) LEDGERLOKS @ 16" O.C.F426 All ElevationsMinnesota ConstructionPARTIAL MAIN LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)REFERENCE PLANPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.FRAME FIREPLACEBOXOUT ASSHOWN BELOWHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENT Morgan F426 - Walkout HVAC Load Calculations for D.R. Horton 20860 Kenbridge Ct. #100 Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-319-4200 Monday, March 23, 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 Morgan F426 - Walkout Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:Morgan F426 - Walkout Designed By:Jake Ryan Project Date:3/23/2020 Project Comment: Client Name:D.R. Horton Client Address:20860 Kenbridge Ct. #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 West 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:970 CFM Per Square ft.:0.278 Square ft. of Room Area:3,496 Square ft. Per Ton:1,574 Volume (ft³):29,722 Building Loads Total Heating Required Including Ventilation Air:43,129 Btuh 43.129 MBH Total Sensible Gain:21,307 Btuh 80 % Total Latent Gain:5,350 Btuh 20 % Total Cooling Required Including Ventilation Air:26,657 Btuh 2.22 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. D:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Morgan F426 - Walkout 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 2.22 1,574 3,496 21,307 5,350 26,657 43,129 518 970 518 970 970 System 1 Main Floor Yes 2.22 1,574 3,496 21,307 5,350 26,657 43,129 518 970 518 970 970 11x16 Ventilation 595 3,016 3,612 4,466 Supply Duct Latent 3 3 Humidification 5,011 Zone 1 3,496 20,711 2,331 23,042 33,651 518 970 518 970 970 11x16 1-Basement 1,744 4,541 0 4,541 13,938 214 213 214 213 213 2--6 2-Main Floor 1,752 16,171 2,331 18,502 19,714 303 758 303 758 758 7--6 D:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Morgan F426 - Walkout 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 0.1 541.7 214 213 213 2--6 2-Main Floor Built-In 450 750 0.01 0.1 551.2 303 758 758 7--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 793.9 518 970 970 11x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:518 Cooling Flow:970 D:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Morgan F426 - Walkout 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 0.32 314 8,745 0 8,340 8,340 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 1959.2 11,080 0 1,694 1,694 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 120 563 0 0 0 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 928 4,036 0 0 0 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM, U-value 0.05 261.3 1,136 0 228 228 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 1752 3,048 0 2,383 2,383 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 1744.2 3,035 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 7.5 23 0 2 2 Subtotals for structure:33,638 0 13,191 13,191 People:6 1,200 1,380 2,580 Equipment:1,131 4,262 5,393 Lighting:550 1,876 1,876 Ductwork:13 3 3 6 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 130, Summer CFM: 130 4,466 3,016 595 3,612 Humidification (Winter) 13.66 gal/day :5,011 0 0 0 Total Building Load Totals:43,129 5,350 21,307 26,657 Check Figures Total Building Supply CFM:970 CFM Per Square ft.:0.278 Square ft. of Room Area:3,496 Square ft. Per Ton:1,574 Volume (ft³):29,722 Building Loads Total Heating Required Including Ventilation Air:43,129 Btuh 43.129 MBH Total Sensible Gain:21,307 Btuh 80 % Total Latent Gain:5,350 Btuh 20 % Total Cooling Required Including Ventilation Air:26,657 Btuh 2.22 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. D:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Morgan F426 - Walkout 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 West 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 213 196 148 202 *229 182 105 168 2--6 2 Main Floor 758 780 747 823 *849 848 738 766 7--7 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°West 970 21,307 5,350 2.22 45°Northwest 976 21,427 5,350 2.23 90°North 895 19,690 5,350 2.09 135°Northeast 1,025 22,481 5,350 2.32 180°East *1,078 *23,614 5,350 *2.41 225°Southeast 1,030 22,574 5,350 2.33 270°South 843 18,598 5,350 2.00 315°Southwest 934 20,531 *5,350 2.16 * Indicates highest value of all rotations. 1.8 1.9 2.0 2.1 2.2 2.3 2.4 West Northwest North Northeast East Southeast South SouthwestCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage D:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Morgan F426 - Walkout 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 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 West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast Front door faces South Front door faces Southwest D:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:55 PM 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 02/26/21XKP