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LA221082 - 17421 Dunkirk Way-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:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov 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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016CROOF PLAN1/8"=1'-0"6:126:126:126:126:126:12CCCCAAAABBBB1'-0" 1'-0" 1'-8"1'-0"1'-0"1'-0"4 ROOF VENTS4 ROOF VENTS3 ROOF VENTS 1'-0"1'-0" 1'-0" 1'-0"6:126:121'-8"1'-0"ICE & WATERALUMINUM FLASHINGBEHIND STOOP1x1'-0"7 7/16"612XXXXXADDRESS NUMBERSTEEL PANEL OVERHEAD DOORA6:12 PITCH6:12 PITCH1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72723031-B1CAMERON IISPEC HOMECUST:A DIVISION OF D.R. HORTON INCTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASEAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIMDAAD3 1/2" TRIM 5" TRIM3 1/2" TRIM5" TRIM612RAIN DIVERTER7'-1"REFSIDING LEGENDALAP SIDING "B"LAP SIDING "A"PRODUCTCBD5" TRIM - VINYL LINEALNOT USEDE6 1/2" VINYL BEAD BD1'-4"2'-0"3'-2" WOODGRAIN PANEL5/4" x 5" - WOODGRAIN5/4" x 10" - WOODGRAINWOODGRAIN PANEL4/4" x 3" - WOODGRAIN(FRONT & REAR)6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM11 1/4" AT TOP 11 1/4" AT TOP1'-4"11 1/4"3'-5"1/2" OSBOVER 2xTREATED FRAMEBEAM1/2" OSBOVER 2xTREATED FRAMEWOODGRAINPANELWOODGRAIN5/4" x 10"FLASHINGSTONE CAPSTONE CAPTAPERED COLUMN WITHSTONE PIER1/4"=1'-0"1/4"=1'-0"2"=1'-0"2"=1'-0"(SIDES)16" AT BASE16" AT BASE30°PC#1045 : 10-11-2022-AFPC#1038 & 1039: 10-12-2022-AFPC#1040 : 10-12-2022-AFPC#1043: 10-12-2022-AFLIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12"4"4" DIA. HOLE3031 B-FRONTCAMERON IITOTAL FRONT FASCADE: 319 SQ FT1x CEDARLEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"1'-0"7 7/16"1'-0"7 7/16"1'-8"11 7/16"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEFLASH OVER ALL EXT OPGSASPHALT SHINGLES6:12 PITCH6:12 PITCH6:12 PITCH6:12 PITCH612612AAAA40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2PERMIT/CONSTRUCT PLANS17421 DUNKIRK WAYLOT 2 BLOCK 4 - BROOKSHIRE 2ND ADD.PERMIT/CONSTRUCT: 11-27-23-RKSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode11/28/2023jnuetzman 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. 2016C2.0XCAMERON II 3031-B1-GLPC#1045 : 10-11-2022-AFPC#1057-1060:10-11-22-LLPC#1082: 4-1-23-LLPERMIT/CONSTRUCT: 11-27-23-RKWINDOW & DOOR SCHEDULE - LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" x 42"BEDRM0.3215036 SLIDER0.2960" x 42"FAMILY RM0.322NOTE:3'-6" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRBASEMENT PLANSCALE: 1/4"=1'-0"ACHVWHF.D.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSSUMPFINISHEDFAM./REC. RMFINISHEDBEDRM204 SQ. FT.UNFINISHEDCRAWL SPACE48'-0"10'-0"6'-6"57'-0" 44'-0"13'-0" 57'-0"35'-0"22'-0"20'-0"2'-0"15'-6"19'-6"29'-0"19'-2"9'-10"1'-5 1/2"16'-3"1'-5 1/2"8 1/2"8'-3"10 1/2"16'-3" M.O.8'-3" M.O.25'-0"23'-0"6'-6"UP7R2-85036 SLIDER5036 SLIDER2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH404 SQ. FT.POURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGHUNEXCAVATED6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGHANCHORS AT 6'-0" O.C.16x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL5'-6"23'-0"9'-6"13'-6"15'-9"3'-6"12'-3"BASEMENT PLANSCALE: 1/4"=1'-0"11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECSMECH105 SQ. FT.2-82-62-4W.I.C.DROPPED BEAM5'-10"ANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALLANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALL15'-9"14'-3"14'-0" 5'-9"13'-9"15'-6"7'-6"1'-0"8'-6"6'-0"3'-6" 10'-3"8'-6"1'-0"3'-6"5036 SLIDER9'-6"10'-0"5'-0"10"11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 7'-6"5'-0"7'-6"5'-0"7'-0"6'-8"CONC PAD FTG3-2x6 POST30x30x12CONC PAD FTG4-2x6 POST30x30x12DROPPED HDRDROPPED HDRRADONVENT PIPEERVPOURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGHPOURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGHSILLCOCK2'-0"THE FRAMER WILLINSULATE, POLY & INSTALLBEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURRING WALLEXTERIOR 2X6 SIDE-WALLFAMILY/REC. RM & W.I.C.NOTE: WHEN FRAMINGA/CDWCPTCPT3'-6"9'-0"LAUND.48'-0"19'-0"6'-9"6'-0"7'-0" TREATED 2x8's 16" ON CENTER16" CONC. PIER FTGMIN. 3'-6" BELOW GRADE6x6 POST6'-9"2-2x8 FLUSH BEAM2-2x8 FLUSH BEAM2-2x8 FLUSH BEAM6'-2"5'-5"8"POURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESEWER & WATER SLEEVE DBL JOIST AT COLUMN ABOVE DBL JOIST AT COLUMN ABOVE 2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH72X12 FRAMEDDOWN SOFFITFRAME 2X4 FURR WALLUP TO BOTTOM OF6'-0" 4'-0" 1'-4"THE FRAMER WILLINSULATE, POLY & INSTALLWALL BEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURR WALLGARAGE/HOUSE 2X6 COMMON2'-1" 3'-4" DROPPED HDRGROUNDING ROD THRU PLATESFRONT FOUNDATION WALL:-26 SQ FT/55 LIN FT= 0.47 RATIOR-10REAR FOUNDATION WALL:-25 SQ FT/48 LIN FT= 0.52 RATIORIGHT SIDE FOUND. WALL:-22 SQ FT/35 LIN FT= 0.62 RATIOLEFT SIDE FOUND. WALL:-27 SQ FT/44 LIN FT= 0.61 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-10R-15MN FOUNDATION INSULATION TAKEOFF-LOCAL REQUIREMENTS MAY VARY-AT CRAWLSPACEREQUIRED IN CITY OF LAKEVILLENOTE: R-15 FOUNDATION INSUL.3'-0"(THRU RIM)SILL COCKBATH24" TOWEL BARTPH 30"49 SQ. FT.2-45-0 FBGLTUB/SHWR5'-0"6"ANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALLANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALLGROUNDING RODTHRU FTGPERMIT/CONSTRUCT PLANS17421 DUNKIRK WAYLOT 2 BLOCK 4 - BROOKSHIRE 2ND ADD.PLAN OPTIONSLOOKOUT BASEMENT-885512(2) 7-1/4" VERSA-LAM(2) 9-1/2" VERSA-LAM(2) 7-1/4" VERSA-LAM(2) 7-1/4" VERSA-LAM UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(1) 11-7/8" VERSA-LAM BWPAboveInterior BWP AboveBWPAbove(1) 11-7/8" VERSA-LAM 48'-0"25'-0"23'-0"10'-8"12'-4"6'-4"4'-4"4'-4"8'-0"57'-0" 44'-0"13'-0" 6'-0"7'-0" 57'-0"35'-0"22'-0"3'-0 5/8"10'-0"20'-0"2'-0"10'-8"6'-1"15'-9" 3'-6"3'-6" 13'-1"7'-8"5'-6"23'-0"9'-6"13'-6"4'-11"11'-7"7'-1"4'-6"48'-0"19'-0"29'-0"19'-2"9'-10"5'-6"12'-10"5'-6"UP8RDN7RBEDRM #2BEDRM #3BEDRM #1FOYERLIVINGROOM6068 SGD3050 SH3050 SH3050-2 SH3-02-82-42-65'-10"5'-6"HD-FLRCPTCPTCPTCPTPEAK OF VAULTVAULTED16x7 OVERHEAD DOOR8x7 OVERHEAD DOORGARAGESLOPE TO DOORS4" CONC FLOOR618 SQ. FT.TYPICAL 2x4 GARAGE WALLSON ALL WALLS & CEILINGGYP. BOARDNOTE: COVERED PORCH102 SQ. FT.5-0 FBGLTUB/SHWR1ST FLOOR PLAN1856 SQ. FT.NOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 6'-10 1/2" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRSCALE: 1/4"=1'-0"9'-7"9'-7"4'-10"5'-0"These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C3.0XCAMERON II 3031-B1-GLPC#1045 : 10-11-2022-AFPC#1057-1060:10-11-22-LLPC#1082: 4-1-23-LLPERMIT/CONSTRUCT: 11-27-23-RKBATH #1HD-FLR2-44-04-02-4W.I.C.CPT5'-8" 7'-9"3'-6" 11'-8"27'-2 1/4" 2'-8 3/8"3050 SH3050 SH15'-9"2-02-02-62-63'-8"3'-8"7'-0"1'-0"2'-6"2'-6"2'-5"9'-0"13'-0" 13'-1"2'-8"30"4'-0"8'-8"4'-10"2'-4"3'-0"6'-6"2'-4" 4'-1 1/8"4'-1 1/8"W/ WOOD CAP42" HIGH HALF WALLRADONVENT PIPEEND VAULT22x30ATTICACCESS8"8"TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE12'-10"5'-4"21 1/2" WIDE DROPPED SOFFIT(SEE SECTION)BATH#2HD-FLR24" TOWEL BARTPH TPH 60"8'-1 1/8" CEILING9'-0"DININGVAULTED10'-6"3050 SH2W 3050 SH16'-4 1/8"EQ.EQ.HD-FLRCPT.HD FLRWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.31FOYER0.2312W 3050 SHBEDRM #513050 SHLIVING ROOM1DINING ROOM16068 SGDBEDRM #313050 SHBEDRM #213050 SHBEDRM #123050 SH38 1/4" X 83 1/4"0.310.3172 1/8" X 60 1/4"0.3172 1/8" X 80"0.320.3136 1/4" X 60 1/4"0.310.310.3136 1/4" X 60 1/4"LIVING ROOM12W 3050 SH0.310.3172 1/8" X 60 1/4"0.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.312'-9"22x30 ATTIC ACCESS ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C.ROOF TRUSSES@ 24" O.C.2x6 WALL3'-1"34x60 FBGL SHWR 3'-6"2'-6"3'-0" 2'-6" 5'-3"4'-0"2-41'-0"CENTRALRETURN2-41/2BHD-FLRPED.TPH 24" TOWEL BAR2'-6"MUD RMHD-FLR3032 SHKITCHEN10.3136 1/4" X 38"0.312'-3" SINKDW KITCHENVAULTED20 AMP.MICRO HOODCIRCUITRANGE12" OVERHANG35" HIGH6'-5 1/2"7'-5"8'-1" 7'-9"CABINETS2'-3 3/4"8'-9 9/16" INSIDE FRAMINGREF.2-42'-4"6'-5 1/4"5'-1 3/4"5'-1 3/4" 2'-4" 3'-9"3032 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-1 1/8"2x4 WALL(2) 2-0BEDRM #5CPT3'-6"8'-1 1/8" CEILING3'-3 3/4"2'-6"2'-6"2-42-42'-6"2'-6"3'-6"ELEC FIREPLACE3/16"=1'-0"5'-1"1'-4"18-1/4"x44-1/2"S/R1'-6 1/4"RGH OPGALLUSION 48 ELEC FP1'-4" 1'-6 1/4" 10" 2X6 WALL 2-2X101/2" PLYWD2X6 FRAMINGINSULATION & 1 LAYEROF ROCK BY FRAMERSMANTLE4'-2"1/2" ROCK OVERROCK RETURNSOF FIREPLACE OPG.& OUTLETCABLE JACK+-3'-8 1/2"8 1/4"8 1/4"8'-1 1/8"1'-0"1267 7/16"312OUTLET INSTALLED20AMP DEDICATEDON SIDE WALL OFFIREPLACE OPGDO NOTADDITIONAL NOTESINTERIOR SWING DOORS: RGH OPG HGT IS 83", THE WIDTH IS THE SIZE OF THE DOOR PLUS 2"INTERIOR BI-FOLD DOORS: RGH OPG HGT IS 82", THE WIDTH IS THE SIZE OF THE DOOR PLUS 1-1/2"5'-1"ELEC. FPFRAMERS TO INSULATE& ROCK EXTERIOR WALLSBEFORE FRAMING FIREPLACEIRRIGATIONSYSTEMPERMIT/CONSTRUCT PLANS17421 DUNKIRK WAYLOT 2 BLOCK 4 - BROOKSHIRE 2ND ADD.PLAN OPTIONSELECTRIC FIREPLACEIRRIGATIION SYSTEMS2FRAMING DETAILLIVING ROOM TALL WALL FRAMING(ACTUAL LAYOUT MAY BE MIRRORED)2PROVIDE (1) 2x6 BEARINGSTUD & (1) 2x6 FULLHEIGHT KING STUD EACHSIDE OF WINDOW OPENINGSTANDARD HEADERBY SUPPLIER3.5128'-118"PROVIDE 2x6 BLOCKING BETWEENSTUDS AT INTERVALS NOT TO EXCEED10-FT ALONG HEIGHT OF WALLWALL TOP & BOTTOM PLATES MAYBE STANDARD SPF/SYP MATERIAL2x6 STUDS @ 16" O.C.TYPICAL FULL HEIGHTWALL FRAMING(BALLOON FRAMED)CL-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).PFHPFH88(2) 9-1/2" VERSA-LAM(2) 7-1/4" VERSA-LAM(2) 9-1/2" VERSA-LAM(2) 7-1/4" VERSA-LAM(2) 9-1/2" VERSA-LAM(2) 11-7/8" VERSA-LAM SWPGFIBEDRM #2BEDRM #3BATH#2FOYERLIVINGROOMDININGGARAGECOVERED PORCHThese 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. 2016C4.0XCAMERON II 3031-B1-GLPC#1045 : 10-11-2022-AFPC#1057-1060:10-11-22-LLPC#1082: 4-1-23-LLPERMIT/CONSTRUCT: 11-27-23-RKBATH #1W.I.C.RADONVENT PIPEELECTRICAL PLANSCALE: 1/4"=1'-0"1ST FLOORC22x30ATTICACCESSLLLLWPSPRINKLERSYSTEMRECEPTACLES SSSSDSDSDSD/CMDSSFANS SSELECTRICAL PLANSCALE: 1/4"=1'-0"BASEMENTSEWER & WATER SLEEVE 22x30 ATTIC ACCESS FANLA/CWPSDSSD/CMDACHVF.D.FINISHEDFAM./REC. RMFINISHEDBEDRMUNFINISHEDCRAWL SPACEUNEXCAVATEDMECH./W.I.C.RADONVENT PIPESSSGFIS SCSILLCOCKLLLLLLLAUNDWHERV15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLELLLLLLLLLSSUMPGFIS GFISWATER SOFTRECEPTACLEBEDRM #1SROUGH-INCEILING FANSLOW VOLTAGESYSTEM RECEPTACLEMUD RMTLCHIMESHCPSMART HOMERECEPTACLELLLLLLS DISP. DW USB SFANGFISSSSSSSSSSS GFI LFANSBATH GFISL LBEDRM #5LDROUGH-INBLANK PLATES SDSD/CMDLRGH-IN INSIDECABINET ONLYAPPLIANCES TO BEON A GFCI OUTLETNOTE: ALL KITCHENCFIREPLACEPART OFOPTIONOUTLET INSTALLED20AMP DEDICATEDON SIDE WALL OFFIREPLACE OPGTECHTUBEIRRIGATIONSYSTEMPERMIT/CONSTRUCT PLANS17421 DUNKIRK WAYLOT 2 BLOCK 4 - BROOKSHIRE 2ND ADD.PLAN OPTIONSELECTRIC FIREPLACEIRRIGATIION SYSTEMPLAN OPTIONSLOOKOUT BASEMENT- 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. 2016C5.0XCAMERON II 3031-B1-GLPC#1045 : 10-11-2022-AFPC#1057-1060:10-11-22-LLPC#1082: 4-1-23-LLPERMIT/CONSTRUCT: 11-27-23-RK8'-1 1/8"8'-1 1/8"1'-0"1267 7/16"MFD TRUSS4" CONC. FLOOR3/4" SUBFLOOR11 7/8" MFD I-JOISTS4" CONC. FLOORGARAGEBEDRMBEDRM #222'-0"35'-0"3'-6" POUREDCONC WALL1/4"=1'-0"CROSS SECTION A-ABATH#21/2"=1'-0"FRONT PORCH LEDGER SECTION6 78"7 14 "FLASHING ABOVEGRADETOP OF SUBFLOORTO TOP OF JOIST6 7/8" FROMAND BELOW TREATED2x8 LEDGERTRTD 2x8 JOISTS16" O.C.(8) 10d COMMON NAILS (AT LTS19-TZ STRAP)1/2"=1'-0"FRONT PORCH LEDGER DETAILRIM BOARD1-1/8" OSB11-7/8" I-JST 3/4" 1st FLOOR WALLSSUBFLOOR 8'-1 1/8" FOUNDATION WALL 3/4" SUBFLOOR6-7/8"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL. 2"MIN...2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE21" O.C. UP TO 8'-0" SPAN16" O.C. UP TO 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.I-JOISTSUSP LTS19-TZ , (4) PER DECK RATED @ 750# EACHLATERAL LOAD CONNECTION:3/8" DIA. LAG BOLT MIN. 3" PENETRATION(THRU SILL PLATES)INTERIOR STRAPS SPACED EVENLYLINES UP WITH BOTTOMBOTTOM OF LEDGEROF SILL PLATE1/2" DIAMETER LAG SCREWSINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BE-OR- 3/8" DIA. ANCHOR BOLTS (THRU FOUNDATION)OUTSIDE STRAPS MAX. 24" FROM END OF LEDGER14" O.C. OVER 10'-0" SPANUSP LTS19-TZ , (4) PER DECK RATED @ 750# EACHLATERAL LOAD CONNECTION:3/8" DIA. LAG BOLT MIN. 3" PENETRATION(THRU SILL PLATES)INTERIOR STRAPS SPACED EVENLY-OR- 3/8" DIA. ANCHOR BOLTS (THRU FOUNDATION)OUTSIDE STRAPS MAX. 24" FROM END OF LEDGER(8) 10d COMMON NAILS (TOP ROW)2X4X24 BLOCKING2X4X24 BLOCKINGNAILS STAGGERED 1"11-7/8" I-JST1/2" DIA. LAG SCREWS3/8" DIA. LAG BOLTSTOP/SILL PLATE W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.TO SUBFLOOR W/ATTACH 1-1/8" RIM BD.8D NAILS @ 6" O.C.TO TOP & BOTTOM OFATTACH 1-1/8" OSB RIM BDEACH FLOOR MEMBERW/ 8D NAILS3 1/2" CONC. FLOOR3/4" SUBFLOOR11 7/8" MFD I-JOISTS8'-1 1/8"1'-0"1267 7/16"1'-8"11 7/16"2x8 JOISTS5/4" DECKINGPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESET ON 6" THICKPOURED CONC. WALLCONC. SIDEWALK2-2x8FLUSH BEAMDROPPED BEAMLIVINGROOMKITCHENUNFINISHEDCRAWL SPACEMFD TRUSS3.51244'-0"5'-4"3'-6" POUREDCONC WALL1/4"=1'-0"CROSS SECTION B-BBEDRM #56'-0"8"5'-4"21 1/2" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE5'-0"8'-1 1/8"BATHSEE WALL SECTIONDETAILS FOR FRAMINGINSTRUCTIONS3.5129'-3 1/4"SIMPSON DTT1Z ORSIMPSON DTT1Z ORFRAME DOWN CEILINGAT THE FOYERBEDRMFAM./REC. RMPERMIT/CONSTRUCT PLANS17421 DUNKIRK WAYLOT 2 BLOCK 4 - BROOKSHIRE 2ND ADD.AT CRAWLSPACEREQUIRED IN CITY OF LAKEVILLENOTE: R-15 FOUNDATION INSUL. 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. 2016C6.0XCAMERON II 3031-B1-GLPC#1045 : 10-11-2022-AFPC#1057-1060:10-11-22-LLPC#1082: 4-1-23-LLPERMIT/CONSTRUCT: 11-27-23-RK16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTUREI-JOISTS PER PLANVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD TRUSSESA IR C H U T E S APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGSNOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHING4 MIL. POLY VAPOR / AIR BARRIERALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806WATERPROOFINGTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINUOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ FOAM SILL SEALMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEENAPPROVED GAS-PERMEABLE LAYERPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100TYPICAL WALL SECTION (4-12-2016)1/2"=1'-0"POURED CONC. WALL8" THICK, 3'-6" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED ATR-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECS8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN. HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)W/ VAPOR BARR.GYP. BD.W/ APPROVED SEALANT GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTEDABOVE GRADE PROTECTIONOF INSULATION EXTENDING6" BELOW GRADEFINISHED GRADEWILL VARYABOVE GRADE PROTECTION OFINSULATION EXTENDING6" BELOW GRADE(WHERE APPLICABLE)2x6 EXTERIOR WALL(SEE OSWELL ENGINEERING)R-0.62R-21R-N/AR-N/ATOTAL R-VAULE:=20.92INSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.173" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF ATSAG-RESISTANTTHRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)ALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOMOF FOUNDATION WALL(ONLY IF REQUIRED PERFOUNDATION CALCULATIONS)R-5 RIGID INSULATION-ON INSIDEPASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"R-5 RIGID INSULATIONTAPE & SEAL AT TOPR-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECS3'-6"VENT PIPE RUNNINGGYP. BD.SAG-RESISTANT8'-1 1/8" 8'-1 1/8"(ONLY IF REQUIRED PERFOUNDATION CALCULATIONS)INSULATE, POLY & INSTALLBEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURRING WALLEXTERIOR 2X6 SIDE-WALLFINISHED, FRAMER WILLNOTE: WHEN L.L. BEDRM11 7/8" MFD I-JOISTS4'-9 5/8"3 1/2" CONC. FLOOR4'-4 1/8"8'-1 1/8"8'-1 1/8" 8'-1 1/8"3'-6" POUREDCONC WALLLIVINGROOM1/4"=1'-0"CROSS SECTION C-C3 1/2" CONC. FLOORUNFINISHEDCRAWL SPACEBATH#211 7/8" MFD I-JOISTS3/4" 250 SUBFLOOR3/4" 350 SUBFLOORGARAGE SLAB LEDGE DETAIL1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANTEXTEND POLY VAPOR1-1/2" THERMAX2-1/4"X12" DUCTINSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL1/2"=1'-0"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.1"=1'-0"DETAIL (L.L. BEDRM)LOOKOUT FINISH WALL2x6 TREATEDSILL PLATE1x6SILL PLATE2x4 INTERIORWALL2x_ TREATEDBLOCKING1/2" GYP. BD.1/2" GYP BD LEDGE6-1/2" CAP BOARDSHOE PERIMETERWINDOW FRAMEEXTERIOR SHEATHINGR-10 EXTERIORINSULATIONR-5 INTERIORINSULATION (IFREQ'D PER CODE)1/4"=1'-0"CROSS SECTION D-D11 7/8" MFD I-JOISTS3/4" 250 SUBFLOOR4'-9 5/8"4'-4 1/8"BEDROOM #34" CONC. FLOORUNFIN.CRAWLSPACEFAMILY RM.DININGROOMPERMIT/CONSTRUCT PLANS17421 DUNKIRK WAYLOT 2 BLOCK 4 - BROOKSHIRE 2ND ADD.AT CRAWLSPACEREQUIRED IN CITY OF LAKEVILLENOTE: R-15 FOUNDATION INSUL. 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, 20233.0011-1-232023 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2S1WALL SECTIONLOOKOUT WALL CONDITION3S1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4S1WALL SECTIONFULL HEIGHT WALL CONDITION5S1REBAR TABLE6S1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2023©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.20.THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOILPRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THERESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGNFOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW ANDCONSENT OF THE HANSON GROUP.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)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"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, 2023.6"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 6/S1 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON 2/S2FLOOR TO SILLCONNECTION SEE 1/S2WOOD 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.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/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#4 x 5'-0" HOOKS @ 24" O.C.EMBEDDED IN FOUNDATIONWALL & CAST INTO SLAB(MAY REDUCE 2'-0" LEG LENGTH& DRILL IN & EPOXY 8" MIN.INTO FOUNDATION WALL)3'-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)2'-0"8'-0" OR LESS9'-0" MAX.10'-0" MAX.D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 COPYRIGHT HANSON GROUP LLC 2023©DescriptionDateRevisionJanuary 1, 2023Project Number:Date:3.001S22Sheets: of2Print Name:Signed: License Number:Nick Hanson1-1-2346665Date: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 MEMBERSPACING16"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)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)7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS48"** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR 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/ASLOPE 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.* 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 SUPPLIERNAIL 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'-0" MAX GRADE HEIGHT ABOVE TOP OF SLAB 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.BACKFILL HEIGHT (NOT TO EXCEED 10'-0")SEE 5/S1 FOR TYPICALFOUNDATION WALL &FOOTING CONSTRUCTIONMAINTAIN MIN. 6" WIDESTEMWALL WITHEXTERIOR LEDGEWOOD FLOORSYSTEM BY OTHERSBACKFILL BELOW EXTERIORSTOOP SLABS WITH COMPACTEDGRANULAR MATERIAL TO FROSTDEPTH (4'-0" MINIMUM)FLASHING &WATERPROOFINGBY OTHERSSTOOP SLAB BY OTHERS* SEE 1/S2 FOR FLOORTO SILL CONNECTION112" CLEARBUILD UP w/ RIGIDINSULATION BELOW SLABTO MAINTAIN 10'-0" MAX.BACKFILL HEIGHT ASREQ'D OR PROVIDE SITESPECIFIC ENGINEERING(MAY SUBTRACT 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY & CLAY SOILS DUE TO GRANULAR FILL BELOW STOOP SLAB) * MODIFIED CLEAR HEIGHT* SEE REBAR TABLE 6/S1FOR VERTICAL REBAR* SEE 2/S2 FOR ANCHOR BOLTS* FOR REBAR TABLE 6/S1, FLOOR TO SILL CONNECTION TABLE 1/S2, AND ANCHOR BOLT TABLE 2/S2USE MODIFIED CLEAR HEIGHT OF 9'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 8'-6" ANDUSE MODIFIED CLEAR HEIGHT OF 10'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 9'-6"(MAY REDUCE BACKFILL HEIGHT BY 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY AND CLAY SOILS)8'-0" OR LESS9'-0" MAX.10'-0" MAX.8'-0" OR LESS9'-0" MAX.10'-0" MAX.8'-0" OR LESS9'-0" MAX.10'-0" MAX.D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 COPYRIGHT HANSON GROUP, LLC 2020©MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR 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 DOCUMENTDescriptionNovember 23, 2020Project Number:Date:0.145S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550443031-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 Mack11-23-2046673Date: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 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 AND TENSION CONNECTIONS AT LEDGERS.MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAILPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANS1FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF 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 4/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-512"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-512"±CONSTRUCTPORTAL FRAMEAS SHOWN IN 3/S1THE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS(4-FT)(4-FT) (4-FT)(4-FT) (4-FT) ONE-SIDED (4-FT) ONE-SIDED (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(8-FT)(8-FT)ONE-SIDEDBRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(5-FT)(5-FT)(8-FT)ONE-SIDED(8-FT)ONE-SIDED(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT) (4-FT) ONE-SIDED (12-FT) ONE-SIDEDTHIS 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 TO ROOF TRUSSES ABOVE,TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TO JOISTS/TRUSSES/BLOCKING BELOW. THESEPANELS ARE NOT NECESSARILY REQUIRED 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/ TRUSSESROOF 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.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14"CONCRETE SCREWS ORPOWDER ACTUATED 0.145"WASHERED PINS @ 16" O.C.w/ 1" EMBEDMENT INCONCRETE PARTIAL MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S2REFERENCE PLANS2FRAMING DETAILLIVING ROOM TALL WALL FRAMING(ACTUAL LAYOUT MAY BE MIRRORED)2SEE 2/S2 FOR TALL WALLFRAMING AT LIVING ROOMWALL FRAMING ATKITCHEN BY SUPPLIERSCOPEDESIGN AND DETAIL OF THE TALL WOOD WALL FRAMING FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BEIN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.FRAMING NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL TALL WALL FRAMING AT THE LIVING ROOM FOR OUT-OF-PLANE WINDLOADING ONLY. REFER TO HANSON GROUP BRACED WALL DRAWING FOR MAIN WINDFORCE RESISTING SYSTEMREQUIREMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND12" 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"IN LAP 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 DESIGNED TO MEET H/180 DEFLECTION CRITERIA AT A MINIMUM.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODECOPYRIGHT HANSON GROUP, LLC 2020©DescriptionApril 16, 2020Project Number:Date:0.145S21Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550443407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.4-16-203030 ModelAll Elevations GR & GLMinnesota ConstructionPROVIDE (1) 2x6 BEARINGSTUD & (1) 2x6 FULLHEIGHT KING STUD EACHSIDE OF WINDOW OPENINGSTANDARD HEADERBY SUPPLIER3.5128'-118"PROVIDE 2x6 BLOCKING BETWEENSTUDS AT INTERVALS NOT TO EXCEED10-FT ALONG HEIGHT OF WALLWALL TOP & BOTTOM PLATES MAYBE STANDARD SPF/SYP MATERIAL2x6 STUDS @ 16" O.C.TYPICAL FULL HEIGHTWALL FRAMING(BALLOON FRAMED)CL ST011 ST02ST03ST04ST05ST06ST07ST08ST09ST10ST1113-00-00 08-01-0211-04-022 Page 1 of 2 Wall Summary Information 3030-Kitchen(Left elevation) BC CALC®Member Report Wall |13-00-00 |16 OCS May 28,2019 17:25:37 Build 7192 Job name:File name:3000 Series Homes -Tall Wall (Kitchen Wall) Address:Description: City,State,Zip:Specifier: Builder:Designer: Code reports:ESR-1040 Company: Page 2 of 2 Wall Summary Information 3030-Kitchen(Left elevation) BC CALC®Member Report Wall |13-00-00 |16 OCS May 28,2019 17:25:37 Build 7192 Job name:File name:3000 Series Homes -Tall Wall (Kitchen Wall) Address:Description: City,State,Zip:Specifier: Builder:Designer: Code reports:ESR-1040 Company: Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End 100%90%115%160%125% 1 wind Unf.Area (lb/ft²)L 00-00-00 11-04-02 20 01-04-00 2 roof Unf.Lin.(lb/ft)L 00-00-00 13-00-00 80 140 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 321 lbs 9.2%115%Spruce-Pine-Fir Bottom Plate 2x 321 lbs 9.2%115%Spruce-Pine-Fir Member SummaryTagProduct Plies Results Connection ST01 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed Wall Framing Net Tag Qty Product Plies Length ST01,ST02,ST03 3 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 12-00-00 ST04,S...8,ST09 6 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 10-00-00 ST10,ST11 2 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 08-00-00 BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 13-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 14-00-00 Fire blocking is not included.Estimated quantity:13'fire blocking. NotesBCCALC®considers gravity and out-of-plane lateral loading only.Wall bracing (braced wall panels)to resist in-plane lateral loading (parallel to wall)is the responsibility of the building designer. Lateral Deflection:User specified (L/180)Total load lateral deflection criteria Lateral Deflection:Arbitrary (1")Total load lateral deflection criteria Vertical Deflection:User specified (L/240)Total load deflection criteria Vertical Deflection:User specified (L/360)Live load deflection criteria Vertical Deflection:Arbitrary (1")Total load deflection criteria BC CALC®analysis is based on IBC 2009. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide andapplicablebuildingcodes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 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 Express 3030 Cameron - South HVAC Load Calculations for DRHorton 20860 Kenbridge Ct. Ste. 100 Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Tuesday, September 1, 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 Express 3030 Cameron - South Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:Express 3030 Cameron - South Designed By:Jake Ryan Project Date:9/1/2020 Project Comment:Walkout Client Name:DRHorton Client Address:20860 Kenbridge Ct. Ste. 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:651-900-7053 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%72 42 Check Figures Total Building Supply CFM:688 CFM Per Square ft.:0.185 Square ft. of Room Area:3,712 Square ft. Per Ton:2,380 Volume (ft³):31,555 Building Loads Total Heating Required Including Ventilation Air:41,931 Btuh 41.931 MBH Total Sensible Gain:15,099 Btuh 81 % Total Latent Gain:3,619 Btuh 19 % Total Cooling Required Including Ventilation Air:18,718 Btuh 1.56 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:\ ...\Express 3030 Cameron - South - HEAT CALC.rh9 Tuesday, September 1, 2020, 10:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Express 3030 Cameron - South Eagan, MN 55121 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Min Htg CFM Min Clg CFM Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 1.56 2,380 3,712 15,099 3,619 18,718 41,931 527 688 527 688 688 System 1 Main Floor Yes 1.56 2,380 3,712 15,099 3,619 18,718 41,931 527 688 527 688 688 10x14 Ventilation 423 2,061 2,484 2,577 Humidification 3,911 Zone 1 3,712 14,677 1,558 16,235 35,443 527 688 527 688 688 10x14 1-Crawl/Basement 1,856 2,705 0 2,705 12,703 189 127 189 127 127 2--5 2-Level 1 1,856 11,972 1,558 13,530 22,740 338 561 338 561 561 5--6 F:\ ...\Express 3030 Cameron - South - HEAT CALC.rh9 Tuesday, September 1, 2020, 10:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Express 3030 Cameron - South Eagan, MN 55121 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Crawl/Basement Built-In 450 750 0.01 0.1 464.6 189 127 127 2--5 2-Level 1 Built-In 450 750 0.01 0.1 571.3 338 561 561 5--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 707.2 527 688 688 10x14 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:527 Cooling Flow:688 F:\ ...\Express 3030 Cameron - South - HEAT CALC.rh9 Tuesday, September 1, 2020, 10:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Express 3030 Cameron - South Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain LOWEE BUILDER GRADE: Glazing-LOWEE BUILDER GRADE, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.32, SHGC 0.32 250 6,964 0 4,274 4,274 11J: Door-Metal - Fiberglass Core, U-value 0.6 37.8 1,972 0 612 612 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 1784.2 10,090 0 1,891 1,891 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 644 3,026 0 0 0 RJ R-20: Wall-Frame, Custom, RIM JOIST R20 SPRAY FOAM, U-value 0.05 184 800 0 188 188 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R49 Blown Attic Insulation, U- value 0.02 1856.2 3,230 0 2,636 2,636 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 1856.2 3,230 0 0 0 Subtotals for structure:29,312 0 9,601 9,601 People:6 1,200 1,380 2,580 Equipment:358 2,502 2,860 Lighting:350 1,194 1,194 Ductwork:0 0 0 0 Infiltration: Winter CFM: 66, Summer CFM: 0 6,131 0 0 0 Ventilation: Winter CFM: 75, Summer CFM: 75 2,577 2,061 423 2,484 Humidification (Winter) 10.66 gal/day :3,911 0 0 0 Total Building Load Totals:41,931 3,619 15,099 18,718 Check Figures Total Building Supply CFM:688 CFM Per Square ft.:0.185 Square ft. of Room Area:3,712 Square ft. Per Ton:2,380 Volume (ft³):31,555 Building Loads Total Heating Required Including Ventilation Air:41,931 Btuh 41.931 MBH Total Sensible Gain:15,099 Btuh 81 % Total Latent Gain:3,619 Btuh 19 % Total Cooling Required Including Ventilation Air:18,718 Btuh 1.56 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:\ ...\Express 3030 Cameron - South - HEAT CALC.rh9 Tuesday, September 1, 2020, 10:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Express 3030 Cameron - South Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces South Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 1 Crawl/Basement 127 161 179 178 154 *187 187 161 2--6 2 Level 1 561 629 654 649 596 699 *709 641 6--6 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°South 688 15,099 *3,619 1.56 45°Southwest 791 17,300 3,619 1.74 90°West 833 18,200 3,619 1.82 135°Northwest 826 18,060 3,619 1.81 180°North 750 16,429 3,619 1.67 225°Northeast 886 19,329 3,619 1.91 270°East *895 *19,534 3,619 *1.93 315°Southeast 802 17,538 3,619 1.76 * Indicates highest value of all rotations. 1.5 1.6 1.7 1.8 1.9 South Southwest West Northwest North Northeast East SoutheastCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\Express 3030 Cameron - South - HEAT CALC.rh9 Tuesday, September 1, 2020, 10:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Express 3030 Cameron - South Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 17,000 18,000 19,000 20,000 21,000 22,000 23,000 24,000 25,000 26,000 27,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pmBuilding Net Gain, BtuhTime of Day Building Rotation Hourly Net Gain Front door faces South Front door faces Southwest Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast F:\ ...\Express 3030 Cameron - South - HEAT CALC.rh9 Tuesday, September 1, 2020, 10:27 AM 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 Ryan Klika 11/27/23 X PM