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HomeMy WebLinkAboutLA176918 - 18053 Green Gables Tr Permit PackRESIDENTIAL 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 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: 3/8"=1'-0" 1 FRONT ELEVATION A - BRICK Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateAddition:FRONT ELEVATIONAKDL 12-02-2019 AV0007AVONLEA18053 GREEN GABLES TRAILLAKEVILLE, MN 55044HILLCRESTBLOCK710Concept Approval ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 01/14/2020dmathews 3/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION 4 ROOF PLAN 3/16"=1'-0" Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateAddition:EXT. ELEVATIONS, ROOF PLANAKDL 12-02-2019 AV0007AVONLEA18053 GREEN GABLES TRAILLAKEVILLE, MN 55044HILLCRESTBLOCK710Secure door closed until deck is constructed with a separate permit. 1 Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateAddition:LOWER LEVEL FLOOR PLANAKDL 12-02-2019 AV0007AVONLEA18053 GREEN GABLES TRAILLAKEVILLE, MN 55044HILLCRESTBLOCK7101/4"=1'-0" LOWER LEVEL FLOOR PLAN (2)2x10 (2)9-1/2 LVL PROVIDE #4 x 5'-0"HOOKS @ 36" O.C. EMBEDDED INTO FOUNDATION WALLS & CAST INTO GARAGE SLAB AS SHOWN BELOW ALONG STAIRWAY #4 HOOKS STANDARD HOUSE FOUNDATION WALL 2'-0" 3'-0" UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. Smoke Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateAddition:MAIN LEVEL FLOOR PLANAKDL 12-02-2019 AV0007AVONLEA18053 GREEN GABLES TRAILLAKEVILLE, MN 55044HILLCRESTBLOCK7101/4"=1'-0" 1 MAIN LEVEL FLOOR PLAN (2)9-1/2 LVL (2)9-1/2 LVL (3)14" LVLor(2)16" LVLFAN FAN Smoke Smoke CO Smoke CO Smoke Smoke 4.25 6.5 Connections 2.4 2.4 5 5 PFH PFH 22' - 6" 1/4"=1'-0" 1 BUILDING CROSS SECTION @ HOUSE/GARAGE 1/4"=1'-0" 2 BUILDING CROSS SECTION @ HOUSE/GARAGE Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateAddition:BUILDING SECTIONSAKDL 12-02-2019 AV0007AVONLEA18053 GREEN GABLES TRAILLAKEVILLE, MN 55044HILLCRESTBLOCK710 Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateAddition:WINDOW ROUGH OPENING SCHEDULEALLNO SCALE 1 WINDOW ROUGH OPENING SCHEDULE KDL 12-02-2019 AV0007AVONLEA18053 GREEN GABLES TRAILLAKEVILLE, MN 55044HILLCRESTBLOCK710 Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateAddition:3/4"=1'-0" 1 STAIR HALF WALL DETAILS 3/4"=1'-0" 2 STAIR RAILING DETAILS 1"=1'-0" 3 GARAGE/HOUSE COMMON WALL SLAB ON GRADE RIM DETAIL 1"=1'-0" 4 TYP. 6" POURED WALL SLAB ON GRADE RIM DETAIL 1/2"=1'-0" 7 OPTIONAL GRAB BAR LOCATIONS 1/2"=1'-0" 5 SLAB ON GRADE RADON REDUCTION SYSTEM DT1 BP 09/17/2019 -------STANDARD DETAILS1"=1'-0" 9 1/2"=1'-0" 8 1/2"=1'-0" 10 BASEMENT RADON REDUCTION SYSTEM PARALLEL RIM DETAIL BASEMENT RIM FLASHING DETAIL BASEMENT 1/2"=1'-0" 6 CONC. PORCH/PATIO DETAIL R-4 on pipe in attic Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateAddition:BP 09/17/2019 -------STANDARD DETAILSNTS 1 BRICK DETAILS 1"=1'-0" 10 STONE CORNER DETAIL9 DT2 1"=1'-0" W/ STONE 3"=1'-0" 4 ROOF FLASHING DETAIL SLAB ON GRADE RIM DETAIL 6 1"=1'-0" BRICK WRAP DETAIL 7 1"=1'-0" @ SLAB ON GRADE POURED WALL W/ BRICK LEDGE 8 1"=1'-0" - SINGLE SILL POURED WALL W/ BRICK LEDGE 5 1"=1'-0" - SINGLE SILL POURED WALL W/ BRICK LEDGE 2 BRICK VENTING NTS 3 STONE DETAILS 3"=1'-0" Project Number:Date:1Sheets: of4I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.Print Name:Signed: License Number:Date:S1Trevor Axner45470DateRevisionDescriptionNovember 13, 20177.616Hillcrest ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.com©COPYRIGHT THE HANSON GROUP, LLC. 2018INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 9.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)EXTERIOR BEARING WALLEXTERIOR NON-BEARING WALLROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHINTERIOR BEARING WALLINTERIOR NON-BEARING WALLPROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE, TOJOISTS/TRUSSES/BLOCKING ABOVE, AND TO JOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOTNECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSS TOTOP PLATE w/ (3) 8dTOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 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 CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 10, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(UPPER LEVEL ROOFTRUSS BEARINGWALLS ONLY)REPRESENTSFIGURER602.10.8.2(3)PROJECT SCOPEDESIGN OF THE MAIN WINDFORCE RESISTING SYSTEM, ENLARGED EGRESS PIT FOUNDATION AND THE BEAMS, HEADERS, AND SUPPORTINGMEMBERS FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRYPRACTICE, AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY M/I HOMES FOR MORE INFORMATION.2.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. DESIGN OF THEREMAINING HOME INCLUDING ALL MANUFACTURER ENGINEERED PRODUCTS ARE BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSON GROUP FOR REVIEW.4.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.5.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSONGROUP IF DISCREPANCIES ARISE.6.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCEWITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARS FOR ALL HORIZONTAL BARS ATWALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.5.BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM).FRAMING NOTES1.ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10 MEMBERS SHOWN MAY BE SUBSTITUTED WITH(2) 1¾" x 7¼" LVL OR (3) 1¾" x 5½" LVL AS REQUIRED.2.ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH END AND TWO AT INTERMEDIATESUPPORTS. ALL 2-PLY LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACH ENDAND AT INTERMEDIATE SUPPORTS. 3-PLY MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END AND ATINTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED FOR LVL SUBSTITUTED FOR STANDARD SAWN LUMBER. ALLBEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEARING LENGTH ANDSUPPORT REQUIREMENTS. BEARING ENHANCERS ARE BY THE SUPPLIER.3.ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END. EXTERIOR OPENINGS GREATER THANSIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED.EXTERIOR OPENINGS GREATER THAN TEN FEET IN WIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END,EXCEPT AT TALL WALLS AS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING STUDS IS THE FULLLENGTH OF THE HEADER.4.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST CAPS, AND POST BASES.5.CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS.6.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS.7.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1).8.ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO SHEATHING / GYP BOARD AS NOTEDBELOW (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR).9.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICH MEETS OR EXCEEDSTHE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C. (GARAGE WALLS MAY BE 2x4 STUDS)B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.10.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. OR TYPE S/W WALLBOARDSCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)11.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATESUPPORTS.12.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATESUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.13.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS IN LAP ZONE. ATCORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.14.ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.15.CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. AT BOTTOM, PSL TO BEAR DIRECTLY ONCONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE.16.ENGINEERING SHOWN ASSUMES NO SILL PLATE OVERHANG AT THE TOP OF THE FOUNDATION WALLS.17.COVERED ENTRY PORCH IS CONSIDERED BY THE HANSON GROUP TO BE A NON-ESSENTIAL PRIMARILY OPEN STRUCTURE NOT PART OFTHE MAIN WIND FORCE RESISTING SYSTEM. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS AND TENSION CONNECTIONSAT LEDGERS.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60 (#4 BARS MAY BE GRADE 40)AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL (MAY VARY):SAND (GROUP I): geq = 30 PSF/FT (ACTIVE)SANDY-CLAY (GROUP II): geq = 45 PSF/FT (ACTIVE)CLAY (GROUP III): geq = 60 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL 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 BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERPSL: 1.8E OR BETTERLOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:90 MPH EXP. CBRICK:40 PSFCODES2015 MINNESOTA RESIDENTIAL CODEM/I Homes5354 Parkdale Drive, #100St. Louis Park, MN 55416ABBREVIATIONSTYP.=TYPICALSIM.=SIMILARU.N.O.= UNLESS NOTED OTHERWISEO.C.= ON CENTER= CONTINUOUS OVER12-14-183-8-181Minor Plan Update12-14-182Minor Plan Updates STAIRS ANDLANDING BYSUPPLIER16" WIDE x 8" DEEP CONCRETESTRIP FOOTING TYP. AT ALLEXTERIOR FOUNDATIONWALLS AND AT ALL INTERIORBEARING WALLS(2) 2x10BRACEDWALL LINE(3.25-FT)(3.25-FT)BRACEDWALL LINE(3.25-FT)(3.25-FT)BRACEDWALL LINE(6-FT)BRACEDWALL LINE(6-FT)BRACEDWALL LINE(6-FT)BRACEDWALL LINEProject Number:Date:2Sheets: of4I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.Print Name:Signed: License Number:Date:S2Trevor Axner45470DateRevisionDescription3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.com©M/I Homes5354 Parkdale Drive, #100St. Louis Park, MN 55416LOWER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S2REFERENCE PLANTHE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLY TOWALKOUT FOUNDATIONSTHE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLY TOLOOKOUT FOUNDATIONSPLANS SHOWN LIGHT INBACKGROUND ARE FORLOCATION REFERENCEONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHTMAY NOT NECESSARILYSUPPORT THE HANSONGROUP'S DESIGN.MAIN LEVEL PLAN SHOWN FOR LOCATIONREFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S2REFERENCE PLANALL HEADERS TO BE(2) 2x10 U.N.O.SEE FRAMING NOTES 1-3ON S1 FOR MORE INFO -BEARING FOR HEADERSAND BEAMS ONLYNOTED ON PLAN WHENEXCEEDING FRAMINGNOTE REQUIREMENTSVERIFY FLOOR ANDROOF LAYOUT w/SUPPLIER, PROVIDE (2)2x4/6 BRG STUDS EACHEND OF GTs U.N.O.THE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO THE MORNING ROOM OPTIONTHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO THE OWNER'S BATH OPTIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO THE GARAGE 3rd STALL OPTIONSEE 4/S3 FOR STEEL ANGLESUPPORT FOR BRICK ABOVEFRONT OPENINGS AS REQ'DTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOTHE LOWER LEVEL MORNING ROOMOPTION w/ WALKOUT CONDITIONTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOTHE LOWER LEVEL MORNING ROOMOPTION w/ LOOKOUT CONDITIONTHE REQUIREMENTSSHOWN DIRECTLY ABOVEONLY APPLY TO THELOWER LEVEL MORNINGROOM OPTION w/ FULLBASEMENT CONDITIONBRACEDWALL LINEBRACED WALL LINE (4-FT)(4-FT)(4.25-FT) (4-FT)(4-FT)BRACEDWALL LINE(4-FT)(4-FT)(4-FT)CONSTRUCT PORTALFRAME PANELAS SHOWN IN 2/S3BRACED WALL LINE (4-FT) (4-FT) (2) 14" LVL EXTENDED HEADER USE (3) 14" OR (2) 16" LVL w/ BRICK ABOVE DOOR (5-FT)(5-FT)(4-FT)(4-FT) BRACED WALL LINE CONSTRUCTPORTAL FRAMEPANEL ASSHOWN IN 3/S3BRACEDWALL LINEBRACED WALL LINE (6-FT) (2) 1178" LVL EXTENDED HEADER(4) 2x6 BRG OR514 x 514 PSL BRGEACH END -SEE FRAMINGNOTE 15(5-FT)(5-FT)BRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)BALLOON FRAMEWALL TOBOTTOM OFVAULTED GABLETRUSS - BRACEPER SUPPLIERBRACED WALL LINE (2.4-FT)(2.4-FT)BRACEDWALL LINE(4-FT)PROVIDE CONNECTIONSSHOWN FOR BRACEDWALL PANELS ALONGINDICATED PORTION OFWALLROOF TRUSS SPANBY SUPPLIER TYP.(2) 912" LVL(2) 912" LVL(2) 912" LVLTRUSS ANDGT SPANSMAY VARYSLIGHTLYBASED ONELEVATIONDIFFERENCESAT FRONT OFMODELBRACED WALL LINE (4-FT) (6.5-FT)FLOOR TRUSS SPANBY SUPPLIER TYP.BRACEDWALL LINESEE HOUSEPLANS FORFOUNDATIONALIGNMENTBASED ONELEVATION(4-FT)(6-FT)BRACEDWALL LINE BRACED WALL LINE F1F1SEE PAD FTG REQUIREMENTSREQ'D FOR 3RD STALLOPTION ONLYCONCRETE PAD FOOTING SCHEDULEMARKFOOTING SIZEREINFORCEMENT EACH WAYF12'-6" x 2'-6" x 1'-0"NONEF1 ALT.2'-6" x 2'-6" x 0'-8"#5 BARS @ 12" O.C.LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTINGNovember 13, 20177.616Hillcrest ModelMinnesota ConstructionGIRDER TRUSSBY SUPPLIERTYP.(4-FT) (4-FT) (4-FT) (4-FT)(4-FT)(3) 2x10(4-FT)OMIT PAD FTGS AND (2)STUDS EACH END OF GTIF PRIMARY TRUSSESHAVE INTERIOR BRG ATGARAGE HOUSESHARED WALLPROVIDE GTBELOW NON-BRGWALL ABOVE ASREQ'D1 S3 1 S3 (2) 912" LVL(2) 912" LVL(2) 912" LVL(2) 2x10OR GTGT's MAY BENEEDED ONEOR BOTHSIDES OFSTAIR BASEDON STAIRHEADERLOCATION(6-FT) (4.25-FT) (4.25-FT)PROVIDE GTBELOW NON-BRGWALL ABOVE ASREQ'DPROVIDE GTBELOW NON-BRGWALL ABOVE ASREQ'DTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLYAPPLY TO THE ENLARGEDEGRESS PIT OPTIONSPROVIDE #4 x 5'-0"HOOKS @36" O.C. EMBEDDED INTOFOUNDATION WALLS & CASTINTO GARAGE SLAB AS SHOWNBELOW ALONG STAIRWAY#4 HOOKSSTANDARD HOUSEFOUNDATION WALL2'-0"3'-0"3-8-181Minor Plan Update(3-FT)(3-FT)COPYRIGHT THE HANSON GROUP, LLC. 201812-14-1812-14-182Minor Plan UpdatesNOTE: SEE 6/S3 FOR FINISHEDBASEMENT OPTION #1CONSTRUCTPERFORATEDSHEAR WALL ASSHOWN IN 1/S4CONSTRUCTPERFORATEDSHEAR WALL ASSHOWN IN 2/S4 WALL SECTION WINDOW WELL1S38'-4" MAX.SLOPE GRADE AWAYFROM FOUNDATIONGRANULARMATERIAL(SAND)2" TO HOOKS& VERTICAL BARS3'-6" MAX.SLAB-ON-GRADEVERTICAL BAROPTIONS:#5 @ 36" O.C.#6 @ 48" O.C.8" MIN C.I.P.CONCRETE REARWINDOW WELL WALL5'-0" HOOK OPTIONS#5 @ 18" O.C.#6 @ 24" O.C.16" x 8" CONCRETE STRIPFOOTING UNDER HOUSEFOUNDATION WALLS3'-0" x 8" MIN. CONCRETESTRIP FOOTING UNDERWINDOW WELL WALL3'-0"2'-0"PROVIDE 2" RIGIDINSULATION AT BASEOF WELL & UP SIDE& REAR WALLSBELOW GRADE#4 HORIZ. BARS@ 24" O.C.(2) #4 x 3'-0" BARS BELOWSLEEVE IN SIDE WALLFOOTINGSPROVIDE SLEEVE FOR 4"DRAIN TILE PASS THROUGHIN SIDE WALL FOOTINGS12100% SAND ORGRAVELBACKFILL1'-8"3"6" CLAY CAPRAILING / ACCESSBY OTHERS#4 HORIZ. BARS @ ENDAND BEND OF HOOKSFOUNDATION WALL BEYOND(1) #4 HORIZONTAL BARAT TOP OF WALL8" MIN C.I.P. CONCRETEWALL w/ #4 x 2'-0"DOWELS @ 24" O.C.WET SET 5" EMBEDINTO FOOTINGPLACE (1) #6 VERTICALBAR FULL HEIGHTWITHIN 12" OFOPENING EACH ENDPLACE ONE ANCHOR WITHIN12" OF OPENING EACH ENDLINE OF GRANULARBACKFILLREQUIREMENTSS3FRAMING DETAILGARAGE FRONT PORTAL FRAME2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.2'-234"±16'-112"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x4 BEARING STUD & (1) 2x4 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF WALL HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x4 BEARING STUDS MIN.PROVIDE 2x4 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 5/S3 FOR ALTERNATIVE OPTIONS)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER (2) 58" Ø ANCHOR BOLTS (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" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSCONTINUOUS LVL HEADER - SEE PLAN2'-234"±POST-INSTALLED HOLDOWN OPTION5S3FRAMING DETAILSIMPSON HTT5HOLDOWN ANCHORAT LOCATIONSSHOWN w/ 12"Ø x 12"LONG SIMPSONTITEN HD SCREW-INANCHORCONCRETEFOUNDATIONBELOWS3FRAMING DETAILGARAGE FRONT PORTAL FRAMEONE-SIDED31'-1"±8'-112"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x4 BEARING STUD & (1) 2x4 FULLHEIGHT STUD THIS END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF WALL HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x4 BEARING STUDSSIMPSON STHD14EMBEDDED HOLDOWNANCHOR AT LOCATIONSSHOWN(REFER TO 5/S3 FORALTERNATIVE OPTIONS)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT(7" MIN. EMBED) w/2" x 2" x 316" PLATEWASHER ATLOCATIONS SHOWNNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES716" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOEXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUNDPERIMETER w/ (2) ROWS 8d NAILS@ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ONINSIDE FACE OF WALL ATLOCATIONS SHOWN (PROVIDESPACER TO FLUSH OUT HEADERTO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREAINDICATES 716" OR THICKERPLYWOOD OR OSBSHEATHING APPLIED TOEXTERIOR SIDE OF STUDS w/STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVEAS SHOWN FOR BRACEDWALL PANELS(2) 2x4 BEARING STUDS & (2) 2x4 FULLHEIGHT STUD THIS END OF HEADERPROVIDE 2x4 INFILL WALLABOVE HEADER AS REQ'DCONTINUOUS LVL HEADER- SEE PLAN1"∠ 4 x 4 x 14"CONT. STEELANGLE DETAIL 4S3(1) 14" Ø x 412" LONGSIMPSON SDS SCREWS OREQUIVALENT @ 12" O.C.HEADER - SEEPLANBRICK SUPPORT ANGLE OVERFRONT ELEVATION OPENINGSBRICK VENEER BY OTHERS4'-0" MAX VENEER HEIGHTProject Number:Date:3Sheets: of4I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.Print Name:Signed: License Number:Date:S3Trevor Axner45470DateRevisionDescription3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.com©M/I Homes5354 Parkdale Drive, #100St. Louis Park, MN 55416BRICK NOTES1.VENEER IS TO BE ADEQUATELY FASTENED BACKTO THE STRUCTURAL SYSTEMS FOR VERTICALAND LATERAL STABILITY. LATERAL STABILITY ISTO BE ACCOMPLISHED WITH ADEQUATELYSPACED TIES BY THE MASON.2.AS AN ALTERNATIVE TO THE SUPPORTED LINTELOPTION BELOW, AT THE 8'-2" MAX. 3rd STALLOPTION, THE LINTEL BELOW MAY BE SUBSTITUTEDw/ A 5 x 312 x 516 STEEL ANGLE LOOSE LINTEL w/THE LONG LEG ALIGNED VERTICALLY. PROVIDE 8"MINIMUM BEARING EACH END.November 13, 20177.616Hillcrest ModelMinnesota Construction3-8-181Minor Plan UpdatePARTIAL LOWER LEVEL PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)6S3REFERENCE PLANTHE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLY TOWALKOUT FOUNDATIONSCOPYRIGHT THE HANSON GROUP, LLC. 201812-14-1812-14-182Minor Plan UpdatesSTAIRS ANDLANDING BYSUPPLIER16" WIDE x 8" DEEP CONCRETESTRIP FOOTING TYP. AT ALLEXTERIOR FOUNDATIONWALLS AND AT ALL INTERIORBEARING WALLS(2) 2x10FLOOR TRUSS SPANBY SUPPLIER TYP.(2) 2x10OR GTGT's MAY BENEEDED ONEOR BOTHSIDES OFSTAIR BASEDON STAIRHEADERLOCATIONSEE 1/S2BRACED WALL LINE BRACED WALL LINE (3-FT)(6-FT)THE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLY TOLOOKOUT FOUNDATIONS(3-FT)(3-FT) (3-FT)(6-FT)(3-FT)(3-FT)ALL HEADERS TO BE(2) 2x10 U.N.O.SEE FRAMING NOTES 1-3ON S1 FOR MORE INFO -BEARING FOR HEADERSAND BEAMS ONLYNOTED ON PLAN WHENEXCEEDING FRAMINGNOTE REQUIREMENTSVERIFY FLOOR LAYOUTw/ SUPPLIER, PROVIDE(2) 2x4/6 BRG STUDSEACH END OF GTs U.N.O.PLANS SHOWN LIGHT INBACKGROUND ARE FORLOCATION REFERENCEONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHTMAY NOT NECESSARILYSUPPORT THE HANSONGROUP'S DESIGN. PROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILLPLATE INTO FOUNDATION ATTHIS WALL PORTION INADDITION TO ANCHOR BOLTS(NOT SHOWN FOR CLARITY)PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS - SEE ABOVEPLAN AND FRAMING NOTESHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.PERFORATED SHEARWALLFRAMING DETAILFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAILUNLESS NOTED OR SHOWN OTHERWISE.8'-2"±SIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 5/S3 FOR ALTERNATIVE OPTIONS)Project Number:Date:4Sheets: of4I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.Print Name:Signed: License Number:Date:S4Trevor Axner45470DateRevisionDescription3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.com©M/I Homes5354 Parkdale Drive, #100St. Louis Park, MN 55416December 14, 20187.616Hillcrest ModelMinnesota ConstructionCOPYRIGHT THE HANSON GROUP, LLC. 201812-14-18S41PROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILLPLATE INTO FOUNDATION ATTHIS WALL PORTION INADDITION TO ANCHOR BOLTS(NOT SHOWN FOR CLARITY)PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS - SEE ABOVEPLAN AND FRAMING NOTESHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.PERFORATED SHEARWALLFRAMING DETAILFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAILUNLESS NOTED OR SHOWN OTHERWISE.4'-1112"±SIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 5/S3 FOR ALTERNATIVE OPTIONS)S42 18053 Green Gables Trail 18053 Green Gables Trail NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is required for “Construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,” (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. “Permittees must ensure a trained person will 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 ½ inch in 24 hours,” (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. 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. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ 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 I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 M/I Homes Becky Sprick 763-586-7216 minneapolispermits@mihomes.com Brian Hartman Earth Works 952-380-7677 brian.hartman@earthworksenv.com University of Minnesota May 31 2022 18053 Green Gables Trail 01/14/2020 X KP