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Home My WebLink AboutLA178370 - 7905 183rd St 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: Deck Framing 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 7905 1 1 1 1 1 3/8"=1'-0" 1 FRONT ELEVATION B - STONE BS1FRONT ELEVATIONBSA 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 ApprovalDateminneapolispermits@MIHOMES.comAddition:KO 02/06/2020 AV0069AVONLEA7905 183rd STREET WESTLAKEVILLE, MN 55044GRAYSTONEPETERSON994thConcept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 03/31/2020shutchins A A A BS2ROOF PLANBSEXTERIOR ELEVATIONSDrawing 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 ApprovalDateminneapolispermits@MIHOMES.comAddition:KO 02/06/2020 AV0069AVONLEA7905 183rd STREET WESTLAKEVILLE, MN 55044GRAYSTONEPETERSON994th3/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION4ROOF PLAN 3/16"=1'-0" NATURAL GAS METER GUIDELINES: (MAY VARY BY CITY)-6'-10' FROM FRESH AIR INTAKE-3' FROM OPERATING DOORS OR WINDOWS-3' FROM WATER SPIGOTS-3' FROM ANY IGNITION SOURCEAVOID LOCATIONS DIRECTLY BELOW ROOFVALLEYS OR WATER DOWNSPOUTS TOPREVENT DAMAGE FROM FALLING ICE TO BE PERPENDICULAR TO MAINIF POSSIBLE, PLAN SERVICE LINE-10' FROM WELLS AND SEPTIC TANKS-8' FROM BURIED FUEL TANKS PARALLEL TO IT-6' FROM BUILDING STRUCTURE IF LINE WILL BE-3' FROM PROPERTY LINE NATURAL GAS SERVICE LINE GUIDELINES:W.S.BS3LOWER LEVEL FLOOR PLANBSDrawing 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 ApprovalDateminneapolispermits@MIHOMES.comAddition:KO 02/06/2020 AV0069AVONLEA7905 183rd STREET WESTLAKEVILLE, MN 55044GRAYSTONEPETERSON994th1/4"=1'-0" 1 LOWER LEVEL FLOOR PLAN(2)9-1/2 LVL(3)9-1/2 LVL(3)2x10(2)9-1/2 LVL(2)9-1/2 LVL(2)9-1/2 LVLBWP above UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. ADD SHEETROCK TO FINISH GARAGE ALL WALLS & CEILINGS *** FIRE TAPED ONLY ***DWBS4MAIN LEVEL FLOOR PLANBSDrawing 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 ApprovalDateminneapolispermits@MIHOMES.comAddition:KO 02/06/2020 AV0069AVONLEA7905 183rd STREET WESTLAKEVILLE, MN 55044GRAYSTONEPETERSON994th1/4"=1'-0" 1 MAIN LEVEL FLOOR PLAN (3)2x10 (2)14" LVLOptional Interior Brg Shearwall 2/S3 Holdown Holdown PFH PFH 5544 4 4444 4 5 4 BASEMENT FAMILY ROOMFOYER LAUNDRYGARAGE FAMILY ROOM BS5BSBUILDING SECTIONSDrawing 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 ApprovalDateminneapolispermits@MIHOMES.comAddition:KO 02/06/2020 AV0069AVONLEA7905 183rd STREET WESTLAKEVILLE, MN 55044GRAYSTONEPETERSON994th1/4"=1'-0" 2 BUILDING SECTION @ HOUSE 1/4"=1'-0" 1 BUILDING CROSS SECTION @ GARAGE/HOUSE BS6ALLDrawing 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 ApprovalDateminneapolispermits@MIHOMES.comAddition:KO 02/06/2020 AV0069AVONLEA7905 183rd STREET WESTLAKEVILLE, MN 55044GRAYSTONEPETERSON994thNO SCALE 1 WINDOW ROUGH OPENING SCHEDULE WINDOW ROUGH OPENING SCHEDULE 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 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 Axner45470DateRevisionDescriptionAugust 15, 20177.390)TC[UVQPG/QFGNMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQO©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)241,'%65%12'DESIGN OF THE TOP OF FOUNDATION WALL CONNECTIONS, ENLARGED EGRESS PIT OPTIONS, THE MAIN WINDFORCE RESISTING SYSTEM ANDTHE BEAMS, HEADERS, AND SUPPORTING MEMBERS FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITHTHESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.)'0'4#.016'51.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.(170&#6+10016'51.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).(4#/+0)016'51.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.ENGINEERING SHOWN ASSUMES NO SILL PLATE OVERHANG AT THE TOP OF THE FOUNDATION WALLS.16.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./#6'4+#.5CONCRETE 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 60AGGREGATE: 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 BETTER.1#&5ROOF 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 PSF%1&'52015 MINNESOTA RESIDENTIAL CODE/+*QOGU5354 Parkdale Drive, #100St, Louis Park, MN 55416#$$4'8+#6+105TYP.=TYPICALSIM.=SIMILARU.N.O.= UNLESS NOTED OTHERWISEO.C.= ON CENTER=CONTINUOUS OVER2-7-182-7-181Sales Plan Updates LOWER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S2REFERENCE PLAN2 S4 TYP. NON-BRG.STAIRS ANDLANDING BYSUPPLIER1S4TYP.BRG.16" WIDE x 8" DEEP CONCRETESTRIP FOOTING TYP. AT ALLEXTERIOR FOUNDATIONWALLS AND AT ALL INTERIORBEARING WALLSTHE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLY TOWALKOUT FOUNDATIONSTHE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLY TOLOOKOUT FOUNDATIONSBALLOON FRAMEWALL TOBOTTOM OFVAULTED GABLETRUSS - BRACEPER SUPPLIERBRACED WALL LINE (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)CONSTRUCT PORTALFRAME PANELAS SHOWN IN 1/S3BRACED WALL LINE (4-FT) (5-FT)(4-FT)CONSTRUCTPERFORATEDSHEAR WALL ASSHOWN IN 2/S3BRACED WALL LINE (2.4-FT)(2.4-FT)BRACEDWALL LINEBRACED WALL LINE(4-FT)(4.25-FT)(6.5-FT)BRACEDWALL LINE(4-FT)PROVIDE CONNECTIONSSHOWN FOR BRACEDWALL PANELS ALONGINDICATED PORTION OFWALLROOF TRUSS SPANBY SUPPLIER TYP.GIRDER TRUSSBY SUPPLIERTYP.OPTIONALINTERIOR BRG(2) 912" LVL(2) 912" LVL(3) 2x10(3) 2x10(2) 912" LVL(2) 14" LVL EXTENDED HEADER USE 3-PLY w/ BRICK ABOVE DOOR Project 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©COPYRIGHT THE HANSON GROUP, LLC. 2018PLANS 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 2' BUMP OUT OPTIONTHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO THE GARAGE 3rd STALL OPTIONSEE 4/S3 FOR STEEL ANGLESUPPORT FOR BRICK ABOVEFRONT OPENINGS AS REQ'DAugust 15, 20177.390Graystone ModelMinnesota Construction8-26-19CONSTRUCTPORTAL FRAMEPANEL ASSHOWN IN 3/S3BRACEDWALL LINEBRACED WALL LINE (6-FT) (2) 1178" LVLEXTENDED HEADER (2) 912" LVL AS REQ'D (4) 2x4 BRGSTUDS THISEND(3) 2x6 BRG STUDSTHIS ENDFOR 3rd STALL OPTION,TRUSSES SUPPORTED BYGT MUST BE SUPPORTEDBY OPPOSITE GARAGEHOUSE SHARED WALLGIRDER TRUSSLOCATIONS VARYSLIGHTLY BASED ONELEVATION DIFFERENCESAT FRONT OF MODEL -VERIFY w/ TRUSSSUPPLIER LAYOUTS -HEADERS AND BRACEDWALLS SHOWN REMAINBASED ON PRELIMINARYLAYOUTS PROVIDED(2) 912" LVL (2) 912" LVL (2) 912" LVL BRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)THE REQUIREMENTS SHOWN DIRECTLYABOVE ONLY APPLY TO THE LOWERLEVEL MORNING ROOM OPTION w/WALKOUT CONDITIONTHE REQUIREMENTS SHOWN DIRECTLYABOVE ONLY APPLY TO THE LOWERLEVEL MORNING ROOM OPTION w/LOOKOUT CONDITIONTHE REQUIREMENTSSHOWN DIRECTLY ABOVEONLY APPLY TO THELOWER LEVEL MORNINGROOM OPTION w/ FULLBASEMENT CONDITIONBRACEDWALL 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 LINE(3) 2x10(3) 2x10(2) 912" LVL(3) 1178" LVL (3) 1178" LVL(3) 1178" LVL (5-FT)(5-FT)(5-FT)(5-FT)(5-FT)GIRDER TRUSSBY SUPPLIERTYP.(5-FT)(5-FT)3S4THE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLYAPPLY TO THE ENLARGEDEGRESS PIT OPTIONS2-7-181Sales Plan Updates(3) 2x10(6.5-FT)(4.25-FT)(3) 912" LVL(3) 912" LVL 4" CONCRETEBRG - WRAPLVL OR BEARON TREATEDPLATE(3-FT)(3-FT)(6.5-FT)(4.25-FT)3S4EXTEND BEAM SPANTO THIS LOCATION ATFINISHED BASEMENTOPTION w/ PARTIALHALF WALLM/I Homes5354 Parkdale Drive, #100St, Louis Park, MN 55416(3) 2x10 (3) 912" LVL 3S4(3) 912" LVL THE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLYTO THE 9' PATIODOOR OPTION4-1-1929' Dining Rm Patio Door OptionBRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE (4.25-FT)(6.5-FT)PROVIDE CONNECTIONSSHOWN FOR BRACEDWALL PANELS ALONGINDICATED PORTION OFWALLPROVIDE ADDITIONALANCHOR BOLT AND NON-BRGWALL FULL DEPTH BLOCKINGPER CODE EACH SIDE OFTRANSOM WINDOWOPENINGSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLYTO THE TRANSOM WINDOWS FOR THE LOWER LEVELMORNING ROOM OPTION w/ FULL BASEMENT CONDITION(2) 714" LVL(2) 714" LVL(2) 714" LVL8-26-193Basement Transom Windows Project 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 554416GN 612-708-3572YYYJCPUQPITQWROPEQO©COPYRIGHT THE HANSON GROUP, LLC. 2018S3FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO 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 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" 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"±S3FRAMING 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 AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELS(2) 2x4 BEARING STUDS & (2) 2x4 FULLHEIGHT STUD THIS END OF HEADERPROVIDE 2x4 INFILL WALLABOVE HEADER AS REQ'DCONTINUOUS LVL HEADER- SEE PLANAugust 15, 20177.390)TC[UVQPG/QFGNMinnesota Construction2-7-18PROVIDE 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)SEE PLAN AND FRAMINGNOTED FOR HEADER ANDSUPPORTING STUDSHATCHED 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.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM2S3FRAMING DETAILFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.1"∠ 4 x 4 x 14" CONT.STEEL ANGLE DETAIL 4S3(1) 14" Ø x 412" LONGSIMPSON SDS SCREWS OREQUIVALENT @ 12" O.C.HEADER - SEEPLANBRICK SUPPORT ANGLE OVERFRONT ELEVATION OPENINGSBRICK VENEER BY OTHERS3'-0" MAX VENEER HEIGHT$4+%-016'51.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.FLOORSYSTEMPOST-INSTALLED HOLDOWN OPTIONS5S3FRAMING DETAILCONCRETEFOUNDATIONBELOWSIMPSON HTT5 HOLDOWNANCHOR AT LOCATIONS SHOWNNAILED TO DOUBLE STUDS ANDBOLTED w/ 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-INANCHOR INTO CONCRETESIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 5/S3 FORALTERNATIVE POST-INSTALLED OPTION)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DALTERNATE HOLDOWNALTERNATE RAISEDHOLDOWN12"Ø SIMPSON TITEN HDROD COUPLER w/8" EMBED INTO CONCRETEOR CONTINUE THREADEDROD AND EPOXY GROUT12"Ø THREADEDROD w/ NUT &WASHER ATHOLDOWN ENDSIMPSON HTT5HOLDOWN ANCHORFASTENED TODOUBLE STUDS2-7-181Sales Plan Updates/+*QOGU5354 Parkdale Drive, #100St, Louis Park, MN 55416 WALL SECTION WINDOW WELL3S49'-0" 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'-4" 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 ORGRAVELBACKFILL2'-0"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 GRANULARBACKFILLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONSIMPSON A35 CLIP EACH SIDEOF TRUSS w/ (6) 8d x 112" NAILSEACH LEG OF EACH CLIP - OMITCLIP ON ONE SIDE IN SAND ORSANDY CLAY SOILS9'-0" FULL HEIGHT FOUNDATIONWALL PER CODE OR ENGINEEREDGUIDELINESTREATED 2x6 MIN. SILL PLATE12"Ø ANCHOR BOLT (7" MIN EMBED)w/ NUT & 18" THICK x 2" Ø ORSQUARE WASHER @36" O.C. MAX. (CLAY SOILS)48" O.C. MAX. (SANDY-CLAY SOILS)72" O.C. MAX. (SAND SOILS)(PLACE SUCH THAT 234" EDGE DISTANCEIS MAINTAINED TO BOTH OUTSIDE OFCONCRETE & INSIDE OF SILL PLATE)MID-CHORD BEARING FLOORTRUSSES BY SUPPLIER @ 19.2" O.C. WALL SECTION TOP OF TRUSS BEARING FULLHEIGHT FOUNDATION WALLS1S4(12) 0.131"Ø x 3" NAILSTHRU SHEATHING TOBLOCKINGTRUSSES BYSUPPLIER @19.2" O.C. MAX.(2) 2x10 BLOCKING IN FIRST TRUSS SPACERIPPED TO PROPER DEPTH OR NOTCHED ATSILL AND (2) 2x4 BLOCKING LAID FLAT INSECOND TRUSS - TOENAIL FOR STABILITY- SPACE @ 36" O.C. MAX. (CLAY SOILS)48" O.C. MAX. (SANDY-CLAY SOILS)72" O.C. MAX. (SAND SOILS)SIMPSON A35 CLIP EACHSIDE OF BLOCKING w/(6) 8d x 112" NAILS EACHLEG OF CLIPTREATED 2x6 MIN.SILL PLATE WALL SECTION HOUSE FOUNDATION WALLNON-BEARING SUPPORT2S412"Ø ANCHOR BOLT (7" MIN EMBED)w/ NUT & 18" THICK x 2" Ø ORSQUARE WASHER @36" O.C. MAX. (CLAY SOILS)48" O.C. MAX. (SANDY-CLAY SOILS)72" O.C. MAX. (SAND SOILS)(PLACE SUCH THAT 234" EDGE DISTANCEIS MAINTAINED TO BOTH OUTSIDE OFCONCRETE & INSIDE OF SILL PLATE)MAINTAIN 6" MIN. STEM ATLEDGES - PROVIDE 10" MIN.WALL FOR EXTERIOR LEDGESOVER 2" - SEE HOUSE PLANSMETAL PLATEDCONNECTION TO BEDESIGNED BY TRUSSSUPPLIER TOTRANSFER 1,100 LBLATERAL LOAD FROMTOP OF SILL PLATE TOTRUSS TOP CHORDS9'-0" FULL HEIGHTFOUNDATION WALLPER CODE ORENGINEEREDGUIDELINESProject 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 554416GN 612-708-3572YYYJCPUQPITQWROPEQO©COPYRIGHT THE HANSON GROUP, LLC. 2018February 7, 20187.390)TC[UVQPG/QFGNMinnesota Construction2-7-182-7-181Sales Plan Updates/+*QOGU5354 Parkdale Drive, #100St, Louis Park, MN 55416 Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 03/31/2020shutchins 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 7905 183rd Street West TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. 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 7905 183rd Street West 03/23/2020 X KP