Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LA159188 16287 Dutch Barn Drive Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 www.ci.lakeville.mn.us 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)ISD # 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: 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: OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.111JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........Square footages are measured to the exterior finished surface ofthe outside walls. Square footage calculations were made basedon plan dimensions only and may vary from the finished squarefootage of the house as built. In addition, plan dimensions are notexact and subject to some variance. However, all constructionshall be in substantial compliance with the Contract Documents.APPROXIMATE SQUARE FOOTAGEABOVE GRADE FINISHED:1,940 SQ. FT.BELOW GRADE FINISHED:1,396 SQ. FT.BELOW GRADE UNFINISHED:544 SQ. FT.GARAGE:644 SQ. FT.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode01/12/2018dmathews OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.211JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........ OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.111JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.111JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Shearwall 3662.553.46PFHPFH664444433Shearwall OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.111JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........R-4 on pipe in attic OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.111JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........LINE OF RGH. OPENINGOF OUTSIDE WINDOWBOTTOM LINE OF BOX OUTW/ 34" SHEATHING APPLIEDTO BOTTOMSIDE WALL OF BOXOUTW/ SHEATHINGHDR.INTERIOR ELEV.EXT. ISOMETRIC12" SHEATHING BOTHSIDES OF BOX OUT34" SHEATHING APPLIED TOBOTTOM OF BOX OUTHDR.(INCLUDES SHEATHING) OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.111JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........ OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.111JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........ OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.911JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........1/4"1-1/2" OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.1011JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........LEDLEDLOW VOLTAGELEDLEDCFLHALOGENLED OFSHEETCopyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc.1111JMKBC.O. C.O. REVISIONS:PERMITCUSTOMER1-1012-28-17........DRAWN BY:........LEDLEDLOW VOLTAGELEDLEDCFLHALOGENLED COPYRIGHT HANSON GROUP, LLC 2017©DescriptionDateRevisionNovember 8, 2017Project Number:Date:7.610S11Sheets: of2Print Name:Signed: License Number:Ryan Mack11-8-1746673Date: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.4QDGTV6JQOCU*QOGU+PE16972 Brandtjen Farm DriveLakeville, MN 550443407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQOPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Aberdeen ModelMinnesota ConstructionEXTERIOR 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 RESIDENTIALSTRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FORTHE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BESTANDARD 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.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 LEVELTRUSS BEARINGWALLS ONLY)REPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 4, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 3.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.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 - SFB & CS-SFB.A.2x6 STUDS SPACED @ 16" O.C.B.MIN. WALL SHEATHING: 12 " FIBERBOARD SHEATHING w/ 134" GALVANIZED ROOF NAILS OR 8d NAILS OR 112" 16GAUGE STAPLES @ 3" O.C AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.3.NOTED "OSB" EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP & CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.C.A MINIMUM 24-INCH WOOD STRUCTURAL PANEL CORNER RETURN SHALL BE PROVIDED AT BOTH ENDS OF ACONTINUOUSLY-SHEATHED BRACED WALL LINE IN ACCORDANCE WITH FIGURE R602.10.7. IN LIEU OF THECORNER RETURN, A TIE-DOWN DEVICE WITH A MINIMUM UPLIFT DESIGN VALUE OF 800 POUNDS (SIMPSONLSTA36, MSTC28, OR EQUIVALENT) SHALL BE FASTENED TO THE CORNER STUD AND TO THE FOUNDATION(SIMPSON LTT19, LTT20B, HTT4, OR EQUIVALENT) OR FRAMING BELOW IN ACCORDANCE WITH FIGURE R602.10.7.4.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)5.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. ATINTERMEDIATE SUPPORTS.6.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. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.7.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.8.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).9.THE COVERED ENTRY, DECK, AND OPTIONAL SCREEN PORCH ARE CONSIDERED BY THE HANSON GROUP TO BEPRIMARILY OPEN, NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCESYSTEM OF THE HOME. PROVIDE CODE REQUIRED LEDGER TENSION AND UPLIFT CONNECTIONS. CONTACT THEHANSON GROUP IF A RIGID DESIGN OF THESE AREAS IS DESIRED.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:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODE16'-2"±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 WALL HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)SIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVE OPTIONS)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.1'-11"±S1FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DLARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS w/STANDARD 6"/12" NAILINGPROVIDE FASTENING OF ABOVEFRAMING EQUAL TO THAT DETAILEDFOR BRACED WALL PANELS1'-11"±(6-FT)(6-FT) (3-FT)(3-FT) (2.5-FT)(3.4-FT)(5-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(6-FT)(3-FT)(6-FT)(6-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINETHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOWALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOLOOKOUT FOUNDATIONSPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S1REFERENCE PLAN4-SEASON PORCH OPTION4-SEASON PORCH OPTION4-SEASON PORCH OPTIONMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S1REFERENCE PLANPOST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAILSIMPSON HTT5 HOLDOWNANCHOR FASTENED TODOUBLE STUDS w/ 12"Ø x 12"LONG SIMPSON TITEN HDSCREW-IN ANCHORCONCRETEFOUNDATIONBELOWCONSTRUCTPORTAL FRAME ASSHOWN IN 3/S1CONSTRUCTSHEARWALL ASSHOWN IN 3/S2CONSTRUCTSHEARWALL ASSHOWN IN 1/S2CONSTRUCTSHEARWALL ASSHOWN IN 2/S2 SIM.CONSTRUCTSHEARWALL ASSHOWN IN 2/S2CONSTRUCTSHEARWALL ASSHOWN IN 4/S2CONSTRUCT RIGIDSHEAR PANEL ASSHOWN IN 5/S2PROVIDE TOP OF WALLCONNECTION SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLPROVIDE TOP OF WALLCONNECTION SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL COPYRIGHT HANSON GROUP, LLC 2017©DescriptionDateRevision4QDGTV6JQOCU*QOGU+PE16972 Brandtjen Farm DriveLakeville, MN 55044PROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILL PLATEINTO FOUNDATION AT THIS WALLPORTION IN ADDITION TO ANCHORBOLTS (NOT SHOWN)BLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø SIMPSON TITEN HD ROD COUPLERw/ 8" EMBED INTO CONCRETE(MAY OMIT & EPOXY THREADED ROD8" DIRECTLY INTO CONCRETE)12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWN ANCHORNAILED TO DOUBLE STUDSPROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSPERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM1S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.REPLACE HOLDOWN w/SIMPSON MSTC52 STRAPLAPPED ACROSS FLOORSYSTEM w/ LOOKOUT/WALKOUTFOUNDATION BELOW & SEE 2/S2OMIT CONCRETESCREWS & SEE 2/S2FOR ALTERNATECONNECTIONS w/LOOKOUT/WALKOUTFOUNDATION BELOWPERFORATED SHEARWALL2S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.PROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON HTT5 HOLDOWN ANCHORAT LOCATIONS SHOWN NAILED TODOUBLE STUDS w/ 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-INANCHOR INTO CONCRETEPROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILL PLATEINTO FOUNDATION AT THIS WALLPORTION IN ADDITION TO ANCHORBOLTS (NOT SHOWN)November 8, 2017Project Number:Date:7.610S22Sheets: of2Print Name:Signed: License Number:Ryan Mack11-8-1746673Date: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.3407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQOAberdeen ModelMinnesota ConstructionPERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM3S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.REPLACE HOLDOWN w/SIMPSON MSTC52STRAP LAPPED ACROSSFLOOR SYSTEM w/LOOKOUT/WALKOUTFOUNDATION BELOWOMIT CONCRETE SCREWS& SEE 4/S2 OR 5/S2FOR ALTERNATECONNECTIONS w/LOOKOUT/WALKOUTFOUNDATION BELOWPROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILL PLATEINTO FOUNDATION AT THIS WALLPORTION IN ADDITION TO ANCHORBOLTS (NOT SHOWN)BLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø SIMPSON TITEN HD ROD COUPLERw/ 8" EMBED INTO CONCRETE(MAY OMIT & EPOXY THREADED ROD8" DIRECTLY INTO CONCRETE)12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWN ANCHORNAILED TO DOUBLE STUDSPROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSNAIL 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& TO PLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT STUDEACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF WALL HEIGHT ASREQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(2) 2x6 BEARINGSTUDS MIN.LENGTH OF CONTINUOUS HEADERFASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.S2FRAMING DETAILRIGID SHEAR PANEL5NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSLARGER HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILING PATTERN1'-5"±PROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILLPLATE INTO FOUNDATION AT THISWALL PORTION IN ADDITION TOANCHOR BOLTS (NOT SHOWN)SIMPSON HTT5 HOLDOWN ANCHOR ATLOCATIONS SHOWN w/ 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-IN ANCHOR1'-5"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN. 912" DEPTH REQ'D)FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSPROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.SIMPSON HTT5 HOLDOWN ANCHOR ATLOCATIONS SHOWN w/ 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-IN ANCHORPROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILLPLATE INTO FOUNDATION AT THISWALL PORTION IN ADDITION TOANCHOR BOLTS (NOT SHOWN)PERFORATED SHEARWALL4S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL. © 16287 Dutch Barn Drive Lakeville 55044 © © © © © © © © © © © © © © © 40,000 X X 40,000 1408 40,000 3000 3000 1408 3000 .47 .47 .53 40,000 40,000 13.33 13.33 .53 7.1 3.01 3896 584 240 375 375 584 NR 155 78 Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-10 X R-21 X R-21 X R-21 X R-49 X R-30 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:80,000 Capacity in Gallons: Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code 6"Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 43VP50E2 DX13SN0301A Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces R-410A Make-up Air Select a Type Rheem Domestic Water Heater Gas MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER Model Heating System Gas Daikin DM92SS0803BN Manufacturer Daikin 50 Output in Tons:2.5 Appliances Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardTHERMAL ENVELOPE Insulation Location Foam, Closed CellFoam Open Cell Wall Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Fuel Type Solar Heat Gain Coefficient (SHGC):0.30 Describe other insulated areas RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.30 Building envelope air tightness: 6 MIL POLY - 4" AGG INTERIOR INTERIOR Below Entire Slab Rigid, Extruded PolystyreneRigid, Isocynurate Perimeter of Slab on Grade Ceiling, flat ATTIC EXTERIOR SEALANT Rim Joist (1st Floor) Windows & Doors Ceiling, vaulted Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 23,59360,950 Heating Gain Cooling Load 78 155 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): 20,868 Residential Load Calculation Heating Loss Bay Windows or cantilevered areas Floors over unconditioned area Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.1/11/2018 New Construction Energy Code Compliance Certificate Name of Residential Contractor Robert Thomas Homes MN License Number BC644819 City Mailing Address of the Dwelling or Dwelling Unit Lakeville16287 Dutch Barn Drive Builders Associaton of Minnesota version 101014 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. Company Name: _________________________________________________________________________ Project Site Address: _____________________________________________________________________ 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 Rob St. Sauver Robert Thomas Homes 952-292-2419 rob.stsauver@traditiondevelopment.com U of MN 5/31/2019 N R 10000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000001)))))1)1)))))1)1)))1))1)1)1)1)1))1))1)1)111111)11)))1111111)))))))11111))))111111111111111111111 ooooooooooooooooooooooooooooooooooorrrrrrrrr erererererererrereererererrerererereerereeeeeeeererrrreeererrrrrrrrrrrrrrrosooooooooooooooooooooooooooooooooooooooooooooooooooooooosooooooooooooooooooooosoooooooooooooooooooooooooooooooosoooosion anannnnannnnnnnnannnnnnnnnnnnnnnnnnnnnnnnnnnnnnannnnnnannnnannnnnnnnnnnannnnannannnnnnnnnnnnnnnnnnnnnnnnnnnnnnaaannnnannnaannnnnnaaaaannnnnannnaannnnnanaannnnnnaannnnnaaannd sediment control plan. re:_______________________________________________________________________________________________________________________________________________________________________________________________________ 1/11/18 Robert Thomas Homes 16287 Dutch Barn Drive Excavation/construction of single family home 15765