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HomeMy WebLinkAboutApproved Plans 17013-19 Kerrick CtWOODDALE BUILDERS, INC. 6117 BLUE CIRCLE DR. MINNETONKA, MN 55343 MATT J.12/3/19KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 27 & 28, BLOCK 1 LAKEVILLE, MNPH. 952-345-0543 KENWOOD PLACE DEVELOPMENT 1/20/167/29/1911/26/19A1Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode12/16/2019dmathews WOODDALE BUILDERS, INC. 6117 BLUE CIRCLE DR. MINNETONKA, MN 55343 MATT J.12/3/19KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 27 & 28, BLOCK 1 LAKEVILLE, MNPH. 952-345-0543 KENWOOD PLACE DEVELOPMENT 1/20/167/29/1911/26/19A2LENGTH OF CONTINUOUS HEADERS2FRAMING DETAILPORCH END WALL3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.1'-3"±(2) 912" LSL/LVLCONTINUOUS HEADER1'-3"±FLUSH BEAMBY SUPPLIER8'-0" SINGLE SHEET TYP.6x6 POST1'-0"±(2) 2x6 STUDS THISEND OF PANEL2x SOLID BLOCKING REQUIREDAT SHEATHING JOINTPROVIDE 6x6 BLOCKING BETWEENSTUDS & POST & FASTEN TOGETHERw/ (2) 38" x 10" GRK RSS SCREWS1'-0"±NAIL 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.FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.CENTER BEARINGSTUDS BY SUPPLIERFASTEN 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 PATTERNFASTEN BOTTOM PLATE w/(3) 16d NAILS EVERY 16"SIMPSON MSTC40 STRAPCONNECTION BETWEENSTUDS & FLUSH BEAMHELICAL ANCHOR w/ BRACKETCONNECTION TO POST w/ (2)58"Ø BOLTS DESIGNED FOR5,000 LBS. VERTICAL & 1,500LBS. UPLIFT & 500 LBS.LATERAL BY SUPPLIER TYP.716" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOEXTERIOR SIDES OF POSTSFLUSH BEAMPROVIDE LAYER/S OFPLYWOOD/OSB TO FLUSHOUT BEAM w/ POST34" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOINTERIOR SIDES OF POSTS1'-1158"±AT SIM.CROSS HATCH AREAS INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDES OF POSTS & 34"OR THICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO INTERIOR SIDES OF POSTS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED)NAIL SHEATHING TO BEAM w/ 8dNAILS @ 3" O.C. EA. WAY TYP.1'-1158"±AT SIM. WOODDALE BUILDERS, INC. 6117 BLUE CIRCLE DR. MINNETONKA, MN 55343 MATT J.12/3/19KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 27 & 28, BLOCK 1 LAKEVILLE, MNPH. 952-345-0543 KENWOOD PLACE DEVELOPMENT 1/20/167/29/1911/26/19A3Porch end wall portalframe - see detail 3/S2ConnectionsConnectionsConnections 43.55.54553.53.5553FANFANSmoke63.55.52.55See detail 3/S2 for endporch wall framing.88866UFER Ground-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).SmokeCOSmokeSmokeCOSmoke WOODDALE BUILDERS, INC. 6117 BLUE CIRCLE DR. MINNETONKA, MN 55343 MATT J.12/3/19KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 27 & 28, BLOCK 1 LAKEVILLE, MNPH. 952-345-0543 KENWOOD PLACE DEVELOPMENT 1/20/167/29/1911/26/19A4Porch end wall portalframe - see detail 3/S24ConnectionsConnections3.55.52.54553.53.555352.55.53.56See detail 3/S2 for porchend wall framing.68886FANFANFANSmokeCOSmoke(3)2x10 -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).UFER GroundSmoke WOODDALE BUILDERS, INC. 6117 BLUE CIRCLE DR. MINNETONKA, MN 55343 MATT J.12/3/19KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 27 & 28, BLOCK 1 LAKEVILLE, MNPH. 952-345-0543 KENWOOD PLACE DEVELOPMENT 1/20/167/29/1911/26/19A5 WOODDALE BUILDERS, INC. 6117 BLUE CIRCLE DR. MINNETONKA, MN 55343 MATT J.12/3/19KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 27 & 28, BLOCK 1 LAKEVILLE, MNPH. 952-345-0543 KENWOOD PLACE DEVELOPMENT 1/20/167/29/1911/26/19A6 WOODDALE BUILDERS, INC. 6117 BLUE CIRCLE DR. MINNETONKA, MN 55343 MATT J.12/3/19KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 27 & 28, BLOCK 1 LAKEVILLE, MNPH. 952-345-0543 KENWOOD PLACE DEVELOPMENT 1/20/167/29/1911/26/19A7 WOODDALE BUILDERS, INC. 6117 BLUE CIRCLE DR. MINNETONKA, MN 55343 MATT J.12/3/19KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 27 & 28, BLOCK 1 LAKEVILLE, MNPH. 952-345-0543 KENWOOD PLACE DEVELOPMENT 1/20/167/29/1911/26/19A8 — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — —— — — —WOODDALE BUILDERS, INC. 6117 BLUE CIRCLE DR. MINNETONKA, MN 55343 MATT J.12/3/19KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 27 & 28, BLOCK 1 LAKEVILLE, MNPH. 952-345-0543 KENWOOD PLACE DEVELOPMENT 1/20/167/29/1911/26/19A9 Wooddale Builders, Inc.6117 Blue Circle DriveHopkins, MN 55343DescriptionDecember 2, 2016Project Number:Date:6.691S11Sheets: of2Print Name:Signed: License Number:Date: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.Kenwood TownhomesMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionRyan Mack9-10-1946673COPYRIGHT HANSON GROUP, LLC 2019©2x4 BLOCKING BETWEENTRUSSES NAILED TO TOPPLATES w/ (3) 8d NAILS EACHINTERIOR BEARING WALLINTERIOR NON-BEARING WALLPROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE MAIN WINDFORCE RESISTING SYSTEM FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.NAIL EACH TRUSS TO TOPPLATE w/ (3) 8d TOENAILSNAIL 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.EXTERIOR NON-BEARING WALLROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"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)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHERFASTENER OPTION LISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASED FASTENINGREQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BECONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCEw/ NOTE 2. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR ROW TOWNHOMES CONSISTING OF TWO UNITCONFIGURATIONS. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRYPRACTICE, 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-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.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE IN 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.5.ALL ROOFS ARE TO BE IN 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.6.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.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.DECK, COVERED ENTRY, AND SCREEN PORCHES ARE CONSIDERED BY THE HANSON GROUP PRIMARILY OPENNON-ESSENTIAL ELEMENTS OF THE STRUCTURE AND ARE NOT INCLUDED IN THE OVERALL MAIN WINDFORCERESISTING SYSTEM. CONTACT THE HANSON GROUP SHOULD THE BUILDING MUNICIPALITY OR BUILDER DESIRE ARIGID LATERAL DESIGN FOR THESE AREAS. PROVIDE CODE REQUIRED TENSION CONNECTIONS AT LEDGERS ANDUPLIFT CONNECTIONS AT ALL POSTSMATERIALSWALL 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 BETTERw/ TRUSSESw/ TRUSSESw/ TRUSSESw/ TRUSSESLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODESECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.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)DINETTE CANTILEVER OPTION SECTION 3S1AT BRACED WALL PANELS ABOVECANTILEVERED FLOOR FRAMINGNOTESECTION ONLY APPLIES WHEN BRACED WALLPANELS ARE LOCATED ABOVE FLOORCANTILEVER. SEE PLAN FOR APPLICABILITY.BRACED WALL PANELFASTEN BOTTOM PLATE TORIBBON BRACE / TRUSS w/(3) 16d NAILS EVERY 16" O.C.CANTILEVERED FLOORTRUSS BY SUPPLIERFRAMEWALL / BRACEDWALL PANEL BELOWBLOCKING BETWEEN TRUSSES AS FOLLOWS:·FLAT 2x4 TOP & BOTTOM·34" PLYWOOD SHEET NAILED TO 2x4's w/(8) 8d NAILS TOP & BOTTOM·CIRCULAR HOLE UP TO 8"Ø MAY BE CUTINTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TOBLOCKING w/ 8d NAILS @ 6" O.C.FASTEN BOTTOM 2x4 w/ (3) 16dNAILS EVERY 16" O.C.(4-FT)(4-FT)(4-FT) (5-FT)(5-FT) (5-FT)(5-FT)(4-FT)(4-FT)(3-FT)(4-FT)(4-FT)(4-FT)(3.5-FT)(3.5-FT)(2.5-FT)(3.5-FT)(5.5-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)BRACED WALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT) (5-FT)(5-FT) (5-FT)(5-FT)(4-FT)(4-FT)(3-FT)(4-FT)(4-FT)(4-FT)(3.5-FT)(3.5-FT)(2.5-FT)(3.5-FT)(5.5-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)BRACED WALL LINE BRACEDWALL LINE(6-FT)(6-FT)(6-FT) (5-FT)(8-FT)(8-FT)(8-FT)(2.5-FT)(3.5-FT)(5.5-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(6-FT)(6-FT)(6-FT) (5-FT)(8-FT)(8-FT)(8-FT)(2.5-FT)(3.5-FT)(5.5-FT)BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEPARTIAL LOWER LEVEL PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S1REFERENCE PLANMAIN LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S1REFERENCE PLANDINETTE CANTILEVER OPTION4 Season Porches9-10-191SEE S2 FOR OPTIONAL REARFACING 4 SEASON PORCHSEE S2 FOR OPTIONAL SIDEFACING 4 SEASON PORCHSEE S2 FOR OPTIONAL REARFACING 4 SEASON PORCHSEE S2 FOR OPTIONAL SIDEFACING 4 SEASON PORCH LENGTH OF CONTINUOUS HEADERS2FRAMING DETAILPORCH END WALL3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.1'-3"±(2) 912" LSL/LVLCONTINUOUS HEADER1'-3"±FLUSH BEAMBY SUPPLIER8'-0" SINGLE SHEET TYP.6x6 POST1'-0"±(2) 2x6 STUDS THISEND OF PANEL2x SOLID BLOCKING REQUIREDAT SHEATHING JOINTPROVIDE 6x6 BLOCKING BETWEENSTUDS & POST & FASTEN TOGETHERw/ (2) 38" x 10" GRK RSS SCREWS1'-0"±NAIL 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.FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.CENTER BEARINGSTUDS BY SUPPLIERFASTEN 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 PATTERNFASTEN BOTTOM PLATE w/(3) 16d NAILS EVERY 16"SIMPSON MSTC40 STRAPCONNECTION BETWEENSTUDS & FLUSH BEAMHELICAL ANCHOR w/ BRACKETCONNECTION TO POST w/ (2)58"Ø BOLTS DESIGNED FOR5,000 LBS. VERTICAL & 1,500LBS. UPLIFT & 500 LBS.LATERAL BY SUPPLIER TYP.716" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOEXTERIOR SIDES OF POSTSFLUSH BEAMPROVIDE LAYER/S OFPLYWOOD/OSB TO FLUSHOUT BEAM w/ POST34" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOINTERIOR SIDES OF POSTSWooddale Builders, Inc.6117 Blue Circle DriveHopkins, MN 55343DescriptionSeptember 10, 2019Project Number:Date:6.691S22Sheets: of2Print Name:Signed: License Number:Date: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.Kenwood TownhomesMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionRyan Mack9-10-1946673COPYRIGHT HANSON GROUP, LLC 2019©4 Season Porches9-10-191(4-FT)(3.5-FT)(5.5-FT)BRACEDWALL LINEBRACEDWALL LINE(4-FT) (4-FT)(2.5-FT)(3.5-FT)(5.5-FT)BRACED WALL LINE BRACEDWALL LINE(6-FT)(5-FT)(2.5-FT)(3.5-FT)(5.5-FT)BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(6-FT) (5-FT)(2.5-FT)(3.5-FT)(5.5-FT)BRACED WALL LINE BRACEDWALL LINE(4-FT)BRACEDWALL LINE 1'-1158"±AT SIM.PARTIAL LOWER LEVEL PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S2REFERENCE PLANPARTIAL MAIN LEVEL PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S2REFERENCE PLANCONSTRUCT PORCHEND WALL ASSHOWN IN 3/S2PROVIDE TOP & BOTTOM OFWALL CONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLCONSTRUCT PORCHEND WALL ASSHOWN IN 3/S2 SIM.CONSTRUCT PORCHEND WALL ASSHOWN IN 3/S2CONSTRUCT PORCHEND WALL ASSHOWN IN 3/S2 SIM.PROVIDE TOP & BOTTOM OFWALL CONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLCROSS HATCH AREAS INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDES OF POSTS & 34"OR THICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO INTERIOR SIDES OF POSTS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED)NAIL SHEATHING TO BEAM w/ 8dNAILS @ 3" O.C. EA. WAY TYP.1'-1158"±AT SIM.