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HomeMy WebLinkAboutLA186530 - 17852 Eclipse Ave Permit PackRESIDENTIAL 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: 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 Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/18/2020dmathews 2'-6"2'-6"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.2.3 BWPsAboveBWPsAboveBWP Above3.52.52.532.55555552.52.5107PFHPFHPFH Connections2.5366-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). #1 SP required for span or use#2 SP (3)2x12's COPYRIGHT HANSON GROUP, LLC 2019©DescriptionDateRevisionJuly 31, 2019Project Number:Date:9.386S11Sheets: of1Key Land Homes17021 Fish Point Rd SEPrior Lake, MN 55372Plan #4679Minnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comSCOPEDESIGN 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-WSP AND 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 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 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.THE FRONT ENTRY COVERED PORCH IS AN OPEN NON-ESSENTIAL STRUCTURE AND IS NOT CONSIDERED PART OFTHE MAIN WINDFORCE RESISTING SYSTEM FOR THE HOME. PROVIDE UPLIFT CONNECTIONS PER CODE.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 CODEPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.2x4 BLOCKING BETWEENTRUSSES NAILED TO TOPPLATES w/ (3) 8d NAILS EACHNAIL EACH JOIST TOTOP PLATE w/ (3) 8dTOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"INTERIOR BEARING WALLINTERIOR NON-BEARING WALLPROVIDE FULL DEPTHBLOCKING BETWEENJOISTS 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.PROVIDE JOISTDIRECTLY 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.SECTIONS 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.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.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.NAIL RIM TOPPLATES w/ 8dTOENAILS @6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"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 JOISTTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL 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(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESINDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIORFACE IN ACCORDANCE w/ NOTE 2. PROVIDE INCREASED FASTENINGREQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BECONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTHFACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3, SPACED AT 4"O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWNBELOW.Print Name:Signed: License Number:Ryan Mack7-31-1946673Date: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.PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S1REFERENCE PLANPOST-INSTALLED HOLDOWN OPTIONS5S1FRAMING DETAILCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHORFASTENED TO DOUBLESTUDS w/ 12"Ø x 12"LONG SIMPSON TITENHD SCREW-IN ANCHORSIMPSON HTT5 HOLDOWNFASTENED TO DOUBLE STUDSw/ 24" LONG 12"Ø THREADED RODw/ NUT & WASHER AT HOLDOWNw/ DOUBLE NUTS & WASHERGROUTED INTO MASONRYGROUT #4 VERTICAL BARPER EACH THREADED ROD& GROUT SOLID FULLHEIGHT (PROVIDE 6" HOOKLEG EMBEDDED INTOCONCRETE FOOTING)CONCRETE FOUNDATIONMASONRY FOUNDATIONBRACED WALL PANELFASTEN BOTTOM PLATE TOJOIST/BLOCKING w/ (3) 16dNAILS EVERY 16" O.C.CANTILEVERED FLOORJOIST BY SUPPLIERFRAMEWALL / BRACEDWALL PANEL BELOWBLOCKING BETWEEN JOISTS AS FOLLOWS:·FLAT 2x4 TOP & BOTTOM OR JOISTMATERIAL OR SAWN BLOCKING·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. SECTION 6S1AT BRACED WALL PANELS ABOVECANTILEVERED FLOOR FRAMING(REFER TO PLANS FOR APPLICABLELOCATIONS)S1FRAMING DETAILGARAGE FRONT PORTAL FRAME416'-2"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT KING STUD AT END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF WALL HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(3) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)SIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 5/S1 FOR ALTERNATIVE OPTION- REQUIRED FOR MASONRY FOUNDATIONS)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. TYP.2'-1"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN. 312" WIDTH & MIN.1114" DEPTH REQ'D)PROVIDE 2x6 INFILL WALL ABOVE HEADER AS REQ'DLARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGPROVIDE FASTENING OF ABOVE FRAMINGAS SHOWN FOR BRACED WALL PANELS8'-2"± AT SIM.NOT TO EXCEED 12'-0"SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)(3) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)(2) 2x6 FULL HEIGHT KINGSTUDS AT END OF HEADER(4-FT)(4-FT)(4-FT) (4-FT)(4-FT) (3-FT)(6-FT)(4-FT)(4-FT)(6-FT)(4-FT)(4-FT)(2.5-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(7-FT)(10-FT)(5-FT)(5-FT)(5-FT) (2.5-FT)(5-FT)(2.5-FT)(3.5-FT)(2.5-FT)(3-FT)(5-FT)(5-FT)(2.5-FT)(2.5-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(2.3-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINECONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1CONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1SIM. MIRROREDPROVIDE TOP & BOTTOM OFWALL CONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL 11/13/2020XKP