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Home My WebLink AboutBLD2022-00246 - 01 PERMIT APPLICATIONDEPARTMENT OF COMMUNITY DEYELOPMENT 621 Sheridan Street, Port Townsend, \JflA 983(18 T el: 360.379.4450 | Fax 360,379.4451 Web : wwv'.co. j effetson.rva.us / communiqrdevelopment E-mai1: dcd@co.iefferson.u'a.us RESIDENTIAL DECK APPLICATION * Must be reviewed by a land use planner prior to a permit being issued. Please schedule a Customer Assistance Meeting (CAM) to learn required setbacks for your property, Additional shoreline fees may apply, Before You Apply for Your Project / Check with Department of Community Development staff or see Brochure #12 to determine your property's required setbacks. / Commercial projects will require more complete building plans. r' lf the property is served by a septic system, check with Environmental Health at (350) 385-9444 to identify the exact location of the property's septic system components including all drainfield reserve areas. ,/ lf you hire someone to build your deck, they must be a registered contractor-it's the law in Washington State. To verify your contracto/s information, contact the Washington State Department of Labor and lndustries (phone: (360) 415-4000; website: www.LNl.wa.gov). r' For more details about building a deck see Prescriptive Residential Deck Construction Guide on our website OR: https://codes.iccsafe.org/public/document/|RC2015/chapter-S-floors Section R507 Exterior Decks. For deck building requirements, refer to the Prescriptive Residential Deck Construction Guide at https://www.co.iefferson.wa.us/DocumentCenter/View/9422lResidential-Deck-Construction-Guide-pdf Manufactured Homes lf the deck is supported by the mobile home, contact L&l at (360) 417-2700 as they manage deck permits relating to mobile homes: https://lni.wa.gov/licensing-permits/manufacturedmobile-homes-other-mobile- structures/ma n ufactured-home-permits-inspections/. When do lneed a permit? {l[ any of the items below opply to your project, you will need a permit) 1/Attached to building More than 30" high, including any deck above the first floor. More than 200 sq. ft. Serves main entry door. lf critical areas or critical area buffers are on my property, or home is on shoreline.* ./ Required Submittal ltems - lf work does NOT include structural change, or load bearing capacity t/Deck Application for Residential Decks Site Plan - 1 copy no larger than 11x 17, does not need to include all items on checklist Basic Construction Plans, no smaller than 11 x 17, showing how the deck is being constructed Engineering -may be required for decks above the first floor or multi-span beams or joists. Permit Fees based on required reviews, minimum base fee of 2 hours Deck Detail Existing Sq./Ft.Proposed Sq./rt. Repair & Replace New 204 Ver,12-01-20 RECEIVED BY DCD 4/28/22 Repair & Replacement of Existing Decks Replacements of existing decks that are in the existing footprint will be required to be brought to current code. Repairs will need to comply with the building code of the year built. Please Note: All permits are subject to field inspection with the understanding that applicants ore responsible for code compliant construction practices. General inquiries regarding specific code questions mdy be mode at ony time; however, the opplicant ossumes the responsibility to correct oll code deficiencies regordless of conditions. Owner/Builders Statement The signer of this statement certifies that they are the Owners of the parcel referenced herein, that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature:print Name. Ryan Grover D"r".4128122 OFFICE USE ONLY Buildine Permit Fees Deck Permit Fee D01_0 s204.00 Plan ChgCk Fee (ntt new decks and rebuilds will neer:l a plan check; most srnall repairs do not)Si.o2.oo Environmental Health fee (51"48.00 i{ required}FH{)1 Project Scanning Fee DCDN?s2s.s0 Land Use Fee ($306.00 if required)CDO State So.so Subtotal Sass.oo Technology Fee - 5% of Subtotal DCDOO3 S1o.eo Total Fees*$3s4.90 *Additional fees may apply By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of his or her knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in making any issued permit null and void' D^r".4128122 Site lnformation Assessor Tax Parcel Number:978802038 Site Address and/or directions to property:73 Pelton Ct PT Port Ludlow, WA 98365 Description of Work: Build deck Propertv Owner Name: Todd Diehl Address: 73 Pelton CT Port Ludlow, WA 98365 Phone #: 360-434-5739 Email: robbob4298@gmail.com Applicant, Contractor, or Authorized Agent/Representative )ffi"J-, I iranca ll. T|MRFCDS06DD Signature:Print Name. Ryan Grover Ver. 12-01-20 RECEIVED BY DCD 4/28/22 lnspections lnspectors visit the construction site during the project to make sure that it complies with building code requirements (see General Building Code Requirements, below). Most decks require a minimum of two inspections: ./ Footing lnspection-lnspected after the holes are dug and rebar placed but prior to the pouring of concrete. ,/ Framing lnspection-lnspected after all framing, blocking and bracing are in place and prior to closing the construction so as to make it inaccessible for inspection. This inspection can be completed at the time of the final inspection if all parts of the framing will be visible and accessible at the final inspection. ,/ Final inspection to be made upon completion of the deck and finish grading. ,/ Decks that are close to the ground need to be inspected prior to installing decking. The inspector may conduct one or more inspections during one visit if they can observe all work done. Additionally, the inspector may make or require other inspections to ascertain compliance with the provisions of the code' USE LIVE LOAD lb persq/ft Decks 60 Exterior balconies 60 Guards and Handrails 200 Guard in-fill components 50 -Seismic Zone D2 - West End is D2 - R301.2(1) -Soil bearing capacity 1,500 lbs unless there is a geotechnical report - R401.4,1, R403,1 -Frost depth 12" below grade - 403.3(1) -Roof snow load 25 PSF - Brinnon & West End 30 PSF - R301.2(5) -West End is Forks, Queets, etc. -Live loads for residential construction - R301.5 Detailed application requirements are noted below Code Requirement Code Reference All wood must be pressure treated or of natural resistance to decay.tRc R317.1 Fasteners, hangers, nails, etc., must be stainless steel, hot-dipped galvanized, or as specifically required for the specifled wood preservative used.IRC R3'17.3.1 Lateral connection is required to resist overturning tRC R507.s.1 R rninimum Zi8 ledge boards must be attached with structuralwood screws to the building and all connections between the deck and dwelling must be flashed with metalflashing. Hold- down tension ties shall be installed in not less than 2 locations. tRC R507.2-3(1) tRc R507.2.3 (2) @tosupportimposedloads.Thespanofajoistismeasuredfromthe centerline of bearing at one end of the joist to the centerline of bearing at the other end of the joist and does not include length of the overhangs. Use Table 1 to determine joist span based on lumber size and joist spacing. IRC R507.5 nll decks, balconies or porches, open sides of landings and stairs which are more than 30" above grade or a floor, measured 36" horizontal to the edge of the open side below, must be protected by a guardrail not less than 36" high. Open guardrails and stair railings require intermediate rails or an ornamental pattern such that a ball 4" in diameter cannot pass through. IRC R312 @atesizetosupportimposedloadsandextendaminimumof12,'below grade. See Table 1 for footing sizes. tRC 403.1.4 Golumns and posts exposed to the weather or to water splash must be supported by and connected to concrete piers or metal pedestals projecting above grade, Columns and posts in contact with the ground or embedded in concrete or masonry must be of special pressure treated wood approved for ground contact. tRC R317.1.2 tRc R317.1.4 Positive connections required to secure posts to beams.tRc R507.7.1 Decks sfrould not overhang beams by more than%the actual adjacent span, nor should beams overhang posts by more than % the actual beam span at the ends unless a specific design is calculated. Floor joist spacing a|24" on center requires 2x decking, and floor joist spacing at '16" on center requires 1 Yo actual thickness. tRc R507.5lRc R507.6 tRC R507.4 @)shallbeprovidedwithasourceofilluminationatthetoplanding, controlled from within the dwelling or by automatic means, and powered by the building wiring.tRC R303.8 Yer. L2-07-20 RECEIVED BY DCD 4/28/22 Prescriptive Construction Drawings Construction Details _x _ Joist _x _ Support Beam{s) _t< _Support Post{s} Footing Size: Round: I+ Square: _x_ by _ deep Deck Supports or footings may not bear directly on top of septic system components. Setbacks of 10' are required from all sides of the drainfield, 5'from septic tank / 2' from septic transport line. lf the deck is located over the septic system, ensure access to septic lids and ports. Contact Environmental Health for assista nce (360) 385-9444. Lateral Connection Detail IRC Figure rRC Rs07.2.2(1) IRC R507.2.3(2) - See Prescriptive Residential Deck Construction Guide https://www.co. i efferson.wa. us/Docu m e ntCenter/View/9422/Residen tial-Deck-Construction-Guide-pdf decking d josts rjrrder Dear Ver.72-07-20 RECEIVED BY DCD 4/28/22