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HomeMy WebLinkAboutBLD2001-00269 BUILDING PERMIT ' Jefferson County Department of Community Development r 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD01-00269 Received Date 05/11/2001 SITE ADDRESS: 1252 GARDINER BEACH RD Issue Date 06/18/2001 SEQUIM, 98382 Expiration Date 06/18/2002 APPLICANT: KEITH K DAVIS PHONE: (425)255-2069 CONNIE R DAVIS 14609 142ND AVE SE RENTON WA 980595523 SUBDIVISION: Block: Lot: T 29 PARCEL NUMBER: 002284035 Section: 28 Township: 30 N Range: 02 W CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION DETACHED GARAGE REQUIRED INSPECTIONS: [ 1 Setbacks (Shoreline Setbacks): Or- c,. 6-027-cD t [ Footings: 0 Ira- 67 KCO-).7-0 i [ ] Foundation:7[ ] Underground Plumbing/Underground llsulatio [ • Shear Wall: p(,� le t%.\� J [ ] Framing/Plumbing: [ ] Propane Tank/Lines: [ ] Insulation: [ ] s -=troc .: [ - • "cupancy Approval: D k. (a1 (1-(D k1,(1-1koMw HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION. THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. SPECIAL CONDITIONS APPLY -SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY NLl L• BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00269 Received Date: 5/11/2001 SITE ADDRESS: t2. . L 6av-dint,( 6I,► te.o. SEQUIM, 98382 APPLICANT: KEITH K DAVIS PHONE: (425)255-2069 CONNIE R DAVIS 14609 142ND AVE SE RENTON WA 980595523 SUBDIVISION: Block: Lot: T 29 PARCEL NUMBER: 002284035 Section: 28 Township: 30 N Range: 02 W CONTRACTOR: OWNER PHONE: ARCHITECT/ CRANE DESIGN ENGINEER : 19115 W VALLEY HWY H102 KENT WA 98032 PROJECT DESCRIPTION: DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 8,320.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 832 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUD PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date: F&W Landslide Shoreline Forest: Comm er• -1 ■. II; AL Type Amount Paid By: Date: rReceipt ••`�•`e� � '' Permit $167.25 MAM 05/11/01 39000 Plan Check $50.18 MAM 05/11/01 39000 JUN i 5 2001 State Building Code $4.50 MAM 05/11/01 39000 JEFFERSON COUN YY Total: $221.93 DEPT. OF COIOUNIY DE 1OP ENT SIGNATURE: A IUi © (--25 f �Y Pam_ - -r t Jefferson County Department of Cwnmufty Des:j 1 l meet E �N °°� 021 Sheridan Street,Port Townsend WA 88388[3801378-4450 -24 n 0 0 rer 1 11) A pp{i [ cal) - on �, , 0 i7N Project Description: Building Type: Project Type: • Frame Type: Single Family ' New X" Wood Garage Attached/Detached I Addition LI Steel 11 Modular I Alteration/Remodel 7i Concrete Commercial I Repair ❑ Masonry Multi-family/#of Units Demolition J Other: Industrial CI Other: Bedrooms: Bathrooms: Type of Sewage Disposal: i Type of Heat: Choose one: Existing: 7 Existing: Sewer 1 Community Sys mk Electricity Proposed: Proposed: ' Individual System ❑ Woodstove I Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump Conventional CI Alternative ❑ Other Permit# SEP _Eq.- 02SC. Water Supply: Private well I Two Party Well'_; Public:Name of water system: Pun tr f L OD di-I 6I 4 C)(AJF,R_ Square Footage: For Office Use Only Main Floor UBC OCCUPANCY GROUP 2ND Floor Base fee I (oZ- 25 3rd Floor Plan Check fee 50 , 1 E Htd Basement State Surcharge fee if • So Unhtd Basement Subtotal Z2_1 • (4 3 arage arport 3 G— � Pot Water Review fee t 6 Decks 1 r AP 911/Rd Approach fee 3 Commercial TOTAL �2� q Industrial Receipt# 3?V O O Other Cash/Check# I ! ( Total Valuation: Initials -7 Or Date l 1 /0( Estimated Cost: I 0,CNN) If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and righ en Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections, Access and right of entry to e a ' nt's p or structure shall be requested and shall occur during regular business hours. urs. Signature: Date: % - 2-0--0 / H:HOME\PL CN \INFOBLDG\FORMS\BLDpermitApplicationl/2000 SPECIAL CONDITIONS FOR CASE BLD01-00269 1.) The application was reviewed by the Jefferson County Department of Community Development staff on June 5, 2001 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: SUSC aquifer recharge area. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i). 5.) The site plan as submitted with the single family residence and detached garage building application on May 11, 2001 have been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated June 13, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 6.) This approval is for a single family residence and detached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 7.) Gardiner Beach Road is a county local access road (C502009). A road approach permit (RAP01-0111) was applied for at time of building application and will be issued simultaneously with the building applications. 8.) A septic permit(SEP94-0269) was cancelled on June 25, 1998 for expiration of the permit. 9.) A septic permit (SEP99-0255) was approved on September 24, 1999 for a three bedroom system. 10.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 11.) A building permit(BLD01-0268) for a single family residence will be issued simultaneously with this permit. 12.) A Small Parcel Erosion and Sediment Control Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 13.) The building height shall not exceed 35 feet. 14.) Minimum setback from Gardiner Beach Road shall be 20 feet. Minimum side and rear setbacks shall be 5 feet. 15.) Maximum lot coverage shall not exceed 25%. is\F_BLD_Permit_Buildng.rpt 10/29/19 j r . . 1. jI l fH ; i._ r... . ; _ , , , ,_ ,. , , , . , , ! , . I, i , . 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ROOFING ON 15" FELT OVER lit" CDX PLYW'D SHEATHING. 1 2X4" STUDS 1m 16" O.C. ON l/16" O.S.B W/ ,� `VAPOR BARRIER_ rho ConhNtgl Shah Check and Verify AN_Dimensxans -- -0' 5m4 A A Lai 32' - 0" 504 LANDING MIN. 36" - DEPTH G�R/4GE IN �L ooi� PLAN li�.11 NOTE: OREFER TO SHEET 5-4 FOR PANEL NAILING REFERNCE. r GENERAL NOTES _ ' ANCHOR BOLT WASHERS SHALL BE VxVx3/16'. ' ANCHOR BOLTS SHALL EXTEND 3/4' MIN. ABV. DBL. OR SINGLE MUDSILLS FOR WASHERS # NUTS ' ALL INTERIOR POSTS • CRAWL SPACE SHALL HAVE POSITIVE TOP # BOTTOM CONNECTION. ' ALL FOOTINGS Is PERIMETER OF FOUNDATION SHALL BE BACKFILLED. LINO. ' CRAWL SPACE TO HAVE 18'x24• MIN. CRAWL SPACE ACCESS. ' CRAWI- SPACE# CONCRETE SLAB • BASEMENT TO NAVE 6 MIL. BLACK VISMEEN VAPOR BARRIER • BUILDER/CONTRACTOR TO VERIFY FURN. # DOOR KNOCKOUTS PRIOR TO CONSTRUCTION, • ANY FOUNDAIION OPENINGS TO BE MIN. 8' AWAY FROM ANY NOLDOWN. MIN CLEARANCE FROM SOIL TO JOIST TO BE 18', 12, FOR BEAM. GENERAL NOTES • ALL HEADERS TO BE: 6x8 DFa2 (2x6 STUD WALLS) (UN.O.) 4x10 DF02 (2x4 STUD WALLS) (UNDJ ' ALL EXTERIOR # GARAGE WARM WALLS TC BE 2x6 STUDS. (UN.O.) ' CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO COkISTRUCTICN. • SEE SHEETS 5-1 THRCUGN 5-4 FOR CONSTRUCTION AND NAILING SPECIFICATION5. ' GUTTERS # DOWN SPOUTS TO BE PROVIDED AS REO, BY CODE. ALL BOLTS MUST EXTEND 3/4' MIN. ABOVE DOUBLE OR SINGLE MUD SILLS FOR WASHERS AND NUTS. EXTERIOR DOORS TO HAVE MAX. B' STEPS WITH MIN. 36' DEEP LANDING PER SEC. 10033.Ib UB.C. • PROVIDE FIRE STOPS • ALL CONCEALED DRAFT OPENINGS PER SEC. 108.2 UB.C. • ALL SHOWER ENCLOSURE OR TO OPEN OUT, IF NOT SLIDING-, TO BE SAFETY GLASS. ' PROVIDE 6x P05T OR 6' CONC. CURS TO PROTECT HOT WATER HEATER # FURNACE FROM VEHICLES. • 48' MIN. LAP SPLICE • DBL. TOP PLATE SECTION 2320JI.2. 14'-0' 30 IN 0 I �D , Drawn By. Date Sheet� 2 OI 3 Plan No AM Ideas. Designs Arrangements. Drawmgs and Plans Sel Forth On Thm Sheet Are The Oriylnat Wora. Rodtfa Ul. Owned By. And Are the Property of Crane Deslgn, and Use Of This Serd Worts P.oducl Is Umded to A Specrhed Project Of The Pu•chasef. and For The Construcoon Of One BWjdmy. Any Use, Rouge or Disclosure Of 1 Said Plans Reproducliona. Ideas. Designs And/or Arrangements Other Than Crane Design 1881tietly Pro#dollad By Law NAlhoal The Wrffler, Permfwion of Crane Desgr