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HomeMy WebLinkAboutBLD2004-004061 ' ocUILDING PERMIT APPLIC ON MLA04-00361 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00406 Received Date: 6/18/2004 SITE ADDRESS: 477 N JACOB MILLER RD PORT TOWNSEND, 98368 OWNER: PAUL D SAASTAD PHONE: (360) 379-1804 NINA E SAASTAD 477 N JACOM MILLER RD PORT TOWNSEND WA 98368-9649 SUBDIVISION: RHOADES/CARROLL SHORT PLAT Block: Lot: 1 PARCEL NUMBER: 001051021 Section: 5 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP SUNROOM TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD VALUATION 20,000.00 MAIN: CODE EDITION: 1997 ADD'L: HEAT TYPE: PRO OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: 250 GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: 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: 6/ // v Q / F&W Landslidey O Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: /� / V Permit $321.25 KAS 06/18/04 66380 /`� State Building Code $4.50 KAS 06/18/04 66380 JUL - 2 2004 Plan Check $208.81 KAS 06/18/04 66380 Total: $534.56 Jefferson County Plannin, & Building Department COUP,kola-k- g oN �, Jetferson 1 1 Department of Conunuffity�► t w / V ° III 821 Shelton ; ; ort Townsatgl WA ' � 8[3801378-4450 49 ., } O ApI5cfl©� CD CD B lding Type: Project Type: Fre Type: Single Family ❑/New VWood ❑ Garage Attached/Detached V Addition ❑ Steel ❑ Modular • 0 Alteration/Remodel ❑ Concrete ❑ Commercial r: ` 0 Repair ❑ Masonry ❑ Multi-family/#of Units J s3 ❑ Demolition ❑ Other: ❑ Industrial tL i 0 Other: 4. Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System 0 Electricity ❑ Oil Proposed: C Proposed: C V Individual System Total: Total: y ❑ Woodstove Propane If not sewer,fill out the following: ❑ Heat Pump 6S Conventional 0 Alternative ❑ Other Permit# SEP Water Supply:❑ Private well LiTwo Party Well jPublic:Name of water system: C ; I ;l' Square Footage: h �( Office Use For Office Use Only Main Floor r7j�f CJ 67 I to. 3 L O Consistency Review f[ g CO 2ND Floor Base fee ca /. pZ,s 3rd Floor Plan Check fee 0, , Oe . P/ Htd Basement State Surcharge fee l 'S—D Unhtd Basement Subtotal 6�Sa.,, Skj Garage/Carport Pot Water Review fee ' Decks 911/Rd Approach fee Commercial TOTAL Sg-2 .51 D Industrial Receipt# (.W 3 a) Other l _ Cash/Check# 1 2-I s_ Initials f)C(/1/ Date �o fj�jp� Estitn ted Cost: Oa aO 6 Q If with 200' of the Shoreline, Distance to Ban Binary_ igh Water`l Park 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 attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting o this permit. I further agree to provide access an ght of entry to Jefferson Coin -and it's employees,resentatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the phcant's prop ty or structure sli")ae requested and' occur during regular business hours. 1 Si nature/ g/./ -/ ,/� g Dater --- r- 0 OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 BUILDING• • PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00406 Received Date 06/18/2004 SITE ADDRESS: 477 N JACOB MILLER RD PORTIssue Date 07/2/2004 TOWNSEND, 98368 APPLICANT: PAUL D SAASTAD NINA E SAASTAD PHONE: (360)379-1804 477 N JACOB MILLER RD PORT TOWNSEND WA 98368-9649 SUBDIVISION: RHOADES/CARROLL SHORT PLAT Block: Lot: 1 PARCEL NUMBER: 001051021 Section: 5 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: SUNROOM -NO PLUMBING REQUIRED INSPEC IONS: [ ] SETBACKS: [ ] UFFER: [ ] Footing: y227 by [ ] Foundation: '---'- S- 0 ' [ ] Stormwater FINAL Approval: [ ] Underground Plumbing: [ ] Undergroun nsulation: [ ] Shear Wall goZ y el [ ] Framing: cep,- 11-6--oc1 f 1 Plumbing: \ [ ] Propane Tank/Lines: [ ] Insulation: „�/i Gi ([_0(,.c cp f 1 Sheetrock: 6'Vi' 'i 0 tt_tot_6 f 1 Septic Sytem Final Approval: Road Approach Final Approval: [ _] Zoning Final Approval: f T Final/Occupancy Approval: /,2-,I+y„Bt HEALTH DEPARTMENT AND PUBLIC WORKS 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. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE SPECIAL CONDITIONS FOR SE A BLD04-00406 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on June 24, 2004 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: Susceptible Aquifer Recharge Areas. 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.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs)and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 5.) The applicant is proposing to create or add 250 square feet of impervious surface and 275 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal shall adhere to Best Management Practices (BMPs). 6.) 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). 7.) The site plan as submitted with the building permit application on June 18, 2004 has 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 24, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 8.) This approval is for a sunroom 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. 9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 10.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 11.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 12.) The building height is not to exceed 35 feet. 13.) Minimum setback from edge of ingress/egress easement shall be 20 ft. Minimum side and rear setback shall be 5 ft. 14.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 15.) A septic permit(SEP90-00043)was installed on October 31, 1991 for a system of 360 gallons per day. 16.) N Jacob Miller Rd (C625519) is a county local access road. The road approach is existing and an address of 477 N Jacob Miller Rd has been assigned to the parcel • 17.) This parcel was created through Rhoades/Carroll Short Plat under AFN 0999, filed of record October 12, 1992 in Vol 2 of Short Plats, at page 220 with Jefferson County Auditor's office. 18.) Access is provided to the parcel via a platted 60 ft wide (30 ft each side of south property line)easement, AFN 275376. A road maintenance agreement is also recorded under the same AFN. 19.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 20.) A building permit(BLD93-00078)was finaled on March 27, 1998 for a remodel and an addition of 320 square ft. A building permit(BLD02-00447)was finaled October 4, 2002 for a detached garage. I:\F_BLD_Permit_Buildng.rpt 10/29/19 a ... .''...1......_..._..,.1.....'.'...;.:. cn 6-ti Z til ›.V ..:Y.••• p:.9 4;11' P.1 . 4, e... 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I.. . j„ • _ I I I • -_____N_L__.. ............. !......... ..... !. _.; .....:. ...1.. i___.!•c.2.__:. ..— .., CZ,• •• • 1%.,4,.NA 0,•'. . e .. , ' NALLs 8. MAXIMUM SHEAR = 870 P.L.F. USE W SHEATIN - B TH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3 1f2' O.C. FO , SE 3X DF NO.2. PROVIDE 34NCH NOMINAL BOTTOM P BOLT OUGH PLATE WITH ANCHOR BOLTS. PROVIDE 3/40 DIAMETE NCHOR BOLT T 20' O.C. MAXIMUM SPACING AT THE FOUND ON. FOR TIE DO SAT EACH END OF THE WALL, SEE FRV G/SHEAR WALL PLAN 9. MA, MUM SHEAR ■ 980 P.L.F. US" %* SHE ATING - BOTH SIDE OF L. NAIL ALL EDGES WITH 8d NAILS AT 3' U C. FOR FRAMING, USE 3X DF 2. PROVIDE 3-INCH NOMINAL BOTTOM PLl+ rE. BOLT THROUGH PLATE WITH CHOR BOLTS. PROVIDE 3/4' DIAMETER AN OR BOLTS AT 18* O.C. MAXIMUM S CING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SE RAMING/SHEAR WALL PLANS. jr to RF51 t�►C5 . al d / 4" / X b'�r I II oar-Ic, rr.* Yy \ C'1Tj•bQ 1:✓•�C O'�1i'r� "ter /'SIM1f„ + Hra4 wT i ri H tiQ' WA�,L Wp. 9 L:/ %A 1 W�a►4f4..L» 2xYaGiLIH6 .1 Q IY� rr. 2x14 Co 1411 o s - r; L--vA'T L 6`N F.�) L.E VAT I (2H ID fb"• I I•Dj t Loa /A71 OH G. y,Vl-1110 IF L.'E AT I K2 �-\ ILOf lap vEa—lf Iz Ll tiny nsr� N oe . � � Ih��lwn /�•z Iuw�. = 2xr P1T 1,L W/ yil PERMIT # OLD _04-0406 AfFERSON COUNTY DCD JEFFERSON COUNTY DCD WILDING PLAN REVIEW ❑ APPROVED AS SUBMITTED C,Y APPROVED AS NOTED ❑ REJECTED Date 04 Reviewer I✓ LT—R E. Plans srs approrsd excepting Ar�y errors or omissions. All work must ss Inspection in conformance with :11 anPlicahle codes and regulations. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24, 1997 USC AS AMENDED BY WASHINGTON STATE BUILDING CODE COUNCIL CVS-- W POW t at 4 ft oo ft"9B6 or revisions to the approved PkM Ul a —it � r z yoy,�u N its �IJ W A W Z A N . i m cl) M co D, �t m ra 40 � .� I I 000 � Hr w c cn a a i V C b k�