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HomeMy WebLinkAboutBLD2003-00369 BUILDING PERMIT• Jefferson County Depm 621 Sheridan Streetart, Portent of TownsendCommunity, WA 98368Development (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00369 Received Date 06/13/2003 SITE ADDRESS: 94 OLD SCHOOLHOUSE RD Issue Date 07/14/2003 SEQUIM, 98382 APPLICANT: KLAUS HINTERMAYR PHONE: (714)893-5300 JAN HINTERMAYR 6191 ACACIA AVE GARDEN GROVE CA 92845 SUBDIVISION: LEVINE SHORT PLAT#1 Block: Lot: PARCEL NUMBER: 002342041 Section: 34 Township: 30 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: l [ ] SETBACKS /Footings: o K e-2/a3 id/CGna�i�iby1, rft 5201 [ ] Foundation: q-' - [ ] Under roundPlumbin /Under roun 9 g g d Insulation: �(o�usti OK 06.10111 [ 7 Shear Wall: Eli ot* I) '26�3 [i Framing/Plumbing: P-vtiA3 p/<9.e > >•Z,6 _. I't( w4; -ct-cut 1-16A-7-7-U8C /(A/-0,/ f,l Propane Tank/Lines: }T Lii✓ (i. IZ,-cs-} ii-4-6. /)- t. -3 [t-]'-- Insulation: prit'Lceq-c-)1. t o /pi_c%111� .2,-of [ 1 Sheetrock. /-4,-07 [ 1 Septic S tem Final Approval: [ ] Zoning Final Approval: f 1 Final/Occupancy Approval:..//(-6l.1 C 54,)44Z 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. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE °BUILDING PERMIT APPLICI ON M Review T0331 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00369 Received Date: 6/13/2003 SITE ADDRESS: 94 OLD SCHOOLHOUSE RD SEQUIM, 98382 OWNER: KLAUS HINTERMAYR PHONE: (714)893-5300 JAN HINTERMAYR 6191 ADACIA ST GARDEN GROVE CA 92845 SUBDIVISION: LEVINE SHORT PLAT#1 Block: Lot: PARCEL NUMBER: 002342041 Section: 34 Township: 30 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NEW SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,030 VALUATION 155,507.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: 450 # OF STORIES: 1 OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: 505 SETBACK: DECK: 200 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUD PARCEL TAGS: YES___ NO BEDROOMS: BATHROOMS: STORMWATER: YES_ NO _AREA _ Exist: Exist: Wetland_ Erosion Prop: 3 Prop: 2 Seismic _ Streams Total: 3 Total: 2 Flood Way — Floodplain Routing Date: F&W Landslide_ 4-7/6/ C-- 0 Shoreline _Aquifer Forest: Commercially (['�(�Rural AType Amount Paid Bv: Date: Receipt: PPo V Permit $1,307.35 RAC 06/13/03 57919 Plan Check $849.78 RAC 06/13/03 57919 JUL 1 1 2003 State Building Code $4.50 RAC 06/13/03 57919 Jefferson County Planning Total: $2,161.63 & Building Departme ge ii, ,I; eaiii S y • $ph7 deffef'SOU CowiPdopartniellt 0f Community Dovfflopment fr c06 521 Sheridan Street,Port Townumd WA 083581360)370-4450 f ti � e �a p ° erMOID A , 16, C`�° AppIct ©t � / Project Description: .5 i 4i �'i2Ai/9y' /'ES i---% €-e-- Building Type: Project Type: Frame Type: I(Single Family New Ar Wood ❑ Garage Attached/Detached 0 Addition 0 Steel ❑ Modular 0 Alteration/Remodel 0 Concrete ❑ Commercial ❑ Repair 0 Masonry ❑ Multi-family/#of Units 0 Demolition 0 Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat Choose one: Existing: Existing: 0 ❑ Sewer grCommunity System 0 Electricity 0 Oil Proposed: Proposed: ❑ Individual System 0 Woodstove (�;P Total: ropane Total: If not sewer,fill out the following: 0 Heat Pump ❑ Conventional ❑ Alternative 0 Other Permit# SEP Water Supply: ❑ Private well 0 Two Party Well 0 Public:Name of water system: Square Footage: r ' 3 a g�,'/fir. For Office Use Only Main Floor D3 D P r+.. f)161 Consistency Review 47.00 2ND Floor Base fee 3rd Floor Plan Check fee-655% g-4/9. 7(, Htd Basement State Surcharge fee 11 r 50 Unhtd Basement tic-0C' L'3 7 Subtotal < ,. F � 3 � l � � Garage/Carport fit 1 1 9 C i� S Pot Water Review fee Pr xeN oy-t a- 0�" 3, Decks 2 d C) in I`1 911/Rd Approach fee •C�iJC.. �jv1 Commercial ' TOTAL C' � Industrial ` —' --'61 , Receipt# S. 9 19 Other 5 5 l_j Cash/Check# ` l—7 Total Valuation: InitialsRt ,1 Or Date (O l I3 ,03 Estimated Cost /G'C) einC) / If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark /'//9- ft.Bank Height 47/7 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 attorneys 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 right of entry to 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 the applicant's property or structure shall be requested and shall occur during regular business hours.' /p Signature: '��e- ,.�—� Date: ('-/- ?C't._3 SPECIAL CONDITIONS FOR CAI# BLD03-00369 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on July 8, 2003 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: High risk SIPZ. 2.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 3.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the County GIS map. There are mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 4.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 5.) The project shall adhere to the Best Management Practices (BMPs)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. 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 13, 2003 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 July 9, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 8.) This approval is for a single family residene with attached 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. 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.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 12.) The lot was created through thevine Short Plat#1 on August 22, 1988 ulnr AFN 316466. 13.) The site has access via Old Schoolhouse Road, a county local access road (C501909). Orchard View Lane is a private road (P443). An address of 94 Old Schoolhouse Road, Sequim has been assigned to the parcel. 14.) The site is served by PUD#1 water. 15.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. 16.) Maximum lot coverage shall not exceed 25%. 17.) The building height shall not exceed 35 feet. 18.) Minimum setback from Old Schoolhouse Road right-of-way shall be 20 feet. Minimum setback from Orchard Lane right-of-way shall be 20 feet. Minimum east and south property line setbacks shall be 5 feet. 19.) A septic permit(SEP01-0023)was finaled on April 4, 2001. A building permit (BLD01-0032)for a detached garage was issued on March 6, 2001. A critical area review (CAR01-0033)was finaled on February 6, 2001 for the detached garage. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 ff-MIY IT-4)" 20'-0" 3' 3" 8 -0" 814, 10 2 6" ' P'I' 4 x 10 r rI , HEM -FIR k2 c # p 'o U TYP. PT 4 x 4 POST ON�J / G" C 18" x 18' x 8" CONC FTC —J — — I - W/PB IPC44 4 B �� •------------ II 6'-0" 6:_0" w ,I— —— — --------------------- � (16) 16" x 8" SCREEN VENTS :95) I LOCATE ON SITE I I L--rr— `r II ! 1 CRAWL SPACE • 6 Mil. BIAC'K POLY VB + 91P • 12" MIN OI, 32'-0" 01 6'-0" — 6'-0 I I NT.OSE date:9 LIN E OF CA r �`BAV ARV N TA" 6'•0" TI VM FR. DR. -------- ----------- i I t 1 I it _ t:'.li Lt .1t UT & - --� - - o- - t— T - o-�-- - 1r T - $ , a f I — - — - '-• - i ' - -- I � -. - ♦ , ,,:.t +� to u♦ l '4Ulail RB£U ttR -- REINFORCEMENT a FOOTING SCHEDULE FOR CONCRETE FOUNDATION WALLS WALL HORIL #4 V'ERT Jt4 FOOTING HT. THICKNESS REBAR REBAR SUE 711¢"*t TuP 16h pC MAX 2' 6• I TOP O.C. f•X12" f A C. MA X /zRac. l8 0G MMX 211,-4' 6' I K.O.C. l 6"XIT 1S O.C. IS" O.C. i 'S .g 8- j i0'O.C. 16.O.C. � 8'7CIf• I 5 YK1• FtiD RJ SL I'!• I:RAYi F BAR J1,I I a . , 14 . t. 01;VA4- BARI5 E/ A1 6 4r ,-i _. f 4r 6 a r. fp. 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PLACE TWO SIM[PSON M918 OR PHD2 HOLD r DOWN c END srU"os. / Lo o ti I I I I STND/D jZ,1 j I I I 31'0 a Ar 38'-0" LIVING AMA 19"ayft IT FOUNDATION PLAN Scab Or - F-o" -10 4-1 INTERIOR FIND PONY W .ALL: 2 x 4 @ 16" r -- ___OC W PT SILL PL7ON 12" x 6" CONC. ---- STRIP FI'C N. , _ 1 *4 BARS t / 9 .ALL PI -A 11r.S AND St.t:EPERS IN DIRECr CONTACT W � CONCRETE TO RE TREATED OR FOUNDATION GRADE CEDAR • CRAWL SPACE ACCESS (MLN 18" x 2C) LOCATION TO BE DETERMINED ON SITE METAL DU(TS TO BE SEPARATED FROM THE GROUND BY 4" HOT & COLD WATER PIPING IN UNCONDITIONED SPACES REQUIRE MIN. R-3 INSUI" R-81NSUL ON DUCTS IN UNHEATED SPACES W/ ALL JOINTS SEALED, APPROVE WEATHERPROOF BARRIERS GwW the Btllidmg Deped111er1t at 87344fio prior to maldng changes or revisions to the approved plans NOME, plow are appiew excepting any Kroh ar emdadome. AN pork must pass Itlepeetlon M conformance with all appiia" Sao* and regulations. D911�E �M� D /M r,V G ''NTY DEPT,OF 00")AUNITY DEVELOPMENT PAGE 3 OF 6 #0315 I