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HomeMy WebLinkAboutBLD2002-00594 • • BUILDING PERMIT Jefferson County pmmi 621 Sheridan De Streetart, Portent of Townsend, mun W ty AD 98368Development (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00594 Received Date 10/8/2002 SITE ADDRESS: 4123 PARADISE BAY RD Issue Date 11/26/2002 PORT LUDLOW, 98365 APPLICANT: JOHN F LYNCH PHONE: (360)437-4028 SHARON B LYNCH 4123 PARADISE BAY ROAD PORT LUDLOW WA 98365 SUBDIVISION: Block: Lot: T 7 PARCEL NUMBER: 821262009 Section: 26 Township: 28 N Range: 01 E CONTRACTOR: PARADISE BAY DESIGN & CONST PHONE: (360)437-9344 PO BOX 545 CHIMACUM WA 98325 Contractor's License: PARADBD141 KW Expires: 03/29/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION DETACHED STUDIO W/ BTHRM REQUIRED INSPECTIONS: [ ] SETBACKS / Footings: [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval: [ ] Final/Occupancy Approval: 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 • SPECIAL CONDITIONS FOR CASE BLD02-00594 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 10/14/02 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: Seismic Hazard Area, Shoreline (Suburban) and 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.) 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.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 6.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 7.) The applicant is proposing to create or add 975 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPs) to control sedimentation and erosion on the subject property. 8.) 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. 9.) The site plan as submitted with the building application on 10/08/02 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 10/15/02 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) The proposed structure will be located more than 200-feet from the Ordinary High Water Mark (OHWM) and is therefore not subject to the Jefferson County Shoreline Master Program. 11.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, driveways, concrete, etc. 12.) The building height is not to exceed 35 feet. 13.) Paradise Bay Road is classified as a Local Access Road and requires a minimum 20-foot setback. The sides shall maintain a minimum 5-foot setback. The rear lot line is adjacent to the shoreline and is subject to setbacks governed by the Jefferson County Shoreline Master Program. is\F_BLD_Permit_Bu ild ng.rpt 10/29/19 03 UILDING PERMIT APPLICAON MLA02-00532ReviewType: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00594 Received Date: 10/8/2002 SITE ADDRESS: 4123 PARADISE BAY RD PORT LUDLOW, 98365 OWNER: JOHN F LYNCH PHONE: (360)437-4028 SHARON B LYNCH 4123 PARADISE BAY ROAD PORT LUDLOW WA 98365 SUBDIVISION: Block: Lot: T 7 PARCEL NUMBER: 821262009 Section: 26 Township: 28 N Range: 01 E CONTRACTOR: PARADISE BAY DESIGN & CONST PHONE: (360)437-9344 PO BOX 545 CHIMACUM WA 98325 Contractor's License PARADBD141KW Expires 3/29/2003 REPRESENTATIVE: BILL IRWIN PHONE: (360)437-4028 PARADISE BAY DESIGN & CONST PO BOX 545 PROJECT DESCRIPTIOP DETACHED STUDIO W/ BTHRM TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 624 VALUATION 47,146.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 272 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: 1 Seismic Streams Total: Total: 1 Flood Way Floodplain Routing Date: F&W Landslide ;>= " d Z Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: AP�Y)-• Permit $623.55 MAM 10/08/02 51130 E� lia Plan Check $405.31 MAM 10/08/02 51130 NOV Z 6 1001 ,,a, State Building Code $4.50 MAM 10/08/02 51130 J0efferson Count Total: $1,033.36 & Building Y Punning g depart nt ��ozv co Jefferson Co. t of Community Development f 821 Sle idan Street,Port Townsend WA 88388[3601370-4450 ti �- `;_ 0 p A CCITOOla r Project Description: F ' Building Type: Proje .,' ,-�" Frame Type: ❑ Single Family yi, Ne\,,. •'y Ir. �, Wood Garage Attached/Detached ❑ Additn .( v (`O ❑ Steel ❑ Modular ❑ Alteration/Rem \ �`.(�®v ❑ Concrete ❑ Commercial ❑ Repair ��®�``�` ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition cR ❑ Other: ❑ Industrial 1 °% Other: ► o* �31VPIT, Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: ep Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: I Proposed: ` Individual System ❑ Woodstove rAPropane Total: Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional Alternative ❑ Other P,(2.,,,,,r Permit# SEP 97- O(blg Water Supply: Ir."' Private well I' .'.9' ' '"✓'' Piblic:Name of water system: Square Footage: 1 � For Office Use Only Main Floor G.24 I�\� `1 3 ;'"1 Consistency Review 47.00 2ND Floor ! Base fee (0,43_5-3 3rd Floor Plan Check fee-65% Li 0 <) ' 3 Htd Basement State Surcharge fee / `� ) C_) Unhtd Basement I �\ /Subtotal C ro 3 ?� Garage/Carport I `\\�' Pot Water Review fee ` `--�' Decks 272 \ 911/Rd Approach fee Commercial I TOTAL /6 ar0-- 3 Industrial j Receipt# 5 7/3 c. Other Cash/Check# 02`ty -1 Total Valuation: `'� nitials IQ Or ��1 Date l b -%- (5�, Estimated Cost 4(0 SDO If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark I 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 o this application packet may result in this permit being null and void. . further agree to save,indem nd he d harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue • t Jefferson County as a s t f o in onsequence of the granting of this permit. I -e to provid• c s a ht. en • to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access a .f en e p nt's. ope or structure shall be requested and shall occur during regular business hours. Signature: Date: (6 6 -t OVER H:1 TOME\PLNCNIR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 .H ' 414 ' - 4' ' f / w . \I If' pg,1Q&\{ J t ‘,j '-''; '4". tif ,0 il' If r r--- '4 � A CI 0 yL�a c 77,:; s3.- ''* ii / gor � f A,L.L - "0*- -;-4t1717‘‘72-A / / 40 ..i., *pat f, it 'zt ii _..,F„ 1/) / Nc,� • 11 ii z � • o O I // �/ o �N • O• N C / . 0 H - O H �, N (:4 ''..p g° K ti /'') ?is --� H b fir. v" iv g N i 4'1- , c, c,) ,u c.i, d w cb a)= 4:. k , ,,,,-T.„ illb op , , ' m. Not m $i a 0 dD E-,,,;, , 0, 0. vii • E1t0'5T' ' a $ c / s0 � �- - i- -... _ .J- 1---W----- -.0Fillr ' / s' ,,/ ,. CO /. —I t a 1 / / r .' . /• w Z, O m fTl OO f : ♦ V Gi / ,),. CV ..4\%.1 C6 > z �mpi / 6' ! 4 .� r a ^/ -3,-iN •i Zi. ^o i . . / /,o 00 /� \d / /� C \� /. co->��� /--V.--- / PROJECT: PROPOSED STUDIO OWNER'S REP: BILL IRWIN ARCHITECT: MAGER ARCHITECTS PARADISE BAY CONSTRUCTION SHEET 360-437-9344 H. 360-344-3105 PROJECT ADDRESS: 4123 PARADISE BAY RD. DATE: SEPTEMBER 19, 2002 OWNER: JOHN & SHARON LYNCH PARCEL# . 821-262-009 LOT AREA: APPROX. 4,081 ACRE LEGAL: NW1/4NW1/4, SEC 26, T 28N, R1E,,WM. SCALE: 1" = 80.00' OF ONE CEIL HT. - 0 FIN FLOOR- J— - CEIL HT. - 0 I it '#Tv MET GUTTERS 15PT5 O DRAIN LINE 'DN WALL FIN GRADE GALV MET AREA WALLS 18"X12" 5CKEENED VENT5 ------------ L----------- ------------------ /DOT OF FTG 12 3 WE5T ELEVATION NOT TO 5CALE A81 �1 II 5KYLT' II �'i \ L�l /=, J co 0 FIN FLOOR- J 11 --------------- -------------- ---- ------ APPROX FIN GRADE RAILING TO DOT OF FTC MATCH EX15T EA5T ELEVATION 16"X12" 5CREENED VENT5 o TEA HOUSE NOT TO SCALE DEYOND @ DL.DG WALL 12 31 03 12 3 - -CEIL HT 0 CONC FOUND 0 ry UP 11/11/1 MOPROPANE STOVE JOTUL GF 3 ALLAGA5H INSTALL PER CODE + MANUFR5. INTRUGTN5. D A4 25'-0" — OFFICE w�oi � �.SKYLT ADV IVELUX MOD 606) Ar- $ I DESK ----F1 - FLOOR PLAN 5CALE 1/4" • 1'-0" ----------------------------------------------------------- An H @An HTR. An ;ELECT PANEL ----- ----- � RR ' FIN & X FIN FLR A� A A A FIN GRADE DECK - Im SOUTH ELEVATION NOT TO 5CALE ------------------------------------------------------------------- , ------------------------------------------------------------- - - - - -- NORTH ELEVATION NOT TO 5CA1_E ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24, 1997 U13C AS AM F'DED BY WASHINC'3ON STATE BUILDING CODE COUNCIL *3v i PROP A]a A An STOVE , An An A ` I i i A An NA - --' TO YARD LT5 + ' 5WITCH ca MAIN ' HOUSE - -- - ' ELECTRICAL PLAN 5CALE" 1143" • I'-O" 2903I MAGER ARCHITECTS HS �� P,O,Box 1969 R°°e�la` M. MAc,ER Port Townsend, WA 98368 STATE CF WAS41F13TON (800) 261-9381 (local:344-3105) c-- SYMBOL SCHEDULE: C 6 w v TYP. 12" EXTERIOR WALL. 2X12 STUDS @ 16" OC ® TYP. 6" EXTERIOR WALL. 2X6 STUDS @ 16" OC (SEE STRUCT FOR BRACED WALL PNLS) © TYP. 4" INTERIOR WALL. 2X4 STUDS @ 16" OC 2X6 PLUMBING WALL. 2X6 STUDS @ 16" OC A r--drawing no. SECTION A4L_sheet no. WOW 5YM80L fROU6H OPG. WDW #—�4016 I4'-0"W X 1'-6"HI ELECTRICAL SYMBOL KEY: LGHTNG OUTLETS URMCATES nXT.TYPE, SEE 807 01 A16" RECESSED CAN DNLT, TRrDK14TE6 WTYPE, SEE SCKDJ B WALL LIGHT �LTRPCCATEE nX r.TYPE, SEE SCF£DJ A0 SURF, MITD, LIGHT FAN / INCAND, LIGHT COMB, FAN/HEAT LAMP RECEPTACLE OUTLETS =C) DUPLEX OUTLET =@ QUADRUPLEX OUTLET 8 FLOOR SGL. RECEPT, OUTLET @ FLOOR DBL, RECEPT, OUTLET GROUND FAULT INTERRUPTED OUTLET wP WEATHERPROOF GFI OUTLET 220 OUTLET {1} SPECIAL PURPOSE CONNECTION SWITCH OUTLETS SWITCH 3 3-WAY SWITCH R SWITCH W/ RHEOSTAT T TIMER SWITCH MISCELLANEOUS 0 PUSH BUTTON C BELL OR BUZZER (VERIFY) -0 THERMOSTAT ELECTRICAL PANEL - PHONE -TV TELEVISION STUDIO for John Lynch Port Ludlow, Washington Drawing Date: 10-01-02 Drewn by! PM Checked by Approved by: Scale: 1/4' = 1' 0" REVISIONS No. Date By Description FLOOR PLAN EXT, ELEVATIONS ELECTRICAL PLAN Project No ; Drawing W A-2 OF FOUR Release Date : Percent of Completion ;