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HomeMy WebLinkAboutBLD2002-00433 • 02 BUILDING PERMIT APPLICATION ML ReviewType: Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00433 Received Date: 8/2/2002 SITE ADDRESS: 8593 FLAGLER RD NORDLAND, 98358 OWNER: DENNIS G DILLE PHONE: (360)379-6555 JOANNE H DILLE 8593 FLAGLER RD NORDLAND WA 98358-9648 SUBDIVISION: NOLTON'S E P T Block: Q Lot: 7&8 PARCEL NUMBER: 975901206 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: OWNER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 13,576.00 MAIN: CODE EDITION: 1997 ADD'L: HEAT TYPE: UH OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: GARAGE: 576 SHORELINE: CONST TYPE: SETBACK: 165 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: (;1 62 F&W Landslide PO Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $237.25 MAM 08/02/02 49300 Plan Check $154.21 MAM 08/02/02 49300 A r - ROVE State Building Code $4.50 MAM 08/02/02 49300 Total: $395.96 r-- Jeffer(., ,,,, & �f u ;� ty Pfannin epan p4# � at ./0;11101 SC BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00433 Received Date 08/2/2002 SITE ADDRESS: 8593 FLAGLER RD Issue Date 09/25/2002 NORDLAND, 98358 APPLICANT: DENNIS G DILLE PHONE: (360)379-6555 JOANNE H DILLE 8593 FLAGLER RD NORDLAND WA 98358-9648 SUBDIVISION: NOLTON'S E P T Block: Q Lot: 7&8 PARCEL NUMBER: 975901206 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION GARAGE KtOUIKtU INSI'tL.I IONS: [ ] SETBACKS / Footings: [ ] Foundation: / did /p .-3d-O Z [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] C.,FraminYPlumbing: twp-o the s/� [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval:] Final/Occupancy Approval: OK -Por --L114 ccfE , 5/ 'HEALTH DEPARTMENT APPROVAL REUIRDb%PRIOR TO INAL 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 J F�t(i tto Tli HOT LINE AVAILABLE 24 HOURS A DAY d Epoxy $ON Jefferson Camty%artment of Community Development 621 Sheridan Street,Port Townsend WA 88368 13601 378-4450 CqS NPerm ip O Apcj ©n r Project Description: (iir9e Ald" e ken— AUG -2 2OO' Building Type: Project Type: Fr me Type: ❑ Single Family ❑ New Wood Garage Attached/Detached Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel 0 Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: A,A Bedrooms: 4''4 Type of Sewage Disposal: AA Type of Heat: ATt Choose one: Existing: Existing: t1 ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: ❑ Individual S stem Total: Total: �? y ❑ Woodstove C] Propane r If not sewer,fill out the following: LiHeat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: A(,1 1 ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor —` Consistency Review '—" 2ND Floor Base fee 237.25 3rd Floor Plan Check fee—65% (St+-24 Htd Basement State Surcharge fee 4.so Unhtd Basement s�" Mr Subtotal '�Q5-Q6p Garage/Carport /6,e -4 i. 7 (0* Pot Water Review feePP 0 Decks 911/Rd Approach fee ,rye �Y Commercial TOTAL 3Q 5.9 �► Industrial Receipt# 4 3450 Other Cash/Check# [35/ Total Valuation: Initials Pfze Or Q Date g1�� � r** Estimated Cost: 1 { COO•0 If within 200' of the Shoreline, / Distance to Bank or Ordinary High Water Mark /� ft. Bank Height 0 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 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 proper or structure shall be requested and shall occur during regular business hours. Signaturee �;G 9áith Date: al .?, ..2o O 'ER f. H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • • SPECIAL CONDITIONS FOR CASE BLD02-00433 1.) EPDXY WILL REQUIRE SPECIAL INSPECTION. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on August 6, 2002 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 and Sole Source Aquifer Recharge Area; Special Aquifer Protection Area; Wetlands and Flood Hazard along the shoreline; Conservancy Shoreline. 3.) 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. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 6.) 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. 7.) 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. 8.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 9.) The applicant is proposing to create or add 520 square feet of impervious surface and no land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Managment Practices (BMPs). 10.) 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. 11.) 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). 12.) A Declaration of Restrictive Covenant was recorded on September 23, 2002 under AFN 460308 to allow development to span parcels 975901206, Block 1, lots 7 & 8 &Tax 8 and 975900106, Block 1, Lots 7 & 8. 13.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 14.) The building height is not to exceed 35 feet. 15.) Minimum setback from parcel boundary adjacent to Flagler Rd is 20 feet. minimum side setbacks are 5 feet. Minimum setback from the top of the shoreline bank is 30 feet. 16.) A minimum of two on-site parking spaces are required for a single family residence. 17.) This parcel has been designs* as Rural Residential 1:5 under the Jeffers n County Comprehensive Plan Land Use Map effective August 28, 1998. 18.) This parcel was created through the Nolton's East Port Townsend Addition subdivision December 19, 1889 and recorded under Vol 2, p 36 of long plats. 19.) Flagler Rd (C596209) is a county local access road at this location. The road approach is existing and an address of 8593 Flagler Rd has been assigned to the parcel. 20.) A septic permit(SEP74-00105)was finaled September 4, 1974 for a system with capacity of 240 gallons per day. A septic permit(SEPO-00045)was issued April 10, 2000 to move the septic tank and pump chamber and designate a reserve drainfield area. The associated critical area review(CAR00-00116)was finaled on March 27, 2000. SEP74-00105 is now filed with SEP00-00045. 21.) This site is served by a private well on-site. 22.) The revised site plan as submitted with the building application on September 17, 2002 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 September 20, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 23.) This approval is for a garage addition and single family residence addition and remodel 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. i:\F_BLD_Permit_Buildng.rpt 10/29/19 GENERAL PROJECT NOTES: U DRAWINGS ARE PARTIALLY DIAGRAMMATIC AND DO NOT NECESSARILY SHOW ALL CONDITIONS, MATERIALS, OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL ASCERTAIN THE FULL SCOPE OF THE WORK AND BRING ALL COMPONENTS TOGETHER AS A COMPLETED PROJECT. 2) ALL WOW SHALL CONFORM TO THE rnl UBC, UFC, UPC, UMC, 1994 WSEC AND ANY LOCAL CODES OR COVENEN75 THAT ARE APPLICABLE. 3) DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS IN THE FEILD AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIE5. MEC�4ANICAL NOTES: 1) SOURCE SPECIFIC FANS SHALL BE MANUAL OPERATED CONTROLS. EXHAUST DUCTS SHALL BE INSULATED TO R-4 MIN. IN UNCONDITIONED SPACES AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. 2) ALL HOSE BIBS SHALL BE FREEZE PROOF WITH BACKFLOW PREVENTER 3) SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH A BATTERY BACKUP, N0. ON AVENUE (VACATED) PROPERTY LINE / /0 EXTG SEPTIC NEW TANK 4 PUMP DECK CHAMBER EXTG _APpR_ x TOP or (`; HOUSE rMST BOl1JDARY �� - - - NEW OF UPLANDS \ ADDITION 129b3' — - — — �7 E 73 PROPERTY LINE S 17 E i= L- ,r4N SCALE: I" - 20'-0" NORTH GRAVEL PAWING EXISTING DRIVEWAY 1331' EXTG I 1311' @XTG Iz -----I Izi I i w DDRR.AVIELD III O I o I I bl.ib' EXISTNG �, I I I NEW ADDITI I_ J POWER I w EXTG __ Q Lu LL A =MODIEIL, & ADDHIl`d(aN FOR h�fR & hu 5 DIENNHE D - �ti ��•�_ I l _�•�(� I I I I'Z I'� (�E I ). 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BATH \\ Y- L 3'-b' 2'-1' 2468� GLASS aFAIN BLOCK \� 4xb Th. COL rQ \\ IN MULLION W TILE R � it �� ?? E 2010 \\ FIREPLACE\�y f E:l I EXTG 3 1w x 1h� 3Agq BLOC Oco sw sw LLL===!jJl EXTG EXTG 3'-10' 34' 1'-1' 1 3'-1" 16.0 NEW NEW EXISTING - VERIFY EXISTING CARPORT - VERN,:Y V-3" I'-B' W-3' s,x8' OHD � l L GARAGE ADDITION 24'-0' 1 NEW �0 T r � N � M NEW WALL LEGEND ® NEW WALLS EXISTING WALLS TO REMAIN EXISTING WALLS TO 6E REMOVED 74 1 N L r SCALE: 114" . EXISTING WALL EXISTING GARAGE/SHOP NO woo 28'-0' EXISTING - VERIFY ATDOUBLE TOP PLATE ROOF „n 9 W. `— PLATE 1/4" x 5" x 2'-6' w/ (4) 5/8' dia BOLTS TA COUJ N 6'x4'x5/I6 (CONTINUOUS) BRACE FRAr%iE ROOF CONNECTION SCALE: V ■ I'-O" KNIFE PLATE 1/4' x 8" x O'-8" w/ (2) 5/8" d1a BOL WOO BEAM -/ I(EW FOR IQ•lTE I/4 BEARING PLATE — 1/4" x BM WIDTH x O'-8" TbCOLUMN b". x4"x5/16 (CONTINUOUS) 4x PLATE BOLTED TO T.S. ERECTION BOLT 1— BY CONTRACTO 8RASE FRA1"« BE Ar f DETAIL SCALE: P ■ 1'-0" Jam` OT M: sw FOR 2 SHEAR LUALLa gCFEDULE OOR f'L"N EXTC= I -LOUSE a 1,012 5F "OLIVE ,ADDITION • S&S SP DECK 0 &15 51= TA 8' x 4' x 5/Ib w/ 5/8" dia THREADED STUDS • 16" O/C SIDE PLATE 3/8' x 1�" x 1'-0' EACH SIDE NORT1-1 z ram_' I� p� A �z z O A Q A� O O� (L��! ^ a ��I A O W 0 cc W i •s � LL - - o J4r s �T O 1 O z A Wx O CID m m m 0 o �. m w O T� rn a co D: =I I 3 1EWA ONC TOPPING SLAB 0 AT 12" TER PRb C EA WAY 3 1 2" CONC TOPPING SLAB HAND RAIL __i OF MEMBRANE W/ 4 AT 12" 0/C EA WAY OVE WATER PROOOF MEMBRANE BY OTHERS SLOPE (2) 3/4' PLYrO W/ Bd GALV HAND RAC -_� " NOTE: ALL EXISTING CONDITIONS 2X12 EXISTING W �' F- BOX AT 6" O/C BY OTHERS S� 3/4 FLtiWPW/ Bd GALV ARE NOT VERIFIED. NOTIFY TO EXISTING RAINING BOX AT 6 0/C r - - - - (2) LAYERS ARCHITECT OF ANY DISCREPANCIES - - - - - - - 3 1 2" CONC TOPPING SLAB 2x12 RIM JOIST W/ 3-16d 2x12 DF If2 W%% 4 AT 12' 0//C EA WAY TOENAILS TO P.T. P AT 16" O/C 2x12 RIM JOIST W/ 3-16d 2x12 OF #2 OVEIf WATER PROOF MEMBRANE TOENAILS TO P.T. P AT 16" O/C SLOPE - - - - - (2) LAYERS �— 3/4"PLYWDW/ 8d GALV W / �x66P OSB W L Bd / BOX AT 6 O/C / LAP OSB SHEATH'G GALV BOX AT 6' 0/C P.T. P W 'BP5/8 P � Q ON RIM JOIST EMBED WASHER AT 4'-0" /C Q EXIST'G WOOD ^ a FRAMING � / / I-H W/2H1D CLIP AT LEDGER W% 1� STUDS W/ OI�dC /BP5 8 P (Y., A A Q 2x6 P.T. P W // 0 M XIMUM JOIST SPAN 10'-0" G LV BOX AT 6" 0/C WASHER AT 4'-0" O/C - - o � Z EMBED 9" f--1 WALLEXISTG B" CONC III - ##4 VERT BARS AT y1-� WALL - WATER PROOF 12" O/C CENTERED Z Z HOOKEENDRT AT 12 0/C WALL IN WALL FULL HEIGHT Q Z 4x12 LEDGER W1 5 8' DIA THREADED RODS EPDXY GROUTED FREE DRAINING GRANULAR AT 12" O/C, EMBED 5" x #4 HORIZ AT 12" O/C BACK FILL (18" MIN WIDTH) a 4 HORIZ AT Q W Q III 2 O/C < F--I -IIIEK o Q 04 D CK X T i-I O U S - III (01 SLAB ON GRADE TO BE C a f4 L DOWELS IN PLACE PRIOR TO BACK Id III T 12- O/C ' FILLING WALL '� „� U► N � W CONT 1 1/2- CLEAR O DOWELS - - 6" 8" 6" s W 1 4 AT 18" 1 /C o NOTE: WALL PRIOR TO Q 024 it �ET 1NINWALL INSTALLING DECK JOISTS. I 2 SCALE: 3/4" I'-O" O ° 1 B �'� (REFERENCE) I6'-b� _ FT'G DRAIN T-0" 8" T-O" 3- 4 CONT o 1 BY cc OTHERS N..l.. b 2-p ft i��TA IN IN1 LU 4LL 03 I r04 I 1' LINE OF 3 r NEW DECK ABOVE I I I I W/24 AON 2 O/C N // 0 OTHERS O SLOPE TER PROD MEMBRANE 3/4 KtyWD W/ 8d GALV H�, Q RAIL ---------- BY Li BOX AT 6 0/C A z r- - - _ _- -_ _- - t - (2)LAYtRS- STAG,&E9- BEAM �W+ 2x12 RFm JOlaT W/ 3-15d 2x12 DF #2 � w O J I I TOENAILS TO P.T. P AT 16" 0/C A fZ U 3068 NEW STORAGE I � C 1 I I CD NEW I I AT pip OoCOWC. SLAB ADDITION � 32O/C rn r- — — — — — J (CRAWL SPACE) - -III WASHER AT '-0 /C cd CO - 0 � 3068 § I I III 2x6 P.T. P W/ BP5/8 P A � cq WATER PROOF - EMBED 9" 4 0o O O I I WALL a. O N .. cc IV .0 � 0 to ai NEW I VERT BARS f2 HOO/CIZ AT PT 12R 0/C CENTERED IN O y y� — STAIRS I I i WALL FULL HEIGHT co d tC � I . O C= - , CUT OF'ENNG IN EXTG WALL L BACK DFIILLI (18" MIN NING NUDTH) CLAR ) a° a BELOW EXTG b' WINDOW FOR NEW DOOR TO STORAGE PATCH / REPAIR EXTG ° 11=III o LINE OF WALLS 1 CLG AS REQUIRED REMOVE EXTG EXTG WALL ABOVE MAINTAIN EXISTING WINDOW STAIRS ##5 ((GR 60) DOWELS TO BE REMOVED HEADER AT OPENING I I AT 12' 0/C 1 1/2' x 3 1/2' CONT KE0 SLAB ON GRADE TO BE / / 1 1/2 CLEAR IN PLACE PRIOR TO BACK / / FILLING WALL / / ## DOWELS LINE OF NEW I I / / I I AT 9- 0/C4 TOP RS - � ` WALL ABOVE / / � �j / EXiG I I a a ,77 • . . 0 b - - - ��\ xr RESIDENCE I I 4 T 8OT BARS e - NOTBACKE: WALL PRIOR TO E G fl ■ • t a INSTALLING DECK JOISTS. 0 o e e VA FT'G DRAIN 1 2'-0 8" 1'-6' 3- 4 CONT Pq� BY OTHERS 4'_2• 1 1 1 .04 9 ft i��T�4ININC UJALL SCALE: 3/4" I'-O" 0106 W I L BASEMENT 3'-0"LNE 36 -O, NEW W EXISTING - VERIFY EXISTING CARPOR -VERIFY SC_,4L E : 1 /4 " 1 ' - O " EXTG BASEMENT . 912 OF NEW STORAGE IN 326 SF NORTI-4 A03