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HomeMy WebLinkAboutBLD2003-00197 • BUILDING PERMIT APPL MLA03-00152 TION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD03-00197 Received Date: 3/27/2003 SITE ADDRESS: 500 LOWER HADLOCK RD PORT HADLOCK, 98339 OWNER: ROBERT C MILLER PHONE: TRISHA M MILLER PO BOX 395 PORT HADLOCK WA 983390395 SUBDIVISION: Block: Lot: T 9 - PARCEL NUMBER: 901012001 Section: 1 Township: 29 N Range: 01 W CONTRACTOR: SHOLD EXCAVATING PHONE: (36)385-0480 PO BOX 179 PORT HADLOCK WA 98339 Contractor's License SHOLDI224LT Expires 6/30/2004 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI ADDITION AND REMODEL TO ADU TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 343 VALUATION 31,979.00 ADD'L: 147 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 1 Exist: 1 Wetland Erosion Prop: Prop: Seismic Streams Total: 1 Total: 1 Flood Way Floodplain Routing Date: 3/ to F&W Landslide itz_____ C�Z¢ Shoreline Aquifer I Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $461.95 MAM 03/27/03 55927 APPROVED Plan Check $300.27 MAM 03/27/03 55927 State Building Code $4.50 MAM 03/27/03 55927 APR 2 2 2003 Total: $766.72 Jefferson County Planning & Building Department / di/I i l�Ervd' /i A. S I 41/ gSON G 'Sonarty Bmartr t of Canmwdty BeY�Opnlmit r f °� 621 Sheridan Street,Port Townsard WA 08368 f360]378-4450 ErM - 0 cauoon HIN App Project Description: Building Type: Project Type: Frame Type: >4 Single Family ❑ New A Wood ❑ Garage Attached/Detached N ❑ Addition ❑ Steel ❑ Modular X Alteration/Remodel ❑ Concrete ❑ Commercial 0 Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial X Other ADt4 Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: � ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: 0 X.Individual System ❑ Woodstove ,$ Propane Total: ( Total: ( If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP 5.PO/000 113 Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: /'(#1 1 Square Footage: For Office Use Only r Main Floor sn►)6 — 151.. SO J Consistency Review 47.00 Floor {x20Posap — 3¢2 . 2b 223(y•oy Base fee 7 C •9s Floor P(4)'0'6 P — 14'1- 6-1 116 14.67 Plan Check fee—65% _3900 2 TOTI4 L — 12.4-7: 3 2" 31 c j 1 State Surcharge fee 4. Sip Unhtd Basement Subtotal '2'1 3 • —70- Garage/Carport Pot Water Review fee HIV'L? P l)L ii Decks 911/Rd Approach fee %(S+i 1� Commercial TOTAL iQ 1 Industrial Receipt# s S 7 Other Cash/Check# /'/'7 Q Total Valuation: Initials Or Date ((JJ3��/2a /03 Estimated Cost 2 1/ 0l7 0 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 attomey'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 t p' nt's property or struc e all be r nested and shall occur during regular business hours. Signature: 'lima,✓ ✓ Date: 3 _2 OVER V- H:HOME\PLN TR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00197 Received Date 03/27/2003 SITE ADDRESS: 500 LOWER HADLOCK RD Issue Date 04/18/2003 PORT HADLOCK, 98339 APPLICANT: ROBERT C MILLER PHONE: TRISHA M MILLER&JOHN T SHOLD PO BOX 395 PORT HADLOCK WA 983390395 SUBDIVISION: Block: Lot: T 9- PARCEL NUMBER: 901012001 Section: 1 Township: 29 N Range: 01 W CONTRACTOR: SHOLD EXCAVATING PHONE: (36)385-0480 PO BOX 179 PORT HADLOCK WA 98339 Contractor's License: SHOLDI224LT Expires: 06/30/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: ADDITION AND REMODEL TO ADU REQUIRED INSPECTIONS: [ ] SETBACKS /Foo 'ngs: / //Verc' dr2 - -mot? f., 1,-; Foundation: _ � 11911 [ ] Underground lumbing/Underground Insulation: L.yf'y Puyt7i9S,- ) ,Yv //v r .N F=c9•i Th.3osy- [ ] Shear WaII; L //- / /V 3 [ ] Framing/Plumbing: IA/�(gnt0C-/Ad Orf f 1 Propane Tank/Lines:nt [4( Insulation:d (moo{/ / ��y,J/ 2f l Sheetro � � �6�6�f 1 Septic S Final Approval: [ ] Zoning Final Approval: f 1 Final/Occupancy Approval: );:.C. ii i, e'35 HEALTi`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 A BLD03-00197 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 4, 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: urban shoreline designation; landslide 1; SUSC aquifer recharge area; coastal SIPZ; seismic. 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.) 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. 5.) 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. 6.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and 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 Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 7.) 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. 8.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 9.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 10.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 11.) Critical Aquifer RechargePeas may require special protection measur "s 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. 12.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 13.) 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. 14.) 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). 15.) The revised site plan submitted on April 9, 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 April 14, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 16.) This approval is for an addition and remodel to an ADU 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. 17.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 18.) A minimum of two (2)on-site parking spaces shall be provided for the ADU. 19.) A building permit(BLD01-0469)was finaled for a single family residence on May 17, 3001. A road approach permit(RAP01-0175)was finaled on June 21, 2002. A septic permit (SEP01-0083)was approved on August 22, 2001. 20.) The building height shall not exceed 35 feet. 21.) Minimum setback from Bright Avenue right-of-way is 20 feet. Minimum setback from Lower Hadlock Road right-of-way is 20 feet. Minimum side yard setback is 5 feet. Minimum setback from OHWM is 30 feet. 22.) Brighton Avenue (C648909 and Lower Hadlock Road (C652509) are county local access roads. is\F_BLD_Permit_Buildng.rpt 10/29/1999 -- . C.) i+ Z I-- LLI V) <I.' V••..-• . --• 0 Z '..-- ,....... V.-P0,aM.i..74 li•(Z-Fc 9.,- eC.--tr.....,,,,,,,. >••.:••.... • e, '`C'<YA6.,t iv eC Vt O j „4..zJ...-r-.O.e./,•1 '.o:1•') • .,...t..A, *'•. itK;. . ".. . c.- / / ,7 ' , 4 \ y/. ....,i,.,....(, -( r . ; . 0 • , , 1,1/4. .. -,,,, ••, . • • 4444C,... •4'.' ••? ....,•.:7'.• s,.. tr) .4 A• c t,.....t. „, 14., 's'• IP %P. molitaisol ,ff'• .....P . 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'1 ..03 "••••••*.•.•\ \ v)4. 4,8 --.7 14_ v_t• • ' \\ \.4-.. _ . ,, ' • "4-\'al '•••••‘4:.,-----...-- \0 '14;••• LLI 12./ -1 .Z• ••••cf:No.C1 ••:' \ ••.:2- \ , - I , ' —....0111111111111 ' NC EXISTING MAIN RESIDENGE SITE PLAN SCALE: I "=100'-O" n MA PROPOSED ADDITION — EXISTING ADU LOWER HADLOGK ROAD ETf3AC,< FROM LO SR HADLOGK ZAP PROPOSED ADDITION , 30' SETBACK FROM HIGH WATER MARK SITE DATA LOT 51ZE: BUILDING FOOTPRINTS: EXISTING PROPOSED MAIN LEVEL PROPOSED OBSERVATORY FOOTPRINT TOTAL TOTAL % COVERAGE b733G.87 5F '75,7.50 5F 342.28 SF 147.5G SF 109-7.54 SF 1.26% IMPERVIOUS DEVELOPMENTAL COVERAGE: DRI VEWAY5 ROOF OVERHANGS IST'G BULKHEAD EXIST'G BUILDING PICO SEPTIG TANK 5'� MIN FROM BLD'G \ R.O.W. 15 AT EDGE 0 \ OF PAVEMENT \ \ , CC \ WATER \Sn SITE PLAN SCALE: I "= 20'-O" 1513.15 5F OcI4.431 5F HIGH WATER MARK LINE OF VEGATATION EXIST'G SHED TO BE REMOVED 0 cu U 0 C O p O } , N v O = N L 1 4-1 C/] C`r3 CU DATE:9/20/m DO" RAS REM R N PEA OF 1 GIRDER TRUSS _ LBVI1.88 2 — -- i — 4x4 ITT211.aa _ (TYP.) - I� 4x4 4 4x6 145TC 2 — -- ---_ --- —--5Y4°xll LVL (0------- — 1 TRIMMERS I PG44 I ON 4x4 IUTII LBVII.aa-2 N H5T5 4x6 �, I W ^ I I U p _� I GGQS-45D52.5 LL v J N I PG4 ON 4x4 N I r O I I I l m PG44 _ I } PG44 411� ON 4x�4p+ J 1 3/a''xl l /e" - J LBV11 8a-2 I�X _. II� im LVLS ALIGNS W/ FIR5T WALL LINE BLK'G I EXTEND SHT'G TO LVL BOTTOM OF LVL (2) HUSGI.81/10 IUTT211 SEGOND FLOOR FRAMING PLAN IP C SCALE: Y4"=I'-O" n P�iIr- - -- --_ --- �— — — — — — — — — —� m ) ABU44 24"X56"x5" FT'G PAD m � WAY R 6" O.G. EA 5STBI6 I I I I 55TBI6 I i 4'-103/gL ABUT I © 4- CONCRETE SLAB, OVER 2" 5AND, I /OVER 6MILL VAPOR BARRIER. TO I I _ BE INSTALLED OVER UNDISTURBED _ ® " Ot&TiaN5&LACrR COMPACTED A(j I 5TRUCTURAL FILL. 1 An AB044 SSTBI6 II I ENLARGE FT'G l-j L - — — — — — — — — — — -- — ---J r 11-1I——11�-111— - \� — i 55TBI6 X I TURN DOWN SLAB ABU44 .-lY6ue- 55TB20 55TBI6 P ro 71 ---------to- Yax5/o 5LDR Yax o SLDR I_ I I lm I I 4x4 POST WALK-IN I O I � POST BEDROOM z I I �bxb/a 4xb POST Q a I �Z 0ILI �I �JALK-I N SHOWER r1#14 ® r 0 6x6Ya 4x4 P05T I i m 'Y6x6Ya 2Y4X% 1 , ---- r-- 50' 5ETBA6K FROM HMM O N 0 V 3 z GLASS BLO,�K'I (I �6 i `r 3 4I-0I OVERHANG 1 I UP _ 1 I ) 2 1 OFFIGE z 1 I ALL GLJ or RAIL I ! 39/ FLAT GL'G 1 VAULTED GL'G � i N COMPLY ON DEMAND SOFFIT I w f-4ATER HEATER I DVAULTED GL'G IREGT VENT BUIL j OUTSIDE 012"x22" DE5K m I LOWERED DOOR K TIGHEN I EXISTING UVF FOR 60MBU5TION AIR EX15T'G WALL5 I DINING K x SETBAC Uj FROM HMM N ,�'/✓r O rG f %� t-TIC iO /T S� M R Y S r $oe-r-y E477-4t'-tZ mPfp- .gTED7 r-1 // O � EXISTING I EXISTING BATH o(I I LIVING 2'-5" 11 MAIN FLOOR PLAN #4 BAR DOWELS I 24" O.G. 12" DEEP SCALE: Y4"=1'-O" Q n *, .�.1 \�Q�Q( l� ", PROPO ED MAIN LEVEL INTO EXIST'G SLAB `It'L `�'\1��� v� - - PROP05ED OBSERVATORY TOTAL SF ADU FOUNDATION PLAN se-c ArV7 f-,1acH!L=7a sH7- FC Construction Document La T"1 14CoMac4 the Building Department REVISED dafe: � /[L� NOTICE, plans are approved excepting at 379-4450 prior to making changes C�" any errors or omissions. All work must or revisions to the approved plans pass Impaction In conformance with all applicable ppllwble codes and regulations. MAR 21 2003 0 AV rJ C Q0 AND GLAZING SHALL I CHAPTER 24, 1997 UBC AMENDED BY i1NGTON STATE IG CODE COUNCIL !'.a: ;rt Yk -R, i m _ d � o m o m I m m o� m w =' 757.50 5F 542.2b 5F 147.59 5F 1247.5& 5F DATE 317VM ON* R a DEVISM ma, OF 9 ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24, 1997 UBC HI ® ALL AS AMENDED BY MONO-PITGH TRUSSES TRUSSES WASHINGTON STATE ® 24" O.G. PUILDING CODE COUNCIL 4xb DF# 2 4x8 DF# 2 HDM#3 �1 HI6-25 WRAP AROUND BEAM -_ - 4x8 DF#2 L — GIRDER TRU55 HI ®ALL — — — — - — — %X<4/, PIG TRUSSES I = . — — i QLU �{ 5'-Oyg" BOOKS e CST I R' h 2x12 STICK FRAME — — UPPER ROOF x V X , — i � LL OBSERVATION � d _ MONO -PITCH TRUSSES Q x I - ® 24" O.G. HD MITERED ART. N MONO-PITGH TRUSSES ® 24" O.G. I C` 2'-8, wir 3 BOOKS U� V *+1b m —Hl ALL 1- -- %,x3/v PIG 1� RAFTERS L5TA24 STRAPS F aj O TO HEADER Ili = m co q N VERIFY EXIST'G - BEAM D EXI5T'G FRAMING 5'-3" 3'-I" RAFTERS ROOF FRAM I NO PLAN SCALE: Y4"=1'-O" DBL STUD r GORNER DETAIL SCALE: 3/4"= I'-O" �: fING EXTERIOR TRIM NDOH FRAME HANDR GLASS BLOCK SECOND FLOOR PLAN (PROPOSED 5GALE: )4'=1'-O" EXISTING 757.50 5F PROPOSED MAIN LEVEL 365.66 5F PROPOSED OBSERVATORY 122.70 5F TOTAL 5F ADU 12432>6 SF STAIRS ENLARGED VIEW ;r" 3 9 56ALE: 3/4"= I'-O" 5 yl7C,9 e- RZ 4> C= CU E C7 Cr7 C O CO O }, CV L3 Q = Cam! -J I C/] CV3 C= C3 GU 0AX 3/7WM ,Pjwk h7s ASYISE& N I NOTICE. Plans are approved excepting 0 F 9 any errors or omissions. All work must Oo t ct the Building Department pass Inspection In conformance with at 379-4450 prior to making changes all applicable codes and regulations. or revisions to the approved plena