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HomeMy WebLinkAboutBLD2004-00328 alkUILDING PERMIT APPLIC N Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00328 Received Date: 5/19/2004 SITE ADDRESS: 86 TIMBER RIDGE DR PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: TIMBERTON VILLAGE PHASE II Block: Lot: 52 PARCEL NUMBER: 998500052 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2006 REPRESENTATIVE: JEFF EVANGER PHONE: (360)437-2101 781 WALKER WAY PORT LUDLOW WA 98365 PROJECT DESCRIPTION BASEMENT - NO MLA REQ TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ALT MAIN: VALUATION 31,987.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: 490 HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 3 Exist: 3 Wetland Erosion Prop: 1 Prop: 1 Seismic Streams Total: 4 Total: 4 Flood Way Floodplain Routing Date: ' F&W Landslide Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A :T••c•�• a:r 'o b ED Permit $461.95 KAS 05/19/04 64465 Plan Check $300.27 KAS 05/19/04 64465 MAY 2 6 nett State Building Code $4.50 KAS 05/19/04 64465 Potable Water Application $52.00 KAS 05/19/04 64465 Jefferson County Planning & Building Department Total: $818.72 C , Gtfi 41110 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00328 Received Date 05/19/2004 SITE ADDRESS: 86 TIMBER RIDGE DR PORT LUDLOW, 98365 Issue Date 05/26/2004 APPLICANT: PORT LUDLOW ASSOCIATES LLC 70 BREAKER LN PHONE: (360)437-2101 PORT LUDLOW WA 98365-9766 SUBDIVISION: TIMBERTON VILLAGE PHASE II Block: Lot: 52 PARCEL NUMBER: 998500052 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC 70 BREAKER LN PHONE: (360)437-2101 PORT LUDLOW WA 98365 Contractor's License: PORTLAL994L8 Expires: 05/02/2006 PROJECT DESCRIPTION: BASEMENT WITH BEDROOM, OFFICE AND BATHROOM - NO CHANGE IN FOOTPRINT - NO MLA REQ'D REQUIRED INSPECTIONS: [ ) aE=TBACKS: [ ] UFFER: ['] Footing: [ ] Foundation: [ ] Stormwater FINAL Approval: i' •Underground Plumbing: [y1 ( ] Underground Insulation: [ ] Shear Wall : f 3 Framing. �v-1�'�y -f6.1 Plumbi [ ] Propane ank/Lines: Insulation: pf{ �Oiz/o4‘�/ Sheetrock:/ 0?",/,L ] Septic Sytem Finaal Aoval: I Road Approach Final Approval: [ ] Zoning Final Approval: f-1. Final/Occupancy Approval: r Ma l .'d frailrff 4 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 I:1F_BLD_Permit_Buildng.rpt 10/29/19 • • , w6 JEFFERSON COUNTY /AtvDEPARTMENT OF COMMUNITY DEVELOPMENT � '" Y 621 Sheridan Street• Port Townsend •Washington 98368 1( 360/379-4450 • 360/379-4451 Fax 11/N http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: felartilD j)ecl S 0 C; DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E.,SITE), Size of parcel acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet -7t2i:e;.� sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow, elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3/acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes No Well,utilities,etc. sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking,etc. sq/ft Circle: Yes No Lawn,landscaping,etc. sq/ft Other compacted surface,etc. //� sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance C) sq/ft Cut 0 Fill C) (cu/yd) [over] MAY 1 9 2004 stormwater cat worksheet.doc—REV.10/12/2003 1 • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) /ft Structures(all roof area) 2 4 az sq/ft Sidewalks sq/ft Sidewalks J 't) sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks 2 2.0 sq/ft (without infiltration below) (without infiltration below) Driveway sq/ft Driveway t U sq/ft Other sq/ft Other sq/ft Total New 0 sq/ft Total Existing ?e9 22_ sq/ft TOTAL NEW+TOTAL EXISTING* 30Z7 sq/ft *This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT ( Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: d Z,7% Does the site have 35%or more of existing impervious surface? Circle: Yes -) No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my nowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the cte pr perty. ,..._ i _ ,s--//y,v, LANDOWNER OR 0 IZ R ESENTATI IGNATURE (DATE) ii5',.:15:S Orreta•iW.:Z.yfitt:F,�I+��G{iyaj•:i iiiiiasi asi:::: i nisi w::,::,:i:::: :igii aiisi:: :/y::i�:ti inisi:�i% i:`: y:'tr,ii:iiµi;iiiiiiisiiiii iisasfi:is ii ii is is is is ii2 i]:iiii;i;iiii i'i:'is is ii is i2:i2*:i**is i2:H:i::i::*i*:: ii: klVlA6'wi'is 2'S'i']'il i'ii7Y'pw"�iYlpii?ii ::::•iii.B i.4s .�7g.'+':i::i:i:ii:iliM i isi[3 'JS'jt Wjtt '1:i»::>:M:]*..:..•:i si:hi<aiti esit siy.' i;io .'.i:i:ii:i: ::ti:ix""5:::::i:i: ri::i i::n3i: :::.�:::::::::..�...,,,..�:.:�:::::.:�:.:::.�..�,.,..:::::::::::::::•:::::. ::::::::::. �1:.. ..........:::::;�iitarfw�.erSl[ie ,:::::�*�s...........:.:::::fd�..............:;::;::::::::::::. MAY 9 U stormwater p�wnrksheet.doc—REV.10/12/2003 ' LUULt 2 htU-11-U2 NUN 11 :45 All E S N CONSULTING ENG FAX NO. 'R38387104 P. 04 • PP . D i iit,,,,..., 1 , , ---- L. , / „.....-ss `~ l -� AIR 6 z 0�j __�w I i _ -.4tocomert. ' i I R/W SI+E. OFCl ' ";' �D�p 3'��! _, EDGE OF PAV MENT Io i /0\ ' APPROXIMATE OCA 10 1 10' UTILITY OF EXISTING SEWS' *0 'NE�CTI N EASEMENT As 4� / EXISTING ROAD SI ` E DITCH o I , p �4 = 16`55'03" W'00F DOWNSPO TS T� I / O.R. / = 125.00' DAYLIGHT AT O` B YO0ID �0 21\ re .8' = 36.91' :ASTERLY P. Y IN )00 119.98, I) N 81'26 " 5 PrfAll21.11/0.7. / Aiiii .,,c,, ,,,./ ,,, , 4,' , 4V0,1447:414r4144111,41.P1P4*' i , 4,;zt• gal 1 , el, ,�` 53 :A i:::: �� 'ham ��. 56 2ti P.-; 14 ` 43 f / ,„. '- APPROXIMATE OCATIO f BUI DING :ET�AC�C y 1 (0�1`XIST WATER =TER LIN , (TY"•) / ' 4j / '' NOTE: ' D p b ® E I 1 EXISTING UTILITY CONNECTION h, / j POINTS ARE APPROXIMATE, NOT SIT p AN �� `BASED ON A AS-BUILT SURVEY \ \ \ 4 . . i 2011,-- SCAL :1"=20' RAWN ; G' R (IL HE ET 1 OF 1: 0 l pi,CO., ..�I V � FFE ON 0• 528-01--990 "' •OF p ,f�� ►,�� • %, �� I i 'NC NAMES o528;01\990 .i:IA. ' -r,1/i�:,p; . y,p y. /' OAT : 02/12/02 :�,,ra.,+riwuraiw aimnmAl � 2 - � 0 l - FEB11, 2 MAY 1 y �u 'JEFFERSON COUNTY OCU JEFFERSON COUNTY DCD • Jefferson Comity Srtme of Community Development • • 621 Sheridan Street,Port Townsend WA 98368[3161l 378-4450 prmt AppIc © Project Description: ] D S P`QY1 2J-- ] Buildin e: Project Type: F e: Single Famil New Woo. Garage Attached/Detached Addition Ste- Modular Clteration/Remodel, Concrete Commercial Repair Masonry Multi-family/#of Units Demolition Other: Industrial Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Chaos- one: Existing. Existing -(. - Community System Electricity Oil Proposed: Proposed Individual System Woodstove Propane Total: Total: "4 If not sewer,fill out the following: Cleat Pump.) Conventional Alternative Other Permit# SEP Water Supply: Private well Two Party Well Public:Name of water system Square Footage: For Office Use Only Main Floor Consistency Review / // � 2ND Floor Base:fee 4&/. 95 3.4 Floor Plan:Check:fee "3()C) Htd Basement State:Surcharge fee !' Unhtd Basement Subtotal :. / • Garage/Carport Pot Water Review.fee Decks .::9111Rif Approach fee ....... ...... Commercial :::TOTAL : Industrial :.Receipt#: 0 Other Cash/Check# Total Valuation: 2 S— cg0-0 Initials Or Date Estimated Cost: 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 bold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in anyway 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 Je non 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 applic .s top _ o structure shall be requested and shall occur during regular business hours. // Signature: 1l/( ) Date: C / 3/0 OVER H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpernitApplication 11-8-01 1' MAY 19 2004 1n � �.. _ PLAN NO. ADDITION — — — — — — — — — — — — — — — — — — — — — — — — — — — I EXISTING FOOTING I I I I I I I I I I I I I I ABA66 I I I EXISTING FOOTING�I I I M EXISTING WALL jig 0�� _ — _J 6068 sG.D. /D2 x8°2DF 4x8"2OF JOB NUMBER A-405(o INSJLATE FLOOR TO R-30 w w EXISTING WALL STRUCTURE LU LU 7 w w J INSULATE TO4i-19- A'— J J J �LIESTSOUND DE51GN CENTER BLOCKING P.O. 1452 L II'/s' 7J1 110 J L III/b. TJI 110 KINGSTON, WA 98346 0 16' O.C. s 16' O.C. , -OUTSIDE VENTILATION6fc - PH: 360-291-8233 FAX: 36m-291-4330 dra rting a NEI) FLOOR SYSTEM:ZiE!' eStSOUrldarahiter-ture.COrt b x 12 n DF L DEL. JST. 1/4' T 4 G CAULK _ -FLOOR JOIST PER PLAN *JOIST HANGERS � a EXISTING FOUNDATION 6 x 6 POST 6 x 6 POST 15U18/1188 • 2 x 12 LEDGER , 2 (4) Ibd COMMON o Al EACH STUD sQa- PROVIDE 6 MIL. POLY OVER EARTH P.T. 6 x 12 02 DF FLOOR TO WALL FRAMINCs 0 2x WALL 6 x 6 POST P.T. 4 x 6 POST EXISTING FLOOR EXISTING FLOOR JOISTS ABOVE J015TS ABOVE TOE NAIL EACH JOIST TOE NAIL EACH JOIST TO PLATE, ONE EACH SIDE. TO PLATE. ONE EACH SIDE. STAIR STRINGER NOTE: SEE STAIR SECTION ®STAIR SECTION —3 NT5 317 FOUNDATION NOTES: I CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE SOLID BLOCKING OVER SUPPORTS. 3. POSTS TO BE P.T. 44 DF 02 4 P.T. 4x6 DF 02 6 BEAM JOINTS, U.N.O. 4, ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 5. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6, SOFFIT, VENT 4 INSULATE CANTILEVERED AREAS. 1. INSTALL SIMP50N CONC. TO WOOD HOLDDOWNS 1-11/2' FROM CORNERS 4 WINDOW ROL614 OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 8. STEP FOUNDATION PER 5ITE CONDITIONS. 9. 2,000 P.5R ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 6G/ JLS FOUNDATION VENTILATION T' x 14' SCREENED FOUNDATION vENTS EACH VENT = 0.5 SQ FT OF AREA —GDO . I21 5 = 5m 242 REG1. VENT PROVIDE 25 (T'xl4') VENTS 125 TOTAL VENT AREA NEW FLOOR 5 SEE DETAIL I P.T. 2 x 12 LEG (2) 1/:' BC EMBED 4 EDGE DI; SEE DETAIL I FOR IN5ULATI DRAUJN 5Y R. PICKERING EXISTING WALL DATE 4-19-04 CAULK REVISIONS DATE EXISTING FOUNDATION SEE VENT NOTE DETAIL I 20 FLOOR TO CONCRETE WALL SCALE: 1':I'-0' ABAz PERMIT # BLD 0 4- 0328 AfffflSON COUNTY BCD F1 All dimensions & conditions shall be verified by the contractor EXISTING WALL prior to the start of construction. FLUSH 6 x 12 W/ IItiB' TJI %' RAWL 3' PENETRATION P.T. 4 x 6 EXISTING FOOTING 0 POST 4 BEAM 0 FOUNDATION WALL SCALE: I':I'-O' 1JNE R: PORT LUDLOW A550CIATES PLAN " 532A PHONES. RAUJING: %k-52 (1iasemPnl) ADDITION FLOOR PLAN, SECTION 4 DETAILS M