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HomeMy WebLinkAboutBLD2000-00529 a BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD00-00529 Received Date 08/10/2000 SITE ADDRESS: 381 BAYSHORE DR Issue Date 08/15/2000 PORT LUDLOW, 98365 Expiration Date 08/15/2001 APPLICANT: RAYMOND VINES PHONE: 331 BATSHORE DR PORT LUDLOW WA 98365 SUBDIVISION: MATS MATS BEACH Block: 1 Lot: PARCEL NUMBER: 970800102 Section: 32 Township: 29 N Range: 01 E CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION GARAGE REQUIRED INSPECTIONS: [ �ootings/Setbacks�(Shoreline Setbacks): 1E- 9 (�4 oundatio [ Underground Plumbing/Underground Insula ion: [ ] Shear Wall: [ ] Framing/Plumbing: Oil. io%fags/ [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: nn [ ] Final/Occupancy Approval: dK -mot- C/o lD/ZO�41 9/ 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. Inspector's Phone Hours 8:00 a.m. - 9:00 a.m. SPECIAL CONDITIONS MAY APPLY - SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • 0 • BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00529 Received Date: 8/10/2000 SITE ADDRESS: 381 BAYSHORE DR PORT LUDLOW, 98365 APPLICANT: RAYMOND VINES PHONE: 331 BATSHORE DR PORT LUDLOW WA 98365 SUBDIVISION: MATS MATS BEACH Block: 1 Lot: PARCEL NUMBER: 970800102 Section: 32 Township: 29 N Range: 01 E CONTRACTOR: OWNER PHONE: ARCHITECT/ LINDBURG & SMITH ENGINEER : 319 S PEABODY PORT ANGELES WA 98362 PROJECT DESCRIPTION: GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 14,400.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,440 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Flood Plane F&W Landslide Routing Date: Shoreline Aquifer Forest: Commercial Rural 1-'roxim.it - Plat C d tions Type Amount Paid By: Date: Receipt proved/ a�e Permit $251.25 MAM 08/10/00 33501 APPROVED Plan Check $75.38 MAM 08/10/00 33501 B/`-b--c. L. . State Building Code $4.50 MAM 08/10/00 33501 AUG 1 5 2G U Total: $331.13 Jefferson County Planning u 04il;;;r,c ;;4:,artaiert is\F_B LD_App_Bld.rpt 10/29/99 I • . • i Jefferson N �o? i6 �S sae Port r WA Ved Uo o Permglr ApGc ?5© Project Description: Building Type: Project Type: Frame Type: ❑ Single Family ,a'New 0 Wood Zr.Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular 0 Alteration/Remodel 0 Concrete 0 Commercial 0 Repair ❑ Masonry 0 Multi-family/#of Units 0 Demolition ❑ Other: ❑ Industrial O Other. Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: (loose one: Existing: Existing: ❑ Sewer 0 Community System 0 Electricity ❑ Oil Proposed: Proposed: _ 0 Individual System 0 Woodstove ❑ Propane Total: (_. Total: t' If not sewer,fill out the following: 0 Heat Pump ❑ Conventional 0 Alternative 0 Other i 1,irL lr t`t,r1.`C f Permit# SEP Water Supply: ❑ Private well 0 Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only; Main Floor UBC OCCUPANCY GROUP 2ND Floor Base fee 2 2 S 3rd Floor Plan Cheek fee Htd Basement State Surcharge fee ► 1 Unhtd Basement Subtotal 331 . 13 Garage/Carport I i,t 0 /7q S.,{ I 1 q1400 Pot Water Review fee Decks I 911/Rd Approach fee Commercial I TOTAL Industrial Receipt # Other C.nch/Check# Total Valuation: Initials Or Date Estimated Cost: 4i 1 Z� 000 . Uc? If within 200'of the Shoreline, Distance to Bank or Ordinary I-High Water Mark ft.Bank Height ft. By signing the app on 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 nun and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabiiities,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 enuy to Jefferson County and it's employees,representatives or agents for the purpose of application review and anyrequired later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature:'_T/1%1 V‘ U 1 Vl ce-S Date: 9 - ( 0 - 0 0 • • , BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00529 Received Date: 8/10/2000 SITE ADDRESS: 381 BAYSHORE DR PORT LUDLOW, 98365 APPLICANT: RAYMOND VINES PHONE: 331 BAISHORE DR PORT LUDLOW WA 98365 SUBDIVISION: MATS MATS BEACH Block: 1 Lot: PARCEL NUMBER: 970800102 Section: 32 Township: 29 N Range: 01 E CONTRACTOR: OWNER PHONE: AJCIL„ i=� L.::'&\./ ARCHITECT/ LINDBURG & SMITH Ciil1c 1,,1 �� ENGINEER : 319 S PEABODY PORT ANGELES WA 98362 a 77193W , (,' 77V- PROJECT DESCRIPTION: GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 14,400.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,440 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON R R ` a WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Flood Plane F&W Landslide Routing Date: Shoreline Aquifer Forest: Commercial Rural Date: —1-'r ximjty Plat conditions Type Amount Paid By: Receip : Approvewua e Permit $251.25 MAM 08/10/00 33501 Plan Check $75.38 MAM 08/10/00 33501 State Building Code $4.50 MAM 08/10/00 33501 Total: $331.13 is\F_BLD_App_Bld.rpt 10/29/99 • • STORMWATER CALCULATIONS • , Owner/Applicant: �t?,1/1 Y1 �a l�O J �J r1 ❑ PROPOSED LAND DISTURBING ACTIVITY Site Address: 3 b� (2.) . �(�y_ Ut". Drainfield area cleared N 'l' sq.ft. 0014 WA Oc) 1.6.A a18365 Driveway Length ��` ft. X Width ft. 9 Digit Parcel Identification No.: "11 V (�®fl (0Z = Total Driveway , .0 sq.ft. Permit Number: Clearing and Grading for Site Development PLOT PLAN (Well/Structures/Utilities/etc.) sq.ft. f 4 id sq.ft. INDICATE the following information. Total Land Disturbance /7 6j0 sq.ft. Draw entire parcel to scale. Indicate scale of plot plan: One inch equals 0 IMPERVIOUS SURFACE ,cam/ Proposed Structures (all roof area) I / F sq.ft. 1. North arrow Existing Structures (all roof area) 7 Qvsq.ft. '2. All property boundaries and dimensions Sidewalks sq.ft. 0' 3. Names of adjacent streets Concrete Patios "— sq.ft. [21'4. Driveway/s & parking spaces Proposed: H' 5. Major features such as ravines, Driveway Length LI 0 ft. seasonal creeks, bodies of water, etc. X Width U ft. 2d 6. Septic tank, drainfield and reserve area location, = Total Driveway 5.20 sq.ft. existing or proposed, and distance to Total Impervious Surface '/' �U sq.ft. closest structure 7. Sewer lines The Stormwater Manual sets forth the following Small Parcel Minimum Requirements: Z. 8. Wells and/or water lines • Construction Access Route Stabilization: 2'9. Neighboring wells within 150 feet Construction vehicle access shall be, whenever feasible, limited to one route. Access points shall be stabilized with Qf 10. Paved surfaces (patios) quarry spells or crushed rock to minimize the tracking of 211 1. Structures, existing and/or proposed sediment onto public roads. If sediment is inadvertently transported onto public roads, roads shall be cleaned ,l2''12. Setbacks (distances to property thoroughly at the end of the day by shoveling or sweeping. Street washing should only be done after the bulk of the boundaries, structures, banks, sediment has been removed by sweeping. and shorelines) • Stabilization of Exposed Soil: All exposed and unworried soil shall be stabilized by sodding, 2! 13. Easements for access or utilities seeding, mulching, plastic covering, application of gravel base 1�14. Arrows showing direction of slope on roads and driveways, or other appropriate means within seven days during the period from May 1 to September 30 assume an elevation of 100 feet at one and within two days during the period from October 1 to April lot corner and indicate the other lot 30. Mulch shall be applied to a minimum depth of two inches. • Protection of Adjacent Properties: corner elevations in relation to it Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes, mulching, or by a FOR APPLICATIONS ADJOINING SHORELINES, combination of these measures and other appropriate Best Management Practices (BMPs). INDICATE: • Maintenance: 15. Ordinary high water mark All erosion and sediment control BMPs shall be regularly inspected and maintained to ensure continued performance of 0 16. Top of bank, if over 10 feet high their intended function. 0 17. Slope of bank in degrees Other Appropriate BMPs as required by Jefferson County to mitigate the effects of increased runoff shall be applied. H:\HOME\PLNCNTR\FORMS\PLOTPLN.FRM9/97 • • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 CRITICAL AREAS QUESTIONNAIRE Applicant Name Q u:.J t � ;AM V'1 It,'1t` / Building Application _ Land Use Application _ Shoreline Application On-site Sewage Application _ Subdivision Application _ Other: 1 . Is there any standing or running water on the surface of the Yes i✓�No property or on any nearby property at any time during the year? If YES, please describe: 2. Has any portion of the property or any nearby property ever been _ Yes ✓ No identified as a wetland or swamp? If YES, please describe: 3. Are an ws,willo skunk cabbageCalders or cottonwoods present ✓ Yes _ No on your property or adjacent properties? If YES, please describe: 4. Are there any indications on any portion of the property or on any _ YES No nearby property of rockslides, earthflows, mudflows, or landslides? If YES, please describe: 5. Please indicate which line best represents the steepest slope found on your property. (Check appropriate box) 4 4 4 Q o i ✓ i/ i i i i i i i� i' r r i i i i i i i / �• � r r i i i i i r r i i i i i i i� i' __, i i ice• • r r i i i i i 7 fl rrriii i i 7 .- ��t5d _�-----------------------------� (Questionnaire Continues on Back) Page 1 of 2 • • /6. Does the site have steep slopes with little to no vegetation? _ YES No If YES, please describe: 7. Does the site contain high percentages of silt and/or very fine YES /NO sand? If YES, please describe: 8. Does the site contain ground water seepage or springs near the � YES / NO surface of the ground? If YES, please describe: 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 property or structure shall be requested and shall occur during regular business hours. 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I 1 TYPICAL FOR (3) EACH WAY TYPICAL FOR (3; I I I 1 I 4" CONCRETE SLaB I I WITH 6" X 6" IUf I I OVER 2" SAND E=SE I I dI x I I I I No I 1----------------------------- i�l I I I L-------------------------------- ----------- I L_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 16" WIDE X 8" THICK CONCRETE FOOTING WITH (2) N0.4 BARS CONTINIOUS AT BOTTOM 36'-0" m cn SIDING OVER TYVEK' BUILDING L 1/2" CDX PLYWOOD 2 X 6 STUDS AT 16" R-19 INSULATION 4 MIL VAPOR BARF 5/8" GWB LOWER LEVEL FLOOR PLAN FLOOR FRAMING 1/4" = i'-0" PPROVED V AUG 15 2000 Jefferson County Planning & Building Department s-� O w a O r4 O �n G CIL O z ' < o a o� „a y m U jT N N 0 � 0 0 � 0 �t p w z to � A P4 U CQ co Co Nr CO co b cco I I a Q) 0 C) Mtn �� ) y m ti o w co a° P. N wl 100031VIN 1