Loading...
HomeMy WebLinkAboutBLD2004-00302 BUILDING PERMIT i Jefferson County Depm of i 621 Sheridan Streetart, Portent Townsend,Commun Wty AD 98368 Development (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00302 Received Date 05/10/2004 SITE ADDRESS: 6725 CAPE GEORGE RD Issue Date 07/13/2004 PORT TOWNSEND, 98368 APPLICANT: FRED J BROOLING PHONE: (360)385-5526 DIANNE M BROOLING PO BOX 380 PORT TOWNSEND WA 98368-0380 SUBDIVISION: Block: Lot: TX 17 PARCEL NUMBER: 001301023 Section: 30 Township: 30 N Range: 01 W CONTRACTOR: BUILDING BROKERS CONST PHONE: (360)683-6216 P 0 BOX 3831 SEQUIM WA 98382-5071 Contractor's License: BUILDBC011MG Expires: 07/08/2006 PROJECT DESCRIPTION: NEW POLE BUILDING ^RZQUIRED INSPEC ONS: SETBACKS: UFFER: Id Footing:Ale.reS Xi Foundation: Stormwater FINAL Approval: [ ] Underground Plumbing: AIo p b;49 [ ] Underground Insulation: [ ] Shear Wall : [ 3' Framing: [ ) Plumbing: [ ] Propane Tank/ Lines: i i,' [ ] Insulation: No I-k-zoot" [ 1 Sheetrock: _ [ ] Septic Sytem Final Approval: [ 1 Road Approach Final Approval: [ ] Zoning Final Approval: [ ] Final/Occupancy Approval boisit+4 eo e._. (2,-2Z6 2 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 SPECIAL CONDITIONS APPLY -SEE REVERSE SPECIAL CONDITIONS FOR C. # BLD04-00302 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 18, 2004 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: Eagles Habitat Areas, Level I Landslide Hazard Areas, Susceptible Aquifer Recharge Areas and Coastal Seawater Intrusion Protection Zones (SIPZ). 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.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 6.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry(Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera)Salal (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 7.) 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. 8.) The parcel is located within a astal SIPZ (seawater intrusion protection zit)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. 9.) 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. 10.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 11.) 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." 12.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 13.) 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. 14.) 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. 15.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three(3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 16.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. ilik 17.) MANDATORY MEASURES F COASTAL SIPZ: • 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 18.) The applicant is proposing to create or add 768 square feet of impervious surface and 768 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal shall adhere to Best Management Practices (BMPs). 19.) 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). 20.) The revised site plan as submitted on July 9, 2004 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 July 12, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 21.) This approval is for a new pole building 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. 22.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 23.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code (UDC)Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 24.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 25.) The building height is not to exceed 35 feet. 26.) Minimum setback from Cape George Rd right-of-way is 20 ft. Minimum from Blue Ridge Rd right-of-way is 20 ft. Minimum side and rear setbacks are 5 ft. 27.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 28.) A septic permit(SEP87-00063)was finaled on July 24, 1990 for a 3-bedroom system. 29.) Cape George Rd is a minor collector road (C622808). The road approach is existing and an address of 6725 Cape George Rd has been assigned to the parcel. 30.) This proposal was sent to the Washington State Department of Fish &Wildlife (WDFW) for potential eagle habitat. WDFW found that the proposal did not conflict with eagle habitat. 31.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 • BUILDING PERMIT APPLICATION MRLA04-00p261_ Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00302 Received Date: 5/10/2004 SITE ADDRESS: 6725 CAPE GEORGE RD PORT TOWNSEND, 98368 OWNER: FRED J BROOLING PHONE: (360) 385-5526 DIANNE M BROOLING PO BOX 380 PORT TOWNSEND WA 98368-0380 SUBDIVISION: Block: Lot: TX 17 PARCEL NUMBER: 001301023 Section: 30 Township: 30 N Range: 01 W CONTRACTOR: BUILDING BROKERS CONST PHONE: (360)683-6216 P 0 BOX 3831 SEQUIM WA 98382-5071 Contractor's License BUILDBCOLLMG Expires 7/7/2004 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NEW POLE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 12,365.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 768 CONST TYPE: DECK: SETBACK: 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: / F&W Landslide /� �/ Shoreline Aquifer Forest: Commercial r AP • Y sii: Type Amount Paid By: Date: Receipt: Apr v d rate Permit $223.25 KAS 05/10/04 64335 JUL 1 3 2004 Plan Check $145.11 KAS 05/10/04 64335 State Building Code $4.50 KAS 05/10/04 64335 Jefferson County PianninG & Building Department Total: $372.86 / / / OU 11 it/ tt • •• JIB Comity Departmit Of Cwnm Iip ��.ggON 'o 621 Sheridan Street,Nit TeWn l WA , . '13601y318 4450 viisritio,o - ?eruct ,A PpOcfi© Q U u Project Description: Building Type: Project Type: Frame Type: ❑ Single Family r l " New 'T, Wood ❑ Garage Attached/Detached ❑ Addition D Steel ❑ Modular ❑ Alteration/Remodel 0 Concrete . ❑ Commercial ❑ Repair 0 Masonry ❑ Multi-family/#of Units ❑ Demolition 0 Other: ❑ Industrial '(l other. ?c)Le 41i-U[k.! Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat Choose one: Fristi'g — Existing D Sewer 0 Community System 0 Electricity 0 Oil Proposed: Proposed:P ❑ Individual System ❑ Woodstove /❑ Pro e Total: Tom If not sewer,fill out the following: ❑ Heat Pump i 0 Conventional 0 Alternative 0 Other Permit# SEP Water Supply: 0 Private well 0 Two Party Well❑ Public Name of water system: Square Footage: _ ^� For Office Use Only C g t23 6LJ- . Main Floor Consistency Review :': 2ND Floor Base fee 2.Z3-25" Sul Floor 65% t 45 i t Plan Check.fee— Htd Basement State Surcharge fee 4.50 Unhtd Basement Subtotal 420 •• B 6 Garage/Carport Pot Water Review fee ej Decks 911/Rd Approach fee /� Commercial TOTAL 4zo' 8b Industrial Receipt# i1 4: 177 . Other Cash/Check# A g'C' Total Valuation: ? Initials r ) Or Date / (Q /C 4-- Estimated Cost lff QO 8.3 c?. C'd 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 napa.t 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 acces t 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 en the applicant's pro or structure shall be raga& d shall occur during regular business hours. ' Signature: (:_,.. ; mate. f v -u off=FII _. - su Ohl r-- t..,m Cm. I o � - I 1► CS o 2 VV T Q " 'I M .- o y. *c 1-3- , r 7v5jd � 4 al • CL ,... 4.1 / ....4. ......., . .co <ThA, , 4, ,4- \I"' 1' )\ , .r . r y ' 517 44 ., z A i Aii,, .11‘ * E:II/ Oz N 'O Ntl l` _ yo: .r NI ca • ,y.qr C3 iCID I= Lila = �' n' Lysia 1i■ 1-' 7ct ,,*!'''''9. ts V .4----- D tcc--' ' . . 12' 2 4' 12' 18' [ TYPII 32' 10' 10' 12' r 3—PLY 2x6 GLU—LAM COLS. W/ 8'x18'0 C❑NC, F❑❑TINGS (TYP, ALL COLS.) 3-PLY 2x6 GLU-LAM COLS. W/ 8'x18'0 C❑NC, F❑❑TINGS (TYP, ALL COLS.) 9' x 8' I I 9' x 8' O.H.D. I I O.H.D. II I 1010' K BUILDING LAYOUT SCALE, 1/4'=1' ROOF FRAMING PLAN SCALE, 1/4'=1' 12' s1 t I 24 DF#2 2x6 PURLINS @ 19,2' O/C IN SIMPSON LU26 HANGERS OR EQUIV, 29 GA. ROOF STEEL TRUSSES BY OTHERS CONNECT TRUSS TO EACH SIDE OF COL. W/ (4)-20d R.S. NAILS EACH 16' OVERHANG 29 GA. EXT, STEEL 4' BACKFILL W/ GRANULAR MATERIAL THOROUGHLY COMPACTED BY TAMPING IN LAYERS NOT MORE THAN 8' IN DEPTH, r HEM FIR BLOCKING BETWEEN EACH GIRT W/ (6) 16d SINKERS EACH DF#2 2x6 GIRTS @ 32' O.C. 3-PLY 2x6 GLU-LAM COLS. TRT, 2X6 FLOOR BY OTHERS 10' 6' COMPACTED GRAVEL OR GRANULAR MATERIAL (2) 12' TRT. 2x6 UPLIFT BLOCKS W/ (6) 20d GALV, NAILS EACH 8'x18'0 FOOTING TYP. SIDEWALL X-SECT. SCALE, 1/2'=1' GABLE END TRUSS ATTACH W/ (4) 20d R.S. NAILS TOP & BOT, CHORD 2x STRIPS ON COLS. BETWEEN WALL GIRTS 10' BACKFILL W/ GRANULAR MATERIAL THOROUGHLY COMPACTED BY TAMPING IN LAYERS NOT MORE THAN 8' IN DEPTH. NOTES: 1, ALL TRUSS LATERAL BRACING MUST BE INSTALLED PER TRUSS MANUFACTURER'S SPECIFICATI❑NS. 2, ALL TEMPORARY BRACING IS THE RESP❑NSIEILITY OF THE GENERAL CONTRACTOR. 3. ALL NAILS INT❑ TREATED WOOD MUST BE HOT —DIPPED GALVANIZED OR STAINLESS STEEL WITH EXCEPTION TO WOLMANIZED WOOD PRODUCTS PER THEIR SPECIFICATI❑NS. 29 GA. EXT. STEEL 4' r #12 x 1-1/2" SCREW r #12 x 1-1/2" SCREW #12 x 1-1/2" SCREW SPLASHBOARD AND EAVE ISPLASHBOARD AND TOP CHORD RIDGE AND EAVE �12 x i-1/2" SCREW � 12 x 1-1/2" SCREW r #12 x 1-1/2" SCREW r �" ALL INTERMEDIATE GIRTS ALL INTERMEDIATE GIRTS ALL INTERMEDIATE PURLINS #12 x 1-1/2" SCREW #12 x 1-1/2" SCREW � #128"x 1-1/2" SCREW r ® 8" O/C r ® B" O/C CORNERS AND OPENINGS CORNERS AND OPENINGS BLOCKING OVER GABLE END SIDEWALL STEEL ENDWALL STEEL ROOF STEEL TYP. FASTENER PATTERN TYP. FASTENER PATTERN TYP. FASTENER PATTERN 29 GA. ROOF STEEL 18' DF#2 2x6 PURLINS @ 19.2' O/C IN SIMPSON LU26 HANGERS OR EQUIV. ATTACH JACK —\ BRACE TO TRUSS WITH INVERTED 1 HANGERS \ 2X6 JACK BRACE ATTACH TO COL, W/ (5)-16d's HEM FIR BLOCKING BETWEEN EACH GIRT W/ (6) 16d SINKERS EACH DF#2 2x6 GIRTS - @ 32' O,C, FUR OUT 1.5' 3-PLY 2x6 GLU-LAM COLS. FLOOR BY OTHERS TRT, 2X6 6' COMPACTED GRAVEL OR GRANULAR MATERIAL (2) 12' TRT. 2x6 UPLIFT BLOCKS W/ (6) 20d GALV, NAILS EACH 8'xl8'0 FOOTING ENDWALL X-SECT. SCALE, 1/2'=1 JEFFERSON COUNTY DCD BUILDING PLAN REVIEW O APPROVED AS SUBMITTED APPROVED AS NOTED El REJECTED Data 7(Rele., NOTICE• Plans are approved excepting any enom or omissions. All work must Pass Inspection in conformance with all appllc" codes and regulations. Contact the Building Department at 3794450 prior to maidng changes or revisions to the approved pis PERMIT # BID 04-030 2 JEffERSON COUNTY BCD GEN. NOTES 8c SPECIFICATIONS: LOADS: ROOF LOAL - 25/5/0/5 WIND LOAI' - 80 MPH 'C' EXPOSURE SEISMIC ZONE - 3 CODE: UBC 1997 & APPLICABLE STATE CODES SOIL: F❑OTINGS ARE DESIGNED FOR A MAX, S❑IL BEARING CAPACITY OF 1500psi'. CONTRACTOR TO VERIFY BEFORE C❑NSTRUCTI❑N. EXT, STEEL: WALL AND ROOF STEEL ARE TO HAVE A MIN. FINISHED THICKNESS OF .0166' AND A YIELD STRENGTH OF 80ksi MINIMUM, THE STEEL IS TO HAVE A 25 YEAR MANUFACTURER'S WARRANTY, ALL STEEL IS TO BE ATTACHED PER MANE, SPECIFICATIONS U.N.O. ON PLANS. WOOD: STRUCTURAL FRAMING - DF #2 OR BTR. uno COLUMNS - GRUEN-WALD 3-PLY 2x6 GLU-LAM MIN, GLULAM BEAMS - 24F-V5 OR EQUIV, LVL - Fb=2600psl E=1900ksi OR EQUIV, ALL WOOD IN CONTACT WITH GROUND OR FOUNDATION SHALL BE CCA TREATED TO 0.60 RETENTION AS PER MANUFACTLRER'S ASSAY, ALL HANGERS FOR WOOD COMPONENTS ARE TO BE SIMPSON OR EQUIV, CONCRETE: CONCRETE SLABS SHALL CONFORM TO A 28 DAY STRENGTH OF 2500ps1 AND FOOTINGS TO A STRENGTH OF 2500psi. CONCRETE DESIGNED IN ACCORDANCE WITH ACI-318-99 STANDARDS CONCRETE SHALL MEET ALL REQUIREMENTS OF ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE, L1J J H 1— LIJ LLI V) 14 U V) W a 0 DATE: 4/7/04 DWN BY: NG DESIGN BY: NG CHK. BY: DB REV: FILE. I:\NEIL\E1S\2004\BLDG BROKERS\FRED BR000NG\S1 SHEET NO.: S-1 6 DIAPHRAGM DETAIL S1 SCALE, N.T,S,