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HomeMy WebLinkAboutBLD2003-00747 illt UILDING PERMIT APPLICA•ON MLA03-00636 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00747 Received Date: 12/1/2003 SITE ADDRESS: `� N LYTER AVE PORT TOWNSEND, 98368 OWNER: HARRY ARMFIELD PHONE: (360) 379-3363 247 43RD ST PORT TOWNSEND WA 98368-3335 SUBDIVISION: IRONDALE Block: 159 Lot: 39-43 PARCEL NUMBER: 962115913 Section: 35 Township: 30 N Range: 01 W CONTRACTOR: HOPE ROOFING PHONE: (360)385-5653 PO BOX 1199 PORT TONWNSEND WA 98368 Contractor's License HOPER**043N7 Expires 2/16/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOF NEW SFR W/ATTACHED GARAGE & DECK(S) & LAP POOL TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,482 VALUATION 345,000.00 ADD'L: 300 HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: 200 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 921 SHORELINE: CONST TYPE: DECK: 160 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 3 Seismic Streams Total: 2 Total: 3 Flood Way Floodplain Routing Date: F&W Landslide G 2- 1 S 0 Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A P r v i V Permit $2,365.75 KAS 12/01/03 60348 Plan Check $1,537.74 KAS 12/01/03 60348 DEC 3 0 2003 State Building Code $4.50 KAS 12/01/03 60348 Jefferson County Planning Potable Water Application $51.00 KAS 12/01/03 60348 & Building Department Total: $3,958.99 LAWQrt\ L fr1OQk • BUILDING • PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD03-00747 Received Date 12/1/2003 SITE ADDRESS: 212 N LYTER AVE Issue Date 12/30/2003 PORT TOWNSEND, 98368 APPLICANT: HARRY ARMFIELD PHONE: 247 43RD ST (360) 379-3363 PORT TOWNSEND WA 98368-3335 SUBDIVISION: IRONDALE Block: 159 Lot: 39-43 PARCEL NUMBER: 962115913 Section: 35 Township: 30 N Range: 01 W CONTRACTOR: HOPE ROOFING PO BOX 1199 PHONE: (360)385-5653 PORT TONWNSEND WA 98368 Contractor's License: HOPER**043N7 Expires: 02/16/2005 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE& DECK(S)& LAP POOL REQUIRED INSPECTIONS: J [ ] SETBACKS: E=3/? 0 L [ ] UFFER: /( [ ] Footing:ci l`-`��X) L. ;/ ;y Po© 4 c 17.(A [ ] Foundation. 3 /7 67 / l/ [ Under ro0 l g nd Plumbing: [ ] Underground Insulat n [ ] Shear Wall : 9 _ [ ] Framing 6-/.5-D‘i co,,,n f 1 Plumbing: gam- �e y [ ] Propane ank/Lines: i 0)< -7/ �y 04 � ,1 r Gawp 10- 7- Ok [ ] Insulation: ✓" 1 1 Sheetrock: op iij - q-(ep de [ ] Septic Sytem Final Approval: f % Zoning Final Approval: [f/� Final/Occupancy Approval: C. 12-2 I `0 HEALTIcDEPARTMENT 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 INSPECTIO' 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 CASE t BLD03-00747 4110 1.) The application was reviewed by the Jefferson County Department of Community Development staff on December 10, 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: Special Aquifer Recharge Protection 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.) 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. 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.) VOLUNTARY MEASURES '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. 8.) 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. 9.) MANDATORY MEASURES FOR 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. 10.) The applicant is proposing to create or add 5862 square feet of impervious surface and 6275 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a stormwater plan submit a stormwater plan meeting Minimum Requirements#1 through#5 of the Stormwater Management Manual for Western Washington. 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.) The revised site plan dated December 24, 20003 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 December 29, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 13.) This approval is for a single family residence with attached garage, decks and lap pool 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. 14.) A stormwater plan for a medium project has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 15.) Will use Exception 1 of Item 5, Section 421.1 UBC Appendix Chapter 4 which states: SELF-CLOSING & SELF-LATCHING DEVICES INSTALLED ON ALL DOORS WITH DIRECT ACCESS TO POOL WITH THE RELEASE MECHANISM LOCATED A MINIMUM OF 54"ABOVE THE FLOOR. SEE FILE LETTER. 16.) Outdoor residential storage s II be maintained in an orderly manner andll create no fire, safety, health or sanitary hazard. 17.) 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). 18.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 19.) The building height is not to exceed 35 feet. 20.) Minimum setback from N Lyter Ave right-of-way is 20 ft. Minimum side and rear setbacks are 5 ft. 21.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 22.) A septic permit(SEP02-00169)was approved on August 1, 2002 for a system of 360 gallons per day. 23.) N Lyter Ave is a county local access road. A road approach was reviewed under RAP03-00263, and an address of 212 N Lyter Ave has been assigned to the parcel. 24.) This parcel was created through the Irondale Division No. 6 subdivision under AFN 30490, filed of record June 28, 1910 in Plat Book 2, page 139 with the Jefferson County Auditor's office. 25.) A Declaration of Restrictive Covenant was recorded December 12, 2003 under AFN 479041 with the Jefferson County Auditor binding lots 39 thru 43 of Block 159, Irondale Division No. 6 for the purpose of meeting bulk and dimensional requirements and minimum land area. 26.) A minimum of two (2) on-site parking spaces are required for the single family residence. 27.) 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. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 ,SON0 ID Count�uepartment of Community Development °� 621 Sheridan Street,Port Townsend WA 88368[3601 378-4450 4Perrfflot fr - App Project Description: Building Type: Project Type: Frame Type: 1 [ Single Family [W ew [ Tood ❑ Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity 0 Oil Proposed: 3 Proposed: 2ldividual System Total: 3 Total: r2, y ❑ Woodstove Ct�Propane If not sewer,fill out the following: [Meat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: . ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only 4940 Main Floor 44• Consistency Review 47.00 2ND Floor 3o O 5-gt-1• OCD ,J 3 6 5'�5 Base fee o` 3rd Floor // Plan Check fee—65% /5 3 7. 77 Htd Basement a�J State Surcharge fee Y-SO STvR,_ 1-1 l - Subtotal a 3 3 qsy. %9 Unhtd$aseefit 0,600 Garage/Carport Q �'I � . l_O • 7 Pot Water Review fee OtoR. . c) Decks l(oD 3 11 I • 911/Rd Approach fee / /r Commercial . /•TOTAL / I / 99 Industrial ‘1 �1.� Receipt# Other Cash/Check# Total Valuation: Initials //ti3 Or Date t�/, Estimated ( ost: 3�15,Q O D I If within 110' of the Shor- ne, Distance to Ba • e ary 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 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. Signature: /0! 4M Q Date: gAl/03 OVER H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 62'-(7 CANTILEVER t FLR JOIST 2' STEP WALL- WTH GRADE f P.T. 2xQ DECK JOIST • 12" O/C RV 41 OR GRAADE PLLYYW ON G g 1'-V no-6Y 12'-6' 161-V 31'-0' 5'-O' mama !1w �q Y P r� I P I P A I• � r• !" • r• • � I FOUNDATION VENT (TYPICAL) TEP USN r I I 11 I 1 I ' I ', I r- J I I +' CJI�OPPED FLOOR I I ' I I I I I' r I I I I J I I II I ABOVE I I —4�—I I — 42 I I 4xI2 DF _42 —1 I17D�1 — I it II 1 I 1 i I .2 1 1-4 I I L J L L J L J L I I I I J L J I I I I _E�_f 1 I I 2w4'QD20' x 8' DEP CONT. FTG POST ANCHOR I 2)w/ (2) 04 BARS CCNT. PROVIDE 04 EA, WAY w/ 10'x10'x4'HIGH INTH TO CONC. (TYP) " 1 ' , w/ IO'xIO6x4' PLMI Al(T EACH) PROVIDE (TYPICAL) ( E- — `�� (TYPI— (TYPICAL) DRACKET (TYPICAL) 1 1 0 .�0 —�, — — - - - —'—'� r-�-- --- 5 — g I�oA� 2" AL� 12" WALL ,/ •/ l 1 1 1 POOL FINAL POOL DESIGN 1 COPFIGURATION BY POOL MAI`VACM ER COORDINATE SLAB ELEVATION w/ I I I P.T. POC4 MANUF. 4 SURFACING AS SELECTED BY OUNER I3— - — - — - — ; . HAMG ON GLB a// TO" i 2 1 RM _J EClJIPMENT I � e (R/I I \S� .24W4'x1Ost-b' FUR4ACE SUPPLY 1 Ito. I I 4' CONC. SLAB w/ FOR REI F. BARIWER L J we D WA - — - — - — -o zleA,wL ac ee � Ts TO Im I I aNCaMP• � S VUDGRRAADEE 6 -e - — — - — - UNDER PORCH pF1D6-gD93 CRAWL SPACE P.T. 2x6 LEDGER SHOPI I GARAGE I P.T. 2*JOIST • *1 O/C ----- BEARING WALL — L J STAIRS- - — — — — IL ---� IFACE OF MT y.ej —1 PROVIDE 6' W04 CONIC. CURB _ _I AT ALL GARAGE/SHOP WALLS r CONC WALK II II -+-------4- -4- 9 9 S I I 19 HORIZONTAL BARS • 15" or - (GRADE 60 - TYPICAL) ,i1 T- - =T ASPHALT EMULSION • FOOTING AND 5' UP WALL 00p°l14" DRAIN ROMAND 00 • FOOTING AND UP WALL "0 0p8°o 11/i" CLEAR UP TO V WALL °O ° 3" CLEAR OVER 13' WALL +' BAR "B" (GRADE 60 ) W/ il" HOOK -OR- DOWEL "A" AS SHOUK LAP SPLICE w/ 36 FULL HT. VERTICAL roo� 12 BAR "C" (GRADE 60 -TYPICAL) a It 4 (3) 05 BARS • BOTTOM AS SHOIN r--- BAR "0" 9 IN TGKEY I I 2" x 4" SHEAR KEY IN FTG 'I`�JM CONSTRUCTION JOINT UNDER WALL L UJA SCALE: 1" ■ 1'-0" DETAIL FDOET130.DU)Cs RETAINING WALL SC�4EQULE h t DOWEL I'A" BAR 11511 BAR 11C" BAR 'ID11 C1 a b L 3'-011 811 44615" full ht N/A (2) 04 bottom 91�2" b" 811 1'-1011 41-011 (2) 04 bottom rot 1011 21-011 5 -0 03 A IS t , 11 top 61-011 03 A lgll all 21-011 3i_41i 1'-O° •4 6 1111 12'-8ll .•+ ii_ °'3 g 141; 1'-OII 2'-/_II 4'-211 81-0" 05 6 1111 J 3'.O" 05 0 111, 04 6 18" 11100 11.111 31-0" 41-ell 51-011 5 1-(011 a 1511 04 a 1411 Ottom 1211 11-211 31.811 514011 10'-0" 10" 05 1111 _J 51.311 5 6 151, 04 a 1211 5 15" 1211 1'-6" 31-611 -011 Ill 1011 all -1 6'-311 5 0 1511 5 a 181, 5* 1511 121' 11 11-13 Y 1-011 / I_ro11 1211 05J 81' J 41-6'l 5 ID 12" 05 0 151, 05 6 1811 1411 1'-101' 4'-511 1'-311 1211 05 611J51-(011 5 19 1211 5 6 Il" 05 a 18" 14" 21-2" 4'-8" '1'-10" 6x6 OF n POST 81"1PSON C566 I POST BASE 3 CLOUD TIES 1210" CONC. PLINTH • 6' O/C wi CHAMPHER EDGES 3/41 135' HOOK FINISH GRADE 1 I n 04 BAR VERT EACH CORNER w/ 12" HOOK IN -TG FOOTING: (4) 04 BARS EACH WAY COL/FLINTO DI=TAIL _ G ) SCALE: I" ■ 1'-0 " FD0ET050.DU1G NOTES: 10-3' Y-3• Q' V.3' 1'-3' RO. R.O. R.O.1) VERTICAL STEEL STUB -OUTS IN FOOTINGS MAY BE NAND SET AT TIME OF POUR 4'-0' W-0' 22'-0" r-0' 9'-0' 3'-0' 2) DO NOT BACKFILL CONCRETE WALLS UNTIL FLOOR JOIST AND FLOOR SHEATHING ARE IN PLACE 3) ALL FOOTINGS TO BE PLACED ON UNDISTURBED SOIL. 4) ALL HEADERS (OR) TO BE MIN. 4" x 10" OF n UNLESS NOTED OTHERWISE 5) SEE FLOOR PLANS FOR Hl OLDDOUPLACEMENT F (:.0::) U N D A T I O N F Il.� A N 4 USE MANUFACTtIRER RO'� EC'1ENDATIONSTIONB FOR HOLD DOWN SOLT SIZES 4 EMBEDMENT. L- E u EEL- F: L Q Q fR F FR A � [ N � FLAN � 6) SEE SHEAR WALL SCHEDULE ON SHEET A-61 SCALE: 114" aI'-O" NORTH T WALLS 1) ALL REBAR TO BE GRADE 40 EXCEPT AS NOTED 44 POST A v] O 04 O x a O Q w W z ~' A �a x z �E­4 Q z W '- V i O � 0 � = O 1 1 � N o w 0 U c') c') mm CO mo C I I �d a�ipa� w .... QD c c� 0 M rn ' o C=4 ci 04 a OR EQUAL4 D' 6' 10"xl0'x4" NIGH CONIC. PLINTH C� �31 c� A C FOOTING: (2)'14 BARS CONT. 1,411 FOOTING/FLINT+-4 QTL �L 3 SCALE:: P ■ 1'-0" FDDET500.D UA-0 2