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HomeMy WebLinkAboutBLD2003-00141 'BUILDING PERMIT APPLICAI!'ION Review -0008 Typ e: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00141 Received Date: 3/7/2003 SITE ADDRESS: 141:1 SKYWATER PORT HADLOCK, 98339 OWNER: JOHN N AMMETER PHONE: (206)525-5445 SUZANNE AMMETER 3233 NE 95TH ST SEATTLE WA 98115-2525 SUBDIVISION: SKYWATER LARGE LOT SUBDIVISION Block: Lot: 11 PARCEL NUMBER: 921195011 Section: 19 Township: 29 N Range: 01 E CONTRACTOR: KRUSE CONSTRUCTION LLC PHONE: (360)681-7138 PO BOX 432 SEQUIM WA 98382 Contractor's License KRUSECL981 LC Expires 6/3/2004 REPRESENTATIVE: BILL NEEDHAM PHONE: (360)681-7138 138 JIMMY COME LATELY RD SEQUIM WA 98382 PROJECT DESCRIPTIOP UNHEATED STORAGE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 23,500.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 864 SHORELINE: 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 r� F&W Landslide Routing Date: (v/o3 RIP Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: ��ALproved1P�te, Permit $377.25 MAM 03/07/03 55081 P 9R®O\f tD Plan Check $245.21 MAM 03/07/03 55081 State Building Code $4.50 MAM 03/07/03 55081 MAR 1 8 2003 Total: $626.96 Jefferson County Planning & Building Depart nt 6v • BUILDING PERMIT S Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00141 Received Date 03/7/2003 SITE ADDRESS: SKYWATER Issue Date 03/18/2003 PORT HADLOCK, 98339 APPLICANT: JOHN N AMMETER PHONE: (206)525-5445 SUZANNE AMMETER 3233 NE 95TH ST SEATTLE WA 98115-2525 SUBDIVISION: SKYWATER LARGE LOT SUBDIVISION Block: Lot: 11 PARCEL NUMBER: 921195011 Section: 19 Township: 29 N Range: 01 E CONTRACTOR: KRUSE CONSTRUCTION LLC PHONE: (360)681-7138 PO BOX 432 SEQUIM WA 98382 Contractor's License: KRUSECL981 LC Expires: 06/03/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: UNHEATED STORAGE BUILDING REQUIRED INSPECTIONS:[ ] SETBACKS /Footings: (tic Q/13 [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: fCrsie o,K 1 1 Propane Tank/Lines: [ ] Insulation: f 1 Sheetrock: L /D� 1 1 Septic System Final Approval: [ ] Zoning Final Approval: f 1 Final/Occupancy Approval: �� 4* g/e). 6 9�/O7HEALTH DEPARTMENT APOVAL1EQUIR 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 t BLD03-00141 1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 17, 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 Area. 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.) 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. 4.) 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 (see attached). 5.) The applicant is proposing to create or add 1120 square feet of impervious surface and 1120 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 Calculation Sheet.The applicant submitted a calculation sheet. 6.) 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. 7.) 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). 8.) This approval is for a Unheated Storage 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. 9.) The site plan as submitted with the building permit application on March 7, 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 March 7, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) A septic installation permit (SEP93-00076)was submitted February 4, 1993 for a sewage disposal system. The application was cancelled/withdrawn on March 12, 1993 due to a building permit application not being submitted. 11.) Maximum impervious surface area for lot 11 shall not exceed 25 percent. 12.) Minimum setback from Vista Grande Drive (a private road) shall be 20 feet. Minimum side and rear yard setback shall be 5 feet. 13.) The building height shall not exceed 35 feet. 14.) Maintenance of the existing drainageway on lot 11 shall be the responsibility of the lot owner. i:\F_BLD_Permit_Buildng.rpt 10/29/1999 • oN Jeffery Chitty Department of Community Development Des { °� 6213her�an Street,Port Townsend WA 88368[3601378-4450 w *� ftc fey prm5t APpIc . :.. ._ e o Project Description: j Building Type: Project Type: OP "' 7E11 [c Type: ❑ Single Family jr New 4 Wood i E, Garage Attached/Data h ❑ Addition ❑ Steel ' ❑ Modular ❑ Alteration/Remodel ❑ Concrete 'a" ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: r �j� C.'' 0 Choose one: 7T Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: Total: — If not sewer,fill out th following: ❑ Heat Pump 0 ❑ Conventional A, ternattve ❑ Other Permit# SEP 1 ��rY1- - Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor — - Consistency Review 47.00 2ND Floor Base fee 3Z7 . Zs' 3rd Floor Plan Check fee—65% 245 21 Htd Basement State Surcharge fee / L} •so Unhtd Basement 2 Subtotal (-13 •96 Garage/Carport ,49.6 = ft 7' 203L 11 Pot Water Review fee q Decks 911 Rd Approach fee I 4-i.c0 Commercial TOTAL g<<'t'. 9k Industrial Receipt# SS'OQ'( Other Cash/Check# ZSI Total Valuation: Initials Pia3 Or Date 3 fi C©3 Estimated Cost --) c2./.Jf If within 200' -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 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 C my 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 pro erty or stru e shall Je requested and shall occur during regular business hours. Signature: L Date: j/l v OVER H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 O N I 1'-5 112P BWP1 3068 BWP1 4'-0" 21'-4" T 6026 6'-0" 14'-8" BWP1 0 / GARA E ,q- Fit) X_ �i�I� H 1�6i l ni S FL�LTIOIJ N^ U) N� n V I1 2 f- — - I I I Z ✓FY- Z P�cA 1 6026 8070 6'-0" 3'-1 1/2" . I "TN21IIIIIIIIII 4'-0" i'M�I M Zx!o C:F DrS'�i ; -','. -k r'r,!,L- T- FLOOR PLAN 36'_0" 12" X 18" MONO FTG W/ 2 # 4 X_J�_j REBAR AND 1 # 4 TOP REBAR 9 N A-Agv�P D�t6k R-cPµl"&7" rjer-A TTAcii -5l}*-IF7- BRACE WALL PANAL BWP1 NAIL 7 / 16" OSB W/6d @ 6" OC. SOLE PLATE NAILINGS (3) 16d EVERY 16" BWp2 NAIL 1/2" GWB BOTH SIDES W/11 GAUGE 1 3/4" LONG 7/16" HEAD DIAMOND POINT GAL. (9 7" O.C. yg° CL31511{0udt-(- 1/4" =1'-0" 4" CONC. SLAB Q — N UNDISTURBED OR COMPACT SOIL /SLOP TO O.H. DOORS FOUNDATION PLAN SCALE 1/4'=r LEFT ELEVATION SCALE 1W= 1'0" METAL ROOFING AND SHEATHING jl(o065B 4PL'y C'U P"' AS PER MFG. SPECS 0 LB BUILDING PAPER I I MFG TRUSSES 24" O.0 -71CAS4 -t9 gE o�lSl-rt-FolL F2-AM1r.�G I�SPELi-local 12 14 5/4 X 6 FASCIA BIRD. _�HARDI-PANEL SOFIIT W/ CONTIN VENTS SIDING TO OWNERS PREFERENCE Go 7/16" OSB SHEATHING , (O �2x4 D F.STUDS 16"0 C. 4-0n 4" CONC SLAB x 10 A.B,ask/C 0 C. MAX IHMP-1 W/ZI')C Z''X y1(9 ` ', I-•JA-4+l-EYL4 1 #4 TOP BAR 41 ;-'71 FYDa•'1 �12' X 18' MONO FTG 2 # 4 REBAR WALL SECTION SCALE 3/8"= 1'-0" ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24, 1997 UBC AS AMENDED BY WASHINGTON STATE BUILDING CODE COUNCIL NOTICE: Plans are approved excepting any errors or omissions. All work must pass Inspection In conformance with all applicable codes and regulations. Contact the Building Department at 379-4450 prior to making changes or revisions to the approved plans FRONT ELEVATION SCALE 114" = 1 .o RIGHT ELEVATION SCALE 114- = 10- BACK ELEVATION SCALE 114-= 1 .a Building Design (360) 6 8 3 - 8 6 5 8 Bondeson's cannot guarantee against hu- man error. contractor to verify all notes, dlmensions and condltlons prior to start of construction and be responsible for the same. Rulider or home owner to notify Bonde- aon's of any error or omissions prior to slart of construction. 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