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Home My WebLink AboutBLD2001-00717 • MLA01-00636 BUILDING PERMIT APPLICA N Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00717 Received Date: 12/28/2001 SITE ADDRESS: 1132 VAN TROJAN RD CHIMACUM, 98325 OWNER: RICHARD F TOLLEFSON PHONE: (360)732-4080 PO BOX 100 CHIMACUM WA 98325-0100 SUBDIVISION: Block: Lot: T 19 PARCEL NUMBER: 901222012 Section: 22 Township: 29 N Range: 01 W CONTRACTOR: TOLLSHARK CONSTRUCTION INC PHONE: (360)732-4080 PO BOX 100 CHIMACUM WA 98325 Contractor's License TOLLSCI107D6 Expires 03/15/2002 REPRESENTATIVE(S): PROJECT DESCRIPTIO B (A.v■4cckt8 r-C 2-/f/A.hP_ct{ee-d. Shop TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,400 VALUATION 28,000.00 ADD'L: 400 HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 2WELL 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: IZ� ID F&W LAquif Aquifer Shoreline A uife Forest: Commercial Rural Proximity Plat Conditions Type Amount Paid By: Date: Receipt: Approved/Date Permit $421.55 MAM 12/28/01 42495 Plan Check $126.47 MAM 12/28/01 42495 APPROVED State Building Code $4.50 MAM 12/28/01 42495 Total: $552.52 APR 15 2002 Jefferson County Planning & f3 irrLi g Dep ment �¢sON cb DEPARTMENT OF COMMUNITY DEVELOPMENT � f1y 621 Sheridan Street,Port Townsend,W A 98368 { Tel:360.379.4450 Fax:360.379.4451 Web:www.co.ief ferson.wa.us/communitydevelopment gsf' p E-mail:dcd(2co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT #: BLD01-00717 APPLICANT: C/O ESTATE OF RICHARD F TOLLEFSON PHONE: (360)732-4080 PO BOX 100 CHIMACUM WA 98325-0100 SITE ADDRESS: 1132 VAN TROJAN RD Issue Date: 04/25/2002 CHIMACUM, 98325 Final Date: 5/27/2015 SUBDIVISION: Block: Lot: TX 19 PARCEL NUMBER: 901222012 Section: 22 Township: 29 N Range: 1W PROJECT DESCRIPTION: UNHEATED STORAGE BUILDING/UNHEATED SHOP (revised), music room and storage room with upstairs office wihalf bath and kitchenette, no stove. NOT FOR RESIDENTIAL OCCUPATION. THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 1997 EDITION. OCCUPANCY GROUP: S-1 TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 5/27/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 5/27/2015 gSON cr ' 3 f, F-7 q nw i- Jefferson County Department of Community Development k�w !� _. 621 Street,Port Townsend WA 88368[360] 378-4450 W �A� n • \\1.,.._.,9,-,NG,c-i. DEPT. F ilCOMM UNITY DEVELOPMENT Project Description: Building Type: Project Type: j Frame vpe: Single Family _'ew Wood Garage•Attached/Detached Lion Stee Modular Alteration/Remodel ' Concrete • Commercial Repair Masonry Multi-family/#of Units Demolition Other: Industrial Other: 'MLA/ - ' eilleA(7at Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: Sewer Community System J Electricity _ Oil Proposed: Proposed: — Cndividual Systemb Woodstove Propane Total: .611" Total: If not sewer;thl1 out the following: Heat Pump • ' Conventional Alternative Other MIAOW. Permit# SEP Water Supply: Private well ,x"Two Party Well Public:Game of water system: Square Footage: For Office Use Only Main Floor 2.400 If. 1/000 UBC OCCUPANCY GROUP II '' 2ND Floor 400 IP 1.I 90D° Base fee `-lo� ss 3rd Floor Plan Check fee 12-6. 4—1 - Htd Basement '.tate Surcharge fee 4 ' S� Unhtd Basement Aggpoo Subtotal 5S Z, 52, Garage/Carport Pot Water Review fee —( Decks - 911/Rd Approach fee �J Commercial - TOTAL SS 2-. SZ Industrial - Receipt# yai/7S Other Cash/Check# to Sp5t 7 Total Valuation: Initials A� Or Date (�'�l_t% ag. `s9 Estimated Cost: 2��l�d 0 �m �� . 5? If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft. Bank Height ft. l Its 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,judwnents,court costs,reasonable attorney's fees and expenses which may in any was accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide a ess and ri.ht 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 th' 's property or structure shall be requested and shall occur during regular business hours. / L // Signature: ��/� Date: 6 l( ' 49l 11:1 lOML\PI.NCNTR\1N1'OBl.DG\FORMS\BI.DpermitApplicationl/2000 • 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#: BLD01-00717 Received Date 12/28/2001 SITE ADDRESS: 1132 VAN TROJAN RD Issue Date 04/25/2002 CHIMACUM, 98325 APPLICANT: RICHARD F TOLLEFSON PHONE: (360)732-4080 PO BOX 100 CHIMACUM WA 98325-0100 SUBDIVISION: Block: Lot: T 19 PARCEL NUMBER: 901222012 Section: 22 Township: 29 N Range: 01 W CONTRACTOR: TOLLSHARK CONSTRUCTION INC PHONE: (360)732-4080 PO BOX 100 CHIMACUM WA 98325 Contractor's License: TOLLSCI107D6 Expires: 03/15/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION UNHEATED STORAGE BUILDING/UNHEATED SHOP RfiQUIRED INSPECTIONS: SETBACKS / Footings: / k `t�o p"L [ ] Foundation: JJ [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: ANot [ ] Propane Tank/Lines: I 41 [ ] Insulation: A ,,,y lsra' 7 /ie [ ] Sheetrock:/ nwER �Ectti�G 9,6 [ ] Septic System Final Approval: [ ] Zoning Final Approval: •[ ] Final/Occupancy Approval: -- '/2.0l/r _4 y, -� 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. SPECIAL CONDITIONS APPLY- SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • • SPECIAL CONDITIONS FOR CASE BLD01-00717 1.) The application was reviewed by the Jefferson County Department of Community Development staff on January 29, 2002 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: WETLAND ON WESTERN HALF OF PARCEL; SEISMIC HAZARD ON WESTERN HALF OF PARCEL; AND TYPE 5 STREAM IN NORTH-SOUTH DIRECTION NEAR MID-POINT OF PROPERTY. 2.) The project components are more than 250' from the mapped/identified wetland. The requirement for a wetland delineation and report is waived based on maintenance of a 225' buffer from the wetland per UDC Table 3-3. 3.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 4.) The project is located in close proximity to an identified wetland and is subject to the delineation provisions of Section 3.6.9 of the Jefferson County Unified Development Code. Based upon the proposed location of the project in relation to the identified wetland, the applicant has agreed to maintain a buffer(setback) that exceeds the standard buffer requirements by fifty (50) percent. The applicant acknowledges the additional setback and agrees to maintain the extra 50 percent buffer, therefore, waiving the wetland delineation requirements of the Unified Development Code. 5.) 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. 6.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall contain the following statement: 'Wetland & Buffer- Do Not Remove or Alter Existing Vegetation." 7.) A permanent physical separation along the upland boundary of the wetland buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 8.) The type 5 stream is located within the 225 waiver wetland buffer area and therefore consistent with the stream buffer required in the UDC. 9.) An additional setback of five (5) feet is required from the edge of the buffer area to the proposed unheated storage building/unheated shop. 10.) The applicant is proposing to create or add 4220 square feet of impervious surface and 4400 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 Small Parcel Erosion and Sediment Control Plan. The applicant submitted a SPESCP. 11.) A Small Parcel Erosion and Sedmentation Control Plan 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. 12.) 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). 13.) This approval is for a unheated storage building/unheated shop 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.) The parcel is a legal non-conforming lot that is designated as Rural Residential (RR1:10) under the Jefferson County Comprehensive Plan Land Use Map effective 8/28/98. 15.) A septic system and drainfield was installed on the parcel under permit SEP83-00105. The permit was issued 4/25/1983 and has not been finaled, however, the applicant has renewed the septic permit on an annual basis. 16.) A building permit(BLD89-0006.faas issued 8/28/1989 on the parcel for con1;action of a single family residence and a detached garage. The permit is in an active status where the most recent renewal of the permit was 9/11/01. The permit is now valid until August 28, 2002. 17.) Maximum Impervious Surface Area shall not exceed 25 percent. 18.) Miniumum setback from Van Trojen Road (a county local access road)shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum rear yard setback from the edge of the wetland area shall be 230 feet based on Section 3 of the Unified Development Code (UDC). 19.) The Outbuilding height shall not exceed 35 feet. i:1F_BLD_Permit_Buildng.rpt 11129/19 i I I I I I I I I I I I I I I I I I I I I I I L -------------------- J ®z S � S A Qp 0 n _ _ g O I C rn o N f SINK nIIII N 1}} � Un Z I 214\, PQ1 5'4" — .>- � � rn cn r x n x - - - - - - -- 1T-7"_ �I> ? 3N 41 J T�O 4 I r��o 9TX60° FIXED CSMT 5ILL 9 29' O24' -0" �o cn v_ Z A TI°rn n I N n c3i"o Ci N rn x Cf1 n U' (J1 = SHOP /SKYBRIDGE /GARAGE 1 Innrn rl llnn nl A K10 Im va V � fi,+ el w - I l.ca I a'r r � I S 1N1 I N n c3i"o Ci N rn x Cf1 n U' (J1 = SHOP /SKYBRIDGE /GARAGE 1 Innrn rl llnn nl A K10 Im va V � fi,+ el w - I l.ca I a'r Braced Wall Panels A48" minimum plywood shear wall panel at 1 & 2 story buildings placed within 8' -0" of corners and every 25' -0" o.c. At the 1 st floor of 2 story buildings shear walls panels in each wall line shall total 25% of the building length at that wall line. 1/2" CDX plywood one side (block all plywood panel edges) nailed with 6d nails at To.c. to studs at panel edges, 60o.c. into sole plates, To.c. into top plate and 120o.c. intermediate studs. No holdowns required. Maximum wall height is 10' -0 ". Q2 32" minimum plywood shear wall panel at 1 story buildings to replace panel #1. 1/2" CDX.plywood one side (block all plywood panel edges) nailed with 6d nails at 60o.c. to studs at panel edges, To.c. into sole plates, 60o.c. into top plate and 120o.c. intermediate studs. Provide minimum 2 anchor bolts at each panel placed at panel quarter points and STHD8/SRJ holdown at 8" concrete walls (min. 1800 lb. uplift) installed per the manufacturers specifications at each end of panel. Provide continuous foundation with minimum of 144 rebar top and bottom for full length of wall line (do not stop footings at garage door openings). Maximum wall height is 10' -0 ". Q3 32" minimum plywood shear wall panel at 1 st floor of two story buildings to replace panel #1. 1/2" CDX plywood each side (block all plywood panel edges) nailed with 6d nails at 6 "o.c. to studs at panel edges, To.c. into sole plates, To.c. into top plate and 12 "o.c. intermediate studs. Provide minimum 3 anchor bolts at each panel placed at panel fifth points and PHDbholdown with SSTB20 anchor bolt at 8" concrete walls (min. 3000 lb. uplift) installed per the manufacturers specifications at each end of panel. Provide continuous foundation with minimum of 144 rebar top and bottom for full length of wall line (do not stop footings at garage door openings). Maximum wall height is 10' -0". 4Q 48" minimum GWB interior shear wall panel at 1 & 2 story buildings in wall lines placed 25'- 0 "o.c. each way perpendicular to exterior walls. Place wall panels within 8' -0" of exterior wall and every 25' -0" o.c. At the 1st floor of 2 story buildings shear walls panels in each wall line shall total 25% of the building length at that wall line. 1/2" GWB each side (block all panel edges) nailed with 5d cooler or wallboard nails at To.c. to all studs and blocking, To.c. into sole plates, To.c. into top plate. No holdowns required. Maximum wall height is 10' -0 ". 5Q 96" minimum GWB interior shear wall panel at 1 & 2 story buildings to replace panel #4 (see panel #4 for additional info.). 1/2" GWB one side (block all panel edges) nailed with 5d cooler or wallboard nails at 7 "o -c. to all studs and blocking, To.c. into sole plates, To.c. into top plate. No holdowns required. Maximum wall height is 10' -0 ". ANcHmlz 5 V f v` U d �t II zl t� Shear Wall Schedule' 23 Mark Sheathing and Nailin ° Toenailing to To2 Plate Attachment of Bottom Plate Non-Br g. Wall Bearing Wall Facenailing @ Joist or Blocking Anchor Bolts Foundation Joist to Top Plate Blocking SW1 SW2 112" ply, one side w/ 8d 6 "o.c. 1/2" ply. one side w/ 8d Q 4 "o.c. I 16d @ 12 "o.c. both sides 16d @ 9 "o.c. both sides 16d @ 10" o.c. 16d @ To.c. 16d @ 8 "o.c. 16d @ To.c. 5/8" diam. 48 "o.c. 5 /8" diam. 48 "o.c. o,vcn au prywucxw panel eages. 2Provide panel edge nailing for full height of all double studs and columns with holdowns. 3Nail plywood to intermediate studs with 10d's @ 12 "o.c. Nailing along plywood panel edges (panel edge nailing). 1ING FLa.N JEFF- 4-,0UNTVOCO BUIf_i)ii. 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