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HomeMy WebLinkAboutBLD2000-00150 • ' 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 #: BLD00-00150 Received Date 03/7/2000 SITE ADDRESS: 70 S CHANDLER CT Issue Date 03/7/2000 PORT LUDLOW, 98365 Expiration Date 03/7/2001 APPLICANT: POPE RESOURCES PHONE: 781 WALKER WAY PORT LUDLOW WA 98365 SUBDIVISION: INNER HARBOR VILLAGE CONDOS Block: Lot: 11 PARCEL NUMBER: 961601000 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: POPE RESOURCES PHONE: 437-2101 781 WALKER WAY PORT LUDLOW WA 98365 Contractor's License: POPER**123B9 Expires: 06/01/2000 LOAN LENDER/ PARKER, SMITH & FEEK BOND HOLDER: PROJECT DESCRIPTION CONVERT 4 PLEX TO DUPLEX REQUIRED INSPECTIONS: [ ] Footings/Setbacks (Shoreline Setbacks): [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: 6,.1---1 -Iumbing: .e /e4:- /f/c 4l�Y) . 24, :tom -%7 ©(� iil26/oa 1 I [ ] Propane Tank/Lines: �h, �/�r / �1 VitriC0c.ftl Insulation: (4 ��s a ✓I i cF [/t< 1[y4-r Sheetrock: =: , - •r/ >/ [ ] I/Occupanc Appr y E L.,iv t I�l � ci-- 1 -'ems • 0 N/ < //1/17 Z_ ((Z9 or HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO F L ECTION. 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 r BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00150 Received Date: 3/7/2000 SITE ADDRESS: 70 S CHANDLER CT PORT LUDLOW, 98365 APPLICANT: POPE RESOURCES PHONE: 781 WALKER WAY PORT LUDLOW WA 98365 SUBDIVISION: INNER HARBOR VILLAGE CONDOS Block: Lot: 11 PARCEL NUMBER: 961601000 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: POPE RESOURCES PHONE: 437-2101 781 WALKER WAY PORT LUDLOW WA 98365 Contractor's License POPER**123B9 Expires 06/01/2000 ARCHITECT/ ENGINEER : PROJECT DESCRIPTION: CONVERT 4 PLEX TO DUPLEX TYPE OF WORK DUP SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 180,676.00 MAIN: 2 962 CODE EDITION: 1997 ADD'L: HEAT TYPE: EEE OCCUPANCY: R-3 HEAT BASE: HEAT TYPE: OCCUPANCY: R_1 UNHEATED: #OF STORIES: CONST TYPE: 5N OTHER: GARAGE: 1,422 SHORELINE: CONST TYPE: DECK: 408 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW STORMWATER: YES NO AREA BEDROOMS: BATHROOMS: Wetland Erosion Exist: Exist: Seismic Streams Prop: 4 Prop: 4 Flooding Landslide Total: 4 Total: 4 F&W Plat Conditions Routing Date: Shoreline Aquifer Forest: Commercial Rural Proximity Type Amount Paid By: Date: Receipt: Approved/Date State Building Code $4.50 LMB 03/06/00 25299 'Q A VI State Building Code $2.00 LMB 03/06/00 25299 Permit $756.55 LMB 03/06/00 25299 - Total: $763.05 OP `�so C C � 4 1 �, cC 84,, Co, vai d • �o)r oy I:\F_BLD_App_Bld.rpt 10/29/99 C;- /S/5T/rt? 14 A M/76-0 .._•'1'li`"17�P) 4-01 4 y—PW x J7 1426 Jefferson County Department of Community Development r ,4.0' °� � Cr 621 Sheridan Street,Port Town;;lid WA 88388[3601370-4450 � rmt_. Q Oocol, (an 1.111 Project Description: 1 Li `h. C v V)-lt L L 0 C-i 1_,4<'` 1 Building Type: Pr ject Type: F e Type: Single Family New /Wood Garage Attached/Detached El Addition Steel Modular El Alteration/Remodel ❑ Concrete Commercial El Repair ❑ Masonry r Multi-family/#of Units Z u Demolition ❑ Other: • Industrial • Other: 1 Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: C: Existing: C' -*Sewer ❑Community System ) Electricity El Oil Proposed: 4 Proposed: 9 Individual System Woodstove H Propane Total: LiTotal: `t If not sewer,fill out the following: Heat Pump Conventional El Alternative ❑ Other Permit# SEP Water Supply: �/ O Private well n Two Party Well Public:Name of water system: L— Square Footage: ` For Office Use Only • r� Main Floor z2'6 2— )(P 2 2)��� UBC OCCUPANCY GROUP 2ND Floor Base fee 1 yyn. 3S , 3r Floor Plan Check fee Htd Basement State Surcharge fee (l ,5 t) Unhtd Basement Subtotal 14 C3,4S 1 oglir ' argon /yZ 2— Z2,I0 Pot Water Review fee - Decks 7�8 Li O) 9 — 9iT <lcg1U•€"> Commercial TOTAL —7(.03, J S• Industrial Receipt # '2 52 q q Other Cash/Check# j y 3 Total Valuation: Initials 'vAS C' Or Date G0 ' (2) Estimated Cost: ( I `-Eli (,,' 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 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 attomey's fees and expenses which may in any way accrue against Jefferson County as a result f or in consequence of the granting of this permit. I further agree to provide accg ri 'of etjiiy 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 the li s pr p / e shall/he equest and shall occur during regular business hours. f) Signature: (� j/ l�� /i Date: l/G'/ � 0 G 1 • • DANIEL TYRRELL, P. E. Consulting Engineer November 8, 2002 Douglas Barber, President Inner Harbor Village Condominium Association 90 A South Chandler Court Port Ludlow, WA 98365 (360) 437-5018 Dear Mr. Barber, I am writing as a follow up to my Initial Roof Truss Inspection Report dated October 23, 2002. After further thought regarding the situation at 90 and 70 South Chandler Court,Port Ludlow,I have arrived at a further recommendation. It is my opinion,that the tile should be removed from the Unit A roofs of both 90 and 70 South Chandler Court. A lightweight roofing membrane must then be added to make the building weather resistant. Removing the tile would significantly lower the dead load on the roof, lessoning the likelihood of failure. Removing the tile will also make it easier to push the buckled truss members closer to their unbuckled shape and allow the out of plumb trusses to be moved back towards plumb during the short term repair phase listed in my report. I also want to be clear that the roofs over both 90 and 70 South Chandler Court have significant safety issues. While the short term repairs that I've listed both above and in my initial inspection report will significantly increase the stability of the roof. I can offer no assurance of the integrity of the roof beyond dead load(w/the membrane roof replacement). Occupancy of these units during a snow load event is not recommended. Obviously, as snow can accumulate without the occupants being aware (i.e. during the night), occupancy in general should be questioned. It is my recommendation that all these issues be discussed with the occupants and the Building Official for your community to arrive at an appropriate decision. If you or the Building Official has any questions, feel free to contact me. Sincerely, Daniel J. Tyrrell, P.E. 2121 Meridian East • Suite #9 • Edgewood, WA 98371 • (253) 568-7991 • FAX (253) 568-8137 Email: dantyrrellaworldnet.att.net 04/28/2005 13:08 FAT 253 568 S DA\ TIRRELL PE L�I002 DANIEL TYRRELL, P.E. Consulting Engineer April 27,2005 Joe Klinker a v rr" Olympic Ridge Construction Re: Roof repairs 70 &90 South Chandler Court, Port Ludlow,WA JEFFERSON COUNTY DCD Dear Mr. Klinker, I am writing in regard to the referenced buildings. I was not retained by the Inner Harbor Condo Association to act as a full time inspector during the repair process. However during the repair process I visited the site and viewed a portion of the work that was visible. I also was shown some photographs of work that had already been covered. The majority of the work appeared to be done correctly. In a follow up report to IHCA, several corrections were noted in writing. In subsequent conversations with IHCA board members, I was told that the corrections had been carried out to their satisfaction. If you have any further questions, feel free to contact me. Sincerely, Daniel J. Tyrrell,P.E. 4,k' w09 • Ti'‘ TONALG carat 6-16-05 2121 Meridian East • Suite #1 b• Edgewood,WA 98371 • (253) 568-7991 • FAX (253) 568-8137 Email: dantvrrell!u;worldnet.att.net