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HomeMy WebLinkAboutBLD200-00149 . 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 #: BLD00-00149 Received Date 03/7/2000 SITE ADDRESS: 90 S CHANDLER CT Issue Date 03/7/2000 PORT LUDLOW, 98365 Expiration Date 03/7/2001 APPLICANT: POPE RESOURCES PHONE: (360)437-2101 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 Wal ` 1/4— Ol< tC/tc9— [ ] Fra m•/Plumbi /t,4/0420.:7 [ ] Propane ( Q <- S a D 60 [ l Insulation: et,�u , ate✓ O f< k5 00`A7 1 /IL ( (It N r'11� 7 ©�1^: / [ ] Sheetrock: e." OA 5/30/0 lam G l(, G it)/- [ Final/Occupancy Approval: 1 `t .ct e Cr 512.t HEALTH PART ENT 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. 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 • • • BUILDING PERMIT APPLICATION . Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00149 Received Date: 3/7/2000 SITE ADDRESS: 90 S CHANDLER CT PORT LUDLOW, 98365 APPLICANT: POPE RESOURCES PHONE: (360)437-2101 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 MAIN: 2,962 VALUATION 180,676.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-1 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N 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: Ap roved/Date Permit $672.55 LMB 03/06/00 25299 i,PPR O r'. Plan Check $940.78 LMB 03/06/00 25299 State Building Code $4.50 LMB 03/06/00 25299 j State Building Code $2.00 LMB 03/06/00 25299 Total: $1,619.83 '� n unty larrn►ng ,,—>,, & Building„� Depart/nent I:\F_BLD_App_Bld.rpt 10/29/99 WSA WEST SOUND ARCHITECTURE .� Architectural Services • Digital Estimating D ECEOWIE September 5, 2002 :tll OCT 1 1 2002 .J Port Ludlow Associates JEFFERSON COUNTY 7 '1 Walker Way DEPT. OF COMMUNITY DEVELOPMENT Port Ludlow, WA c15365 Attn: Jeff Evanger Re: Duplex townhouses on South Chandler Court, Port Ludlow BASIS This report is the result of a site inspection on August -, 2002, conversations with Rod Schenk, Professional Engineer, and Robert Shupe, Professional Engineer, and a review of the original truss calculations/details. DESIGN ANALYSIS According to the truss documents the design loads are 25 psf live load and 15 psf dead load on the top chord, with a '7 psf dead load on the bottom chord. Provided the trusses were properly manufactured, these loads are adequate to meet the required design loads for both the Uniform Building Gode and light weight tile roof of 9 psf. INSPECTION During my inspection of the duplex roofs I found that some required bracing was not installed (see the attached exhibit's A, B and C for examples). Specifications require that the top chords be continually braced, ie: sheathing nailed to the top chords or 1x4 bracing installed. This also was missing. One hip truss was noted out-of-plumb, probably a result of the lack of top chord bracing. In other words, the design is adequate, the installation is lacking. RECOMMENDATION In order to fix the errors, the areas in question need to be jacked and/or braced to proper alignment and all permanent bracing noted on the drawings installed as specified (see exhibit's A, B and G). Metal fastener connections should be inspected and corrected as required (jack trusses to hip and/or hipmaster trusses). Once completed, the trusses should perform as designed. If you have any further questions, please contact me at your convenience. icerel 410 RE,. TERED AR I HITECT • d • I ' JAME. J Y ER STATE OF ASH GTON ..lames J. Yeager Architect ~norm Al C c*..*e uv.F„u,.0 tnd • IP(l RnY 1dF21 • Kinnctnn WA 9R-146 • 360.297.8233 FAX 360.297.4330 yi /Ater ,4/`/ t'k'?JTh`% ?eon' 4 � ..,<:,,r 774r , — ,1 ,. 4$ON Jefferson Canty Department of Commmdty Develaiment w °6.� 621 Sheridan Street,Port Town :nd WA 88368 13601 378-4450 � i 1 ' '2^ . - - $ prm5 I' A , . ?S G,....., o acT00n ._____ Project Description: C J L- , C r-\A 1 }_ fZ C DO l2_. Building Type: P ject Type: F e Type: Single Family New Wood ❑ Garage Attached/Detached EJ Addition / ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry Multi-family/#of Units 2_- ❑ Demolition ❑ Other: ❑ Industrial • Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: U Existing: C_) X Sewer ❑Community System X Electricity ❑ Oil Proposed: H Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: I Total: If not sewer,fill out the following: E Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit # SEP Water Supply: WC- 0 Private well ❑ Two Party Well❑ Public:Name of water system: ' Square Footage: For Office Use Only Main Floor 762- (�, Z ')1 c, UBC OCCUPANCY GROUP 2ND Floor Base fee I y 4-13S 3rd Floor Plan Check fee Ci //() •, % • Htd Basement State Surcharge fee h Unhtd Basement J Subtotal Z.-j�I 9 .(0 3 , Garage/Carport / % 2-2-S I LI Z2_U Pot Water Review fee, Decks "�'�'� ' 4 U`6(� eel— ( I) 1 "119.u°> Commercial TOTAL i (Q ) 9 . cA 3 ' Industrial Receipt # 2 Z r 1 r) Other Cash/Check# I Li 5 Total Valuation: Initials (AS(n Or (� Date '(> - V 0 ' Estimated Cost: \ I 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 attomeyr'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. 7 I further agree to provide 'Olt 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 e an' rop or structure shall be requested and shall occur during regular business hours. Signatures l�� //' Date: 1 , (() 2()CEO