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Home My WebLink AboutBLD10-069 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-069 Permit Type Residential - Addition/Remodel Project Name RE-MODEL KITCHEN Site Address 313 CLEVELAND ST Parcel # 948327502 Project Description Remodel Kitchen Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Williams Trstee Philip W Owner Williams Trstee Philip W Contractor Home Improvement & (360) 461-1486 CITY 008818 07/31/2010 Maintenance Contractor Home Improvement & (360) 461-1486 STATE HOMEIM*015I 06/08/2011 Maintenance Fee Information Project Details Project Valuation $15,000.00 Entered Bid Valuation 15,000 DOLL Plan Review Fee 163.31 Units: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: R-3 Building Permit Fee 251.25 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.03 Record Retention Fee for Building 10.00 Permit Total Fees $ 434.09 *%* SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name VERA Witt JAMS Date Issued: 04/12/2010 Issued By: MWAY Signature Vy Gj | U Wt ; ss —‘ié@*@ tlw’ yfrfio Date Expires: 10/09/2010 = BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-069 Permit Type Residential - Addition/Remodel Project Name = RE-MODEL KITCHEN Parcel # 948327502 Site Address 313 CLEVELAND ST Project Description Remodel Kitchen Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Date Issued: 04/12/2010 Print Name __ Issued By: MWAY Date oo Date Expires: 10/09/2010 Signature CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. 948327502. ~—s— PERMIT NO. BLD10-069 ISSUED DATE __ 04/12/2010 EXPIRATION DATE __ 10/09/2010 ADDRESS 313 CLEVELAND ST CONSTRUCTION TYPE OCCUPANT LOAD OWNER WILLIAMS TRSTEE PHILIP W PROJECT DESCRIPTION Remodel Kitchen CONTRACTOR HOME IMPROVEMENT & MAINTENANCE LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT FRAMING F|%o/; PLUMBING NA MECHANICAL INSULATION ==, GWB FINALBLDG/COFO f¥—— Cet TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT # DL-D IO - OGY DATERECEIVED.__ */- © = {© SCOPE OF WORK: ‘be | ) Vaan cl, c K{ TANTe Ai oe. WokRK onky DATE ACTION INITIALS Y—-S- [0 ENTERED INTO CHET Se CHECKED FOR COMPLETENESS A - S-10 Was arb eD fom OTY Bes._b Cense Se” Yn Tt O agePlied Fo@. tc At S Onn ar Exp 1-31-18 7. BO Plan revieu? complete Zoning: K-It. Setbacks OK? O Y/ 6] i Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? Development Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www. cityofpt.us Residential Building Permit Application Project Address: Legal Description (or Tax#) Office Use Only Sle Cleveland Addition: is ex. pts Permit # BLD10- O67 Zoning: K-11 Block: 27s" Associated Permits: Parcel# 949 22 7502. Lot (s):_ 3+ 4 ce Hou 2 327 Sor Project Description: kK tel, mon iS QR Wode ( Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Property Owner/Applicant: Name: (hy Lye + Vera Ijithj Ams Address: = (3 Clevelwnd Citysvzip: Pect Tewousend WA Phone: Email: Sco-S9S-UN30 Contact/Representative: Name: S4Amp¢ aes Atlsove Phone: Email: Nome Dem A aay. pe leg Address: 2 { Sa {20 City/SUZip: S L a LJA aa BS Phone: 260 Cf 6/ SOS. Email: ~“Wov ke $5, Cou State License # HOME mol SL Exp: City Business License #: ‘ Building Information (square feet): 1° floo 2™ floor 3” floor Finished: Covered: Heat Type: Electric Total: #Bedrooms #Bathrooms Heat Pump Other \, Size of lot lb OC2O Square feet Total Lot Coverage (Building Footprint):* Square feet: Impervious Surface:* CO" Square feet: % Pe *Total existin ro} ONG s = Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: _ SEL) Project Valuation: $ =S8-©66 \Sooe— What year was the structure built? 19S 7 If work includes demolition, see Page 2. Any known wetlands on the property? Y_ A y) Any steep slopes (>15%)? Y N). pes contractor | hereby certify that the inferniion provided is correct, that | am either the owner or athorizert to act on behalf of the owner and the Port Te Municipal Code. and that all activities associated with this permit will be in accordance with State Laws Print Name:__ Ph. lee Wiltt/Ams + a WirriArrs| ime \ \ sionaure: Li Lep Lhasa Yes Mllor~v te: Aye aa Page 1 of 2 - 1/4/2010 RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST Wi CQUSWAA - This checklist is for new dwellings, additions, remodels, and garages. esidential permit application. UU Washington State Energy & Ventilation Code forms - (Two (2) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: OA site plan showing: 4. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7 8 9. Location and diameter of existing trees D « ing Utility lines NP> ANIC Pang Mepeng If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers —-r F { oov Pp [ C Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting CO Floor plan: Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing | section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation UC Exterior elevations (all four) with existing slope of the land in relation to all proposed structures 0 If architecturally designed, one set of plans must have an original signature Cl If engineered, one set of plans must have one original signature UJ For new dwelling construction, Street & Utility or Minor Improvement application OW OO N D O H R W N A R A D N A A R W N > If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic “J Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior Gemojition for additions and remodels. | ll o Page 2 of 2 - 1/4/2010 L -OVER-_ CITE GE Fé TOWNSEND Parcel Details Page | of 2 Home ‘Departments * Search Parcel Number: 948327502 | SEARCH | Parcel Number: 948327502 Printer Friendly Owner Mailing Address: PHILIP WILLIAMS TRSTEE VERA V WILLIAMS TRSTEE WILLIAMS LIVING TRUST PO BOX 2081 PORT TOWNSEND WA983680259 Site Address: 313 CLEVELAND ST PORT TOWNSEND 98368 Section: 10 School District: Port Townsend (50) Qtr Section: SW1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: EISENBEIS ADDITION Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: EISENBEIS ADDITION | BLK 275LOTS3&4] | | Click on photo for larger image. a No Permit Data Assessor Bldg Data |Tax, A/V, Sales Info Map Parcel Plats & Surveys Available HOME | COUNTY INFO | DEPARTMENTS | SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later € Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?PARCEL NO=948327502 4/5/2010 Assessor Detail Building #1 unty ¥ Home County Info Departments ~ Search Assessor Detail Building #1 Parcel Number: 948327502 Year Built Year Remodeled Building Number 1 1957 0 Building Exterior Building Area Building Interior Building Type: HOUSE Building Style: 1 STY Foundation: CONCRETE PERIM. Exterior: SIDING/STUCCO (LAP) Roof Cover: WOOD SHAKE 1st Floor Area: 1941 2nd Floor Area: O 3rd Floor Area: 0 Loft Area: 0 Attic Area: 0 Total Area: 1941 Basement Area: 0 Int. Walls (Cabin): Heat: FORCED AIR SIN. 1 STY. Floor Cover (1): VINYL Floor Cover (2): CARPET Building Rooms Mobile Home Garage Bedrooms: 3 Full Baths: 2 Half Baths: 0 Make: Model: Length: Width: Year Built: Skirting: Area: O Type: Attached Area: 400 Exterior: Siding/Stucco (Lap) Roof: Wood Shake (Carport Square Footage: 0 1st Addition 2nd Addition Type: Area: O Year Built: 0 Exterior: Roof: Type: Area: 0 Year Built: 0 Exterior: Roof: To view another building associated with this parcel. Select building : 1 2 3 ‘i, Jefferson County HOME | COUNTY INFO | DEPARTMENTS | SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Se Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/assessordetail.asp?Parcel_ NO=948327502 ‘Page 1 of 1 4/5/2010 Va Mb , LL - f _ zd o r bo o dow al © N Te oa k ma e c H 90 K | rd i 56 0 2 rd 5 _ Pay we \ *\ y @| a y . { d : : "a ; 2 €6 ' 1 6L XV L VO L L O O = = x *? GNVTSAS 19 Contractors or Tradespeople ~ ‘iter Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Home Improvement & Maintenance UBI No. 600596772 Phone 3604614686 Status Active Address Po Box 442 License No. HOMEIM*015LN Suite/Apt. License Type Construction Contractor City Sequim Effective Date 6/15/1999 State Wa Expiration Date 6/8/2011 Zip 98382 Suspend Date County Clallam Specialty 1 General Business Type _ Individual Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Griffith, Brad C Owner 01/01/1980 Bond Information Bond Bond Company] Bond Account| Effective | Expiration | Cancel | Impaired Bond Received Name Number Date Date Date Date Amount Date OLD REPUBLIC Until 2 SURETY CO YLI238323 06/08/2002 Cancelled $12,000.00}03/11/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Company Policy Effective | Expiration | Cancel | Impaired Received Insurance Name Number Date Date Date Date INOUE Date NEVADA 9 CAPITAL INS NCICO00575 |06/08/2009 |06/08/2010 $1,000,000.00)06/08/2009 CERTAIN 8 U/W AT MCP46000444 |06/08/2008 |06/08/2009 $1,000,000.00}06/08/2008 LLOYDS CERTAIN 7 U/W AT WAS0002231 {06/08/2007 |06/08/2008 $1,000,000.00}06/07/2007 LLOYDS CERTAIN 6 U/W AT WAS000223 |06/08/2006 |06/08/2007 $1,000,000.00}06/27/2006 LLOYDS https://fortress.wa.gov/Ini/bbip/Print.aspx 4/5/2010 Contractors or Tradespeople ~ “iter Friendly Page Page 2 of 2 AMERICAN 5 STATES INS = |01CE58249670/06/08/2005 |06/08/2006 $1,000,000.00/05/10/2005 CO AMERICAN 4 STATES INS |01CE582496 06/08/2004 |06/08/2005 $300,000.00/05/14/2004 ae) AMERICAN 3 STATES INS |01CE582496 {06/08/2003 |06/08/2004 $300,000.00)05/22/2003 co Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/Ini/bbip/Print.aspx 4/5/2010 Receipt Number: BLD10-069 BLD10-069 BLD10-069 BLD10-069 BLD10-069 BLD10-069 948327502 Plan Review Fee 948327502 PLAN REVIEW REFUND 50 948327502 Building Permit Fee 948327502 State Building Code Council Fee 948327502 Technology Fee for Building Permit 948327502 Record Retention Fee for Building Per $163.31 $163.31 -$50.00 -$50.00 $251.25 $251.25 $4.50 $4.50 $5.03 $5.03 $10.00 $10.00 Total: $384.09 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 10-0319 04/05/2010 PLAN REVIEW DEPOSIT 50 CHECK 2371 $ 384.09 Total: $384.09 $50.00 BLD10-069 genpmtrreceipts Page 1 of 1 Receipt Number: CHECK 2368 $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 a by Weyerhaeuser 3 1/2" x 7 1/4" 1.6E Solid Sawn Douglas Fir #2 ¥ J-Beam® 6.35 Serial Number: ves wooremmm™ THIS PRODUCT MEETS OR EXCEEDS THE SET P CONTROLS FOR THE APPLICATION AND LOADS Member Slope: 0/12 Roof Slope0/12 a + b 10° 6" 4 . All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 4' Po Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Beam & pA SUPPORTS: \/ i Input Bearing Vertical Reactions (Ibs) Detail Other CL’ YW) iV / A Wy. Width Length Live/Dead/Uplift/Total 4 Studwall 3.00" 1.50" — 525/347/0/872 By Others None kK Ttehven Repeod yl 2 Stud wall 3.00" 1.50" 525 /347/0/872 By Others None -See iLevel® Specifier’'s/Builder’s Guide for detail(s): By Others Frou cel he * DESIGN CONTROLS: Meme ¢ Maximum Design Control Result Location 1 Shear (Ibs) 851 -730 3502 Passed (21%) Rt. end Span 1 under Snow loading Vinrlurcceeieg Moment (Ft-Lbs) 2180 2180 3341 Passed (65%) | MID Span 1, under Snow loading Live Load Defi (in) 0.140 0.342 Passed (L/881) MID Span 1 under Snow loading Bor /- YO OG Total Load Defi (in). 0.232 0.512 Passed (L/530) MID Span 1 under Snow loading j -Deflection Criteria) STANDARD(LL:L/360, TL:L/240). ; -Bracing(Lu): All compression edges (top and bottom) must be braced at 10° 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ‘ _The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: “IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevek® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevek® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: i OPERATOR INFORMATION: Vera Williams : Annie O'Rourke ~ as 313 Cleveland Street Prudential Drafting Solutions Port Townsend, WA 98368 PO Box 1246 Port Angeles, WA 98362 . Phone : (360)417-5615 : draftingsolutions@olypen.com P Copyright © 2009 by iLevel®, Federal Way, WA. C:\Documents and Settings \Annie\Desktop\Drafting Solutions\Williams, Vera\Roof Beam.sms 1 | Pe ~~ [et ¥2" B67 HIND Te Te " NO T I C E : Pl a n s ar e ap p r o v e d ex c e p t i n g an y er r o r s or om i s s i o n s . Al l wo r k mu s t pa s s in s p e c t i o n in co n f o r m a n c e wi t h al l ap p l i c a b l e co d e s an d re g u l a t i o n s . ie lo —— ) ~ - F I L E C O P Y AP P R O V E D Da t e : IO Pe r m i t No : > 1O — OC S ] 3» es e t Bu i l d i n g Of f i c i a l CI T Y OF PO R T TO W N S E N D