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Home My WebLink AboutBLD10-172City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER BLD \O- a owner _ \«Sedls JOBLOCATION ZAO\ Weceucreand Lf. Inspection of this structure has found the following violations: L a Z Os Net Cay GR AC peket eval GaN ue et Se le. P Mi vcle paz, L (x-22 —td WA a aa l-ta L — Gedhhs nile dasere yanks / ¥as\he 2 hk +s We Ufo aya : \ ers { [ ETA Wiad WL _ You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. "| Date (G- 20-18 inspector 1 bce A-e— INSPECTION REQUEST (360) 385-2294 DSD Main Office (360) 379-5095 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE | 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. 957602803. PERMIT NO. BLD10-172 ISSUED DATE _ 10/14/2010 —«EXPIRATION DATE __04/12/2011 ADDRESS 2101 WASHINGTON ST CONSTRUCTION TYPE _V-B_ OCCUPANTLOAD _59 OWNER _INTERWEST SAVINGS BANK PROJECT DESCRIPTION INTERIOR REMODEL CONTRACTOR LENDER INSPECTION INSP ATE COMMENT INSPECTION INSP DATE COMMENT FRAMING tn |"95/4 see barrecklbny MISCELLANEOUS MISCELLANEOUS INSULATION mn “Tee, cash Macuuan Cb GWB bak |229/,9 FINAL PUBLIC WORKS ; FIRE-FINAL pans | 2/194 FINAL BLDG/C OFO | Mak|'?/1 W/o TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-172 Permit Type Commercial Tenant Improvement Project Name INTERIOR REMODEL Site Address 2101 WASHINGTON ST Parcel # 957602803 Project Description INTERIOR REMODEL Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Wells Fargo Bank Owner Interwest Savings Bank Representative Borboa Maeriel (206) 576-1650 Fee Information Project Details Project Valuation $215,700.00 Entered Bid Valuation 215,700 DOLL Plan Review Fee 1,068.18 ie Heat Type: PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: Construction Type: V - B PLAN REVIEW REFUND 150 - 150.00 Bathrooms: 2 Occupancy Type: B PLAN REVIEW DEPOSIT 50 50.00 PLAN REVIEW REFUND 50 -50.00 State Building Code Council Fee 4.50 Technology Fee for Building Permit 32.87 Building Permit Fee 1,643.35 Record Retention Fee for Building 10.00 Permit Total Fees $ 2,758.90 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. | further certify that I am the owner property or authorized agent of the owner. Date Issued: 10/14/2010 Issued By: MWAY Date /O- [4-20 /O Date Expires: 04/12/2011 Print Name Signature CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG PERMIT# LB 1O—-\712 DATE RECEIVED &-24-2010 SCOPE OF WORK: DATE ACTION INITIALS Ss .-24-\0 | ENTERED INTO CHET MA <x. 2A- (GO| CHECKED FOR COMPLETENESS MUO Plan Review # Bedroom(s) = # Bath(s) = Heat Type: N y AF ye Qr.4 0. Weis = vet Bar Ob. * AOPRILEP? <>} <> A | G-(5-le Flow Wouters Cis he mee SEPTIC? Zoning: CL Setbacks OK? Ma change -all phtrwor. Ok. Si Lot Size: Td Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? (Check Impervious Surface limits 19.05.050D4(a) Shorelines Jurisdiction? Demo? Historic Rev/ Design Rev? Notice to Title? Lots of Record? Tom 20 9Bb-~76 Slo (sup) P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc July 12, 2010 Development Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Commercial Building Permit Application Project Address & Zoning District: Legal Description (or Tax #): Office Use Only oer suse a Addition: #MNGsS ANNO Permit pe TSG | Block: AS LoT > # BDO AT Parcel # G5 4D? BO Lot(s): aoa 4h pes Associated Permits: yo Sve) ; RNA PEO MONT S NED CIE WOE, AMIS Project Description: 36 eck” PrET edd MOAFICATIONG aonb ne WGA Le HAnity va" > Applications accepted by mail must include a check for initial plan review fee of $150 > See the “Commercial Building Permit Application Checklist” for details on plan submittal requirements. Property Owner: Lender Information: Name: wWEUS FAO BAY Lender information must be provided for projects Address: FAQ Able Ave. AT Fleoe over $5,000 in valuation per RCW 19.27.095. City/St/Zip: SEATLE , wA Ae \o4+- Name. GEL fF UNPEL> diliiat Project Valuation: $ S 216 m2) Email: Construction Type: vd NON- SPINE Wed) Contact/Representative: Name: MABLIGL. “DE ROk Occupancy Rating: Address: It D> Wins SS AP UDO Building Information (square feet): . City/StZip. Same wie GRD 1 floor St5S Restrooms: 19S _GRFT Phone: 206-5 Pte 14Sd 2" floor NDb_ScoPe- Deck(s): Email: MAE¢a Lm @ Aimee. Lom 3" floor Storage: Basement: Is it finished? Yes No Contractor: Other: Name:_TSD - BPP NOW __ NewO Addition O RemodeliRepair 5 Address: Change of Use 0 City/St/Zip: In) [e (° E l Vv PAY Phone: {| — Email N Total Lot Coverage (Building Footprint): mail: s) \\Squaterfeétii() : % State License #: Exp: : : Surt — mpervious Surface: City Business License #: Gily 2 TRMBBEND Sqliare'feetiid | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Mae 26 Bolo Signature: Date: $ a/ D010 COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels O Commercial building permit application. O Non-Residential Energy Code forms: <4 Lighting xt Mechanical x+ Envelope Ol Three (3) sets of plans with North arrow and scaled, no smaller than 4” = 1 foot: O Title Page/Cover Sheet: Project identification Project address, legal description, location map, tax parcel number(s) All design professionals identified including addresses and phone numbers Name, address, and: phone number of person responsible for project coordination Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories,-deférred submittals, etc. aP r o n > @ Designate compliance with all applicable codes . O Asite plan showing: Legal description and parcel number (or tax number), Property lines and dimensions On-site parking and driveway with dimensions Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location Delineated critical areas boundaries and buffers O 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 O 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) OO N O a p w n >= NO O R O N S O Wall 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 O Exterior elevations with existing slope of the land in relation to all proposed structures OD If architecturally designed, one set of plans must have an original signature 0 If engineered, one set of plans must have one original signature O For new dwelling construction, Street & Utility or Minor Improvement application OA H N A A P w W N > Setbacks from front, sides and rear in accordance with a pinned boundary line survey Window, skylight, and door locations, including escape windows and safety glazing ANKROM MOISAN ARCHITECTS ARCHITECTURE INTERIORS PLANNING TRANSMITTAL To: Development Services Date: 08.19.10 Firm: City of Port Townsend AMAA Project No: 101863 Address: 250 Madison Street, Suite 3 Client Project No: Port Townsend, WA 98368 Project: Wells Fargo — Port Townsend Branch Recipient Phone: 360.379.5095 We are sending you: [_] Shop Drawings _] Change Order CJ Prints (_] Copy of Letter [-] Documents [_] Reproducible Drawings _] Specifications C] Disks [_] Other: Sent via: (J U.S. Mail [J Overnight (J Pronto (X] Before End of ([] Fax # Day - 8.23.10 Total Pages Faxed: Copies: Dated: Item: 1 8.17.10 Check for Permit Review Fee 3 8.19.10 Full Size Drawing Sets Remarks: Please find enclosed tenant improvement drawings for permit review. A check for the permit review fee is also included. Thank you, Maeriel Borboa Distribution: Name: Organization: Fax No. By: S:\S-Z\Wells_Fargo\Port_Townsend_Branch_101863\00_Admin\00-99_Transfers\Outgoing\Trans to City of Port Townsend 081910.doc ANKROM MOISAN TRANSMITTAL RE} INTERIORS | URB Date Sent: 9-22-10 Transmittal ID: ] Project: Wells Fargo-City of Port Townsend, 2101 Washington Street AMAA Project #: 101863 To: Susan SS UESIEEEEEEEEimie City of Port Townsend ECEIWVE 250 Madison St. Suite #3 Port Townsend, WA 98368 SEP 24 2010 From: Mia Drummond Subject: Permit Check-Port Townsend CITY OF PO FORBSEND Sent Via: US Postal = Remarks: Please see enclosed for the permit check for Wells Fargo-Port Townsend Store Remodel. Please call Tom Dawes at 206-292-3181 when you receive the check so that he can pick up the permit. Contents Quantity: Dated: Description: 1 9-17-10 Permit Check-$2608.90 Signature: Mia Drummond interior Designer ANKROM MOISAN ARCHITECTS 6720 sw macadam, suite 100, portland, oregon 97219 direct 503.892.7313 fax 503.245.7710 www.amaa.com Permit Check_City of Port Townsend Page 1 of | 6720 SW Macadam, Suite 100, Portland, Oregon 97219 117 South Main St., Suite 400, Seattle, Washington 98104 Phone: 503.245.7100 | Fax: 503.245.7710 Phone: 206.576.1600| Fax: 206.447.5514 a www.AMAA.com Receipt Number: tes BLD10-172 957602803 Plan Review Fee $1,068.18 $1,068.18 $0.00 BLD10-172 957602803 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-172 957602803 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 BLD10-172 957602803 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-172 957602803 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-172 957602803 Technology Fee for Building Permit $32.87 $32.87 $0.00 BLD10-172 957602803 Building Permit Fee $1,643.35 $1,643.35 $0.00 BLD10-172 957602803 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $2,608.90 $150.00 BLD10-172 CHECK 74317 $ 2,608.90 Total: $2,608.90 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-172 957602803 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CHECK -741230—~O” $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 ICC/ANSI A117.1-2003 Chapter 9. Built-In Furnishings and Equipment 901 General 901.1 Scope. Built-in furnishings and equipment re- quired to be accessible by the scoping provisions adopted by the administrative authority shall comply with the applicable provisions of Chapter 9. 902 Dining Surfaces and Work Surfaces 902.1 General. Accessible dining surfaces and work surfaces shall comply with Section 902. EXCEPTION: Dining surfaces and work sur- faces primarily for children’s use shall be per- mitted to comply with Section 902.4. 902.2 Clear Floor Space. Clear floor space com- plying with Section 305, positioned for a forward ap- proach, shall be provided. Knee and toe clearance complying with Section 306 shall be provided. 902.3 Height. The tops of dining surfaces and work surfaces shall be 28 inches (710 mm) minimum and 34 inches (865 mm) maximum in height above the floor. 902.4 Dining Surfaces and Work Surfaces for Children’s Use. Accessible dining surfaces and work surfaces primarily for children’s use shall com- ply with Section 902.4. 7? EXCEPTION: Dining surfaces and work surfaces used primarily by children ages 5 and younger shall not be required to comply with Section 902.4 where a clear floor space complying with Section 305, positioned for a parallel approach, is provided. 902.4.1 Clear Floor Space. A clear floor space complying with Section 305, positioned for for- ward approach, shall be provided. Knee and toe clearance complying with Section 306 shall be provided. EXCEPTION: Knee clearance 24 inches (610 mm) minimum above the floor shall be permitted. 902.4.2 Height. The tops of tables and count- ers shall be 26 inches (660 mm) minimum and 30 inches (760 mm) maximum above the floor. 903 Benches 903.1 General. Accessible benches shall comply with Section 903. 903.2 Clear Floor Space. A clear floor space com- plying with Section 305, positioned for parallel ap- proach to an end of the bench seat, shall be pro- vided. 903.3 Size. Benches shall have seats 42 inches (1065 mm) minimum in length, and 20 inches (510 mm) minimum and 24 inches (610 mm) maximum in depth. 903.4 Back Support. The bench shall provide for back support or shall be affixed to a wall. Back sup- port shall be 42 inches (1065 mm) minimum in length and shall extend from a point 2 inches (51 mm) maximum above the seat surface to a point 18 inches (455 mm) minimum above the seat surface. ‘Back support shall be 2'/> inches (64 mm) maxi- mum from the rear edge of the seat measured hori- zontally. 903.5 Height. The top of the bench seat shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum above the floor, measured to the top of the seat. 903.6 Structural Strength. Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener mount- ing device, or supporting structure. 903.7 Wet Locations. Where provided in wet loca- tions the surface of the seat shall be slip resistant and shall not accumulate water. 904 Sales and Service Counters 904.1 General. Accessible sales and service count- ers shall comply with Section 904 as applicable. 904.2 Approach. All portions of counters required to be accessible shall be located adjacent to a walk- ing surface complying with Section 403. 904.3. Sales and Service Counters. Sales and service counters shall comply with Section 904.3.1 or 904.3.2. The accessible portion of the countertop shall extend the same depth as the sales and ser- vice countertop. 85 Chapter 9. Built-In Furnishings and Equipment ICC/ANSI A117.1-2003 tke oO No bench 1} lox to) Nir w 42 min 1065 (a) Clear Floor Space and Size 2 ma x 51 18 mi n 45 5 | 7 1 49 0 — 48 5 (b) Bench Back Support and Seat Height Fig. 903 Benches 008.5 Seay * portion of the counter surface 36 inc 5 mm) minimum in length and 36 inches (915 mm) maximum in height above the floor shall be provided. Where the counter surface is less than 36 inches (915 mm) in length, the entire counter surface shall be 36 inches (915 mm) maximum in height above the floor. A clear floor space complying with Section 305, positioned for a parallel ap- proach adjacent to the accessible counter, shall be provided. 904.3.2 Forward Approach. A portion of the counter surface 30 inches (760 mm) minimum in length and 36 inches (915 mm) maximum in height above the floor shall be provided. A clear floor space complying with Section 305, posi- tioned for a forward approach to the accessible counter, shall be provided. Knee and toe clear- ance complying with Section 306 shall be pro- vided under the accessible counter. 904.4 Checkout Aisles. Checkout aisles shall comply with Section 904.4. 904.4.1 Aisle. Aisles shall comply with Section 403. 904.4.2 Counters. The checkout counter sur- face shall be 38 inches (965 mm) maximum in height above the floor. The top of the counter edge protection shall be 2 inches (51 mm) maxi- mum above the top of the counter surface on the aisle side of the checkout counter. 904.4.3 Check Writing Surfaces. Where pro- vided, check writing surfaces shall comply with Section 902.3. 904.5 Food Service Lines. Counters in food ser- vice lines shall comply with Section 904.5. 904.5.1 Self-Service Shelves and Dispens- ing Devices. Self-service shelves and dispens- ing devices for tableware, dishware, condi- ments, food and beverages shall comply with Section 308. 904.5.2 Tray Slides. The tops of tray slides shall be 28 inches (710 mm) minimum and 34 inches (865 mm) maximum above the floor. 904.6 Security Glazing. Where counters or teller windows have security glazing to separate person- nel from the public, a method to facilitate voice com- munication shall be provided. Telephone handset devices, if provided, shall comply with Section 704.3. 153 Comments Check-out aisles: The criteria for check-out aisles are based on the type found in the typical large grocery store. For grocery check-out counters, the number required to be accessible is based on the number provided (IBC Table 1109.12.2). The accessible check-out aisles must be identified by appropriate signage (IBC 1110.1 Item 6). The adjacent aisle must be 36-inches wide minimum. In this transaction, the customer places the food on the check-out counter, the cashier scans it, the bagger bags it and the customer pays for it. To permit all this to occur and for the customer to observe what is going on, the check-out counter surface must be 38-inches maximum in height. A 2-inch high counter edge is permitted to prevent items falling off the conveyor (ICC A117.1 904.2). If a check writing surface is provided, that surface must also be accessible (ICC A117.1 904.4.3). The criteria for sales and service counters apply to locations where a straight exchange of goods, services or communication is provided over the counter; such as a dry-cleaner counter, a reception desk, a bank teller's counter or a library check-out desk. At least one 36-inch minimum wide portion of the counter must be at a height of 36-inch maximum (ICC A117.1 904.3). If service counters are provided in several locations (e.g., a library might have a reference desk, a children’s desk, a circulation desk, etc.), accessible counter space must be provided at each counter (IBC 1109.12.3). Fixed or built-in tables, counters and work surfaces: The criteria for built-in counters and work surfaces assume that some type of activity or work will be performed at that location. Counters that are part of individual work surfaces are not tl required to be constructed as accessible (IBC 1103.2.3 and 1104.3.1). Five percent of built-in i counters and work surfaces provided for general public usage are required to be accessible (IBC ' 1109.11). Examples would be: study carrels in libraries; admission counters in clinics where you I are required to fill out forms or a station in a laboratory or home economics class in a school. i The height and length of the accessible work surface would depend on the work to be performed. The work surface must be located between 28-inches and 34-inches in height (ICC A117.1 902.3). A 30-inch by 48-inch wheelchair space with adequate knee and toe clearance must be provided (ICC A117.1 902.2). Fixed tables are most commonly found in fast food establishments where the tables and seats are bolted to the floor. Five percent of built-in tables provided are required to be accessible (IBC 1108.2.8.1 and 1109.11). If mixed loose and fixed seating is provided, 5 percent of the built-in tables must still be accessible to allow for a variety of seating options. If seating is provided at a food counter or bar, the maximum height is 34-inches. Good design would allow for companion seating at the same height (ICC A117.1 902.2). Demolition Recycling Concrete Specialists Services Sawing & Drilling A Division of Nuprecon, LP ~ Yu (425) 869-6777 Corporate Office INUPRECON] Fax (425) 602-5227 35131 SE Center St. (800) 862-4687 Snoquaimie, WA 98065 www.nuprecon.com October 25, 2010 Se g cc ot e s John Dellinger Howard S Wright 501 Eastlake Avenue E., Ste. 100-A Seattle, WA 98109 “7 Re: Asbestos Abatement Wells Fargo — Pt. Townsend 2101 Washington Street Pt. Townsend, WA 98368 ; EWR Job # 30-30-0253 Dear John: This serves as our completion letter for the above referenced project. EWR has completed the removal and disposal of the asbestos containing materials from the site as identified in the Contract Documents. All materials were removed and disposed of at an accredited landfill in accordance with PSCAA and i L&I regulations. This letter should be kept with the permanent records for the property. i Thank you for the opportunity to work with you. We look forward to hearing from you in the future should the need arise. Sincerely, ENVIRONMENTAL WASTE RESOURCES DeeAnna Surface Project Engineer - EWR 35131 SE Center Street Snoqualmie, WA 98065 425-952-2901 Asbestos Contractor Reg. #01222 NUPREAL943K4 We are an equal opportunity ernployer SeattleePortlandeHonolulu