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Permit D06-264 - Prosser Piano & Organ - Tenant Improvement
PROSSER PIANO & ORGAN COMPANY 13400 INTERURBAN AV S 1)06 -264 City of Tu.,wila Department of Community Development 6300 Southcenter Boulevard, Suite #I00 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: ettukwita.wa.us Parcel No.: 0003000115 Address: 13400 INTERURBAN AV S TUKW Suite No: Tenant: Name: PROSSER PIANO & ORGAN COMPANY Address: 13400 INTERURBAN AV S, TUKWILA WA Contractor: Name: T & L CONTRUCTION CO Address: 9224 55 AV NE, MARYSVILLE WA 98270 Phone: 360 658 -0942 Contractor License No: TLCONC'106K5 Value of Construction: $150,000.00 Type of Fire Protection: SPRINKERS /AFA Type of Construction: IIIB doc: IBC- PERMIT DEVELOPMENT PERMIT Steven M. beezed. Mayor Sieve Lancaster, Director Owner: Name: HILL INVESTMENT CO LTD PTNS Address: 7900 SE 28TH STE 310 PO BOX 700, MERCER ISLAND WA, 98040 Phone: Contact Person: Name: BZ ZENCZAK Address: 4545 S UNION AV, STE 200, TACOMA WA, 98109 Phone: 253 475 -0380 Permit Number D06 -264 Issue Date. 08/31/2006 Permit Expires On: 0212T1200T * *continued on next page** Expiration Date: 05/21/2008 DESCRIPTION OF WORK: CHANGE OF USE FROM B TO B AND M. RENOVATION SHALL INCLUDE DEMOLITION OF NON - BEARING WALLS AND INSTALLATION OF INTERIOR GLAZING. Fees Collected: $3,723.32 International Building Code Edition: 2003 Occupancy per IBC: D06 -264 Printed: 08 -31 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Lend Altering: Landscape Irrigation: Moving Oversize Load: Permit Center Authorized Signature: Signature: Print Name: doc: IBC - PERMIT City of Th.,rwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: ft.tukwila.wa.us N N Steven M. %salt, Mayor Steve Lancaster, Director Water Main Extension: Private: Public: Water Meter: N I E iet e J✓OJJtI Permit Number: D06 -264 Issue Date: 08/31/2006 Permit Expires On: 02/27/2007 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N / l A v lA A Date: OM ) /0 C. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructign or the perfo mance of work. I am authorized to sign and obtain this development permit. Date: 7 - 31- 0-6 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 160 days from the last inspection. 006 -264 Printed: 08 -31 -2006 CITY OF TUIX:1 A DEPT. OF CC'.: ;;U ? :.TY "� 63C0 .0 1;.:.:. ,...I TUY.wiLA do-, L., 1: 'BUILDING DEPARTMENT CONDITIONS *" PERMIT CONDITIONS PERMIT CENTER Parcel No.: 0003000115 Permit Number: D06 -264 Address* 13400 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 07/11/2006 Tenant: PROSSER PIANO & ORGAN COMPANY Issue Date: 08/31/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, Inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special Inspections and verifications for concrete construction shall be required. 6: When special Inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building Inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special Inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development Index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 14: Ventilation Is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the doc: Conditions D06 -264 Printed: 08 -31 -2006 CITY OF TUI< rI A DEPT. CF CO "t,'U ?::TY D - "-' C:'I" NT 630 TUKVeiLA, WA 163 PERMIT CENTER International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ***PLUMBING AND GAS PIPING*** 19: ***FIRE DEPARTMENT CONDITIONS*** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located In conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 27: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 28: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) doc: Conditions D06 -264 Printed: 08 -31 -2006 CITY OF TU':e':!'A DEPT. OF CO :.:U : :'. fY D CP_C"NENT PERMIT CENTER 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less from the nearest visible exit sign. (IFC 1011.1) 31: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 32: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 33: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 34: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 35: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 36: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 37: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 38: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 39: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a doc: Conditions D06-264 Printed: 08 -31 -2006 CITY OF TU.:XP.I.A DEPT. OF CC.:' U1,ITl DL LortdIE 6300 C.JUTI :11 L, 10II JD. TUKWILA, WA PERMIT CENTER minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page** 006 -264 Printed: 08 -31 -2006 CITY OF TUV III_A r DEPT OF CC':,::U;;;i ( . ': - 1.,NT 630 C_1..1E . I" VD. PERMIT'CENTL I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: 4474 .4 la-ptit Date: S r-3 /' 1)41 Print Name: /434 4 Aye, doc: Conditions D06 -264 Printed: 08 -31 -2006 Site Address: 13400 Interurban Avenue South Tenant Name: Prosser Piano & Organ Company Property Owners Name: Prosser Piano & Organ Company Mailing Address: 13400 Interurban Avenue South Name: B.Z. Zenczak Mailing Address: E -Mail Address: studio @zpaaia.com 0014o01ambingand'Gas Piging (pg S Company Name: To be determined Mailing Address: city Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OT RECORD Allplaiis must bewet stamped by Arai* Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: N/A Mailing Address: CITY OF TUKWIL$ Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httol/www.citukwila. we. as 4545 South Union Avenue, Suite 200 Zenczak & Partners - Architects, A.I.A. Tukwila City Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 0003000115 Suite Number: Floor: New Tenant: ❑ Yes ®..No WA 98168 State Day Telephone: (253) 475 -0380 Tacoma WA 98409 City state Fax Number: ( 253) 475 -3553 State 4545 South Union Avenue, Suite 200 Tacoma WA 98409 B.Z. Zenczak studio @zpaaia.com Zip Zip Zip City State Day Telephone: ( 253) 475 -0380 Fax Number: (253) 475 -3553 Zip ENQ!NEER ,REC ORD -' All plans - mu be wet tamped by Engineer of llpco Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:tApplintiautrams-Applicuipu On Line13-2006- Permit Applicatien.doc Revised: 4-2006 bh City State Zip Page 1 of 6 Number of Parking Stalls Provided: Standard: 27 exist . QAApplieuiom\Porms- Applications On Line 3.2006 • Permit Applialion.doc Revised: 4-2006 bh fI01�' - 20b- 431 -3620; ;' Valuation of Project (contractor's bid price): $ 150,000 Scope of Work (please provide detailed information): Change of use ( see below) renovation shall include demolition of non - bearing walls. installation of injarior glazing. Existing Building Valuation: $ 1,000,000 Will there be new rack storage? ❑..Yes ®...No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas:IpSquare Footage Below esement Attached Garage Detached. Garage Detached Carport Covered Deck 'Uncovered Deck Existin 16 786 6,550 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Interior ltemodel Ad ition to Existing Structure N A N/A er IBC I1I -B Sprink J'LANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: 7 exist. Handicap: 2 exist. Will there be a change in use? ® ....Yes ❑..No If "yes ", explain: from Group B to Group B & M FIRE PROTECTION/HAZARDOUS MATERIALS: D.. Sprinklers ..Automatic Fire Alarm ❑..None ❑ -Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0.. Yes ®..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: 0 On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PERMIT APPLICATION NOT Applicable to all permits in this Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: e Z i M.JCi L ZCNCG/tt4 fiiimaris Day Telephone: Mailing Address: 4545 50. UNI hoE ^Suile 200 }C.U)tffi Cit Print Name: Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). Date Application Expires: DI'(tkg- I Date Application Accepted: via 1 HO p GENT: ll/0(9 Q: Appliatiwwonn,.Appliwiau On LineV -2006 - Permit Applicmion.dec Revised: 4-2006 bb Date: 4.1 V (+,tii) (p t-9)) ¢ 7 S Wm, c39 4o9 State Zip Staff Initials: T ind Page 6 of 6 1 Fixture Type: Qty Fixture Type: Qty . Fixture Type: Qty Fixture Type: - Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain - Gas piping outlets.. Bidet Food -Waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more .FO zMA ION 2064311, 67 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City state Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: Application,\Fo1msApplintimu On Line 3 -2006 - Permit Applicetion.doc Revised: 4-2006 bh Page 5 of 6 Parcel No.: 0003000115 Permit Number: D06 -264 Address: 13400 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 07/11/2006 Applicant: PROSSER PIANO & ORGAN COMPANY Issue Date: Receipt No.: R06 -01372 Payment Amount: 2,696.98 Initials: LAW Payment Date: 08/31/2006 12:09 PM User ID: 1632 Balance: 50.00 Payee: PROSSER PIANO & ORGAN TRANSACTION LIST: Type Method Description Amount Payment Check 52737 2,696.98 ACCOUNT ITEM UST: Description Current Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - NONRES STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000/322.100 000/386.904 104.367.120 RECEIPT Account Code 1,578.98 4.50 1,113.50 Total: 2,696.98 9189 06/31 9716 TOTAL 2696.98 doc: Receipt Printed: 08 -31 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003000115 Permit Number: D06 -264 Address' 13400 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 07/11/2006 Applicant: PROSSER PIANO & ORGAN COMPANY Issue Date: Receipt No.: R06 -01006 Payment Amount: 1,026.34 Initials: JEM Payment Date: 07/11/2006 10:22 AM User ID: 1165 Balance: 51,583.48 Payee: ZENCZAK AND PARTNERS ARCHITECTS AIA TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 17345 1,026.34 ACCOUNT ITEM LIST: Description Current Pmts PLAN CHECK - NONRES Account Code 000/345.830 1,026.34 Total: 1,026.34 7223 07/12 9710 TD1A_ i026.34 doc: Receipt Printed: 07 -11 -2006 Proect: Type of Inspection: Address: /JYoO . tirC'404 .4.✓sl{, Date Called: ! S Special Instructions: nted: Date Wanted: y- 0 . p.m. Requester: Ph ne N INSP ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1- fitrii p Inspector: REINSPECTION FEE RE UIRED to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. eipt No.: Date: _ INSPECTION RECORD Retain a copy with permit PERMIT Pro' ct: / _)/i _)_5S / NO P Type of Inspection: /y 1/ sf/ /( rJ V r t //� Y Address: iJ ` i' (2 T41-•l /z i64't/ Date Called: Special Instructions: Date Wanted: _ 0 7 la.rtt2 Requester: Phone No: COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. spec . Date: L f T8.00 REINSPECTIO FEE REQUI '. Prior to inspection, fee m paid at 6300 Southcent r Blvd., • ite 100. Call to sechedule reinspection. 'Date: eceipt No.: PER Project: PCOS.Sce fi/ e a /9 •N Type of Inspection: N S/5;,, el(404i / A Address: /3 Ve o rtl /,citet A Date Called: 5 Special Instructions: Date Wanted: L L/ O 7 p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPEeITON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: `° if#4.4 4.) $ 8.00 REINSPECTION FEE R UIRED. aid at 6300 Southcenter Blvd., Suite 1 Receipt No.: Date: 9 or to inspection, fee must be . Call to sechedule reinspection. Date: Projg ct: /- 7) 5 3 R '4An,6 Type of Inspection: / , �� ht/ iv; ei /2S Address: /J Vi'v _Tel /7 � C Date Called: Special Instructions: Date Wanted: e d/ 7 j ` frig Requester: Phone No: ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1:1aG -2Ge/ roved per applicable codes. Corrections required prior to approval. COMMENTS: Date: yy 8.00 REINSPECTION FEE EQUIRED rior to inspection, fee must be paid at 6300 Southcenter Blv. , Sui 100. Call to sechedule reinspection. Receipt No.: 'Date: Project - P ? $5#'l �eef�1,c Typg of Inspection: 70 re.rrrren Address: / 3y/251 72,41(444.? Date Called: Specialinnstructions: Date Want % � /' a.m. fir; Requester: Phone N g C Approved per applicable codes. MMENTS: INSPECTION RECORD Retain a copy with permit INS ON NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 0 $58. 'EINSPECTION ' E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Corrections required prior to approval. Project: /t Type of Inspection: �J Address: Date Cal ed: Sp cialInrucio : �� ` 00 WSC O/ Date Wanted:: 0a.r�ij Requester: Phone No: c)---.37-7 z Cr< INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tat u. e -' e ./ /fir-./ Tip- 2-9 , .,O /4% .z-7 4 Approved per applicable codes. Pro t: R Ds$fej' f Ao 1 d4'MAJ Type of Inspection: � do /-'ll ia' '-j,t/ Address: /31 _.lvi'Yni,6A. Date Called: Special Instructions: Date Wanted: /d —48- OG am. p.m. Requester: Phone No: 4Czs - 32 7 - 73Y5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE MIT NO. 6)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: OS1 7® o tAt l d e rtip e ct (Receipt No.: / Date: G., /O— /e5= .00 REINSPECTION FE REQUIRED. or to inspection, fee must be d at 6300 Southcenter Btvd., Suite Call to sechedute reinspection. Date: Project: ( ep:vO - Type of Inspection: L r-eS5 `oubf L Address: 13 too Suite #: L \-.eR 6� r J S Contact Person: / K 4 /e-,Qiy Pi 55'6 Special Instructions: R/ Phone No.. 'L- s7- 87 52- Needs Shift Inspection: )' Sprinklers: r Fire Alarm: y Hood & Duct: R/ Monitor: rf,r14 ff -- Co,Jte Pre -Fire: r Permits: a/ Occupancy Type: INSPECTION NUMBER Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT VI — Approved per applicable codes. 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 L J Corrections required prior to approval. COMMENTS: ctv Inspector: ti Date: a/ 2 /07 Hrs.: r;-- n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: E - r ,,-< /tJ, c Address: Suite #: f 3V o L /• %2, Me✓e 'r, 12,0.. -v '/R r .uX I-• .P - ',F•As� --- 4.--,,,,,,I., Special Instructions: Hood & Duct: Phone N .3 - 4 - `'C7 7 r i F/ "-e 1 -�( n °�IJ r� Lo ✓-e /�'� � iJ eP -�/ ACf f /Ir ll<r)✓2 T J --1 :',1j) 12( /y,,A,.,J (,,J l koi ,j(' ), po P Km 4 C. ev - „- - - s /Wm!:C\ Occupancy Type: J. ROD 1 AC I-15 7�',t __pte 1)t1 /t/ _ .... . Y -- P.-.E 7, Qh (� rei , /1511,,15_ Project: 1 /0f6= 2 P a»C7 Type of Inspection: E - r ,,-< /tJ, c Address: Suite #: f 3V o L 7 Alt 461 1 rlfi — Contact Person: it - e fz2 fig - ;e✓C Special Instructions: Hood & Duct: Phone N .3 - 4 - `'C7 7 Needs Shift Inspection: ,J Sprinklers: , Fire Alarm: Y Hood & Duct: A/ r i Pre -Fire: Monitor: t/ e ,�z,- --1 :',1j) Permits: /✓ y Occupancy Type: 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /Duff'- 3 6 `/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 -4407 Approved per applicable code§. 21 Corrections required prior to approval. Inspector: r/ V Date: 3/ 9 /o Hrs.: . 2 / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project Info ProJed Address 13400 Interurban Ave. Date 7/10/2006 Tukwila, MA 98168 For Building Department Use FILE COM No. Allowed Watts x ft (or x If) Applicant Name: Aencsak s Partners Architects Applicant Address: 4545 so. Union Ave. - at.. 200, tacota, lu 9840Permif Applicant Phone: (253) 475 -03130 r Project Description ❑ New Building ❑ Addition 0 Alteration • Plans Included Refer to WSEC Section 1513 for codtrols and commissioning requirements. t Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) _ Open Parking Alteration Exceptions (check appropriate box) ■ No changes are being made to the lighting El Less than B0% of the fixtures are new, and installed lighting wattage Is not being increased LOCation CODE COMPLIANCE Description Allowed Watts per ft ° Allowed Watts per ft or per If Area In ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) .." . A nnf fUicn 0.2 W/ft Covered Parking (reflective paint) AUQ 2 9 LiOb 0.3 W/fl Open Parking 0.2 WM Outdoor Areas 0.2 WM 0.25 WN12 , l Cl� Bldg. (by facade) O f T ull il Bldg. (by perim) BUILDING Di VLSI( ni 7.5 WAf Location (floor /room no.) Occupancy Description Allowed Watts per ft ° Area In ft - Allowed x Area Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 2001 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG-SUM 2001 WasNnglon State Nanresdeneal Energy Code Compliance Forms Maximum Allowed Lighting Wattage (Interior •• From Table 15-1 (over) - document all exceptions on form LTG -LPA Notes: 1. Use manufacturers listed maximum Input wattage. For hard -wired ballasts only, the default table In the NREC Technical Reference Manual may also be used 2. Include exit tights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interi®$st all fixtures. For exempt lighting, not exception and leave Watts/FIMure blank. Total Proposed Watts may not exceed Total Allowed Watts for Interior Maximum Allowed Li Total Allowed Watts Total Proposed Watts Revised Aar 2002 • KJM Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Use mtgr listed maximum Input wattage. For fixtures with hard- w lifie - Oaulasls onry. Proposed Lighting Wattage (Exterior) the default table In the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Watts Pr0PRPit cINOF . K KW►LA JUL 111019 PERMITCE- R VO&' 2� 3 Use LPA` (W/sf) Use' LPA` (W /af) Painting, %.gilding, carpentry machine shops 2.3 Police and fire station? 1.6 Barber shops, beauty shops 2.0 Atria (atriums) 1.0 Hotel banquet/conference/exhibition hall'' 2.0 Assembly space?, auditoriums, gymnasia heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1.0 Cafeterias, fast food establishments' 1.5 Restaurants/bars' 1.0 Factories, workshops, handling 1.5 Locker and /or shower facilities 0.8 Gas stations, auto repair shops 1.5 Warehouses ", storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries 1.5 Retail", retail banking 1.5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings (Group E occupancy any), school classrooms, day care centers 1.35 Main floor building lobbies' (except mall concourses) 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 081ce buildings, office/administrative areas In facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.2 Footnotes for Table 16 -1 Lighting Summary (back) LTG -SUM 2001 Washington Stale Nonresidential Energy Code Compliance Forms 2001 Washington State Nonresidential Energy Code Compliance Form ABLE 15 -1 Unit Lighting Power Allowance (LPA Revised June 2002 • KJM Prescriptive Spaces Qualification Checklist Note: if occupancy type Is 'Other and fixture answer M checked, the number or Mures in the space N not limited by Code. Clearly indicate these spaces on plans. If not Qualified, do LPA Calculations. Occupancy: 0 Warehouses, storage areas or aircraft storage hangers O Other Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -1, T -2, T4, T -5, T-6, T-8 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts/fixture 8. Screw -In compact fluorescent fixtures do not qualify 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases In which a use Is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be Increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be Increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 8) Includes pump area under canopy. 7) In cases in which a lighting plan Is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not Include mall concourses. 8) For the fire engine room, the Unit UgMing Power Allowance Is 1.0 watts per square foot. 9) For indoor sport toumament courts with adjacent spectator seating, the Unit UgMing Power Allowance for the court area Is 2.6 watts per square foot. 10) Display vAndow illumination Installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting Is enclosed within the showcase are exempt. An additional 1.5 ay/ft of merchandise display luminaires are exempt provided that they campy with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling belt (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high Intensity discharge lamps. This additional lighting power is allowed only If the lighting is actually Installed. 11) Provided that a floor plan, Indicating rack location and height, Is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. a KS Structural Solutions Seattle 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 950 Pacific Avenue, Suite 1100 .Tacoma, WA 98402 • tel: 253.383.2797 www.pcs-structural.com STRUCTURAL CALCULATIONS FOR F TENANT IMPROVEMENTS AT PROSSER PIANO 13400 INTERURBAN AVENUE SOUTH TUKYVILA, YVASHINGTON PREPARED BY PC5 STRUCTURAL SOLUTIONS ( EXPIRES: 4/18/ 0$ 1 JULY 1, 2006 06 -556 FILE COPY P ^'^^0" 't-t. REVIEWED FOR CODE COMPLIANCE priannurn AUG 2 92006 C ity Of T ukwi a BUILDING DIVISION I RECEIVED CITY OFTUKWILA JUI 11 2006 PERMIT CENTER DMa -2C�4 a KS Project' Y (1.s46i13K•- �l y'->,D Job No' ' 3` Subject: Sheet — of � Name. Structural Solutions Originating Office: ❑Seattle ( Tacoma Date. 5 /14 ° • g219G( ISM J of bt 25• '1 )Spsi iA.. 24' - T414.45 a q.25 /03/4 /SS al ( ) 5. EMS 11 ZS.�Sj1S 55 C II$� lf l°13D J 1 B.5 �—� P f se 1.175 o lid 0 SAM 5.49 2-1 371-5 =1.1ae • IS <StiKc' : 9( ,„ti- 2y� 5,2en, . A 1 IM&. ^to 8,.. Q.N v�\D 1 1' e.5 s (251J)(15 -A IIS1 ( 1951> I b . sts5 kJ, 1 1 ,) s % Iq, 471,S Si- n. 1 135 p z 3.1S Goo> 0.M`( 13M0 .coz_ 735 SPE IA. Z. I0S",8 , 0,31 y YSS 1 QSx13 T' I'° Cs it W Apa61 1.5 L ) 49 3'1.S ,,L Swan. fl55,6+l / 1'l$ 143 ()Nail ( daft> S}1 /4$ It- A. 81,'' S 225.; IcniS:S `tn 5/ y Ole est. - 7), Pi p Seattle 1 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 950 Parifir Avenue Suite 11110 .Tarnma WA QAA09 . *al. 9S9 ARA 9707 www.pcs- structuralcom a PCS Project: 1?K-YsB.t C`v'°' Job No. of°3Vlo Subject: Sheet 9 of ! Name. £S S Structural Solutions Originating Office: El Seattle SI Tacoma Date' V154t0 ufzioce peg (ye o e_ 1 trip 45rI- 1 $,S S. Etk9 o\I�tL �n 3 area,tM4 co e s 35 255' 512.E 1 to ,c 1 0 NDnrR- &Alf S I .. 4 20 SW Copt, psi A 105' %51„% °I°1 S.tko l00 b 19 a.. Oat ,r4 E. I,Se 1,5 (sae...) (s°'> 31. 5 (to 1" /t.No� s 7 5 %,rlo7z S• 9S•'1 1 L z I .(01 1 ( >� �`191.y o. 3ue `- 'Alp %.t=ltiC1m : 47/ 4.1 t•.s .tt Star Z.3.7•S Seattle 1 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 T rr,na OSn Parifr 4,mnna c,d.r nnn. Tarnn,i 1N4 0R409 . *en 74R RRR 7707 (roc w t )41-51 / 52-2 ' 741.- (5 ; 117= 5910 -) / flf77 . 1(ead r: 11. 5( "O/n cc-S • rA d, o II 33hCt,be 52.1.5,,,N- 2.2. sty, ,.3 iv 393 „1 www.pcs- structural.com rang" J Bridge / • TJ .Beame6.205MelNumber7005ll8e5s7 20" TJI®/L65 © 12" o/c 7 User 2 5/5/2006 Page 1 En Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN SUPPORTS: 1 Glulam or solid sawn lumber beam 2 Glulam or solid sawn lumber beam DESIGN CONTROLS: Maximum Design Control Shear fibs) 1128 - 1120 2740 Vertical Reaction Qbs) 1128 1128 2740 Moment (Ft -Lbs) 7066 7066 11540 Live Load Deft (in) 0.439 0.501 Total Load Deft (in) 0.527 1.253 TJPro 47 30 PROJECT INFORMATION: Prosser Piano & Organ Copyright O 2005 by True Joist, a Weyerhaeuser Business TJI® and TJ -Beams are registered trademarks of True Joist. e -I Joist', Pro"' and TJ -Pro' are trademarks of Trus Joist. CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Analysis Is for a Joist Member. Primary Load Group - Stores • Retail Upper Floors (psf): 75.0 Live at 100 % duration, 15.0 Dead Input Bearing Width Length 5.13' 3.88" 5.13" 3.88" 25'r Vertical Reactions (Ibs) Detail Other LlvelDead/Uptiftlfotal 966/193/0/1159 966/193/0/1159 b Product Diagram is Conceptual. Control Passed (41 %) Passed (41 %) Passed (61%) Passed (L/685) Passed (0571) Passed End, Rim 1 Ply 1 1/4" x 20" 1.3E TimberStrand® LSL End, Rim 1 Pty 1 1/4" x 20" 1.3E TimberStrand® LSL -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements, Location Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 -Deflection Criteria: STANDARD(LL:U600,TL:U240). -TJ maximum bearing length controls reaction capacity. Limits: End supports, 3 1/?. Intermediate supports, 5 1/4". -Deflection analysis is based on composite action with single layer of 23/3? Panels (24' Span Rating) GLUED & NAILED wood decking. -Braci g(Lu): All compression edges (top and bottom) must be braced at 4' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated bad requirements for standard ran- residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance Information and Is based on a GLUED & NAILED 23/3? Panels (24' Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 2.84 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. OPERATOR INFORMATION: Eric Bailey Putnam Collins Scott Associates Inc. 950 Pacific Ave Suite 1100 Tacoma , WA 98402 Plane : 1(253)383 -2797 ebailey ©pcsainc.com �Je //����' Bridge e � "A , s m% 20 TJI ® /L65 © 12" o/c 1 % 7 User. 2 Engine Versio P pia THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group Primary Load Group ^ 25' 0.75" ^ Max. Vertical Reaction Total (lbs) 1159 1159 Max. Vertical Reaction Live (lbs) 966 966 Selected Bearing Length (in) 3.88(W) 3.88(W) Max. Unbraced Length (in) 57 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 187 -187 Max Shear at Support (lbs) 188 -185 Member Reaction (lbs) 188 188 Support Reaction (lbs) 193 193 Moment (Ft -Lbs) 1178 Loading on all spans, LDF - 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1120 -1120 Max Shear at Support (lbs) 1128 -1128 Member Reaction (lbs) 1128 1128 Support Reaction (lbs) 1159 1159 Moment (Ft -Lbs) 7066 Live Deflection (in) 0.439 Total Deflection (in) 0.527 PROJECT INFORMATION: Prosser Piano & Organ Copyright a 2005 by Trus Joist, a Weyerhaeuser Business Tate and TJ -Beam® are registered trademarks of Trus Joist. e-I Joist''.Pro^ and TJ -Pro" are trademarks of Trus Joist. OPERATOR INFORMATION: Eric Bailey Putnam Collins Scott Associates Inc. 950 Pacific Ave Suite 1100 Tacoma , WA 98402 Phone : 1(253)383 -2797 ebailey ©pcsainc.com aits C.0 Structural Solutions L o s t "75 ° : . ) - 7775 foie Sp*'{ 111C A b 0'5 011 Project: Pe..4,434 Pt.,aD Subject: Sheet of Name* 4 Originating Office: ❑ Seattle Tacoma Date: ski 1(aie t(151 - , s 190 Pti V- I n'Y),S * SA 9mb11 We 1 Py. 1,5 (111 v� 3qt7 e 47,12- p%' � t1 / , ;$5'- Itiv -49% aS CS • t o z. ., I , L Z J �j i21 (i)yo . 411•S 0,89 IA l 6251 t(1'• 511? . z- X 011" I,S ( 6M° >A % 3 1,11 Qs cln 191 61 \ ) 73517 75 r ;✓ nPO 1 1 A= o,Wo"1 E•'•t.te 0,015 1,1°0 b b c <1• lob No• ests,- y1Cn- As 31• ;t . S• 13.t3 t, I, 411 :1. Mi Seattle 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.2923076 www.pcs structural.com a PCS Project: 2,1v ° — Job No 6(3 Wev Subject: Sheet' of Name. (C Z' Structural Solutions Originating Office: ❑ Seattle 'Tacoma Date. s /ni°y 1 4 1 2 L 15 pv 7,-74 snS bits . 0.7s) cp . I5,. S Pig 6 S *-- AR' 5 0>. I o,$t� o.11 Kfri 13m 2 K "° 3t 6,011 ,1 t3` I.t.e`P r Z ' s ��,6Sf1S> 1 I°I'wee 6) ( AN 2-S l it- 23 42 112 „ ° ° S,. 731.5; i,> lac' 2SNI, 1,, 931,1,° t• / 131.bS KyI pi- `1 I ti13+1,.t a fr timp .4F Cy- Is ( .) in .r5 ` 1°1,15 .Q 111 t (&") / 7v,Si . 211.5 P5; ✓ b' to1 ( , vi = o, IA t /WSM e flin C l.$ (i°mA /1- 2 1(.1.1.) es, Seattle 1 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 Tarnma QSn parifir Aunnua %lira /ton .Ta•n.n, MA Q0A09 .1-1. 9SQ QQQ 9707 0,o 11 tbss L ts +. o.'J) GNNi,y 57 it 15 Rim`q Ss t? 1ti 2 = It1%y www.pcs- structuralcom Structural Solutions Originating Office: ❑ Seattle (pitlo DF. I fbYr 11 o Nty4141 Project: n et -0 s —. .tkA i4 )4(ra/rt.) _ [ otel,A _ rte coo I t o, j Ole) jilt t 0,83 \y _ 0:5 f : Kce 2LP. Z.9� egi / o. 3( . \ .8'5v,,z) Not- 14 Iva / -. 833,Z$ /luoo c o,83 F". 1 000 �o,bL >zL1PP5 \ C, 0.$ TAL D = c A _ 644 L'N,Z.5 1` I6155 - it - cc c •� . r (17rftS )1' .r i K.) i,�3 ,> �) - ?) J slys. -ice t. I3'K5 3Z2'1lp - 1,32 a I,teoo O. f`b 1'v000 1.1 II 520 1.., 11 1-S0 0,11 Subject: Sheet of 7 Name: IC S5 Tacoma Date- 5/ Slake I" euStd' itic.4 ( O /dz 8JI - /s.s Job No 06 3 &V moil L Il•o tie t Seattle 1 811 First Avenue, Suite 510 • Seattle, WA 98104 • tut 206.292.5076 www.pcs- structuratcom Tnrnma 910 Piriflr Avnn..a Cabo 'Inn.T,.•....... WA nolno ♦..,. nvo 00o 1-10-7 MEMORY TRANSMISSION REPORT FILE NO. : 624 DATE : 02.22 15:25 TO : S 9 *- 2538961250 DOCUMENT PAGES : 2 START TIME : 02.22 15:25 END TIME : 02.22 15:26 PAGES SENT 2 STATUS : OK are.1....n. a anm.unb Oeveroemenl 0300 aeutheneer elves, Suite 100 Tukwlle, wn 55100 P hone: (200) 431 -3070 ✓ v: (200) 4317000 Fax Tae \.f..ni.c �e lro�n) Puree- 'eA1a lee. WA Sig fo -t 250 Case. en. — ZL -71- !.fe•»• 2sS3 8't& - In • a Re. t_. *4t T- -era.' - . '- - Iaa1G>' Mfr - 1:706. - 4 o U.eene vereor Rwlow o !.«.! Ca...ment o !.e!0• Rena o pleas ••ye.e •Comment * ** SUCCESSFUL TX NOTICE TIME :02- 22 -'07 15:26 FAX NO.1 :2064313665 NAME :c *** cerei -cP06°- �7 City Of "nu Icarvi I Department of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: (206) 431 -3670 Fax: (206) 431 -3665 Fax: Z53 &%- I 25 Date: O2.-2Z "Zoo7 Phone: 263 fret lz tO •Comments: Pages: Z City Of Tukwila Re: LNt M — +gam a_vissi 4OIERMWt so4 -244 ❑ Urgent or Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Name and License # of Ins eller of Conveyance WI 01116 Telephone Number i -gge-a aai Building name where conveyance is located s �7iov 170 -Z&4 Telephone Number/Location Contact ( a B T9b'1a'S0 S et Address Lsgooftlittekvbar A l e t S , State, Zip code ¶mJ ' llk, w4 1870 Title 15(.31L0 MS OFFICIAL Phone Number se 431 - &70 Date 02 zt -2e07 rat name of building official - 15ety . f b •1 •,;f roffic' • '��i , i cOZERT oic'to 02/22/2007 14:09 2538961250 Department of Labor and Industries Elevator Section PO Box 44480 Olympia WA 98504 -4480 Phone: (360) 902 -6130 FAX (360) 902.6132 www. Lni. wa .gov/fradcsLicensingfElcvators ❑ Inclined Chair Lift TKA SEATAC PAGE 02/02 CONVEYANCE INSTALLATION APPROVAL BY BUILDING OFFICIAL P. This form brings to your department's attention that the conveyance listed below is proposed for installation in an existing building within your jurisdiction. > Your approval of this form is required and must accompany the installer's Installation Application. • Notify the installer if you have any regulations that would prohibit this installation. PO not approve this form. *Note To Building Officials: The elevator section will approve LULA (Limited Use Limited Application Elevators) for existing buildings, on a case by case basis. A LULA elevator does meet the minimum cab size requirements for new construction required to be accessible, per WAC 296 -96. If you have any questions, please contact us at the address or telephone number above. Indicate the equipment being installed. ❑ Inclined Wheelchair Lift Vertical Wheelchair Lift The travel shall not exceed 12 ft. ASME Al8.1 Rule 2.71. ▪ Limited use /limited application (LULA) elevator *Does NOT meet accessibility requirements for new construction. All conveyances must be installed per code. Any deviation from the code shall require a variance from the Department of Labor and Industries Elevator Section prior to a permit being issued. ACKNOWLEDGED BY: 2<pproved ❑ Not approved F621 056.000 conveyance installation approval by building official 08 -2005 RECEIVED 02- 22 -'07 14:09 FROM- 2538961250 TO- c P002/002 July 13, 2006 BZ Zenczak 4545 South Union Av, Ste 200 Tacoma WA 98409 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -264 Prosser Piano & Organ Company — 13400 Interurban Av S Dear Mr. Zenczak: City of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 11, 2006 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Buildine Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 - 7165. Sincerely, Enclosures File: Permit D06 -264 P:Vennifer\Incomplete Leners\2006\D06- 264 Incomplete Ltr $1 .DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: July 13, 2006 Project Name: Prosser Piano & Organ Company Permit #: 006 -264 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped not copied.) 1 Provide a plan that idea6fles emergency egress lighting including an illuminated emergency egress path, leading to the required exits. Show where emergency lighting shall also extend to the exterior of the buildings emergency exit doors. (IBC 106.1.2 & 1006) 2 Identify each space and occupancy use of the lower floor. Should there be questions conceming the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. Land Uses Meas Unit s of ure Zone 1 Cone 2 , Zone 3 Zone 4 Cost per Trip> $1,424.71 $1,345.46 $1,071.73 $807.07 Commercial - Retail Shopping Center up to 9,999 sq ft sq ft/GLA $3.43 $3.24 $2.58 $1.94 10,000 sq ft- 49,999 sq ft sq ft/GLA $3.01 $2.84 $2.26 $1.70 50,000 sq ft- 99,999 sq ft sq ft/GLA $2.20 $2.08 $1.65 $1.25 100,000 sq ft- 199,999 sq ft sq ft/GLA $2.15 $2.03 $1.62 $1.22 200,000 sq ft- 299,999 sq ft sq ft/GLA $1.96 $1.85 $1.47 $1.11 300,000 sq ft- 399,999 sq ft sq ft/GLA $2.32 $2.19 $1.75 $1.31 over 400,000 sq ft sq ft/GLA $2.61 $2.47 $1.97 $1.48 Miscellaneous Retail Sales sq ft/GFA $1.19 $1.12 $0.89 $0.67 Supermarket sq ft/GFA $6.98 $6.59 $5.25 $3.95 Convenience Market sq ft/GFA $12.10 $11.43 $9.10 $6.86 Nursery/Garden Center sq ft/GFA $1.74 $1.64 $1.31 $0.99 mdure Store sq ft/GFA $0.18 $0.17) $0.13 $0.10 CaT Sat ew /Used sq ft/GFA $3.97 $2.98 $2.25 Auto Care Center sq ft/GLA $1.55 $1.46 $1.17 $0.88 Quick Lubrication Vehicle Shop Service Bay $1,358.94 $1,283.35 $1,022.26 $769.82 Auto Parts Sales sq ft/GFA $2.74 $2.59 $2.06 $1.55 Pharmacy(with Drive Through) sq ft/GFA $3.40 $3.21 $2.56 $1.93 Free Standing Discount Store sq ft/GFA $2.40 $2.27 $1.81 $1.36 Hardware/Paint Store sq ft/GFA $2.03 $1.91 $1.52 $1.15 Discount Club sq ft/GFA $4.10 $3.87 $3.08 $2.32 Video Rental sq ft/GFA $3.06 $2.89 $2.30 $1.74 Home Improvement Superstore sq ft/GFA $1.62 $1.53 $1.22 $0.92 Tire Store Service Bay $1,590.01 $1,501.57 $1,196.08 $900.72 Electronics Superstore sq ft/GFA $2.55 $2.41 $1.92 $1.44 Commercial - Office Administrative Office up to 9,999 sq ft sq ft/GFA $6.65 $6.28 $5.00 $3.76 10,000 sq ft- 49,999 sq ft sq ft/GFA $6.65 $6.28 $5.00 $3.76 50,000 sq ft- 99,999 sq ft sq ft/GFA $3.85 $3.64 $2.90 $2.18 100,000 sq ft- 199,999 sq ft sq ft/GFA $2.92 $2.75 $2.19 $1.65 200,000 sq ft- 299,999 sq ft sq ft/GFA $2.55 $2.40 $1.91 $1.44 over 300,000 sq ft sq ft/GFA $2.39 $2.25 $1.79 $1.35 Medical Office /Clinic sq ft/GFA $5.66 $5.34 $4.25 $3.20 PERMANENT FILE COPY Impact Fee Schedule 2006 GLA= Gross Leasible Area GFA= Gross Floor Area VFP= Vehicle Fueling Positions (Maximum number of vehicles that can be fueled simultaneously) [Joanna Spencer - Re: 13400 Interurban Ay^ D06 -264 Pa e 1 From: Cyndy Knighton To: Joanna Spencer Date: 8/15/06 10:40AM Subject: Re: 13400 Interurban Ave D06 -264 yes »> Joanna Spencer 08/15/06 10:31AM »> In this case it applies, change is from office/school into retail. Please confirm. Thanks. »> Cyndy Knighton 08/15/06 10:06AM »> one year, but only if it's a change of use »> Joanna Spencer 08/15/06 08:50AM »> How long has the bldg to be vacant before we can impose traffic mitigations fee for the new tenant ? The subject bid used to be a school for troubled teens and now a piano store is moving in and will occupy 6,550 sq ft. Bldg has total 16,786 sq ft. Thanks, »Joanna. J.__ trarnAL TEST RESULTS .TAD PSID ■ I TESTS AFTER REPAIR OR CLEANING Psi DROP ACROSS /WRECK VALVE --- PS1D raw ❑ L i [ PSI DROP ACROSS St CREEK VALVE REWEPVALVE OPENED • CARPVALVE OPENED n eon VALVE CLOSED MO TT? SI CHECK VALVE LEAKED? in CHECK VALVE CLOSED TIGHT? n CRICK VALVE LRAM? APPROVED AID GAP PROVIDED? RP BA PASSED MT? Vs ❑ No n CRICK VALVE CLOSED TIGHT? n clizacYALVEwar= n CRICK VALVE CLOSED TIGHT? n CBE CX VALVE LEAKED' APPROVED Aat CAP PROVIDED? RPM PASSED TES•n Yn No • • ❑ ❑ • ❑ ❑ ❑ • • • neBECKVALnmosznnc8i An KID ❑ PAD ❑ ❑ at =SCR VALVE =am noar. ISM • It CBECK VALVE LEAKEED? n CHECK VALVE CI.OSCD nGBTT 2.4 n CHECK VALVE LEMaD7 a CREOC VALVE m os sD near POD E ❑ it CHEC KVALVE LEASED? DCVA PASSED Tun VS Ns n conacw ctsmaD7 PCVA SASSED TEST? En • Ns Mt vast OPENED AT PSD • AIR INLET OPENED AT PAD • AIR INLET FAILED TO OPLV? CHECK VALVE HELD TIGHT AT on INLET FAKED TO OPEN? CHECK VAL YE HELD TIGHT A PRD • n ❑ PAD ❑ ❑ CRICK VALVE LEAKED? PVRA PASSED TEST? YEA No CHECK VALVE LEAKED? ram nano ?Ear? la No • a Dec uo uo ua:eop Prosser N Iano r- 5-031 E ;ITPMitank I or City of Tukwila — Public Works Maintenance Department 600144nida Blvd. Tukwila. WA 98188 Bacicflow Assembly Test Report Form NAME Plarne.4,r P i a- Jrn L ACCOUNT DD sums Ann Acton Miertrk 4. anti OTT � I t' ?U �1 tSTATE U k� UP CEDE AnnaLY LOCATION pit 1/Ai4 UP atoss.CONNECnav CONTROL PORT Pro sut . Sr MAIO 4Svp mom Asia TYPE Isar Si attain lei LINE PRESSURE AT TIME OFTIST? Ion psi NEW? ❑ ELDs nNG? Errosnacurvar ❑ APPROVED AnzacLY? ( PROPER DISTAL non? [ rant= BY CET. REMARKS nit COMPANY A -1 Put romNE 206 - q16 - 2554, TEST KIT MAIO WATT( MODEL T ? K4 E s (,)L;2 • CALIBRATION DATE /OATS 1 csn• chart rued 104C 246490 -190 approved Ten Method? and Differential franc Tar Eg :.r E • - ._ . I CERTIFICATION TESTERS NAME (HI s70tatrunE REPAIRED EY RETESTED I • CERT* RECEIVED AUG 10 2006 TUKWI A PUBUC WORKS 253- 472 -3946 p.2 ` t DATE TESTED REPAIR DATE DATE TESTED • t t RECEIVED CITY OFTUKWILA JUL 1120P6 PERMITCENTER _ INITIAL TEST RESULTS I TESTS AFTER REPAIR OR CLEANING PSI DROP ACROSS K CHECK VALVE „J PSID POD A � PSI nor ACROSS at elites VALVE ea / .PSID RELIEF VALVE OPINED 2. R 75ED a VALVE OPENED at CHECK VALVE CLOSED TIGHT/ `a at CIIECC VALVE CLosso Twit • at CHECK VALVE LEAKED/ • CHECK VALVE ■FAXED? ■ 2 C CHECK VALVE CLOSED 11 GET? 21 a CHECK VALVE CLOSED TIGHT/ • in CHECK VALVE LEA1aD? • n CHECK VALVE /ZAK= ❑ AHEOVED AIR GAP PROVIDED! t / OV? APPROVED Ant GAP PROED ❑ � RSA PASSED TEST? I N. L:J N. ❑ MA PASSED TESTY Vim ❑ W • II CRECL CLOSED TIGHT/ - 761D at CMCICVALVE CLOSED TWEETS 1'St0 at CRUX VALVE LEAKED? I at CRICK VALVE LEAKED? M n CHECK VALVE CLOUD TIGHT/ Psm n CHECK VALVE CLOSED TIGHTt POD a CHICK VALVE LEAKED? • nCNECK wan mom? ❑ DCVA PASSED TEST? Vet ❑ Na ❑ DCVA PASSED TEST? Yn • Na ❑ AR INLET OPENED AT PAD AIRVILLE OPENED AT MID AIR INLET PA= TO OPEN? ❑ AIR UCZT FAILED TO OPEN? • CRICK VALVE HELD TIGHT AT PSID CHECK VALVE HELD TIGHT AT PRO CHICK VALVE LEAKED? • CHECK VALVE LEArn? ❑ ?VIA PASSED TEST? Y. ❑ ' Na ❑ PVIA.PASSED TESTY TN • N* ❑ - Dec 05 05 03i 25p Prosser Piano .• a - Oa, Z:S7GMZM tnk I•r NAME S41 nci ex P a_ TT Accounts IEEVICEADOEESS !twin kir- rtr Oa0 $ METERS CITY / STATIC ) ph MP CODE AESLMELY LOCATION 5. n F tat /Sk% ACV #1 !IndI/ iuray 67 CDOSSC NN MAIM ECTION CONTROL FORT Weer,*( / sIEE /1 ate el? M rain TYPE QPBR Pt D /wy WC AT 71142 OP MT? / /ef) PSI NE'Mr ❑ COSMO �REP1dcn tznn❑ APPROVED ASSnaLt PROPER INSTALLATION? [r INEPECTID EV CCI? REMARKS TEST COMPANY At PIRG norm Mb -4 !Cis 2 SSh TEST KIT MAKE MODEL'1V44 l; an )lZ ;2Y • cALIDRATIOx omit / I ea* rhea used WAC 21 6490490 apgr Dyad tar Methods and offcnnt at Prawn MSC Equipment CERTI E ATE TESTED /h D OT: TTIS'?Ia , �`[ / Y.J ,• � fa al REPAIR DATE DATE TESTED TESTERS NAME IMRD?LID' SIGNATURE REPAIRED EY RETESTED EY • City of Tukwila — Public Works Maintenance Department 600 Muller Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form CERT 253- 472 -3946 P. 3 Dec 05 05 03:25p Prosser ,. 0■03t ' ZfaAomtMenM Lr NAME fr D As tin ACCOUNT• SIRVICt ADDRESS J VT .dlT,neAto f MITEa CITY late 4 st wg ASSC.NILY LOCATION "Auk y / � Pt L CRoSS•Corr+ICnos CONT PO Se./ 2. r Os s arts y Inn rY6rp moon YScv ten /VVA- r90/ LEVI PRESSUR ML I OF TEST? 11.J) PSI NEW? [7 EXISIVICS aznAgaturrre [ A PROVED AnERDRLYt Ghe REMARKS TEST COMPANY .4 -I en' TEST 'OTMAC WAP75 MODEL Ieev ,tatlacedWAC946. 90490 TITTLES NAME (PEI STSIA1URE REPAIRED RE ?Ts Piano PROPER CISTALLATTON? CERT 253- 472 -3946 City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwlia, WA MSS SS Backflow Assembly Test Report Form 9- INSPECTED EY CCS? DATE TESTED PHONE ale 4 /.r -2S S(r 71445t. SN n91j71 y CALIBRATION DATE 'n/os pro sd Test Method! and Differential Pressure Ten E4ufmenr /n CER'TD7ICATION DATE TESTED REPAIR DATE p.4 a V ,:•... 00I7AL TEST RESULTS TESTS AFTER REPAIR OR CLEANING L I PSI D ROP ACROSS II CHECK VALVE 4310 PSI DROP ACROSS SI CAEGX VALVE ROD RELIEP VALVE OPENED TED PILAF VALVE OP NED PIID PI CRICK VALVE CLOSED TIGHT! • n CHECK VALVE CLOSED TIGHT ❑ AT CHECK VALVE LEAKED? 0 II CHECK VALVE LEAKED? • n CHECK VALVE CLOSED TIGHT! ❑ n CHECK VALVE LEAKED? ❑ APPROVED AIR WP PROVIDED? ❑ 02 CRLX VALVE CLOSED TIGHT! ■ nand( VALVE LEAKED? ❑ APPROVED ADI ear rums=? ❑ RPM PASSED TES? Vs 5 N. ■ RPRAPASEED TEST! Ye • N. • t in =Ea VALVE aeons wain 2. t rim annex VALVE CLOSED ncr Psm n CHECK VALVE LEAKED? ❑ n CHECK VALVE CLOSED TIGHT? / PSm n CHECK VALVE LEAKED? . ■ a CHECK VALVE CLOSED TIGHT? PSID n CRICK YALYE LEAKED? ❑ DCVA PASSED TUT! V. 3 N. ❑ a2 arravan WAX=. ❑ DCVA PASSED TEST? Ye. ❑ N. ❑ PVEA AR NLETOPENED AT MID AIR =ST OPENED AT PP!D AIR INLET FAILED TO OPEN? ❑ CHECK VALVE HELD TIGHT Al nip AIR INLET FAILED TO OPEN? ❑ CHECK VALVE IKEA TIGHT AT MD CHECK VALVE LEAKED? • CRECY VALVE LEAKED? • TWA PASSED TRST? Vie ❑ N. ❑ ?Via TAMED TEST? Yes ❑ Ho • _ Dec 05 05 03:25p Prosser ,. 0■03t ' ZfaAomtMenM Lr NAME fr D As tin ACCOUNT• SIRVICt ADDRESS J VT .dlT,neAto f MITEa CITY late 4 st wg ASSC.NILY LOCATION "Auk y / � Pt L CRoSS•Corr+ICnos CONT PO Se./ 2. r Os s arts y Inn rY6rp moon YScv ten /VVA- r90/ LEVI PRESSUR ML I OF TEST? 11.J) PSI NEW? [7 EXISIVICS aznAgaturrre [ A PROVED AnERDRLYt Ghe REMARKS TEST COMPANY .4 -I en' TEST 'OTMAC WAP75 MODEL Ieev ,tatlacedWAC946. 90490 TITTLES NAME (PEI STSIA1URE REPAIRED RE ?Ts Piano PROPER CISTALLATTON? CERT 253- 472 -3946 City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwlia, WA MSS SS Backflow Assembly Test Report Form 9- INSPECTED EY CCS? DATE TESTED PHONE ale 4 /.r -2S S(r 71445t. SN n91j71 y CALIBRATION DATE 'n/os pro sd Test Method! and Differential Pressure Ten E4ufmenr /n CER'TD7ICATION DATE TESTED REPAIR DATE p.4 a V ,:•... ACTIVITY NUMBER: D06 -264 PROJECT NAME: PROSSER PIANO & ORGAN COMPANY SITE ADDRESS: 13400 INTERURBAN AV S Original Plan Submittal Response to Correction Letter # DATE: 08 -08 -06 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: 44.44 UL t Buil Pub Wgr_ks j Structural `t! U�' $ •21� G DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUy NG: Please Route REVIEWER'S INITIALS: Approved ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY ■ PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete ❑ Structural Review Required Approved with Conditions ❑ Pla nrt ing Division / z DATE: DATE: Permit Coordinator No further Review Required DUE DATE: 08-10-06 Not Applicable ❑ DUE DATE: 09-07-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -264 DATE: 07 -11 -06 PROJECT NAME: PROSSER PIANO & ORGAN COMPANY SITE ADDRESS: 13400 INTERURBAN AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Buig D §ion Public Works Complete ❑ Comments: AI a DETERMINATION OF COMPLETENESS: (Tues., Tb rs.) i u Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP el too v 0 Fire P evention Structural Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 07-13-06 No further Review Required DATE: Planning Division Permit Coordinator ❑ Not Applicable ❑ DUE DATE: 08-10-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Sheet Number(s): A E - City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: htto: / /www.ci.tukwila.wa.us I REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: August 8, 2006 Plan Check/Permit Number: D06 -264 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Prosser Piano & Organ Company Project Address: 13400 Interurban Av S Contact Person: B.Z. Zenczak / Jerry Isaksen Phone Number: (253) 475 -0380 Summary of Revision: Attached please find the following: 1. A lighting plan showing emergency egress lighting. 2. A first floor plan identifying each room and occupancy. "Cloud" or highlight all areas of revision including pax of revision Received at the City of Tukwila Permit Center by ,4 lax A Entered in Permits Plus on bS ( OS V ` p \ applications \ forms-applications on line\revision submittal Created: 8-13-2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director ClrYOp AUG 0 8 7006 ERMIrCBR License Information License TLCONC•106K5 Licensee Name T & L CONSTRUCTION CO Licensee Type CONSTRUCTION CONTRACTOR UBI 601249139 Verify Workers Comp Premium Status Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 9224 55TH AVE NE Address 2 City MARYSVILLE County SNOHOMISH State WA Zip 98270 Phone 3606580942 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/25/1990 Expiration Date 5/21/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 % Safety Claims & Insurance Workplace Rights ' Trades @ Licensing Find a Law or Rule Get • Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version Topic Index I Contact Info 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. https: // fortress .wa.gov /ini/bbip/Detail.aspx ?License= TLCONC* 106K5 08/31/2006 x x x x x x x x