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HomeMy WebLinkAboutPermit D09-168 - MTI C/O UNICO PROPERTIES - PARTITIONS, DOORS AND RELITESMTI C/O UNICO PROPERTIES 16040 CHRISTENSEN RD SUITE 320 D09 -168 Ott f Tu kwiRa Parcel No.: 2523049039 Permit Number: D09 -168 Address: 16040 CHRISTENSEN RD TUKW Issue Date: 09/04/2009 Suite No: Permit Expires On: 03/03/2010 Tenant: Name: MTI C/O UNICO PROPERTIES Address: 16040 CHRISTENSEN RD, STE 320 , TUKWILA WA Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Phone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htip. //www.ci.tukwila.wa.us DEVELOPMENT PERMIT Contact Person: Name: VICKI SOMPPI Address: 22002 64 AV S, STE 2C , MOUNTLAKE TERRACE, WA 98043 Phone: 425 670 -6706 Contractor: Name: GATEWAY CONSTRUCTION SRVCS INC. Address: 701 DEXTER AVE N SUITE 420 , SEATTLE WA 98109 Phone: (206)621 -9111 Contractor License No: GATEWCS992C3 DESCRIPTION OF WORK: TI RENOVATION INCLUDING MINOR DEMOLITION, NEW PARTITION WALLS, NEW DOORS, AND NEW RELITES. Value of Construction: $15,000.00 Fees Collected: $592.89 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC-10/06 * *continued on next page ** Q Expiration Date: 03/04/2010 D09 -168 Printed: 09 -04 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Water Meter: Permit Center Authorized Signature: governing this work will be complied Print Name: doc: IBC -10/06 City olikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N I hereby certify that I have read and ' ed this permit and know the same to be true and correct. All provisions of law and ordinances The granting of this p does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p= o : anc f work. I am authorized to sign and obtain this development permit. Signatur:: i • Date: l / 1 /7) 9 1 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. , whether specified herein or not. Permit Number: D09 -168 Issue Date: 09/04/2009 Permit Expires On: 03/03/2010 End Time: Fill 0 c.y. Start Time: End Time: Date: volg-i P95 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 180 days from the last inspection. D09 -168 Printed: 09 -04 -2009 Parcel No.: 2523049039 Address: Suite No: Tenant: O cCnty oif°Tau 16040 CHRISTENSEN RD TUKW MTI C/O UNICO PROPERTIES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 13: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10106 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tu/cwila.wa.us PERMIT CONDITIONS a Permit Number: Status: Applied Date: Issue Date: D09 -168 ISSUED 08/14/2009 09/04/2009 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: 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. 6: 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. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate pernut issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: D09 -168 Printed: 09 -04 -2009 • • 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: http: / /www.ci.tukwila.wa.us 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 25: 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) 26: 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) 27: 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) 28: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) doc: Cond -10/06 D09 -168 Printed: 09 -04 -2009 0 0 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: http: / /www.ci.tulni'ila.wa.us 29: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 30: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 32: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 33: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10106 * *continued on next page ** D09 -168 Printed: 09 -04 -2009 Signature( Print Name: • 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: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. 5 As. bnril 44 Cfiv� doc: Cond -10/06 D09 -168 Date: ?A f / 9 ordinances governing or local laws regulating Printed: 09 -04 -2009 • CITY OF TUKWILA) Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 ** SITE LOCATION I V010 C Not Tenant Name: e10 LIvl rt bre eS Property Owners Name: u1110 o '` yteA(U>; S Mailing Address: J1.LQ.97 hh thS-oh t c-ij /10() id II0k City Site Address: Name: \ C. - 5OM fP 1 — ( ,1)1(111-Q Company Name: -- rp-,p Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: V I C tC I ')UYY1 p' I E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: NA Q:Wpplications'.Forms- Applications On LineVt -2006 - Permit Application.doc Revised: 9 -2006 bh Building Per No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 2.92. 3C - 7 252301 - `107 B Ncw Tenant: .... Yes ..No Suite Number: 32D Floor: Expiration Date: Fax Number: cit Day Telephone: Fax Number: State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: - 12- -- (9}O - (D'f-o(n Mailing Address: 22_00 Z - U' 1 7 VC (-l) s}C 1C M wA °fc3b - z E -Mail Address: V30111 pp �� ro[ it 19v, • Ct)M City State Zip Fax Number: - - GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) City Day Telephone: Fax Number: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Covi at De \'v 22ova - p -n A- t 1N 1 5tC DJ M I, T WA ,& 3 City Day Telephone: gals ^ (.01 — ( 9V.0 State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record State Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ 15 DO 0 Scope of Work (please provide detailed information): Ti o'F ekis1Thd 1, rice aS -nc 1t UY v ova t 104tvior etooV& avr: u\JW (i Cc Will there be new rack storage? ❑.... Yes Existing Building Valuation: $ (g.. No If yes, a separate permit and plan submittal will be required. PLANNING 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 of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: 151100\ Handicap: Will there be a change in use? ❑ Yes �] No If "yes ", explain: J Number of Parking Stalls Provided: Standard: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Saf ty ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Porms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ None ❑ Other (specify) Page 2 of 6 PERMIT APPLICATION NO — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant: This figure Will be revieWed,and is sub.jeet 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). 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). 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 T1iE STATE OF WASHINGTON, AND i AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING t � _NER OR AUTHORIZED A G ENT: Signature: A- /i/Lz4c� t � L Date: fit-. - «_ = LS � Print Name: > vC (Vil &I CtO 0 Day Telephone: X125' C. -Q -- 017014 Mailing Address: '�Zv(D z - l n4 Ave. to). S}t ac.. M ur 01 A 980•IS Date Application Accepted: Q \Applications\FOrms= Applications On Lino \3- 2006- Permit Application.doc Revised: 9 -2006 bh city nilq , I �� 1 Date Application Expires: 0.2-1 IH 110 State Zip Staff Initials: Page 6 of 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work . ntractor's bid price): $ Valuation of Gas Piping work (c tractor's bid price): $ Scope of Work (please provide deta -d information): City Day Telephone: Fax Number: Expiration Dat State Zip Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas pi Q:\Applications'Forms- Applications On Line\3 -2006 - Permit Applicetion.doc Revised: 9 -2006 bh g outlets g installed and the quantity below: Page 5 of 6 Q _ )Piture • Bathtub or combination bath/shower Drinking ntain or water cooler (. head) Wash fountain Gas piping outlets Bidet Food- . to grinder, corn ' - rcial ptor, indirect w: • - Clothes washer, domestic Fl. ,r drain Sink Dental unit, cuspidor ower, single head trap Urinals Dishwasher, domestic, with independent drain avatory Water Cl. t Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater :. or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and yen except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteratio . of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work . ntractor's bid price): $ Valuation of Gas Piping work (c tractor's bid price): $ Scope of Work (please provide deta -d information): City Day Telephone: Fax Number: Expiration Dat State Zip Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas pi Q:\Applications'Forms- Applications On Line\3 -2006 - Permit Applicetion.doc Revised: 9 -2006 bh g outlets g installed and the quantity below: Page 5 of 6 Parcel No.: 2523049039 Permit Number: D09 -168 Address: 16040 CHRISTENSEN RD TUKW Status: APPROVED Suite No: Applied Date: 08/14/2009 Applicant: MTI C/O UNICO PROPERTIES Issue Date: Receipt No.: R09 -01390 Initials: User ID: Payee: JEM 1165 UNICO PROPERTIES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7726 361.10 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE • 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: http: / /www.ci.lukwila.wa.us Account Code Current Pmts 000/322.100 640.237.114 RECEIPT Payment Amount: $361.10 Payment Date: 09/04/2009 09:20 AM Balance: $0.00 356.60 4.50 Total: $361.10 a PAYMENT RECEIVED doc Receipt -06 Printed: 09 -04 -2009 Receipt No.: R09 -01277 Initials: User ID: Payee: TEM 1165 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • cCnty of Tau CONNELL DESIGN GROUP, INC. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 9X188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http. / /www.ci.tukwila.wa.us Parcel No.: 2523049039 Permit Number: D09 -168 Address: 16040 CHRISTENSEN RD TUKW Status: PENDING Suite No: Applied Date: 08/14/2009 Applicant: MTI C/O UNICO PROPERTIES Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16469 231.79 Authorization No. RECEEPT Account Code Current Pmts 000/345.830 231.79 Total: $231.79 • Payment Amount: $231.79 Payment Date: 08/14/2009 03:34 PM Balance: $361.10 PAYMENT RECEIVE doc: Receiot -06 Printed: 08 -14 -2009 COMMENTS: Type of Inspection: N' / v Address: /C) `/G � i A's 7/-4.-14.; f‘' Date Called: Al e Special Instructions: Date Want• /42 / / ,` 4 7 27- ,. - � /..94071 -e f_'/ A , ,9 . / Phone No: r /` ...------- ----,, .,,) Project: /177:2 (' /Q )4//i j( Type of Inspection: N' / v Address: /C) `/G � i A's 7/-4.-14.; f‘' Date Called: Al e Special Instructions: Date Want• /42 / / ,` 4 7 ,--x7i" '"p: m Requester: Phone No: INSPECTION NO. PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION 12 s 6300 SoUthcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 0 / pproved per applicable codes. Inspector: 7 AEA INSPECTION RECORD Retain a copy with permit $6! } .00 REINSPEC FEE I EQUI pad at 6300 Southcenter Blvd., Sui Recei No.: Date: El Corrections required prior to approval. Dat o ; 7 D. Prior to insp ction, f e must be 100. Call to schedule r inspection. Project: Type of Inspection. .. Address: ' 1 _) '4 • -\r • 1 Date Called: 1 Special Instructions: � ' Date Wanted: .. a.m. Requester: Phone -- No: E Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Corrections required prior to approval. COMMENTS: Inspector: • Date• 17 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 01 . k.. •• k t It IN i ., ? A Sprinklers: Type of Inspection: ,, r.2 i ^!.� 1. L /-- - a Address: / (",c'/O ( Suite #: z v -) 7Z. , -4,r- 1; Contact Person: 4,�., C;, Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 - Dc )V f �,U PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. Inspector: Lvei 1; r. f , � ., ' ! $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: ( ' ,;'L -- Date: / / s", H rs.: Location .. (floor /room no.) v v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed "r_ onp Cf PUIANCE I A 1301C1 Mir Cinrg RE i = ; uuy 1 AUG 14 2( r ,,i TI IifiR1iln PERMITCEf i III !'111.!1" r'=' i.t't ` ')'.) 1. ■ ' V1 .. r Location (floor /room no.) Occupancy Description Allowed Watts per f>2 '. Area in ff Allowed x Area 06 Washington State Nonresidential Energy Code Compliance Forms 2006 Washin• ton State Nonresidential Ener• Code Com• fiance 1-orm id Revised July 2007 Project Info Project Address Date _ I _U I I loin c InVt� - i - e -k\ cj1. �� P. 37r • �tkwll . ` t q ) c4 9 b\ Applicant Name: 1CLk C � Z Applicant Address: ZOG2 19 - � 4 { i s Applicant Phone: -- 125 (17 - (c' 'O(, For For Buildingpa 08 hf wool 9 Project Description ® New Building ® Addition ERI Alteration ® Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option PA Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) No changes are being made to the lighting Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Li Wattage •* From Table 15 -1 (over) - document all exceptions on form LTG- Proposed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Interior otal Alloweo Wa ota Propose W a Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. P KO LA 09 TER ACTIVITY NUMBER: D09 -168 DATE: 08 -14 -09 PROJECT NAME: MTI CIO U N ICO PROPERTIES SITE ADDRESS: 16040 CHRISTENSEN RD, STE 320 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Put��i�c WorKs DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: I)oCUmPnI /routing slip doc 2 28-02 � PERM i;UMU COPY at PLAN REVIEW /ROUTING SLIP Am Fire Prevention Structural Incomplete Approved with Conditions LETTER OF COMPLETENESS MAILED: DATE: DATE: Planning ivision Permit Coordinator DUF DATF: 08-18-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DUL DATE: 09 -15 -09 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued (urrecaiuns: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 TRAVELERS CAS Et SURETY CO 105165492 08/19/2008 Until Cancelled ARCHIVED $12,000.00 08/21/2008 2 RLI INSURANCE CO SRS1008614 02/26/2002 08/19/2008 $12,000.00 03/04/2002 1 RLI INSURANCE CO SRS1008614 02/26/2001 02/26/2002 $6,000.00 02/23/2001 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NIELSC*02708 NIELSEN CONSTRUCTION CONSTRUCTION CONTRACTOR GENERAL UNUSED 9/28/19989/15/2000 ARCHIVED Name Role Effective Date Expiration Date SACCO, RONALD PRESIDENT 02/26/2001 NIELSEN, CRISTIAN VICE PRESIDENT 02/26/2001 Untitled Page 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 GATEWAY CONSTRUCTION SRVCS INC Phone 2066219111 Address 701 DEXTER AVE N SUITE 420 Suite /Apt. City State Zip County Business Type Parent Company SEATTLE WA 98109 KING Corporation UBI No. 602086011 Status License No. License Type Effective Date ACTIVE GATEWCS992C3 CONSTRUCTION CONTRACTOR 2/26/2001 Expiration Date Suspend Date Specialty 1 GENERAL Specialty 2 UNUSED 3/4/2010 Other Associated Licenses I Business Owner Information Bond Information Insurance Information I Company I 0 a I Effective I Expiration ICancellImpairedl Page 1 of 2 Received https: // fortress .wa.gov /lni /bbip /Detail.aspx 09/04/2009 GENERAL NOTES ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT REGULATORY CODES FOR THE STATE OF WASHINGTON AND THE LOCAL JURISDICTIONS. SEE PROJECT DATA SECTION FOR CURRENT APPLICABLE CODES. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND NOTIFY THE DESIGNER OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE DESIGNER'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGNER HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS ALL REVISIONS, ADDENDA AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST, DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. ALL DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD UNLESS OTHERWISE NOTED. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING. 10. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT 15 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. II. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OP REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 12. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED AND SHALL BE SO STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC., MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS AFTER NOTICE IS GIVEN. I6. LATHING, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER 25 OF THE 2006 I.B.G. 11. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS. I. ALL GLASS AND GLAZING SHALL COMPLY WI I'd THE 2006 I.B.G.. AND THE U.5. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS. 11. ALL REQUIRED FIRE DOORS SHALL BEAR A LAPEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 20. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO THE 2006 I.B.C. CHAPTER 10 AND LOCAL FIRE MARSHAL REQUIREMENTS. 21. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 22. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH THE FIRE MARSHAL. CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED. PROVIDE MINIMALLY ONE 2AIOBC FIRE EXTINGUISHER NEAR FRONT DOOR. VERIFY ADDITIONAL REQ. WI TH LOCAL JURISDICTION. 23. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. 24. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY EXCEPT AS PROVIDED IN N.F.P.A. STANDARD 30 AND THE CURRENT UNIFORM FIRE CODE. PERMIT MAY BE REQUIRED. 25. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL INCLUDING CHRISTMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE RETARDANT SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE MARSHAL. PROVIDE A CERTIFICATION TO THIS EFFECT. A. EXIT DOORS, EXIT LIGHTS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER THE 2006 I.B.G. 26. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE 2006 I.B.G. STANDARDS FOR EARTHQUAKE ZONE D, ASME C635, C656. 21. PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES, INCLUDING IF NECESSARY FIRE HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. 25. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT. 21. MECHANICAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ROOF - MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. 30. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING. 91. ALL ITEMS MARKED *N.I.C.* ARE NOT PART OF THIS CONTRACT. 32. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED 15 NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION. 95. DO NOT SCALE DRAWINGS. IF A DIMENSION DISCREPENCY 15 NOTED, CONTACT DESIGNER. 54. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE , DOOR AND RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNERPRIOR TO CONSTRUCTION. 55. ALL ACCESSIBILITY 5IGNAGE SHALL COMPLY WITH REQUIREMENTS FOR ICC /ANSI AI 11.1-2005 SECTION 705 - SIGNS FOR VISUAL CHARACTERS, TACTILE CHARACTERS, BRAILLE, PICTOGRAMS, AND SYMBOLS. THESE SHALL BE PROVIDED FOR ROOM IDENTIFICATIONS, WAY- FINDING AND EXITING. ABBREVIATIONS ACCOUS. ACT. ADJ. A.F.F. APPROX. ARCH. BLK. BD. BLDGJBLD. B/5 f s1s6th CLG CLDG. CL OR C CLKG. COL. CONT. CONC. CONST. CONTR. CPT. D. DEPT. DET. DIAG. DIA. DIM. DBL. DWG. D.F. DIFF. D.N. E. EA. ELEV. ELEC.. EMER. EXT. EQ. EQPT. EXIST. F.I.O F.A. F.E. F.E.G. FIN. FIXT. F.D. FLR. F.0.I.C. FT. GA. GALV. GL. G.W.B. GYP. H. HOP. HD.WD. HD. HM. HORZ. HT. HR. HVAC. H.W. .B.C. NCD. NCL. NFO. NSUL. NTR. JAN. J.B. JT. ACOUSTIC /ACOUSTICAL ACOUSTICAL TILE ADJUST /ADJUSTABLE ABOVE FINISHED FLOOR APPROXIMATELY ARCHITECTURAL BLOCK/BLOCKING BOARD BUILDING BUILDING STANDARD CABINET CEILING CENTER LINE CAULKING COLUMN CONTINUOUS CONCRETE CONSTRUCTION CONTRACTOR CARPET WATER VICINITY MAP DEEP DEPARTMENT DETAIL DIAGONAL DIAMETER DIMENSION DOUBLE DRAWING DRINKING FOUNTAIN DIFUSSER DOWN EAST EACH ELEVATION (BLDG)/ ELEVATOR ELECTRICAL EMERGENCY EXTERIOR EQUAL EQUIPMENT EXISTING FURNISHED 4 INSTALLED BY OTHER FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FIXTURE FLOOR DRAIN FLOOR FURNISHED BY OTHER INSTALLED BY CONTRACTOR FOOT OR FEET GAUGE GALVANIZED GLASS /GLAZING /GLAZED GYPSUM WALL BOARD GYPSUM HIGH HANDICAP HARD WOOD HEAVY DUTY HOLLOW METAL HORIZONTAL HEIGHT HOUR HEATING, VENTALATING AIR CONDITIONING HOT WATER NTERNATIONAL BUILDING CODE NCANDESCENT NCLUDE NFORMATION NSULATE (D)(ING) NTERIOR JANITOR JUNCTION BOX JOINT LAM. LAV. L. LTG. LT. LGJL. MAT. MAX. MFG. MECH. MED. MIN. MISC. MTD. MTh. MW. N. N.I.G. N.T.S. NO. OFF. O.G. OF. O.F.C.I. O.F.O.I. PNL. PT. PART. P.P.L. PL. P. LAM. PLY. Q.T. QTY. R.B. R. RAD. REF. READ. REV. R.O. RR. 5. SECT. SHT. SIM. SPEC. S. SST. STD. STOR. STRUC. SUSP. TEL. TEMP. TYP. U.L. U.P.G. V VAR. V.G.T. VERT. Y.P. W.B. YV WD. WT. W.H. WT. LAMINATED/LAMINATE LAVATORY LENGTH LIGHTING LIGHT LONG MATERIAL MAXIMUM MANUFACTURER MECHANICAL MEDIUM MINIMUM MISCELLANEOUS MOUNTED METAL MICROWAVE NORTH NOT IN CONTRACT NOT TO SCALE NUMBER OFFICE ON CENTER OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED PANEL (ED) ) ) PARTITION POLISHED PLATE GLASS PLATE PLASTIC LAMINATE PLYWOOD QUARRY TILE RUBBER BASE RISER RANGE RADIUS REFERENCE REQUIRED REVISED/REVISION ROUGH OPENING ROOM STAIR SECTION SHEET SIMILAR SPECIFICATIONS/ SPECIFIED SOUTH STEEL STAINLESS STEEL STANDARD STORAGE STRUCTURAL SUSPEND /SUSPENDED TELEPHONE TEMPERED TYPICAL UNDERWRITER'S LABORATORY UNIVERSAL PLUMBING CODE VERIFY VOLUME VARIABLE/VARIES VINYL COMPOSITION TILE VERTICAL/VERTICALLY VENEER PLASTIC WOOD BASE WALL COVERING WOOD WEIGHT WIDE WITH WATER HEATER WEIGHT 16040 CHRISTENSEN ROAD TUKWILA, WA 15155 PROJECT DATA PROJECT ADDRESS: GOVERNING CODE: USE ZONE: OCCUPANCY: CONSTRUCTION TYPE: ENERGY CODE: ACCESS CODE: PLUMBING CODE: CONTRACTOR: MECHANICAL: ELECTRICAL: SPRINKLER SYSTEM: TENANT AREA: LEGAL DESCRIPTION SITE PLAN SE PARATE PERMIT F EQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BULDING DIVISION 16040 CHRISTENSEN RD, SUITE 520 TUKWILA, WA SS 180 2006 B.C. I aMENDMENT WASHINGTON B (OFFICE) V- N - (FULLY - SPRINKLERED) 2006 WASHINGTON STATE ENERGY ICC /ANSI A117.I 2003 2006 U.P.G. TO BE DETERMINED PRIOR TO PERMIT ISSUANCE BIDDER DESIGN (UNDER SEPARATE PERMIT) BIDDER DESIGN (UNDER SEPARATE PERMIT) BIDDER DESIGN (UNDER SEPARATE PERMIT) SUITE 320 - 2,150 SF KIN& COUNTY PARCEL NUMBER: BUILDING I - 16040 CHRISTENSEN AVE. - 252304 -4034 AND 25230440/8 KING COUNTY PARCEL MJN®ER: BUILDING 2 - 16000 CHRISTENSEN AVE. - 252304-4011 KING COUNTY PARCEL MJMI3ER: BUILDING 3 - 16300 CHRISTENSEN AVE. - 252304 -4016 That portion co the W.H. 61II1am Donation Land Claim *40 and of the soutMsst quarter of the southwest quarter of Section 24, Township 23 North, Ragge 4 East, W.M., aid of Government Lot I h Section 25, Township 25 North, RRaagie�ee 4 East, W.M., In King County, Washt more particularly deacrbed as follows, Commencing at the norttrrest earner of Paul 2 of Gity of 114aila Short Plat *16 -16-95 as recorded under King County fi cor ding No .1106G800'13 thence south 64 01' 52" East 24.88 feet to a pout of curvature, thence easterly 168.00 feet along the arc of a tangent curve to the left, having a radius of 993.00 fast, through a central angle of TTO• 11' 42' to the true point of bsgkning, thence continuing easterly 146.81 feet along the arc of a non - tangent cures to the left, having a radius of 499.00 feet, the radius point of which begs north TS' 92' 26' east, though a central angle oP 09. 00' 01' to a point on said cues, thence north 06 94' 36' east, 66.28 feet to a point of curvature, thence northeasterly 6.86 feet along the arc of a non - tangent curve to the rl jilt, having a radius of 62.00 feet, the radius point of which bears south 22. 09' 90• Bast, thou ji a central angle of 06' 20' 90" to a point of reverse curvature, thence northeasterly 29.19 feet along the arc of a curve to the left, having a radius of 20.00 foot, through a central angle of 12. OS' 29' to a point of tangency, thence north 02' I9' 91' east, OM feet; thence south 81' 46' 23' east, 6.61 feet; thence north 02• Itangent " east, 106.11 Poet; thence north 11 04' 01' oast oast, 106.11 tent. north 04' oast, 5122 f «t, thence north 48 95' 00" east, 60.21 f «t, thence south 84 41' 00' east, 110.00 feet; thence north 48' I4' 41" east, 93.00 feet; thence south 41 40' 14" east, 48.14 f «t, thence with 21 47' 54' east, 44.64 feet; thence south OS' 44' 56' west, 40.48 feet; thence south 24' 09' 38' west, 48.31 feet; thence south 94 14' 22' west, 62.83 feet; thence south 92 91' 34' west, 54.80 feet, thence south 93' 18' 26' west, 34.74 feet, thence south 94 40' 01' west, 69.82 Peet, thence south 40' OO' 29' west, 66.84 feet, thence WWI 29 OT 94' west, 95:16 feet; thence south 91 16' 45' west, 11.24 feet; thence north TT' 23' 04" west, 105.51 Peet, thence north 12 54' 36' east, 28.00 feet; thence north 71. 25' 04' west, 9034 ?set to a point of curvature, thence southwesterly 52.16 feet along the arc of a non - tangent curve to the right, having a radius of 920.0 feet, the radius point of which bears north 64 42' 54' west, through a central angle of 04 28' 54" to a point of tangency, thence south 21 46' 60' west, 4436 Poets thence north 60 14' 00' west, T1.14 feet; thence south 89 46' 00" west, 24 .61 feet; thence south 00 14' 00' east, .5O ' CO" t E • 14' ' 8 feet; thence south 84 46 CO vast, 24.30 f : thence north o0 14 0o west, 144.30 foots thence south 89 46' 00' west, 24.50 feet, thence north 00 14' 00" west, 54.00 feet; thence north 16 OS' 93" east, 20.11 feet to a point of curvature: thence southeasterly 4.49 feet along the arc of a non - tangent curve to the left, having a radius of 468.90 feet, the radius point of which beam north 16' 05' 55' east through a central angle of 00 99' 24" to a point on said curve, thence north 15 92' 26' east 9930 feet to the true point of bsgImtg, EXCEPT that portion thereof lying vdthin the 90 foot Glty oP Seattle Pipette r14*- of-way as recorded under Kkig County Recording No. 4106155. (ALSO KNOWN AS revised Lot I, Glty of Walla boundary Ike adjusbnent No. 8I- 40 -BL.A, recorded under King County Recording No. 811216094.6 said boundary lice being a revision of Cl j of lbialla bout xy 1ho adjustment No. 8t- t-BLA, recorded :eider Klrng County Recording No. 8102050984, which revised Glty oP 1Ukwlta Short Plat No.16 -16-95 recorded under King County Recording No. 1406050048, also recorded under icy County Recording Nos. 7406030041. and 1406050041); TOGETHER WITH a 24 foot ingress, egress, and utilities easement over a portion of Revised Lots 9 of said City of 11.kwna boundary Ike adjustment No. 81 K .A, lying 12 feet on .ash side of the following described centerline, Gonrnaicing at the northwest corner oP Parcel 9 of said CHI of 11kwlia Start Plat No. 18- :6-561 thence south 00 14' 00' east, 41.40 feet to the point of bsgimi g of this centerline description, thence north 84 46' 00' east 184.50 feet to point 'D', thence conthukg north 81 4' 00' east, 22.00 feet; thence north 24 46' 00' east, 14596 feet to a pant of curvature: thence northerly 65.35 ?set clout the arc of a tangent curve to the left, having a radius of 920.00 feet, through a central angle of 11 44' 10' to the end of this centerline description, ALSO TOGETHER WITH a 23 foot tigress, egress, aid utilities easement over a portion of Revised Lots 2 and 9, sold �xdloarryy Ike adjustment No. 8I- 40 -BLA, lying 12.5 feet on each side of to following descrbed centerline, Beginning at Point ' ', thence north 00 14' 00" west, 226.00 feet to the end of this centerline description, ALSO TO6�TIER NTH a 24 foot tigress, egress aid utilities easement, over a portion of revI.d Lot 2, sold boundary lie adjustment No. 81- 40 -BLA, lying 12 foot on each side of the fonowhg descrbed centerline: Commencing at the southwest corner of Parcel I of said Gity of 'Nkwlla Short Plat No. 18-16-SS; thence north 00 14' 00" west, 21.41.feet to the point of riming of this centerline description; l isnnce southeasterly 48.t0 feet oloonngg the arc of a non - tangent curve to the rhaving a radius of 53.00 feet, Mich the radius point of which bears south 00' 14' 00' west, thouc a central angle of 44' 54' 08" to a point of reverse curvature; thence sovithsas 91.04 feet along the arc of a curve to the left, having a radius of 100.00 feet, though a central h a � gle of 21' 14' 34' a ht of curvature; thence southeasterly 294.41 radius of b feet along the arc of a non - tangent curve to the left, having a rad2 feet, the radius point of h beam north 29 38' 01" thou a central angle of 15' 05' 30' to a point of curvature; thence non-tangent 49.14 feet along the arc of a non- taent curve to the left, havkg a radius of 80.00 feet, the radius point of which boars north 08. 52' 06' east though a central ogle of 90 56' 06" to the end oP this centerline description. PARtt3 2. That portion of the W.M. 61IIlam Donation Laid Claim No. 40 aid oP the southwest quarter of the southhest quarter of Section 24, Township North, Range 4 East, W.M., and of Government Lot I h Section 25 Township 29 North, Rage 4 East, KM., In Kkg County, Washington, more particularly described as follows, Beginning at the southwest corner of Parcel : of City of Tukwila Short Plat No. 18-16-9 as recorded under King County Recording we No. 1406050048, thence north 00' 14' 00' st, 1 41 feet; thence south 84 41' 00' east, 10.00 feet; thence north 00' 14' 00' west, 632 feet, thence north 10 94' 00' west, 11.91 Net; thence south 63' 01' II' east, 88.05 feet; thence south 42' 04' 00' east, 102.2 feet; thence south 51. 51' 21' east, 102.40 feet, thence south 84 95' 20''egsi, 121.30 feet, thence north 11 04' 01' east, 25.00 feet, thence south 02. 19' 51' west, 10637 feet; thence north 81 46' 25' west, 6 .67 feet, thence south 02 19' 57' west, OM feet to a point of curvature, thence eouthvaosterly 23.15 Peet along the arc of a tangent curve to the rest, having a radius of 20.00 feet, through a central angle of 12 09' 29' to a point of reverse curvature; thence southwesterly 6.86 feet along the are c i' a tangent curve to the left, having a radius of 62.00 foot, though a central angle oP 06 20' 90' to a point on said curve: thence south 06 84' S6" west, 66.26 feet to a point of curvature,tihenc• northwesterly 146.8'1 Poet along the are of a non-tangent curve to the right, having a radius of 495.00 Not, the radius point of which bears north 06 92' 25' east, through a central angle of 04 00' 01' to a poht on said curve, thence a,.vth IV 92' 26' west, 95.30 feet to a point of curvature, thence westerly 4.48 feet along the arc of a non - tangent curve to the right, having a radius of 468.00 P.M. the radius point of which bears north 15' 52' 26" east, through a central anat. of 00 55' 24' to a point on said curve, thence south 16 05' ' west, 20.41 feet; thence south 00 14' O0' east, 54.00 feet, thence north 84 46' OW east, 2430 feet; thence south 00 14' 00' east, 14430 feet, thence south 84' 46' 00' west, 64A0 feet; thence south 00' 14' 00' east, 8.50 feet; thence south 84 46' 00" west, 11550 feet to Poht'A', thence north 00' 14' 00' west, 941.00 feet to the point of beginning. EXCEPT that portion thereof lying within the 50 foot Gity of Seattle Pip.Ikhs Right- of-way as recorded under County Recording No. 4106155, (A-90 KNOWN AS revised Lot 2, GIty of Tu boundary the adjustment No. 81- 40 -BLA, recorded under King County Recording No. 8112160540; said boundary t line being n a g revision of GI of '1Ukwtla boundary lino adjustment No. 81 -I-BLA recorded under Klrng County Recording No. 8102030381, which Revised City of 11kwlla Short Plat No. 18 -16 recorded under King 3oimdcry nt No. 8 County -40 -BL,, lying f2 feet n each of the tenoning described centerline. tamienc a l �� tig at Potit'A described above, tllt a over a " Wi of revised Lot 9 of GI of 71.4alla Lino Ad 19.00 Poet to the point of beg inning of this centerline description, thence north 84 46 00 east, 46.50 feet to Poirit'B', thence continuing north 84 46' 00" east, 64.00 Net to Poht'G', thence eonthutg north 84 46' 00' east, 64.00 feet to Port ", thence sentry rg north 89 46' 00' oast, 12.50 feet to the end of this centerline description, ALSO TOGETHER WITH he following 25 foot kigre.s, egress and utilities easements over portion of revised Lots I and 5 of City of 1Ulwtlo bouidanj Ins adjustment No. 8I- 40 -BLA lying 123 feet on each side of the following described centerlke, Begknhg at Port""BB', thence north 00 14' 00" west, 79.00 feet to the end of this centerline description, Beginning at Poht'G , thence north 00 14' ' west, 16.90 feet to the end of this centerline description, B.ginnkg at Port'D', thence north 00' 14' 00' west, 226.00 feet to the and of this centerline description. PARf.Ei 9. That portion of boverrment Lot 1 In Section 25, T� Ip Range 4 East, KM., h King County, W more particularly described as Pollens. Begtnr Southwest at the Sou west corner of Parcel 4 of Gity of Valle Short Plat No. 18 -16-99 as recorded u cler Kin No. `1406030098, thence north d0 14' 00' west, 210120 feet to a port of curvature; thence northerly 104:12 Peet along the are of a non-tan curve cve to the left, a radius of 40.00 feet, the radius point of which bears north 00 . 14' 00' west through a central ague of 150 00 ' c 00' to a por n t of reverse curvature, thence northerly 4184 foot along the arc of a tangent curve to right, having a radius of 40.00 feet, &ro 4i a central angle of 60 00 ' 00' to a point of tangency, thence north 00 14' 00" west 12191 feet; thence north 84 46' 00 east 115.40 Pet thence north • 14' 00" west 650 Peet: thence north 89' 46' 00" east 46$0 feet; thence north 00 14' 00' west 850 foot , thence north 81' 46' 00" east 24 .61 feet; thence south 60 14' 00" east 11.14 Poet to Port'E ", thence north 29 46' 00' east 44.96 feet to a point u t of cvature, thence northerly 32.46 foot along the arc of a tangenit cuve to the left, having a rade" of 920.00 foot, though a control angle of 09 26' 34' to a port on said curve; thence south 11 25' 04' east 5059 foot, thence south I2 94` 56' west 28.00 feet; thence south Tr 23' 04" east 1055+ feet; thence south 51 16' 43' west 1109 feet, thence south 94 51' 52" west 6034 feet, thence south 90' 51' 21" west 61.18 feet, thence south 13• l6' 05' west 59.14 feet, thence south I5 51' 21' west 5182 f oot, thence ,oath 15' 48' 40' west 5499 feet; thence south 00' 58' 22" east 6294 feet, thence south 00 18' 55' west 41.21 feet, thence south 07. 94' we east 59.11 feet, thence south 18 21' 46" east 3691 feet, thence south 2r 31' 17' east 8.24 feet, thence north 84 41' 00" west 349.94 feet to the port of b gtnhg. (SEINE KNOWN AS revised Lot 9, of G of 1lblwlla boundary Ile adjustment No. 8I- 40-BLA as recorded under King County Recording No. 8112160540, berg a revision of boundary Ir. adjustment No. 8I -I-91.A as recorded under King County Recording No. 8162090984, which r. Gtty of Tt kwIIa Short Plat No. 18- 16-56, recorded under King County Recording No. 11060W018, also recorded under King County Recording Nos. 1406030097 and 1406050094), TOGETHER WITH a 24 foot Ingress, egress, and utility easement over a portion of revised Lot I of City of 7U Boundary Line Adjustment No. 81- 40 -BLA, lying 12 feet on each side of the following described centerline. Commencing at PoPit'E' as d acrb d abovel thence north 24' 46' 00' East 44.96 feet to a point of curvatures thence northerly 6593 feet along the arc of a tangent curve to the left, having a radius of 920.00 feet, trough a central angle of 11' 44' 10' to a port on sold curve, thence south 11' 25' 04' East 90.00 feet to the end of this centerline description. 4 CHRISTENSEN ROAD DRAWING INDEX TI COVER SHEET TI.I EXITING PLAN AI.O DEMOLITiON/PARTITION 4 ELEC/PHONE/DATA PLANS A2.0 REFLECTED CEILING PLAN SCOPE OF WORK THE PROJECT CONSISTS OF A TENANT IMPROVEMENT OF AN EXISTING OFFICE FOR USE AS OFFICE. NO EXTERIOR WORK IS INCLUDED. INTERIOR RENOVATIONS TO INCLUDE MINOR DEMOLITION, NEW PARTITION WALLS, NEV DOORS AND NEW RELITES. NO CHANGE OF USE, SIZE OF BUILDING, OR INCREASE IN OCCUPANT LOAD 15 ANTICIPATED. FILE COPY Permit No. 1)0 �� Lt Plan review approval is subject to errors and orniss ons. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fie r r y and conditions is acknowledged: • CONTRACT SUITE -520 I, 11 111,74111% REVISIONS No changes shall b e made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. CiiiiinniiiiiuiiiniiniiU I IIIIIIIIIIIIIlf)IIIIIIIIIIIIIIIlIIf niiiniiniiunrrnmininini1. amillimmirnitillimmiu u11111 Illlllllllllllllllll piu 0 10 25 50 1 r s s City Of 'Nlfivita BUILDING DIVISION 100 200 C o planning interiors \ architecture DESIG 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 -774 -8219 REGISTRATION 8e04 PROJECT NAME MTI Riverview Plaza TENANT IMPROVEMENT BUILIDNG 1, SUITE 320 16040 CHRISTENSEN ROAD TUKWILA, WA 98188 CODE L -------- Ppq� pip CE AUG 2 4 1009 AT ciftyof ING DESIGN TEAM PROJECT NO.: 09.099 PRINCIPAL: CK DRAWN BY: )tC CHECKED BY: CK SHEET NO. PROJECT CONSULTANTS DAVNA STATE OF WASHINGTON EXP. 03 -03-1 COVER SHEET Ia IVIwSION ISSUED /REVISIONS 8- 14`o`i ISSUED FOR REVIEW T1.0 NEIL CITY OF T RECEIVED ILA 'AUG 14 2009! PERMIT CENTER PO SHEET TITLE EXITING PLAN -THIRD FLOOR SCALE: I /I6 "= I -O" J 11 EXISTING SUITE -AREA OF CONTRACT 8' •2 1 1 =jl EXITING ANALYSIS: 2150 RS.E / 100 =22 OCCUPANCY LOAD 22 O.L. < 50 = I EXIT REQUIRED COMMON PATH OF EGRESS TRAVEL: 2006 IBC SECTION 10143 EXCEPTION I - TRAVEL PATHS < 100' IN/ AUTOMATIC SPRINKLERS. PATH FROM FURTHEST POINT 15 1S' -2" AND IS AN EXISTING CONDITION. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 zoos City Tukwila u Ia .:11I.p�NG DIVISION RECEIVED Orr( OF TUKWILA AUG 14 2009 tJVmii CENTER DESIG CO NE.LL planning interiors architecture 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 -774 -8219 PROJECT NAME MTI Riverview Plaza TENANT IMPROVEMENT BUILIDNG 1, SUITE 320 16040 CHRISTENSEN ROAD TUKWILA, WA 98188 DESIGN TEAM PROJECT NO.: 09.099 PRINCIPAL: CK DRAWN BY: EC CHECKED BY: CK PROJECT CONSULTANTS SHEET TITLE SHEET NO. BCP. oe-oa-11 ISSUED /REVISIONS V-1 ISSUED FOR REVIEW EXITING PLAN T1.1 6 DOOR SCHEDULE DOOR # RATED WIDTH HEIGHT TYPE FRAME MAT. FRAME FINISH HARDWARE REMARKS 302 - 3' -0" 13/5 A !VS B/5 HA-I 303 - 3' -0" B/5 A B/5 B/5 HW-I 304 - 3' -0" 9/5 A 13/5 B/5 HA-1 306 - 3' -0" B/5 B B/S B/S HA-2 309 - 3' -0" B/5 A B/5 B/5 HA-2 DOOR TYPES HARDWARE TYPES - VERIFY WITH OWNER 135 SOLID DOOR EXISTING CORE CORE DOOR FH REL 13/5 SOLID W/ NEW TE. HW - TENANT INTERIOR. LATCHING HW-2 - TENANT INTERIOR. LOCKING G B5 LOCKSET NOTES: I. ALL DOOR AND DOORWAYS SHALL COMPLY WITH IGG /ANSI AII1.I -2003 CODES, SECTION 404 2. MANUF. = BUILDING STANDARD 3. CONTRACTOR TOR USE AND RELOCATE EXISTING DOORS AND HARDWARE WHERE POSSIBLE 4. ALL DOORS TO BE EQUIPPED WITH LEVER -TYPE LATCHING HARDWARE OR OTHER APPROVED HANDICAP ACCESSIBLE CONFIGURATION PER ICG /ANSI 4042.6 5. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. EXISTING DOORS TO REMAIN. 1 it 11-( / L. O © 7W +44 -6FI BREAK 301 EXISTING WORKROOM ELECTRICAL LEGEND 4 N 6FI NOTE: e EXISTING OPEN OFFICE 13021 SCALE: I/8 " =1' -O" N+44 N+44 cn 0 V NI> N N � N h vh Ok ELEC /PHONE /DATA PLAN ELECTRICAL NOTES - VERIFY FINAL LOCATIONS WITH TENANT ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IS" ABOVE FLOOR UNLESS OTHERWISE NOTED. ALL/ANY GORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL UNUSED GORE DRILLS SHALL BE PLUGGED AND GAPPED A5 REQUIRED TO MAINTAIN FLOOR FIRE RATING. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANTS CONTRACTOR UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION. MU- MOUNTED DUPLEX RECEPTACLE OUTLET WALL MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A WALL MOUNTED QUADRAPLEX RECEPTACLE OUTLET WALL MOUNTED QUADRAPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET NEW GROUND FAULT INTERRUPTER NEW OFFICE aois N D N$ 1308 EXISTING RECEPTION C $N CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING ELECTRICAL / TELEPHONE OUTLETS *ERE POSSIBLE. ALL EXISTING ELECTRICAL / TELEPHONE OUTLETS NOT SHOWN ARE TO REMAIN. USE BUILDING STANDARD ELECTRICAL FIXTURES THROUGHOUT UNLESS OTHERWISE NOTED. NEW OFFICE 304 NOTE: PROVIDE UP TO 8 DEDICATED OUTLETS RELATED TO FURNITURE, WHICH 15 NOT YET FINALIZED ON THE PLAN 4 VERIFY LOCATIONS d FINAL REQUIREMENTS FOR ELECTRICAL, AND DATA LOCATIONS. crt_ EXISTING OFFICE 305 1 301 1 DICE . o 4 d N EXISTING OFFICE MIN. 3 1/2" 25 GA.(350T200 -I8) STEEL STUD TOP TRACK, BRACE TO STRUCTURE W/ EITHER *10 GA. 6ALV. STL. SUSPENSION HANGER WIRE SET OR 25 GA. MTL STUDS • 8' O.G. OR 2 PER WALL SECTION MINIMUM, ANCHOR TO TOP TRACK PER MFG. REQUIREMENTS 3 I/2" 20 GA. (350T5200 -33) CONT. 5TL RUNNER CHANNEL ANCHORED TO FLOOR 11/ POWDER ACTIVATED FASTENING SYSTEM HILT) X -ZF 22 PST OR EQUAL .145 DIA. 4 EMBEDMENT 15 3/4" AT 24" OC.G MAX 3 I /2" MTh. 25 GA. (3505125 -I8) STEEL STUDS OR WIRE HANGERS FOR BRACING (8' O.C,) OPTIONAL ACOUST ATT IF REQUIRED MATCH EXIST. / N M 4• 1/ / /// PAPER TRIM W P WING 3 I/2" 25 GA (3505125 -I8) MTL. STUDS 0 24" O.G. ALLOWABLE TO 13 z -- 5/8" TYPE 'X' 6.WB. SECTION - BUILDING STANDARD PARTITION SCALE: N.T.S. B EP RM I301I 211 I�� 1 WORKROOM 309 EXISTING OPEN OFFICE 302 SCALE: I/8"=1 NEW OFFICE I3o8 RE EXISTING PARTITION NOTES a " NEW OFFICE 304 DEMOLITION /PARTITION PLAN EXISTING OFFICE 305 I I I o I EXISTING I U EXISTING OFFICE ICI ALL EXISTING WALL FINISHES TO BE REMOVED. WALLS ARE TO BE PATCHED, SANDED SMOOTH AND PREPARED FOR NEW FINISHES AS REQUIRED. DEMOLITION NOTES WERE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO BE PATCHED, SANDED SMOOTH AND PREPARED FOR FINISHING AS REQUIRED. REMOVE EXISTING FLOOR FINISHES. PATCH AND PREPARE FLOORS AS REQUIRED FOR SMOOTH, LEVEL FINISH. WHERE NEW PARTITION MEETS EXISTING FURRED COLUMN OR GORE WALL, REMOVE CORNER BEAD, ALIGN, TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD. ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL BE PATCHED AND SPACKLED AND BE PROPERLY MEMBERED MD ALIGNS 50 AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. WERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED. AL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER 50 AS NOT TO DAMAGE ADJOINING CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR DIRECTION. ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24' O.G. WITH 5/8" TYPE 'X' GYPSUM WALLBOARD EACH SIDE. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. OFFSET STUDS, WHERE REQUIRED, 50 THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE SIDE OF DOOR TO ADJACENT PARTITIONS. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SHEET METAL REINFORCING (8' HORIZONTALLY MOUNTED STRIP OF 20 6A. GALVANIZED SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED ON DRAWINGS INCLUDING ALL OWNER PROVIDED ITEMS. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER AND TENANT APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. PARTITION LEGEND c 15/5 2-0"w x FULL HEIGHT SAFETY GLASS RELITE IN B/5 FRAME, MATCH EXISTING SUITE STANDARD KEY NOTES I. ALIGN FINISHED SURFACES. D09- 1 (08 CODE HEWED FOR COMPLIANQE APPROVED AUG 2 4 2009 City of Tukwila UILDIIVG DIVI,$Irj = = = = == DEMOLITION EXISTING PARTITION TO REMAIN. B/5 TENANT PARTITION B5 METAL STUDS ® 24 "O.C. WITH 5/8" TYPE 'X' 6113 ON BOTH SIDES FROM FLOOR TO UNDERSIDE OF HUNG CEILING, SEE DETAIL III THIS SHEET B/5 3' -0"w x FULL HEIGHT SAFETY GLASS RELITE IN B/5 FRAME, MATCH EXISTING SUITE STANDARD Wlir cLIVED CITY OF TUKWILA AUG 114 2009 PERMIT CENTER C O planning interiors architecture DESIG NELL 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 - 774 -8219 REGISTRATION 8094 PROJECT NAME MTI Riverview Plaza TENANT IMPROVEMENT BUILIDNG 1, SUITE 320 16040 CHRISTENSEN ROAD TUKWILA, WA 98188 DESIGN TEAM PROJECT NO.: 09.099 PRINCIPAL: CK DRAWN BY: EC CHECKED BY: CK ISSUED /REVISIONS LIE:/A ISSUED FOR PERMIT PROJECT CONSULTANTS SHEET TITLE DEMOLITION/ PARTITION & ELEC /PHONE/DATA PLANS SHEET NO. DAVNA m' : • _ - STATE OF WAS NOTON EKP 03 -03-11 A1.0 EXISTING EXISTING BREAK RM OPEN OFFICE WORKROOM REFLECTED CEILING PLAN SCALE: I /8 "= I' -0° LIGHTING NOTES PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE DEPARTMENT, IF APPLICABLE. CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL THERMOSTAT LOCATIONS. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE GODES. CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING. LIGHT SWITCHES SHALL BE INSTALLED AT +43' A.FP. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO- VISUAL ALARMS, TO MEET ALL APPLICABLE CODES. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NINEER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE SEISMIC BRACING ® ALL NEW 4 RELOCATED LIGHT FIXTURES. LIGHTING LEGEND -MMI1 40-3 EXISTING 8/5 2 x 4 FLUORESCENT LIGHT FIXTURE TO REMAIN EXISTING 8/9 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE EXISTING ILLUMINATED EXIT SIGN - DIRECTION OF ARROW • SPRINKLER HEAD5 FOR REFERENCE ONLY, UNDER SEPARATE PERMIT, BIDDER DESIGN 1-1‘/AC FOR REFERENCE ONLY, UNDER SEPARATE PERMIT, BIDDER DESIGN. (SOME LOCATIONS USED FOR LIGHTING LAYOUT) 456- 5/3 SINGLE SWITCH B/S 3-MY SWITCH EXISTING CEILING GRID TO REMAIN E EXISTING TO REMAIN EXISTING RECEPTION NEN OFFICE R RELOCATE EXISTING FIXTURE N NEW LIGHTING FIXTURE NOTE: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE. CONTRACTOR TO RESWITGH / REGIRGUIT LIGHT SWITCHES AND LIGHT FIXTURES AS NEEDED. ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SHOWN ARE TO REMAIN. LIGHTING CALCULATIONS EXISTING FIGS ALL EXISTING LIGHT FIXTURES TO REMAIN WITHIN TENANT SPACE, NO PROPOSED CHANGE IN ENERGY USAGE. EXISTING OFFICE EXISTING OFFICE p VIEWED F° ''' CC CDMPLIANCE APPROVED AUG 2 4 2009 City of Tukwila . BUILDING DIVA rit boI RECEIVED CITY OF TUKWILA AUG }.4t. 2009 P ERMIT CENTER C O planning interiors \ architecture DESIG 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 -774 -8219 REGISTRATION 8894 PROJECT NAME DESIGN TEAM PROJECT NO.: 09.099 PRINCIPAL: CK DRAWN BY: EC CHECKED BY: CK PROJECT CONSULTANTS SHEET TITLE SHEET NO. DAVR A WILLIAMS DUERR STATE OF WASHINGTON BO' 03-03 -11 MTI Riverview Plaza TENANT IMPROVEMENT BUILIDNG 1, SUITE 320 16040 CHRISTENSEN ROAD TUKWILA, WA 98188 ISSUED /REVISIONS )SSUED FOR PERMIT REFLECTED CEILING PLAN A2.0 NELL