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HomeMy WebLinkAboutPermit D07-115 - SOUTHCENTER CORPORATE SQUARE - TRAINING - TENANT IMPROVEMENTPUBLIC AMENITIES TRAINING 635 ANDOVER PK W D07 -115 Parcel No.: 2623049143 Address: 635 ANDOVER PK W TUKW Suite No: Tenant: Name: PUBLIC AMENITIES - TRAINING Address: 635 ANDOVER PK W , TUKWILA WA Owner: Name: SOUTHCENTER CORPORATE SQUARE Address: 150 CALIFORNIA ST , SAN FRANCISCO CA 94111 Phone: Contact Person: Name: TAMARA GENZALE Address: 810 THIRD AV, SUITE 140 , SEATTLE WA 98104 Phone: 206 - 903 -0662 Contractor: Name: D P INC GENERAL CONTRACTORS Address: 19909 BALLINGER WAY NE , SEATTLE, WA 98155 Phone: 206 -361 -2989 Contractor License No: DPINCGC066BU DESCRIPTION OF WORK: TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING OFFICE SPACE. THE WORK CONSISTS OF DEMOLITION AND CONSTRUCTION OF PARTITIONS, DOORRS AND OTHER FEATURES. Value of Construction: $39,000.00 Fees Collected: $1,093.93 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC -10/06 Cityf 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -115 Issue Date: 04/23/2007 Permit Expires On: 10/20/2007 Expiration Date: 01/31/2008 D07 -115 Printed: 04 -23 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature• /J Y1l i I hereby certify that I have read and x governing this work will be complied With, Print Name: ' Dav\ e.. Peclecs eh doc: IBC -10/06 City o ' Tukwila 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 d )4 Permit Number: D07 -115 Issue Date: 04/23/2007 Permit Expires On: 10/20/2007 Date: (AIWA- permit and know the same to be true and correct. All provisions of law and ordinances ther 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 construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: it -a> , Date: q 123/07 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. D07 -115 Printed: 04 -23 -2007 Parcel No.: 2623049143 Address: Suite No: Tenant: doc: Cond -10/06 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 635 ANDOVER PK W TUKW PUBLIC AMENITIES - TRAINING 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -115 ISSUED 03/29/2007 04/23/2007 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: 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. 7: 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. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). D07 -115 Printed: 04 -23 -2007 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: 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. 16: 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. 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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 doc: Cond -10/06 D07 -115 Printed: 04 -23 -2007 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 corridor is more than 100 feet (30,480 mrn) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 29: 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) 30: 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) 31: 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) 32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IF'C 901.4) 33: 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) 34: 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) 35: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 36: 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) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 39: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 40: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 -575 -4407 for ordering information. doc: Cond -10/06 D07 -115 Printed: 04 -23 -2007 doc: Cond -10/06 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 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: 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. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** D07 -115 Printed: 04 -23 -2007 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 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: Print Name: DGt V reJ e r5ev\ doc: Cond -10/06 Date: 9/23/0i D07 - 115 Printed: 04 -23 -2007 Property Owners Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wous Name: Mailing Address: �� b Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No Public Works Permit No Project No 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 Address:_ X035 A PON 1� E5 r Tenant Name: PUF,L4(', AM .l1'ft f..27 LI►�i /l. 1 '1 ri t sok SPA en2alt �Qamc G� GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: E -Mail Address: Contractor Registration Number: King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ .....Yes City CONTACT PERSON - who do we contact when your permit is ready to be issued ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record (For office use on State a Z_ 2 S L 430 b keiP Fax Number: �No Zip State Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: k...N I N 4 AA i �5M,I. cc . q G Mailing Address: M9-0 f t 514 } i _ Mt'L- \4A 1 O 11, I -'[ City I,, Contact Person: I,LL U Sul ?sot.' Day Telephone: lac Fax Number: 2101e State 7i tiI 19ei State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q Applications .Farms- Apphcaonns On One 3 -2006 - Permit Application. doc -t.' ,.c! - 9.2006 Page 1 of 6 $UI DI$G PERMIT INFORI TION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 3q d o O Existing Building Valuation: $ Scope of Work (please provide detailed information): K 5.-I`r — (?S. 11-6. �P$T !'� I� CAF 1�•- K�TII�LL� f-ICE� SPACE . I •. .,� _ I • ■ •1 /Iv. ■ s■••• OP I ■s • • Nu —..... u ■ Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 3'" Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck - 101quA 1 V Interior Remodel Addition to Existing Structure NoNe. Type of Construction per IBC: v - 5 Type of Occupancy per 5 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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: X Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ 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 x 11 " paper including quantities and Material Safety Data 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. 0 Applicanon Pomu- Application. On Lmc 3 -2(Ht6 - Permit Application.dor Reo.cd: 9 -2006 66 Other (specify) Page 2 of 6 PERMIT APPLICATION NOTES — 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 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). 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 THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 9 ER OR Signature: Print Name: IZED GENT: Mailing Address: Vb - 1/A`liA- 0. Applicatiom,Forn s- Applica0on. On Line 3-2006 - Permit Apphcntion.doc Revised: 9 -2000 bh Nolo Date: 317ftr Day Telephone: VA0 , wit 104- tty State Zip Date Application Accepted: Date Application Expires: Staff Initials: Page 6 of 6 Doc: RECSETS -06 RECEIPT NO: R07 -00726 Initials: BLH User ID: ADMIN Payee: DANE PEDERSON SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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.citukwila.wa.us SET RECEIPT Payment Date: 05/01/2007 Total Payment: 174.00 SET ID: 0501 SET NAME: PUBLIC AMENITIES D07 -115 ' 58.00 D07 -116 58.00 D07 -117 58.00 TOTAL: 174.00 TRANSACTION LIST: Type Method Description Amount Payment Cash 174.00 TOTAL: 174.00 Account Code Current Pmts 000/345.830 TOTAL: 174.00 174.00 7684 05/02 9716 TOTAL 174.00 Receipt No.: R07 - 00471 Initials: JEM User ID: 1165 Payee: SOUTHCENTER CORP SQUARE, LLC TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - 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.tukwila.wa.us Parcel No.: 2623049143 Permit Number: D07 -115 Address: 635 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 03/29/2007 Applicant: PUBLIC AMENITIES - TRAINING Issue Date: Payment Check 1218 1,093.93 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $1,093.93 Payment Date: 03/30/2007 11:58 AM Balance: $0.00 Amount 660.26 429.17 4.50 Total: $1,093.93 doc: Receiot -06 Printed: 03 -30 -2007 Pro ,}}'e,�ct: / f-., " /, h /1i7, /// Type of Inspection: / . ✓-) / Ad ess: 5 , / - 9;vdd/tr P/C (41 Date Called: _ Special Instructions: Date Wanted: 69 3f - 0 7 �,m p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1Z. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 /I Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,t //zt »/ �4 , , ,,0 /We' Date:" �7 3 �- 58.0 ' EINSPECTION FEE FIEQUIRED. r to inspection, fee must be pal. - t 6300 Southcenter Blvd.. Suite 1 0. Call the schedule reinspection. t No.: 'Date: P. COMMENTS: Type of Inspection: f_'i et/4 / Addr ss: nn c Date Called: i o /i 4 r° -/;c7 4; are . lt. i 7 4,t 1 ?, Sr d 7 .. ?r (re �. K/44..40 e c.Le /Le.C Phone N9: a 4- Yz3 -Z766 <` Proj / ��j b r2 / E. Id , � ry I F.t/' �> e5 Type of Inspection: f_'i et/4 / Addr ss: nn J Date Called: Special Instructions: Date Wanted:.m Requester: Phone N9: a 4- Yz3 -Z766 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit Date .00 REINSPECTION ffEE REQ ED. Prior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Do7)I5 (206)431 -36 PERMIT NO. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Pro' t: L 4 Address: 1. 5 4 -1"- raw ,-/-e 4) Special Instructions: Type of Inspection: Date Called: Date Wanted: L a.m. 2 %.0 - 7 p gin. Requester: Ph a No: 5- x /2..3 -2 74,G Approved per applicable codes. Corrections required prior to approval. COMMENTS: -f><"/ / S' H I ac ` /:2"j , EJ $58.00 REtECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 'Date f�L, Project: } ��1 / /' I V /// Type of Inspection: � ? is n v � �/ // , ti Address: 35 4,Swr W Date Called: 1 Special Instructions: Date Wanted: a.m. Requester: Phone No 6) Ad & x / 1 3 - 27 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 75 6 7. if .a• Inspecto rtr El $58.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 7// - P ' ct: r 11 / -2 ( / 1AP f S Type of Inspectio : 6.:-_Z/12/A./ 6 \.' Ad reLs n / �J S I //l.C'(Uv' )/l L(J Date Called: Special Instructions: Date Wanted: 0 — Z - 0 T7 " (p. Requester: Phone No: o('f y 27 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D / / (206)43 1 -36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: n $58.00) SPECTION FEE REQUIRED. Prior to inspection. fee must be paid of 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro'ect i! P.-7/ iii Type of.Jnsoction: ' s<Irrpr /H, Address,i � iir Instructions: ti fi D ate Called: Special lk, Date Wanted: a.m. Requester: Phone No: INSPE ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Date: 2 _0,-7 El $ .00 REINSPE FEE REQUIRED. Prior to inspection, fee must be paid at 6300 So. center Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: (2 ' 6)431 -3 7 Pro ject; te 4 /net /7/'" S Type of Inspection: Address: 6 _3 5 4/vciaw'r Px e--t/ Date Called: Special Instructions: Date Wanted: 7 -i/- 07 1, . 6;471 Requester: Phone No: _ 66— .3 6 - INSPECT NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Z)97-// (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: N 'Receipt No.: 'Date: El $58.00 IE11SPECTI0N REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Project: / ?/ j /(C' 4 mjnp /1 C Type of I ns ection: f �1 fil /A/& Address: S 4 i , J a vee P/C YJ Date Called: Special Instructions: Date Wanted: 7- -/0 - 0 7 (a.m.- Requester: P 394. 7 506 INSPECTION NO. INSPECTION RECORD Retain a copy with permit a /-//, NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PE (206)431 -3670 Corrections required prior to approval. COMMENTS: S /t O e_ S J,:2 ova /1 0 $58.00 REINSPECTION 'E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. `Receipt No.: 'Date: Project: Type of Inspection: › Address. Date Called: Special Instructions: Date Wanted: /cy�37 a.m. 7— _ Requester: Phone No: u -- " 6 X* 675 6/ 7 12J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- El Approved per applicable codes. COMMENTS: /.5 C.h -i ce/ �Y� P Inspector: INSPECTION RECORD Retain a copy with permit C rtErA PER •, Corrections required prior to approval. r /� P �v (� l/4 eer71 Date $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: V UbI , C Aitylptv�f(�S Type of Inspection:, +- - (Zr'VV\INJ - 6 Address: ( A cs 0✓ P v c Date Called: _,-- Special Instructions: Date Wanted: — Ij -C)- p.m. Requester: Phone No: C0-<<2 3 -2.yG 8 ECT/ INSPECTION RECORD Retain a copy with permit INSP NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sa ihcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ry rim i i . _N• / i� . l_ $58.00 R'ISPECTION FE ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: ,a,";‘ Annfii i 1 1 5. j,U :,.. 1;"..�r' qLc-1 Address: 636 A Suite #: Contact Person: -0.7.)-v, Pre - Fire:. Special Instructions: Phone No.: 0 5,1r6 InJGJzn. /54,„, l o,/ c1,, /Z Project: -r,-,, ,,,,.,?) g,„,, Type of Inspection: ,a,";‘ Annfii i 1 1 5. j,U :,.. 1;"..�r' qLc-1 Address: 636 A Suite #: Contact Person: -0.7.)-v, Pre - Fire:. Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre - Fire:. Permits: Occupancy Type: INSPECTION NUMBER Tukwila, Wa. 98188 206 - 575 -4407 A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Do 7 -/A5 -- 47 - r /3d PERMIT NUMBERS n Corrections required prior to approval. Inspector: 50 S1 Date: Vz 4/c 7 Hrs.: 7 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc //13/06 T.F.D. Form F.P. 113 Project: Lt3Lic 4h,e NirrE TuKmkno& Type of Inspection: s ea .0,0v02- Address: (, 3 hem Suite #: Contact Person: I„ v. Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 n Corrections required prior to approval. COMMENTS: O IC -b co Inspector: Date: c, /z z /b4. Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from T.F.D. Form F.P. 113 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -115 DATE: 4 -23 -07 PROJECT NAME: PUBLIC AMENTIES - TRAINING SITE ADDRESS: 635 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS Bui�g DNision Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route [r Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: 2.28.02 PERMIT COORD COPY Fire Prevention Planning Division DUE DATE: 5 -22 -07 DUE DATE: 4 -24-07 Not Applicable ❑ Approved [ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -115 PROJECT NAME: PUBLIC AMENITIES - TRAINING SITE ADDRESS: 635 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # DATE: 3 -29 -07 before Permit Issued B DEPARTMENTS: 01 ivision Public Works Complete PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: 2 -28 -02 r- PERMIT COORD COPY Eli ) W CI 4 -4-1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: Planning Division Permit Coordinator ❑ DUE DATE: 4 -3 -07 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: DATE: DUE DATE: 5 -1 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: / i k-At 1, w,+x( &-0 pi21 Dom_ ' f) QM' p,E rifer ig-dt[� --,� Received by: 1)An p euta 2S& N PROJECT NAME: PI/�t�U L {� ' 11"I� PERMIT NO:S�G�� JJ I -r te SITE ADDRESS: f ORIGINAL IE DATE: 01 -1 REVISION LOG (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax; etc. Date: L 2-3 J U Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # e1T1r ktNu Revision # after Permit is Issued APR 2 3 2007 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 1 �� V rn - TP-K Project Address: Contact Person: D (ecerS ei ° r Tom i (reozAtthone Number: Cz) S. 7S -365?‘" r C q v l _ 066 Summary of Revision: N i 47'4 J 1 y �L(� u, �'f' L� -f Co rr i Gc / 36 V d d fo to •e_ t-e_ f-e ci 41-161 Pio w / '� 02� oS / c 4 1�- � VjSlc t,S t 1��5 '- vr mot-- #' Tec sort La (• Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on U�- lapplicationslfomis- applications on linelrevision submittal Created: 8 -13 -2004 Revised: 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: fittp : //www.ci.tukwila.wa.us A4AD 01- Steven M Mullet, Mayor Steve Lancaster, Director License Information License DPINCGC066BU Licensee Name D P INC GENERAL CONTRACTORS Licensee Type CONSTRUCTION CONTRACTOR UBI 601515833 Ind. Ins. Account Id #4 Business Type CORPORATION Address 1 19909 BALLINGER WAY NE Address 2 City SEATTLE County KING State WA Zip 98155 Phone 2063612989 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/31/1994 Expiration Date 1/31/2008 Suspend Date Separation Date Parent Company Previous License DODSOPI101JB Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #4 CBIC SA6377 01/31/2002 Until Cancelled $12,000.00 01/09/2002 #3 CBIC SA6377 01/31/1998 01/31/2002 $6,000.00 #2 CBIC SA6377 01/31/1997 01/31/1998 $6,000.00 Business Owner Information Name Role Effective Date Expiration Date DODSON, WILLIAM PRESIDENT 01/31/1994 Look Up a Contractor, Electrkian or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries 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 /lni/bbip /printer.aspx ?License= DPINCGC066BU 04/23/2007 CHECKED BY: WJS DATE: 03/22/07 SCALE: AS NOTED REN9oNS/YSSIIApCE: NO. REVISIONS PPoICAIEO 7HUS A DALE A CORRIDOR REVISION 04 /11/07 TENANT: PUBLIC AMENITIES (TRAINING SUITE) SHEET nnF: FIRST FLOOR COVER SHEET & DETAILS M ,...... I 6 a ACT ADP AFF ALT ALUM APPROX BLDG BLKG 81S CAB CLR C L COL COMM COMP CONST CONT CPT CT DIA DIM DR DW DWG EA ELEC ELECT ELEV EXIST EXT FIN FIR FLUOR FR FT FURN GA GALV Go GWB HOW HM HT HVAC IN INCL NSUL INT JT ACOUSTICAL CEILNG TILE ADJACENT /ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM APPROXIMATELY AT BUILDING BLOCKING BUILDING STANDARD CABINET CLEAR/CLEARANCE CEILING CENTERLINE COLUMN COMMUNICATION COMPOSITION CONSTRUCTION CONTINUOUS CARPET CERAMIC OR CONCRETE TiLE DIAMETER DIMENSION DOOR DISHWASHER DRAWING EXISTING, EAST EACH ELECTRIC ELECTRICAL ELEVATION (VIEW) EXISTING EXTERIOR FINISH FLOOR FLUORESCENT FIRE RATED FEET FURNISHfURMSHINGS GAUGE GALVANIZED GARBAGE DISPOSAL GLASSIGIAZING GYPSUM WALL BOARD HOLLOW CORE HARDWARE HOLLOW METAL HEIGHT HEATING, VENTILATING, AIR CONDITIONING INCH INCLUDE INSULATION INTERIOR JOINT LLOTE LF MAX MECH MFR MIN MISC MiD MIL MW NIA NO NOM NTS OPNG OPP ORIG PERM PL PLAM PLYWD PR PTR RB REF REINF REQD REV FDA RO SCHED SC SECT SIM SPEC SO STD STL STOR SUSP TEL TYP UNO VERT W w;o WC WD WSBF BY LANDLORD AT TENANT'S EXPENSE LIE11 FOOT MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL MICROWAVE OVEN NORTH, NEW NOT APPLICABLE NOT N CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OPENING OPPOSITE ORIGINAL PERMANENT PLATE PLASTIC LAMINATE PLYWOOD PAiR PARTITION RADIUS, REMOVE, RELOCATE RUBBER BASE REFRIGERATOR REINFORCING REQUIRED REVISIONREVERSE ROOM ROUGH OPENING SOUTH SCHEDULE SOUD CORE SECTION SIMILAR SPECIFICATION SQUARE STANDARD STEEL STORAGE SUSPENDED TELEPHONE TYPICAL UNLES NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WEST WITH WITHOUT WALLCOVERING WOOD WASHINGTON STATE BARRIER FREE THE CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED CEILING TILE AND GRID AS NECESSARY TO MATCH EXISTING ADJACENT UNO. PRIOR TO INSTALUNG ANY LiGHT FIXTURES ON THIS PROJECT, THE CONTRACTOR IS TO FIELD CHECK FOR ANY CONFLICTS WITH EXISTING MECHANICAL DUCT WORK. ELECTRICAL CONDUIT, FIRE SPRNKI.ERS, PIPES. ETC. AT EVERY UGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFUCT EXISTS. THE CONTRACTOR IS TO NOTIFY MS&A OF THE CONFLiCT(S) SOA NEW LAYOUT CAN BE GENERATED. NO LIGHT FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED. THE CONTRACTOR SHALL PROVIDE EMERGENCY PATHWAY LIGHTING PER CODE. THE CONTRACTOR SWILL PROVIDE AUDIBLE AND VISUAL ALARMS PER CODE. ALL LIGHTING AND CONTROLS SHALL BE IFS. UNO. THE CONTRACTOR SHALL SATISFY THE LIGHTING SPECIFICATIONS BASED ON THE AVAILABLE ELECTRICAL VOLTAGE. CONTRACTOR SHALL COMPLY WITH ALL AUTOMATED SHUT -OFF CONTROLS. SWITCHING, SENSORED SWITCHES. TIMED SWITCHES, AND TESTING AND COMMISSIONING REQUIREMENTS. DOCUMENTS SHOW SCHEMATIC SWITCH LOCATION ONLY. ALL B/S EXIT LIGHTS SHALL BE WED' STYLE AND LESS THAN 5 WATTSIFIXTURE, UNO. SEE THE REFLECTED CEILING PLAN FOR LIGHTING CALCULATIONS. 1 I LIGHTING AND CEILING NOTES 45 4 4 4 4 • 2 I VICINITY MAP I I I v40 - -A STRAN UPLAND 0 rn MIDLAND TRILAND BLVD. MINKLER VD. SITE J a � NORTH di> NORTH NTS 5 ABBREVIATIONS 45 VERTICAL WIRE HANGER-NO. 12 GAUGE ft (-0r O.C. OR NO. 10 GAUGE Q S-0' O.C. ALONG EACH MAN RUNNER HEAVY GAUGE WIRE W. VERTICAL STRUT @ 17-0 EACH DIRECTION FASTENED TO MAN RUNNER AND CUR IIGH1 TO STRUCTURE ABOVE, HELD N PLACE BY VERTICAL WIRE HANGER AND HEAR GAUGE WRE PIN. HEAW DUTY MAW RUNNER AT 4'fi O.C_ VERTICAL STRUT FASTENED TO MAIN RUNNER. CROSS RUNNER INSSTAI.LATIOIt INSTALL PER INTERNATIONAL BUILDING CODE SECTION 8(3.9.1.1. AND 1621.1 SUSPENDED ACOUSTICAL CEILINGS' AND ASCE 7 SUSPENDED CEILING SUPPORT DATA LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MN. 12 U.S. GAUGE SPLAYED N FOUR DIRECTIONS, 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITHIN T OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 17-0' O.V. IN EACH DIRECTION, WiTH THE FIRST POINT WITHIN 4'-0' FROM EACH WALL. PROVIDE LATERAL BRACING AT ALL CEING AREAS GREATER THEN 144 SF SUARROLINOED BY WALLS THAT CONNECT DIRECTLY TO STRUCTURE ABOVE VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT A MAX 16 SQ. FT. OF CEILING AND SADOLE TEDAROUIND MAN RUNNERS, PER 2003 IBC SECTION 8039.1.1_ CROSS RUNNERS ATTACHED TO MAN RUNNERS NEI BY SADOLE TYING %NTH ONE STRAND NO_ 16 U.S GAUGE TIE WRE. OR APPROVED EQUNALEEN T. PER 2003 DC SECTION 803.9.1.1_ DISCONTINUOUS EMS OF C(ROSSRUMNERS AND MAiN RUINERS TO BE VERTICALLY SUPPORTED WITHIN 8' OF SUCH OIS0ONTVUTES AS MAY OCCUR WHERE CELNG IS INTERRUPTED BYA WALL CEILINGS OVER 2500 SF MJUST HAVE SEISMIC SEPARATION JOINTS OR FULL HIT PINS THAT BREAKS TIE CELING UP I`TO AREAS NOT EXCEEDING 2500SF. FOR CELNGS WO RIGA) BRACING. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 N. OVER9 ZE RNG. SLEEVE, OR ADAPTER THROUGH TIE CEILING TILE TO ALLOW FOR FREE M+OVE!IENf OF AT LEAST 1 iN IN ALL HORIZONTAL DIRECTIONS OR. SPRMQER HEAD EXTENSION TO HAVE AWING THAT CM ACCOMMODATE 1 IN OF CEILING MOVEMENT N ALL HORIZONTAL OL4ECTIONS. CHANGES 14 CELNG PLAN ELEVATION SWILL IE PROUTADED WITH POSITIVE BRACNG. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF TIE CELIG. COPO TR CTOR S W.L VERIFY LATERAL BRACING AT COSTING CHUNG GRD & UPGRPL E TO DETAILS NOTES: 1_ CONTRACTOR SHALL VERIFY LATERAL BRACING AT £DOS IIGCFANIGGRO& UPGRADE TO CURRENT CODES AS PECESSARY. 2. POWER COVEN FSTEOERS SHALL NOT BE USED FOR TERSION LOADS APPUGTEINS 3. TIE GRID SIM BE ATTACHED AT TWO ADJACENT WALLS 6 FIRST FLOOR - KEY PLAN CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS IN ACCORDANCE WITH APPLICABLE CiTY, COMITY. STATE AND FEOERAL BUILDING AND FIRE CODES. CONTRACTOR SWILL BE GOVERNED BY ALL CONDITIONS AS INDICATE-MIME CONTRACT DRAWINGS & SPECIFICATIONS. CONTRACTOR SHALL VISIT JOB SiTE AND VERIFY ALL FIELD DIMENSIONS AND COMMONS AND NOTIFY MS&A OF ANIY DISCREPANCIES BEFORE PROCEEDING WITH WORK CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS. 8B INDICATES SUIDNG STADARD' AS PROVIDED BY LANDLORD AS DRAWN AND/OR SPECIFIED 14 BUILDING CONTRACT DOCUMENTS. IF NOT SPECIFIED, CONTRACTOR SHALL SEE ADJACENT SPACES FOR EXISTING EXAMPLES AND CONDITIONS. WALLS AND GENJ NGS TO BE INDEPENDENTLY SUPPORTED FOR SEISMIC CONDITIONS. ALL MECHANICAL, ELECTRICAL. PLUMBING, ARE ALARM AND SPRINKLER AND SECURITY DESIGN SHALL BE PERFORMED BY THE CONTRACTOR. ALL FURNiTURE DESIGN SHOWN ON PLANS IS SCHEMATIC ONLY AND NOT IN CONTRACT. LINO. TENANT'S FIJRMTURE VENDOR SHALL FIELD VEINY PREMISE FOR LAYOUT OOMFIGURATION AND CLEARANCES. ALL VOICEAATA AND CABLING DESIGN SHOWN ON PLANS IS SCHEMATIC ONLY AND NOT N CONTRACT. LAND TENANTS CABLNG VENDOR SHWi VERIFY TENANTS REQU»MENTS AND FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ROUGH-R4 AS NOTED. COORDINATION AND SCHEDUUNG FOR THIS PORTION OF THE WORK TIE FOLLOA NG DRAWGS ARE BASEOON BECTROMC INFORMATION MINED FROM A NUMBER OF SOURCES_ WHILE DEEMED EEIIABIE, MS&A CANNOT BE HELD RESPONSIBLE FOR INFORMATION FROM OTH E NOT HELD VERFED OR WHICH HAS BEEN ALTERED BY OTHERS. THE CONTRACTOR SHALL COORDINATE YATiH TIE BUILDING MANAGEMENT ON CONSTRUCTION HOURS. PROCEDURES AND METHODS ALLOWABLE N THIS BUADNG. THERE SHALL BE 42' CLEAR SPACE IN FRONT OF THE PANEL SIDE OF VAN. BOXES. F UGHTNG LAYOUT CREATES A CONFUCT, NOTIFY MS&A PRIOR TO ANY INSTALLATION. THIS IS TO INSURE NO FIELD REVISIONS WILL BE REQUIRED. CONTRACTOR TO UPGRADE SESMAHC BRACING AS REQUIRED AT HOSTING CEU1G. CONTRACTOR TO FEED VERIFY/41 BE1IENNTS NDICATEDAS EXISTING ON PLANS NO FEU) VEI ) CAUONi BY MA S$ASTAFF DOORS & HARDWARE SHALL BE REUSED, RELOCATED OR NEW BASED ON AVARABI RY AND SUTABUTY_ ALL HARDWARE RDiWARE SHALL BE TENANT STANQARD FMK MATCH/ EXISTING COMMONS_ 8 1 GENERAL NOTES CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY OEEMMOLRION REQUIRED TO COMPLETE THE WORK AS DESCRIBED ON THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES AND ASSUMES NOT BEING REMOVED OR ALTERED DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE NEW RIMING AND FNISHES THAT ARE FLUSH, CONSISTENT AND N ALIGNMENT WITH DOSING CONDITIONS` IN TIE EVENT OF FRAMING SIZE DIFFERENCES. THE CONTRACTOR SHALL FURR OR ADJUST THE FRAMNG AS REQUIRED FOR PROPER ALIGNMENT CONTRACTOR SHALL VERFY MINIMUM FRMWIG SIZE REQUIRED FOR ELECTRICAL, MECHANICAL AND PLUMBING FEATURES BEING NSTAI LED BY DESIpNIBUIL0 AND ADJUST THE FRAMING ACCORDINGLY. CONTRACTOR SHALL PATCH TO MATCH AND PREPARE FOR ELVISH AT ALL LOCATIONS WHERE EXISTING ASSEMBLIES ARE ADJACENT TO DEMOLSHED OR ALTERED ASSUMES TIE SCOPE OF WORK SHALL INCLUDE BOTH SIDES OF ALL NEW ASSUMES DEPICTED ON THE DRAWINGS EVEN WHEN LOCATED RI AN ADJACENT LEASE SPACE. NO PART OF THE WORK IS TO BE LEFT UNFINISHED U11.0 CWANGES TO SPECIFICATIONS CAN BE MADE F APPROVED BY MS&A. THE BUILDING MANAGEMENT AND THE TENANT. CONTRACTOR SHALL SUPPLY ALL REQUIRED JUNCTION BOXES. COVERS AND ACCESS DOORS AS NECESSARY. VERIFY BUILDING STANDARDS. CONTRACTOR SHALL CON RM TYPE AND LOCATION OF FIRE EXTINGUISHERS MINOR CABINETS WiTH THE GOVERNING FRE MARSHAL BEFORE NSTALIATIONL F NOT SPECIFIED ON ORAWNGS. CONTRACTOR SHALL PROVIDE THE MINIMUM NUMBER OF RYML MOUNTED FIRE SCINGUISHERS REQUIRED BY CODE. I CONSTRUCTION NOTES TI -1 COVER SHEET & DETAILS_ 11 -1A DETAILS & ELEVATIONS TI-2 DEMOLITION PLAN & CONSTRUCTION PLAN TI-3 REFLECTED CEILING PLAN & ELECTRICAUCOMMUNiCATIONS PLAN TE_4 ,N PLAN PERmrr SET NTS 4 AREA OF WORK • • REVIE FOR CE CODE COMPLIANCE iW 24 2041 4 S of Tdosila IN WVI N DRAWN BY: JOB NO.: 99135.004 9 1 SUSPENDED CEILING SUPPORT DATA • NA 10 NOT USED • NA 11 I LIST OF DRAWINGS • • I SITE PLAN EXISTING B/S 2-O' x 4'.O' RECESSED FLUORESCENT UGHT FIXTURE TO REMAIN RELOCATED 81S 2 x 4' RECESSED FLUORESCENT LIGHT FIXTURE i - - -- I EXISTING 13/S 2-0' x 4'-0' RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVED/RELOCATED 0 B/S EXIT SIGN N= NEW, E= EXISTING (DIRECTIONAL WHERE SHOWN) NEW B/S SWITCH ALL FIXTURES ARE B/S UNLESS NOTED OTHERWISE. SEE LIGHTING CALCULATIONS FOR ENERGY USAGE AND WATTAGES. LIGHTING LEGEND SCOPE OF WORK : PARTIAL FLOOR TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING OFFICE SPACE WHICH IS APPROXIMATELY 1,354 U.S.F. THE WORK CONSISTS OF DEMOLITION AND CONSTRUCTION OF PARTITIONS. DOORS. OTHER FEATURES R OFFICE AREA AND CORRIDOR THERE IS NO STRUCTURAL OR CORE AND SHELL WORK CONSTRUCTION TYPE: TYPE V -B SPRNIQERS: SPRIMQERED OCCUPANCY: B - OFFICE AREA OF WORK: 1,354 SF PARCEL ID: 51-0589163 LEGAL DESCRIPTION : ALL THAT CERTAIN REAL PROPERTY SITUATED N THE CiTY OF TUKWI.A. COUNTY OF KING STATE OF WASHINGTON. BEING A PORTION OF THE EAST 12 OF THE NORTHWEST 114 OF THE SOUTHEAST 114 OF SEC. 26, T.23N. RAE, W.M.. AND BEING MORE PARTICUIJRLY DESCRIBED AS FOLLOWS: BEGINING AT THE INTERSECTION OF THE NORTHERLY UNE OF SAID SOUTHEAST 114 WITH THE WESTERLY MARGIN OF ANDOVER PARK WEST (58TH AVENUE SOUTH), DISTANT ALONG SAID NORTHERLY LANE N68•054TW 1369.34 FEET FROM THE NORTHWEST CORNER OF SAiD SOUTH- EAST QUARTER THENCE FROM SAID POINT OF BEGINNING ALOND SAID WESTERLY MARGIN S01•4729'W 451.30 FEET; THENCE LEAVING SAID WESTERLY MARGIN TANGENT TO TIE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 90'649'. LENGTH OF 78.64 FEET TOAPOINT ONA UNE THAT IS PARALLEL TO AND 50140 SOUTHERLY OF THE NORTHERLY UNE OF SID SOUTHEAST 114; THENCE ALONG SAID PARALLEL IRE N8r05'42W 18090 FEET TO A POINT ON A LIME THAT IS PARALLEL WiTH AID 261.00 FEET WESTERLY OF THE EAST LINE F SAID EAST 111; THENCE ALONG LAST SIN PARALLEL UNE N01•4129 E 136110 FEET TO A POINT ON A UNE THAT IS PARALLEL TO AND 365.40 FEET SOUTHERLY OF THE NORTHERLY UNE OF SAID SOUTHEAST 11•; THENCE ALONG LAST SAD PARALLEL UNE S88•05'42'E 37.50 FEET TOAPOINT ON UNE THAT IS PARALLEL TO AND 223.50 FEET WESTERLY OF THE EAST UNE OF SAID EAST 112; THENCE ALONG LAST SAID PARALLEL LINE N O1'47'29 100.00 FEET TO A POINT ON A LIME THAT IS PARALLEL TO AND 265.40FEET SOUTNERLYOF THE NORTHEi1.YERE OF SAID SOUTHEAST 1/4; THENCE ALONG LAST SAID PARAU.B LINE N88'054YW 1250 FEET TO A POINT ON A UNE TWAT IS PARALLEL TOAD 236.00 FEET WESTERLY OF THE EAST UNE OF SAID EAST 111; THENCE ALONG LAST SAID PARALLEL LINE N01'47 29•E 266.40 FEET TO A POINT ON THE NORi1UtY LINE OF SAD SOUTHEAST 114; THENCE ALONG SAID NORTHERLY LEE S88'05"42E 20600 FEET TO THE POINT OF BEGRIMING AND CONTAINING 2.408 ACS CF LAND MORE OR LESS. APPLICABLE CODES: NTERNAT1ONILL BUILDING 0ODE, 2003 EDITION, AS ADOPTED BY THE STATE OF WASHINGTON. INTERNATIONAL FIRE CODE, 2003 EDITTOH, AS ADOPTED BY THE STATE OF WASHINGTON. iCC A117.1. 2003 EDITION_ WASHINGTON STATE ENERGY COOE WAC51 -11 WA9NNGTON STATE VENTILATION AND INDOOR AiR QUALITY CODE (WSWAO) PROJECT DIRECTORY : BUILDING REPRESENTATIVE: NiAERIWETHER PARTNERS LLC 2ND & SENECAmN.OING 1191 2ND AVE SUITE 1990 SEATTLE, WA 6 816- 1570 (06)3811200(FAX) CONTACT: ASTIMAN P. Omit: jastaitrOsericap,cora SPACE PLANER MARGN STiIN AND ASSOCIATES. LLC 2221 5TH AVE SEAATiLE, WASHINGTON 98121 CONTACT: SILL SBPSON TEL: 4414449 FAX (206) 4414361 CONTRACTOR TEMO NA 121 PROJECT INFORMATIONIDIRECTORY a� NORTH NTS I c:.:'J\T;: PERMIT! FOR: fit iv:hanbi TL/ctical< Wyurthkg City of Weida BUILDING DIVISION RECaVED APR 2 3 ii307 eEtfER ..c: t . l e wl! i9 N() 1 • NA SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 PIE Permit No. Han review approval is subject b •lflIIs and Approval oval c; construction documents does not aulhort• the violation cf any ccoepeed Code or ordinance. Receipt Of eparovod r2::; copy c:.d Cond.'Uons Is *d By Iii 5/1/6/ City of iblavila BUILDING DIVISION No changes shall be made to the scope C7 t• rtt without prior approval cf h.......i� Cul :Cng NO L: i'w,ri:. :cru v ; :i require a nc •i r'.; h su' :tcl and may Include additional plan review! fees. • Marvin Ste sociates, LLC NA planning v design 2221 Fifth Avenue Seattle, Washington 98121 (206) 441 - 1449 REPROOUCTK 1, ALTERAAON OR PU DUCAATION OF ;HIS OIRAWIBIG, *11011 DRESS PERNISSION BY USK IS A 1AI0 ATIQN OF FEDERAL OOP RIGHT Al COPIRIGHT BY IG&A 2007 TI -1 t • (2) #10 SCREWS REVEAL (PAINT BLACK) OR MATCH EXISTING. 118' BLACK FOAM TAPE HOLD BACK 114' FROM EDGE OF TMCK. tttttttttttttttouraiTtr ttttatttttttttt LATERAL BRACING TENANT WALLS (NO CASEWORK) i C ' .3 V tux y V 2't c $ MAX V HAX y e MAX V PDX r tux F METAL STUDS STAGGERED 0 8'-0' O.C. FOR ALL UNORACED STRAIGHT RUNS OF WALL OVER 17-0'. ATTACH TO STRUCTURE ABOVE W/ HAUL POWER DRIVEN FASTENER 314' MIN. CONTINUOUS CEILING GRID - DO NOT CUT. SUSPENDED CEILING. 2 GA. STL. STUDS @ 24' o.c. WI 518' GWB, TYPE X, EACH SIDE. LATERAL BRACING PER DETAIL ABOVE (TYP.) NOTES: 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS Is UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. 3 BAS 1r DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES. B/SADA- APPROVED SINK CABINET (NO BOTTOM @ BASE) WITH B/S & ADA- COMPUANE SINK 4' LASH BIS 24' DEEP PLAM LOWER CABS. WITH DOORS, DRAWER. (1) ADJ. SHELF. 4' TOE KICK 25' DEEP PLAM COUNTERTOP INSULATE WRAP @ EXPOSED SUPPLY & DRAIN LINES. NOTE PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PLASTIC LAMINATE COUNTERTOP & CABINETS liaLfftleg, � AlliP 36 36' SPACE FOR REF. = = 25' CO SPACE FOR DIAL 10 E.O. COFFEE POT 6 EQ. 7- N. I _ 1 Nz EXISTING HEADER CLOSET — PROVIDE BIS COAT - ROD & SHELF. 18' DEEP B/S PLAM SHELF FOR MICROWAVE D 10 PARTITION HEAD BRACING DETAIL NTS ELEVATION 318`= -0' ENLARGED DETAIL 314r= r. FASTEN PARTITION HEAD TO CEILING GRID ON WALT. RUNS LESS THAN 17.0' AT CORRIDOR, DEMISING AND SOUND PARTITIONS, PROVIDE 4'-0' WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. REVEAL (PAINT BLACK) OR MATCH EXISTING. 1/8' BLACK FOAM TAPE HOLD BACK 114' FROM EDGE OF TRACK PROVIDE ACOUSTIC BATT INSULATION BETWEEN STUDS. COVE BASE AS SCHEDULE -"'- - - 81S TENANT INTERIOR PARTITION. ==a B/S TENANT DEMISING PARTITION. PLAN VIEW 114' NON -COMB. WD FILLER UNDER MAIN RUNNERS SEISMIC BRACING PER DETAIL C. CONTINUOUS CEILING GRID - DO NOT CUT. UNE OF CEILING GRID BEYOND, SEE R.C.P. CONT. I.' METAL TRIM WI PAPER WING CONT. 21/r x 1114' 25 GA. TRACK W/ (2) 810 SCREWS @ 24" 0.C. 5/8' NON-0OMB. PLYWOOD BLOMING O WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE 81 FOR BLOCKING: 20' WIDE GALV. SHEET METAL (o) 440' FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) HEAD SECTION 2112' x 25 GA. GALV. STEEL STUD @ 24' O.C. WITH 518' TYPE x GWB EACH SIDE. 518' GWB, TYPE le EACH SIDE, TYP. CONT. 25 GA GALV. STEEL RUNNER CHANNEL - ANCHOR TO FLOOR AS REOD. COVE BASE AS SCHEDULE BASE SECTION 4 11 B/S STANDARD PARTITION NTS NOT USED NA 21 ' MIL STUD 4'-0' oc. 1 HR. RATED CORRIDOR SOUND ATTENUATION BLANKETS 1 -HOUR T D EXIT CORRIDOR BACKSLASH BIS PLAM WORK SURFACE. PROVIDE BIS 24' DEEP PLAM LOWER CABS. WITH DOORS, DRAWER. (1) ADJ. SHELF, 4' TOE KICK. NOTE PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PLASTIC LAMINATE COUNTERTOP & CABINETS I Er EQ. NI V T 111 48' ME_il _.l 2 5 8 SECTION 318' =1'-O' 1 T-0' 5 EQ. NOTE PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PLASTIC LAMINATE COUNTERTOP & CABINETS PROVIDE B/S PLAM WORK SURFACE. PROVIDE BIS 24' DEEP PLAM LOWER CABS. WITH DOORS. DRAWER (1)ADJ. SHELF ( KITCHEN SIDE ONLY - SEE SECTION 5111-IA) AND 4' TOE KICK ELEVATION 318= -O' NOT USED NA =0- E EXISTING NEW, U.N.O. BIS WALL MOUNTED DUPLEX ELECTRICAL OUTLET. NEW, U.N.O. BIS WALL MOUNTED FOURPLEX ELECTRICAL OUTLET. NEW, U.N.O., B/S WALL MOUNTED COMBNATION VOICEIDATA OUTLET. NEW, U.N.O.. BAS WALL MOUNTED DEDICATED DUPLEX ELECTRICAL OUTLET. (T) = TIIIIER. EXITING BLANK FACE PLATE. NEW 81S CORE DRILL FOR TENANT FURNISHED WHIP CONNECTION FOR SYSTEM FURNITURE WITH FOURPLEX & COMBINATION VOICE & DATA OUTLETS AS SHOWN. (X) INDICATES NUMBER OF OUTLET REQUIRED. NOTES: ALL OUTLETS TO BE MOUNTED 15' A.F.F. - TO BOTTOM OF OUTLET PER W.S.B.F. REQUIREMENTS U.N.O. ALL DATA & COMMUNICATION LINES TO BE ROUGH-IN ONLY (MUD RING WI PULL WIRE). 2 ELECTRICAUCOMMUNICATIONS LEGEND N► 6 DOOR SCHEDULE NTS EXISTING BIS CORRIDOR PARTITION TO REMAIN. EXISTING BIS CONSTRUCTION TO REMAIN. NEW BIS DEMISING PARTITION. U.N.O . SEE PLAN 2/fi -2 FOR LOCATIONS &411 -1A FOR DETAILS. EXISTING CONSTRUCTION TO BE DEMOLISHED. NEW B/S TENANT INTERIOR PARTITION: 2112' METAL STUDS WRH 518" TYPE x GWB EACH SIDE FROM FLOOR TO UNDERSIDE OF HMG CEILING. SEE DETAI.4(1 -1A BIS FIRE EXTINGUISHER CABINET OR LOCATION OF WALL MOUNTED DEVICE. VERIFY FEC WITH BUILDING MANAGEMENT. 9 CONSTRUCTION LEGEND NA REVISION N0.1 NOT USED NA SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 Marvin St sociates, LLC planning v design 2221 Fifth Avenue. Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: Xti JOB NO.: 99135.004 CHECKED BY: WJS DATE: 03 22 07 SCALE AS NOTED REVISIONS SSUANCE: NO. A REVISIONS INDICATED THUS A CORRIDOR REVISION REPRODUCTION, ALTERATION OR PIA3uCAUIO11 OF 1115 DRANK WITHOUT EMPRESS POMPON BY VS•A 6 A 1dOLA11QI Of FEDERAL OOPISIGHT LACK COP'iRIQIT BY VS&A 2007. DATE 04 11 07 off mu TENANT: PUBLIC AMENITIES (TRAINING SUITE) SHEET ATM: FIRST FLOOR DETAILS & ELEVATIONS t x Y 7 iL& TI -1A OF 4 • • • • t a EXIST. HT OF SILL 1i \ I \ I I/ ____ _ 1 • (2) #10 SCREWS REVEAL (PAINT BLACK) OR MATCH EXISTING. 118' BLACK FOAM TAPE HOLD BACK 114' FROM EDGE OF TMCK. tttttttttttttttouraiTtr ttttatttttttttt LATERAL BRACING TENANT WALLS (NO CASEWORK) i C ' .3 V tux y V 2't c $ MAX V HAX y e MAX V PDX r tux F METAL STUDS STAGGERED 0 8'-0' O.C. FOR ALL UNORACED STRAIGHT RUNS OF WALL OVER 17-0'. ATTACH TO STRUCTURE ABOVE W/ HAUL POWER DRIVEN FASTENER 314' MIN. CONTINUOUS CEILING GRID - DO NOT CUT. SUSPENDED CEILING. 2 GA. STL. STUDS @ 24' o.c. WI 518' GWB, TYPE X, EACH SIDE. LATERAL BRACING PER DETAIL ABOVE (TYP.) NOTES: 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS Is UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. 3 BAS 1r DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES. B/SADA- APPROVED SINK CABINET (NO BOTTOM @ BASE) WITH B/S & ADA- COMPUANE SINK 4' LASH BIS 24' DEEP PLAM LOWER CABS. WITH DOORS, DRAWER. (1) ADJ. SHELF. 4' TOE KICK 25' DEEP PLAM COUNTERTOP INSULATE WRAP @ EXPOSED SUPPLY & DRAIN LINES. NOTE PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PLASTIC LAMINATE COUNTERTOP & CABINETS liaLfftleg, � AlliP 36 36' SPACE FOR REF. = = 25' CO SPACE FOR DIAL 10 E.O. COFFEE POT 6 EQ. 7- N. I _ 1 Nz EXISTING HEADER CLOSET — PROVIDE BIS COAT - ROD & SHELF. 18' DEEP B/S PLAM SHELF FOR MICROWAVE D 10 PARTITION HEAD BRACING DETAIL NTS ELEVATION 318`= -0' ENLARGED DETAIL 314r= r. FASTEN PARTITION HEAD TO CEILING GRID ON WALT. RUNS LESS THAN 17.0' AT CORRIDOR, DEMISING AND SOUND PARTITIONS, PROVIDE 4'-0' WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. REVEAL (PAINT BLACK) OR MATCH EXISTING. 1/8' BLACK FOAM TAPE HOLD BACK 114' FROM EDGE OF TRACK PROVIDE ACOUSTIC BATT INSULATION BETWEEN STUDS. COVE BASE AS SCHEDULE -"'- - - 81S TENANT INTERIOR PARTITION. ==a B/S TENANT DEMISING PARTITION. PLAN VIEW 114' NON -COMB. WD FILLER UNDER MAIN RUNNERS SEISMIC BRACING PER DETAIL C. CONTINUOUS CEILING GRID - DO NOT CUT. UNE OF CEILING GRID BEYOND, SEE R.C.P. CONT. I.' METAL TRIM WI PAPER WING CONT. 21/r x 1114' 25 GA. TRACK W/ (2) 810 SCREWS @ 24" 0.C. 5/8' NON-0OMB. PLYWOOD BLOMING O WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE 81 FOR BLOCKING: 20' WIDE GALV. SHEET METAL (o) 440' FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) HEAD SECTION 2112' x 25 GA. GALV. STEEL STUD @ 24' O.C. WITH 518' TYPE x GWB EACH SIDE. 518' GWB, TYPE le EACH SIDE, TYP. CONT. 25 GA GALV. STEEL RUNNER CHANNEL - ANCHOR TO FLOOR AS REOD. COVE BASE AS SCHEDULE BASE SECTION 4 11 B/S STANDARD PARTITION NTS NOT USED NA 21 ' MIL STUD 4'-0' oc. 1 HR. RATED CORRIDOR SOUND ATTENUATION BLANKETS 1 -HOUR T D EXIT CORRIDOR BACKSLASH BIS PLAM WORK SURFACE. PROVIDE BIS 24' DEEP PLAM LOWER CABS. WITH DOORS, DRAWER. (1) ADJ. SHELF, 4' TOE KICK. NOTE PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PLASTIC LAMINATE COUNTERTOP & CABINETS I Er EQ. NI V T 111 48' ME_il _.l 2 5 8 SECTION 318' =1'-O' 1 T-0' 5 EQ. NOTE PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PLASTIC LAMINATE COUNTERTOP & CABINETS PROVIDE B/S PLAM WORK SURFACE. PROVIDE BIS 24' DEEP PLAM LOWER CABS. WITH DOORS. DRAWER (1)ADJ. SHELF ( KITCHEN SIDE ONLY - SEE SECTION 5111-IA) AND 4' TOE KICK ELEVATION 318= -O' NOT USED NA =0- E EXISTING NEW, U.N.O. BIS WALL MOUNTED DUPLEX ELECTRICAL OUTLET. NEW, U.N.O. BIS WALL MOUNTED FOURPLEX ELECTRICAL OUTLET. NEW, U.N.O., B/S WALL MOUNTED COMBNATION VOICEIDATA OUTLET. NEW, U.N.O.. BAS WALL MOUNTED DEDICATED DUPLEX ELECTRICAL OUTLET. (T) = TIIIIER. EXITING BLANK FACE PLATE. NEW 81S CORE DRILL FOR TENANT FURNISHED WHIP CONNECTION FOR SYSTEM FURNITURE WITH FOURPLEX & COMBINATION VOICE & DATA OUTLETS AS SHOWN. (X) INDICATES NUMBER OF OUTLET REQUIRED. NOTES: ALL OUTLETS TO BE MOUNTED 15' A.F.F. - TO BOTTOM OF OUTLET PER W.S.B.F. REQUIREMENTS U.N.O. ALL DATA & COMMUNICATION LINES TO BE ROUGH-IN ONLY (MUD RING WI PULL WIRE). 2 ELECTRICAUCOMMUNICATIONS LEGEND N► 6 DOOR SCHEDULE NTS EXISTING BIS CORRIDOR PARTITION TO REMAIN. EXISTING BIS CONSTRUCTION TO REMAIN. NEW BIS DEMISING PARTITION. U.N.O . SEE PLAN 2/fi -2 FOR LOCATIONS &411 -1A FOR DETAILS. EXISTING CONSTRUCTION TO BE DEMOLISHED. NEW B/S TENANT INTERIOR PARTITION: 2112' METAL STUDS WRH 518" TYPE x GWB EACH SIDE FROM FLOOR TO UNDERSIDE OF HMG CEILING. SEE DETAI.4(1 -1A BIS FIRE EXTINGUISHER CABINET OR LOCATION OF WALL MOUNTED DEVICE. VERIFY FEC WITH BUILDING MANAGEMENT. 9 CONSTRUCTION LEGEND NA REVISION N0.1 NOT USED NA SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 Marvin St sociates, LLC planning v design 2221 Fifth Avenue. Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: Xti JOB NO.: 99135.004 CHECKED BY: WJS DATE: 03 22 07 SCALE AS NOTED REVISIONS SSUANCE: NO. A REVISIONS INDICATED THUS A CORRIDOR REVISION REPRODUCTION, ALTERATION OR PIA3uCAUIO11 OF 1115 DRANK WITHOUT EMPRESS POMPON BY VS•A 6 A 1dOLA11QI Of FEDERAL OOPISIGHT LACK COP'iRIQIT BY VS&A 2007. DATE 04 11 07 off mu TENANT: PUBLIC AMENITIES (TRAINING SUITE) SHEET ATM: FIRST FLOOR DETAILS & ELEVATIONS t x Y 7 iL& TI -1A OF 4 • • • • t a EXIST. HT OF SILL i SCALE: 118' =1'-0' O 5 10' 20' DEMOLITION PLAN ts NORTH 30' FISTING SIDEWALK EXISTING SIDEWALK SCALE: 118' =V-O" 0 5' 10' 20' I CONSTRUCTION PLAN NORTH 30' PUBLIC CORRIDOR 103 102 KITCHEN CLOSET GENERAL CONSTRUCTION NOTES: 1. PROVIDE FIRE EX11NGUISHER BY CODE - VERIFY LOCATION V.11HTENANT. CONSTRUCTION KEY NOTES: O CONTRACTOR TO PROVIDE & INSTALL BIS COAT ROO a SHELF. O C O N T R A C T O R T O PROVIDE a I N S T A L L mar PRESENTATION RS W ITE BOARD). O CONTRACTOR TO PROVIDE a INSTALL BI5 TACXABLE SURFACE 367t48Y36' SU HEIGHT 1101/OSOTE WRAPPEDWTTH FARBIC. 0 CONTRACTOR TO REPLACE E OSTWG GLAZRIG WITH NEW OOORiGtAZING ASSEMBLY FOR EXTERIOR DOOR TO MATCH EXISTING EXTERIOR DOORS. 0 CONTRACTOR TO PROVIDE NEW CONCRETE SIDEWALK PATCHSISTING HATCHEOAREA EQUIPMENT KEY NOTES: ® O HASHER GE PROFRE OR EQIIAIJFU.L SCE @ REFRIGERATOR - NO ICE, MOWER • TOY13 DISPENSER AT PITCHEN - VERIFY LOCATION WITH MIME PLUMBING KEY NOTES: O M A D E DOIMECOIPARfii NANSI4X0APLYWTSTAKESSSTEEI. Sworn VM 1M BREA1<FOR OMASiER O 6 GALLON UIDERODU4TER HINI N CABINET WINDENL RD ` DD WOVE° Oty 0VIvOl RCN 11 % ION NO flECBVIED APR 2 3 ifit7 PERIIITC131TER NO. SOUTH CENTER CORPORATE SQUARE BUILDING 8 TENANT 9EET TITLE: 360 ANDOVER PARK WEST TUKWILA, WA 98188 Marvin Ste soc fates, LLC planning v design 2221 Fifth Avenue, Seattle. Washington 98121 (206) 441 DRAWN BY: XH JOB NO.: 99135.004 CHECKED BY: WJS DATE: 03/22/07 REVISIONS/ISSUANCE: REVISIONS INDICATED THUS Q CORRIDOR REVISION SCALE: AS NOTED PUBLIC AMENITIES (TRAINING SUITE) DATE FIRST FLOOR DEMOLITION PLAN & CONSTRUCTION PLAN 1)0/ -11 04/11/07 REPRC0UCTI0Tt ALTERAI)ON OR PUBUCA11O! OF THIS CRAVING, "MHQUT DRESS MAS90N BY HS& IS A I w2 VIOLATION OF FERAL COMM LAN. C)OR "T BY WWS&A 2007. OF 4 t REFLECTED CEILING PLAN 05 SCALE: 118" =l'-0' GENERAL LIGHTING NOTES: 7_ REPLACE Al. DAW4ED OR OSCOLO[sfDCUNG TILES ANDERNS TAE SUSPENDED CEILING UP TO UE NEW COMITION 1. AUL ASPECTS OF THE DESIGN ECONSTRUCTION OF THE HYAC SHALL BE PERFORMED BY THE CONTRACTOR 2. RE -CBOUT swiio ING OF EXISTING UGtRNG AS NECESSARY TO COOLY WITH NEW UC HTNG LAYOUT. 3. CONTRACTOR TO REMOVE ANY UOSTNG UG1ii FIXTURES NOT SHOWN ON PLAN_ 4_ CONTRACTOR SHALLVERFY LATERAL BRACING EIOSTINGPANG GRD & INGRAM TO CURRENT COOES AS NECESSARY. 5. O LYNEWSWRCHESARJESHOAlN. 6. RE-USE EMT SOS AS POSSIXE LIGHTING CALCULATIONS PN9RAGE OF &TERATION 6RROCAiED119f]06TNiFC(TI Sa100% = 3f SUIRIARI/ PERCENTAGE OF ILTER DON IS LESS THAN 6O EXIST. TO EXIST_ TOSE EXIST. TO BE REWIWI RELOCATED REMOVED PL14CE ✓ 4' a 1 �� 1 L- J ✓ 4- -I I e 1 �` 1 J - , r 4 1 I I..p I I 1 1 - -J J 1 r 1 I 1 .,p 1 1 1 1 J L J a AN EQUIPMENT PROVIDED AND INSTALLED BYOTHERS. ( �� ELEC. /COMMUNICATION PLAN GENERAL ELEC./ COMMUNICATION NOTES: 1. REUSE OPENNGAT BLANK FACE PLACES (BIP AS POSSIBLE 2. CONTRACTOR TO REMOVE ANY cosmic E LECJOOYOANCATIONS OUTLETS NOT SHOWN ON PLAN, PATCH A F1M I TO WATCH SOSSTNG CONDITIONS. ELEC./COMMUNICATIONS KEY NOTES: REVISION N0. DRAWN BY: JOB NO.: 99135.004 a • • • SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 Marvin Ste sociates, LLC tannin design 8 n g 2221 Fifth Avenue, Seattle. Washington 98121 (206)441 -1449 CHECKED BY: WJS DATE: 03/22/07 REVISIONS/ISSUANCE: TENANT: SHEET TITLE: PUBLIC AMENITIES (TRAINING SUITE) FIRST FLOOR REFLECTED CEILING PLAN & ELEC PLAN 0 Ili RFPRCOUIC1ION, ALTERATION OR IMIUCATION OF THIS CRANK w1lIOUT EXPRESS PU 1SSO i SY AGM. IS A MANN OF FE EM COPIRICHT uR COP1TbGIT SY lnikA 2007. SCALE: AS NOTED TI -3 OF 4 t 4 45 4 4 I I I I 6 I FIRST FLOOR - KEY PLAN a� NORTH NTS ELEC ELECL ELEV EXIST OR FIN FIR FLUOR FR Ft FURN GA GALV GWB HC HDW Hhl HT INAC IN INCL IYSUL INT JT ELECTRIC ELECTRICAL ELEVATION (VIEW) EXISTING EXTERIOR FINISH FLOOR FLUORESCENT FIRE RATED FEET FURNISH/FURNISHINGS GAUGE GALVANIZED GARBAGE DISPOSAL GLASS/GLAZING GYPSUM WALL BOARD HOLLOW CORE HARDWARE HOLLOW METAL HEIGHT HEATING, VENTILATING. AIR CONOMOMNG INCH INCLUDE INSULATION INTERIOR JOINT 5 1 ABBREVIATIONS REF REINF REOrD REV RM RO SCHED SC SECT SIM SPEC SO STD SR STOR SUSP T TYP UNO VCT VERT w WI wRO WC WD HEAVY GAME WRE 'Per. CROSS RUNNER REFRIGERATOR REINFORCING REQUIRED REVISION/REVERSE ROOM ROUGH OPENING SOUTH SCHEDULE SOLID CORE SECTION SIMILAR SPECIFICATION SQUARE STANDARD STEEL STORAGE SUSPENDED TELEPHONE TYPICAL. WILES NOTED OTHERWISE VNIYL COMPOSITION TILE VERTICAL WEST WITH WITHOUT WALLCOVERINI'G WOOD WASHINGTON STATE BARRIER FREE VERTICAL WIRE HANGER-No. 12 GAUGE 4•-0' O.C. OR NO.1I1 GAUGE @ 5-0' O.C. ALONG EACH MAW RUNNER VERTICAL STRUT @ 17-0' EACH DIRECTION FASTENED TO MAN INNER AND CUT TIGHT TO STRUCTURE ABOVE. HELD NN PLACE BY VERTICAL WIRE HANGER AND HEAVY GAUGE WRE PIN. HEAW DUTY MAN RUINER AT CO* O.C. VERTICAL STRUT FASTENED TO MAN RUNNER INSTALLATION!: INSTALL PER NTEILNATIOMILBUDDING CODE SECTOR 80139 .1.1. 1621.1 *SUSPENDED A000STICAALCEi NGS'ADASCE7-01 SUSPENDED CcR.NG SUPPORT DATA LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF NN. 12 U.S. GAUGE SPLAYED N FOUR DIRECTIONS 90 DEGREES APART AND OONNECTEO TO THE MAIN RUNNER WITHIN 2' OF THE CROSS RUINER MD TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 17-0r O.C. IN EACH DIRECTION. WITH THE FIRST POINT WITHIN CO FROM EACH WALL PROVIDE LATERAL BRACING AT ALL CEUNG AREAS GREATER THEN 144 SF SURROUNDED BY WALLS THAT CONNECT D«4ECTLY TO STRUCTURE ABOVE VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT A MAX. 16 SO. FT. OF CEUNG AND SADDLE TED AROU M) MAN MINERS. PER 2003 IBC SECTION 8039.1.1. CROSS RUNNERS ATTACHED TO NUN RIMERS BY SADOLE TYING WITH ONE STRAND NO 16 U.S. GAUGE TE WiRE.OR APPROVED EQUIVALENT, PER 2003 SC SECTION 8039.1.1. DISCONTINUOUS ENDS OF AND WAN RUNNERS TO BE VERTICALLY SUPPORTED WITHEI 8' OF SUCH DISCONTI IJ ES AS MAY OCCUR WHERE CE LNG IS INTERRUPTED BY A WALL MUGS OVER 2500 SF MUST HAVE SEISIEC SEPARATION JOINTS OR FW. HT PINS THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SF. FOR CELNGS WO RfGOO BRACING. SPRMO.ER HEADS AND OTHER PONETWITIONS Stall HAVE A 2 N. OVERSIZE RING. SLEEVE. OR ADAPTER THROUGH TIE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST I IN N ALL HORIZONTAL DIRECTIONS; OR. WONKIER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAW A COMODATE 1 N OF CEILING MOVEMENT N ALL HORIZONTAL DIRECTIONS. CHANGES NNGES NCI:ULlIC PLAN ELEVATION SHALL BE PROVIDED WITH POSRNE BRACING. CABLE TRAYS ANO ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEJENDENRYOF DE CEILING. CONTRACTOR SHALL VERIFY LATERAL BRACING AT EXISTING CELNG GRID 8 LWGRAi E TO DETAILS SIXIA 1_ NOTES :. CONTRACTOR SHALL VERFYLATERAL BRACING AT EXISTING % UNG GFaps UPGRADE TOCOVENT CODES AS iAECESSARY. 2 PIY AER DRIVEN FSTETERS SHALL NOT BE USED FOR TENSION LOADS APPLICATIONS. 3 TIE GRIEN Swat. BE ATTAOED AT TVIDADI CBST WALLS 9 SUSPENDED CEILING SUPPORT DATA r THE CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED CEUNG TILE AND GRID AS NECESSARY TO MATCH EXISTING ADJACENT UNO. PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT. THE CONTRACTOR IS TO FIELD CHECK FOR ANY CONFLICTS WITH EXISTING MECHANICAL DUCT WORK. ELECTRICAL CONDUIT, FIRE SPRINKLERS. PIPES. ETC. AT EVERY LIGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFLICT EXISTS, THE CONTRACTOR IS TO NOTIFY ASIA OF THE CONFLICT(S) SO A NEW LAYOUT CAN BE GENERATED. NO LIGHT FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED. THE CONTRACTOR SHALL PROVIDE EMERGENCY PATHWAY LIGHTING PER CODE. THE CONTRACTOR SHALL PROVIDE AUDIBLE AND VISUAL ALARMS PER CODE. ALL LIGHTING AND CONTROLS SHALL BE IM. UNO. THE CONTRACTOR SHALL SATISFY THE LIGHTING SPECIFICATIONS BASED ON THE AVAILABLE ELECTRICAL VOLTAGE. CONTRACTOR SHALL COMPLY WITH AU. AUTOMATED SHUT-OFF CONTROLS, SWITCHING. SENSORED SWITCHES. T IMED SWITCHES. AND TESTING AND COMMISSIONING REQUIREMENTS. DOCUMENTS SHOW SCHEMATIC SWITCH LOCATION ONLY. ALL B1S EXIT LIGHTS SHALL BE "LED'' STYLE AND LESS THAN 5 WATTS/FIXTURE, UNO. SEE THE REFLECTED CEILING PLAN FOR LIGHTING CALCULATIONS. 1 I LIGHTING AND CEILING NOTES 2 VICINITY MAP NTS CONTRACTOR SHALL PROVIDE ALL WORIC AND MATERIALS IN ACCORDANCE WRIT APPLICABLE CITY, COUNTY, STATE AND FEDERAL BUILDING AND FIRE CODES. CONTRACTOR SHALL BE GOVERNED BYALL CONDITIONS AS INDICATED N THE CONTRACT DRAWINGS & SPECIFICATIONS. OON1RACTOR SWILL VISIT JOB SITE AND VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND NOTIFY MSSA OF ANY DANCES BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS. BIS INDMCATES *BUILDING STANDARD' AS PROVIDED BY LANDLORD AS DRAWN ANDOR SPECIFED IN BUILDING CONTRACT DOCUMENTS. F NOT SPECIFIED. CONTRACTOR SHALL SEE ADJACENT SPACES FOR EXISTING EXAMPLES AND CONDITIONS_ WALLS AND CEILINGS TO BE INDEPENDENTLY SUPPORTED FOR SEISMIC CONDITIONS. ALL MECHANICAL ELECTRICAL PLIiJMBNIG. FIRE ALARM AND SPRINKLER AND SECURITY DESIGN SHALL BE PERFORMED BY THE CONTRACTOR ALL FURNITURE DESIGN SHOWN ON PLANS IS SCHEMATIC ONLY AND NOT N CONTRACT. UNO. TENANTS FURNITURE RE VENDOR SHALL FIELD VERIFY PREMISE FOR LAYOUT CONFIGURATION AND CLEARANCES: ALL VOICE/DATA AND CABLNG DESIGN SHOWN ON PLANS IS SCHEMATIC ONLY AND NOT N CONTRACT, IMO TENANTS CAELINGVENOO RSHALLVERIFYTENANTSREQURFENTS NEW COMMONS. THE CONTRACTOR SHALL PROVDE ROUGH .I N AS NOTED. COORDINATION AND SCHEDULING FOR THIS PORTION OF URIC TIE FOLIO NG DRAWINGS ARE BASED ON E3ECTRONIC INFORMATION DERIVED FROM A TIMBER OF SOURCES WHILE DEEMED RELIABLE. LISSACANNOOT BE HELD RESPONSIBLE FOR INFORMATION ION FROM OTHERS NOT FIELD VERIREO OR WHICH HAS BEEN ALTERED BY OTHERS. TIE CONTRACTOR SHALL COORDINATE WITH THE BUILDING MANAGEMENT ON CONSTRUCTION HOURS, PROCEDURES AND METHODS ALLOWABLE N TINS BURMA. THERE SHAD. BE 4? CLEAR SPACE N FRONT OF TIE PANEL SIDE OF VAN. BOXES_ F UGHTNG LAYOUT CREATES A OONFLNCT, NOTIFY LISSA PRIOR TOMMY INSTALLATION. TIES IS TO INSURE NO FELD REVISIONS WILL BE REQUIRED. CONTRACTOR TO UPGRADE SESWC BRACNG AS REQl1NHRE0 AT EXISTING caRIG. CONTRACTOR TO HOD VERIFY ALL E IEAAENTS INDICATED OOSTNG ON PLANS. NO FIELD VERIFICATION HAS BEEN PERFORMED BY USIA STAFF. DOORS I HARDWARE SHALL BE REUSED. RELOCATED OR NEW BASED ON AVAIL/WV N1 SURABUTY. ALL HARDWARE SHALL BE TENANT STANDARD FRISK IAAAATCH EOSINS COMMONS_ 8 1 GENERAL NOTES N. 10 NOT USED NA NA 11 CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY DEMOLITION REQUIRED TO COMPLETE THE WORIC AS DESCRIBED ON THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROTECT ALL EXISTING FNI$IES AND ASSEMBLES NOT BEING REMOVED OR ALTERED DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE NEW FRAMING AND FINISHES THAT ARE FLUSH, CONSISTENT AND IN AUG/WENT WITH COSTING CONDRWONS. IN THE EVENT OF FRAMING SIZE DFFERENCES, THE CONTRACTOR SHALL FIIRR OR ADJUST THE FRAMING AS REQUIRED FOR PROPER AUGMENT. CONTRACTOR SHALL VERIFY IMNIM M FRAMING SIZE REQUIRED FOR ELECTRICAL, MECHANICAL AND PLUMBING FEATURES BEING INSTALLED BY DESIGNSUN.D AND ADJUST THE FRAMING ACCORDINGLY. CONTRACTOR SHALL PATCH TO MATCH AND PREPARE FOR FINISH AT AU. LOCATIONS WHERE EXISTING ASSEMBLIES ARE ADJACENT TO DEMOLISHED OR ALTERED ASSUMES. THE SCOPE OF WORK SHALL INCLUDE BOTH SIDES OF ALL NEW ASSEMBLIES DEPICTED ON THE DRAWINGS EVEN WHEN LOCATED N AN ADJACENT LEASE SPACE NO PART OF THE WORK IS TO BE LEFT UNFINISHED LAIC CHANGES TO SPECIFICATIONS CAN BE MADE F APPROVED BY MSKA. THE BUILDING MAMGEMENT AND THE TENANT. CONTRACTOR SHALL SUPPLY AL REQUIRED JUNCTION BOXES, COVERS AND ACCESS DOORS AS NECESSARY. VERFY BLIILDWG STANDARDS. CONTRACTOR SHAT CONFIRM TYPE AND LOCATION OF FIRE EXIINIGLISHERS AND/OR CABINETS WITH THE GOVERNING FIRE MARSHAL BEFORE NSTAUAI ON. F NOT SPECIFIED ON DRAWINGS, CONTRACTOR SHAT PROVIDE THE LIMAN MJMBER OF WALL MOULTED FINE EXTINGUISHERS REQUIRED BY COOS. 7 CONSTRUCTION NOTES TI -1 COVER SHEET & DETAILS_ TI-1A DETAILS & ELEVATIONS 11-2 DEMOLITION PLAN & CONSTRUCTION PLAN TI-3 REFLECTED CEIUNG PUN & ELECTRICALICOMMUNICATIONS PLAN - -. LIST OF DRAWINGS No changes shell be made t to siftbOut prior c 7 Buildi r ; ; ; 7 : Nr� r'1c.r.s w3 I•egt,'Ine a Rte►: 'IL.z ! ray sx:uCe additional plan review fees. d � NORTH PERMIT SET I NA SEPARATE PERMIT REQUIRED FOR: Q F le terllcai 0 13 Matz-1g 0 Q Pigiag Cty Bu'i:_D :N ; D /ISION NA NORTH 3 1 SITE PLAN NTS EXISTING 81S 2'-O x 4'-O' RECESSED FLUORESCENT LIGHT FIXTURE TO REMAIN RELOCATED B/S 7-0' x 4'-0` RECESSED FLUORESCENT LIGHT FIXTURE i - - -- i EXISTING 81S 7-O' x 4' RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVED/RELOCATED ® BAS EXIT SIGN TN= NEW, E=EXISTING (DIRECTIONAL WHERE SHOWN) 1f4 NEW BAS SWITCH ALL FIXTURES ARE BAS UNLESS NOTED OTHERWISE. SEE LIGHTING CALCULATIONS FOR ENERGY USAGE AND WATTAGES. 4 1 LIGHTING LEGEND NA SCOPE OF WORK : PARTIAL FLOOR TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING OFFICE SPACE WHICH IS APPROXIMATELY 1,354 U.S.F. THE WORK CONSISTS OF DEMCLRION AND CONSTRUCTION OF PARTITIONS. DOORS, OTHER FEATURES @ OFFICE AREA AND CORRIDOR THERE IS NO STRUCTURAL OR CORE AND SHELL WORK. CONSTRUCTION TYPE: TYPE v -B SPRING: SPRINKQEED OCCUPANCY: B - OFFICE AREA OF WORK: 1,354 SF PARCEL ID: 51-0599163 LEGAL DESCRIPTION : REVIEWED FOR CODE COMPLIANCE APPROVED APR 11 2007 Of Tu vita BUILDING DMSION ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CRY OF TIACWIA, COUNTY OF KING STATE OF WASHINGTON, BEING A PORTION OF THE EAST 12 OF THE NORTHWEST 114 OF THE SOUTHEAST 114 OF SEC. 26, T23N, R.4E. W.M., AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGNING AT THE INTERSECTION OF THE NORTHERLY LINE OF SAID SOUTHEAST 114 WITH THE WESTERLY MARGIN OF ANDOVER PARK WEST (99TH AVENUE SOUTH). DISTANT ALONG SAID NORTHERLY UNE NN88 136934 FEET FROM THE NORTHWEST CORNER OF SAID SOUTH- EAST QUARTER; THENCE FROM SAID POINT OF BEGWN;NG ALOND SAE/WESTERLY MARGIN SO1'4729W 451.30 FEET; THENCE LEAVING SAID WESTERLY MARGIN TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 5000 FEET AND ACENTRAL ANGLE OF 90'647. AN ARC LENGTHOF 78.64 FEET TOA POINT ONA LINE THAT IS PARALLEL TO AND 501.40 SOUTHERLY OF THE NORTHERLY UNE OF SAID SOUTHEAST 114; THENCE ALONG SAID PARALLEL LINE NBS'O6i4221V 18090 FEET TO A PONT ON A UNE THAT IS PARALLEL WITH AND 261.00 FEET WESTERLY OF THE EAST UNE F SAID EAST Q THENCE ALONG LAST SAID PARALLEL LINE N01'4777E 136.00 FEET TO A POINT ON ALINE THAT IS PARALLEL TO FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST 114; THENCE ALONG LAST SAO PARALLEL LINE S88'05'42'E 37.50 FEET TOAPOINTONA UNE THAT IS PARALLELTOAND 22390 FEET WESTERLY OF THE EAST UNE OF SAID EAST 112; THENCE ALONG LAST SAID PARALLEL UNE NN01 2TE 100.00 FEET TO AVOID' ON A UNE THAT IS PARALLEL TO AND 265:40 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAD SOUTHEAST 11e4; THENCE ALONG LAST SAID PARALLEL UNE N88'0542 W 1250 FEET TO A POINT ON A UNE THAT IS PARAUEL TO AND 23600 FEET VESTERLY OF TIE EAST LINE OF SAID EAST la THENCE ALONG LAST SAID PARALLEL LINE N01'4729 E 265.40 FEET TO A POINT ON THE NORTHERLY LINE OF SAD SOUREAST 114; THENCE ALONG SAID NORTHERLY UNE S98`0647E 206.00 FEET TO THE POINT OF 3EGIVNING AND CONTAIdNG 2.406 ACRES OF LAND MORE OR LESS. APPLICABLE CODES: INTERNATIONAL BUN.OINGCOOE 2003 EDITION. AS ADOPTED BY THE STATE OF WASHINGTON. WIEI RATIONAL ARE CODE. 2003 EDITION. AS ADOPTED BY THE STATE OF WASHINGTON. ICC A117.1.2003 EDITION. WASHINGTON STATE ENERGY CODE (WSEC), WPC 51 -11 WASHINGTON STATE VENTUATION AND INDOOR AR QWAUTY CODE (WSVWQ) PROJECT DIRECTORY BUILDING REPRESENTATNE MERO IEl'8t PARTNERS LLC 2ND & %REMOULDING 11912NDAVE SLIDE 1590 SEATTLE, WA (206) 816-1510(P) ( I5 3611203 (FAX) OONTA T: ASLAMAN JOEL P. E WA: jastriadriesicap.con SPACE RANi!ER M AeZWASTEINAAIDASSOOATES. LIC 22215TH AVE SEATTLE, WASHINGTON 91121 CONTACT: BLLSIAAPOON TEL (206) 4414449 FAX 0 4414361 OMB is CONTRACTOR TBD Pemift NoTh 15 Plan rot- _- =rr1 Is subject b errors and minket kraVsliH C " : downerds does not authorize the - :. code ard<narxe_ Reatt of a:::: _ d °D Is adcmoledget a, Da ___44.3/01 MUDDING DIVISION 12 PROJECT INFORMATION/DIRECTORY RECEVED OINOFTUKWILA 11AR 2 a 7007 PERMITCENTER NA SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 Marvin Ste sociates, LLC tannin design planning n g 2221 Fifth Avenue. Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: XH JOB NO.: 99135.004 CHECKED BY: WJS DATE: 03/22/07 SCALE: AS NOTED REVISIONS/ISSUANCE: NO. REVISIONS INDICATED THUS A TENANT PUBLIC AMENITIES (TRAINING SUITE) REPRODUCTION, ALIERATOTN OR PL CATION OF THIS ORATING. UIHOUT ()PRESS PERIASSICH BY LiVS&A, IS A MOLATKGM OF FEUERR& OOPYRSGHIT LAW. COPYRIGHT BY LA &A 2007. DATE i SHEET 1I1IE: FIRST FLOOR COVER SHEET & DETAILS . 1701-- TI -1 CF 4 ACT ADJ AFF ALT ALUM APPROX B1 DG BLKG B'S CAB OR aG a COL COMM COUP CONST CONT CPT CT DMA DIM OR DW DWG E EA ACOUSTICAL CEILING TILE ADJACENT/ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM APPROXIMATELY AT BUILDING BLOCKING BUILDING STANDARD CABINET CLEAR/CLEARANCE CEILING CENTERLINE COLUMN COMMUNICATION COMPOSITION CONSTRUCTION CONTINUOUS CARPET CERAMIC OR CONCRETE TILE DIAMETER DIMENSION DOOR DISHWASHER DRAWING EXISTING, EAST EACH LL @TE IF MAX INCH MFR MSC MIN MID MTL MW WA NIC NO NOM NTS OC OPNG OPP ORIG PERM PL PLAM PLYWD PR PTR R RB BY LANDLORD AT TENANTS EXPENSE LINEAL FONT MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED PETAL MICROWAVE OVEN NORTH, NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OPENING OPPOSITE ORIGINAL PERMANENT PLATE PLASTIC LAMINATE PLYWOOD PAIR PARTITION RADIUS. REMOVE, RELOCATE RUBBER BASE • • 4IUUIU(Uctu tow iar<_ utettIi[lll t (2) 810 SCREWS REVEAL (PAINT BLACK) OR MATCH EXISTING. V8' BLACK FOAM TAPE HOLD BACK 114' FROM EDGE LATERAL BRACING TENANT WALLS (NO CASEWORK) 8 ' MAX y a • MAX y a • M A X y Cr M A X y a • MAX y M A X r Ma)c METAL STUDS STAGGERED @ 8'O O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12'0. ATTACH TO STRUCTURE ABOVE WI HILTI POWER DRIVEN FASTENER 3/4' MIN. CONTINUOUS CEILING GRID - DO NOT CUT. SUSPENDED CEILING. 2 GA. SR. STUDS @24' O.C. WI 5/8' GAB, TYPE X, EACH SIDE. LATERAL BRACING PER DETAIL ABOVE (TYP.) NOTES: 1. LITERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. I PARTITION HEAD BRACING DETAIL I ELEVATION B/S 12' DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES_ BIS ADA- APPROVED SINK CABINET (NO BOTTOM Q BASE) WITH B/S & ADA- COMPUANT SINK BIS 24' DEEP PLAM LOWER CABS. WITH DOORS, DRAWER, (1) ADJ. SHELF, 4' TOE KICK, 25' DEEP PLAM COUNTERTOP INSULATE WRAP @ EXPOSED SUPPLY & DRAIN ENES 10 ENLARGED DETAIL NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 36 PLASTIC LAMINATE COUNTERTOP & CABINETS SPACE FOR REF. A • t NTS s� 3E< 25' SPACE FOR UN FASTEN PARTITION HEAD TO CEILING GRID ON WALL RUNS LESS THAN 12'-0' AT CORRIDOR, DEMISING AND SOUND PARTITIONS, PROVIDE 4'-0' WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. REVEAL (PAINT BLACK) OR MATCH EXISTING. 118' BLACK FOAM TAPE HOLD BACK 114' FROM EDGE OF TRACK PROVIDE ACOUSTIC BAIT INSULATION BETWEEN STUDS. COVE BASE AS SCHEDULE B/S TENANT INTERIOR PARTITION. BIS TENANT DEMISING PARTITION. 1B/S STANDARD PARTITION 10 EQ. ��r= = = = = - _ - -- , �_ \ Y" � `t ' ./, ` � '.f I I I ,- I I COFFEE POT I /'\ 6EQ. ill NOT USED \ EXISTING HEADER PLAN VIEW CLOSET 114' NON -COMB. WD FILLER UNDER MAIN RUNNERS SEISMIC BRACING PER DETAIL C. CONTINUOUS CEILING GRID - DO NOT CUT. LINE OF CEILING GRID BEYOND, SEE R.C.P. CONT. V METAL TRIM WI PAPER WING CONT. 2 V? x 1114' 25 GA. TRACK WI (2) 110 SCREWS O 24' O.C. 98' NON -COMB. PLYWOOD BLOCKING @ WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE 81 FOR BLOCKING: 20' WIDE GALV. SHEET METAL *40' FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) HEAD SECTION 2112= x 25 GA. GALV. STEEL STUD (off 24' O.C. WITH 518' TYPE 'X' GWB EACH SIDE. 5/8' GWB, TYPE X EACH SIDE, TYP. CONT. 25 GA. GALV. STEEL RUNNER CHANNEL - ANCHOR TO FLOOR AS REQ'D. COVE BASE AS SCHEDULE BASE SECTION • PROVIDE B/S COAT ROD & SHELF. 18' DEEP BiS PLAM SHELF FOR MICROWAVE NTS 318 -1`-O' TENANT BACKSLASH BIS PLAM WORK SURFACE. 2 1/2' PATE. STUD BRACING @4' -0'o.c. NOTE: THIS CONDITION EXISTS. THE ONLY NEW 14HOUR CONSTRCTION IS AT SUITE ENTRY . I 1 -HOUR RATED EXIT CORRIDOR PROVIDE BIS 24' DEEP PLAM LOWER CABS. WITH DOORS. DRAWER, (1) ADJ. SHELF, 4' TOE KKXC. NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PLASTIC LAMINATE COUNTERTOP & CABINETS SECTION 8 1 ELEVATION 121 NOT USED / SUSPENDED CEILING SYSTEM 2 1/2' MTL STUDS W/ 518' TYPE 'X' GYP BD BOTH SIDES / I T-0' 5EQ_ - rn \l EQ. 2112' 20 GA. 'C' STUDS WI 5/8' TYPE T GYP BD BOTH SIDES U.L. 8448 48' NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED END& PLASTIC LAMINATE COUNTERTOP& CABINETS SUSPENDED CEILING SYSTEM SOUND ATTENUATION BLANKETS TENANT CONFERENCE] S PROVIDE WS PLAM WORK SURFACE • NTS 318' =1' -0' PROVIDE 8/S24' DEEP NAM LONER CABS. WITH DOORS, (1) ADJ. SHELF (@ KITCHEN SIDE ONLY - SEE SECTION 5111 -1A) AND TOE KICK. 318* =1'-O hEW, U.N.o, BIS WALL MOUNTED DUPLEX ELECTRICAL OUTLET. NEW U.M.O, BIS WALL MOUNTED FOURPLEX ELECTRICAL OUTLET. Id NEW, U.N.O., 81S WALL MOUNTED COMBINATION VOICE/DATA OUTLET. NEW, U.N.O.. BIS WALL MOUNTED DEDICATED DUPLEX ELECTRICAL OUTLET. (T)= TIMER. EXITING BLANK FACE PLATE. (X) E EXISTING 6 UNLESS OTHERWISE NOTED NEW BM CORE DRILL FOR TENANT FURNISHED WHIP CONNECTION FOR SYSTEM FURNITURE WITH FOURPLEX & COMBINATION VOICE & DATA OUTLETS AS SHOWN. (X) INDICATES NUMBER OF OUTLET REQUIRED. NOTES: ALL OUTLETS TO BE MOUNTED 15' A.F.F. • TO BOTTOM OF OUTLET PER W.SB.F. REQUIREMENTS U.N.O. ALL DATA S COMMUNICATION LINES TO BE ROUGH4N ONLY (MUD RING WI PULL WIRE). I ELECTRICAL/COMMUNICATIONS LEGEND NA Ti DOOR NUMBER TYPE OF DOOR A. BIS 3'-0" WIDE X FULL HEIGHT S.C. WOOD DOOR & B/S FRAME. MATCH DUSTING CONDITIONS. C. PAIR OF 'A' TYPE DOORS. D. BIS EXTERIOR DOOR. BIS 3'-O' x FULL HEIGHT S.C. 20 MINUTE RATED WOOD DOOR & FRAME ASSEMBLY -MATCH EXISTING CONDITIONS - WITH GLASS PANELS PER DRAWING. HARDWARE a. 815 LATCHSET b. B/S LOCKSET & CLOSER c. PRIVACY LOCK. ® DENOTES EXISTING DOOR DOOR SCHEDULE n NEW B/S 45 MINUTE RATED RECITE FRAME/ASSEMIBLY - MATCH SMITING. EXISTING BIS CORRIDOR PARTITION TO REMAIN. NEW B/S CORRIDOR PARTITION. SEE DETAIL 11TH -1A EXISTING B/S CONSTRUCTION TO REMAIN. NEW BIS DEMISING PARTITION, U.N.O. SEE PLAN 2/11-2 FOR LOCATIONS & 4111 -1A FOR DETAILS. EXISTING CONSTRUCTION TO BE DEMOLISHED. NEW BS TENANT INTERIOR PARTITION: 2 112' METAL STUDS WITH 518' TYPE 7C GWB EACH SIDE FROM FLOOR TO UNDERSIDE OF HUNG CBUNG. SEE DETAIL 4/TI -1A. &5 FIRE EXTINGUISHER CABINET OR LOCATION OF WALL MOUNTED DEVICE. VEINY —I ~ FEC WITH BUILDING MANAGEMENT. CONSTRUCTION LEGEND 131 NOT USED REVIEWED FoR CODE COMPLIANCE APPROVED APR 1 1 2CO7 City Of Tukwila TIDING DIVISION NTS SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 TENANT: SHEET BTU: REVISIONSASSUANCE: X07 - us Marvin Ste sociates, LLC planning des' P 11 8 n � 2221 Fifth A%•enue, Seattle. Washington 98121 (206) 441 -1449 DRAWN BY: XH JOB NO.: 99135.004 CHECKED BY: WJS DATE: 03/22/07 NO. I REVISIONS INDICATED TENS A FIRST FLOOR R€PROCUCTION. ALITRAW. CR PUBLICATION OF THIS ORMIING. HITHOUT EXPRESS PERT AS9ON BY VS&A. IS A MCCAW% Cf FEDERAL COPYRIGHT LATE COPYRIGHT BY NA VS &A 2007. SCALE: AS NOTED PUBLIC AMENITIES (TRAINING SUITE) DATE DETAILS & ELEVATIQDI a MAR 2 ?;r:1f I I r carrrA TI -1A i I i I I I I o 0 I . I / 1 / i J 4IUUIU(Uctu tow iar<_ utettIi[lll t (2) 810 SCREWS REVEAL (PAINT BLACK) OR MATCH EXISTING. V8' BLACK FOAM TAPE HOLD BACK 114' FROM EDGE LATERAL BRACING TENANT WALLS (NO CASEWORK) 8 ' MAX y a • MAX y a • M A X y Cr M A X y a • MAX y M A X r Ma)c METAL STUDS STAGGERED @ 8'O O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12'0. ATTACH TO STRUCTURE ABOVE WI HILTI POWER DRIVEN FASTENER 3/4' MIN. CONTINUOUS CEILING GRID - DO NOT CUT. SUSPENDED CEILING. 2 GA. SR. STUDS @24' O.C. WI 5/8' GAB, TYPE X, EACH SIDE. LATERAL BRACING PER DETAIL ABOVE (TYP.) NOTES: 1. LITERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. I PARTITION HEAD BRACING DETAIL I ELEVATION B/S 12' DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES_ BIS ADA- APPROVED SINK CABINET (NO BOTTOM Q BASE) WITH B/S & ADA- COMPUANT SINK BIS 24' DEEP PLAM LOWER CABS. WITH DOORS, DRAWER, (1) ADJ. SHELF, 4' TOE KICK, 25' DEEP PLAM COUNTERTOP INSULATE WRAP @ EXPOSED SUPPLY & DRAIN ENES 10 ENLARGED DETAIL NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 36 PLASTIC LAMINATE COUNTERTOP & CABINETS SPACE FOR REF. A • t NTS s� 3E< 25' SPACE FOR UN FASTEN PARTITION HEAD TO CEILING GRID ON WALL RUNS LESS THAN 12'-0' AT CORRIDOR, DEMISING AND SOUND PARTITIONS, PROVIDE 4'-0' WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. REVEAL (PAINT BLACK) OR MATCH EXISTING. 118' BLACK FOAM TAPE HOLD BACK 114' FROM EDGE OF TRACK PROVIDE ACOUSTIC BAIT INSULATION BETWEEN STUDS. COVE BASE AS SCHEDULE B/S TENANT INTERIOR PARTITION. BIS TENANT DEMISING PARTITION. 1B/S STANDARD PARTITION 10 EQ. ��r= = = = = - _ - -- , �_ \ Y" � `t ' ./, ` � '.f I I I ,- I I COFFEE POT I /'\ 6EQ. ill NOT USED \ EXISTING HEADER PLAN VIEW CLOSET 114' NON -COMB. WD FILLER UNDER MAIN RUNNERS SEISMIC BRACING PER DETAIL C. CONTINUOUS CEILING GRID - DO NOT CUT. LINE OF CEILING GRID BEYOND, SEE R.C.P. CONT. V METAL TRIM WI PAPER WING CONT. 2 V? x 1114' 25 GA. TRACK WI (2) 110 SCREWS O 24' O.C. 98' NON -COMB. PLYWOOD BLOCKING @ WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE 81 FOR BLOCKING: 20' WIDE GALV. SHEET METAL *40' FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) HEAD SECTION 2112= x 25 GA. GALV. STEEL STUD (off 24' O.C. WITH 518' TYPE 'X' GWB EACH SIDE. 5/8' GWB, TYPE X EACH SIDE, TYP. CONT. 25 GA. GALV. STEEL RUNNER CHANNEL - ANCHOR TO FLOOR AS REQ'D. COVE BASE AS SCHEDULE BASE SECTION • PROVIDE B/S COAT ROD & SHELF. 18' DEEP BiS PLAM SHELF FOR MICROWAVE NTS 318 -1`-O' TENANT BACKSLASH BIS PLAM WORK SURFACE. 2 1/2' PATE. STUD BRACING @4' -0'o.c. NOTE: THIS CONDITION EXISTS. THE ONLY NEW 14HOUR CONSTRCTION IS AT SUITE ENTRY . I 1 -HOUR RATED EXIT CORRIDOR PROVIDE BIS 24' DEEP PLAM LOWER CABS. WITH DOORS. DRAWER, (1) ADJ. SHELF, 4' TOE KKXC. NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PLASTIC LAMINATE COUNTERTOP & CABINETS SECTION 8 1 ELEVATION 121 NOT USED / SUSPENDED CEILING SYSTEM 2 1/2' MTL STUDS W/ 518' TYPE 'X' GYP BD BOTH SIDES / I T-0' 5EQ_ - rn \l EQ. 2112' 20 GA. 'C' STUDS WI 5/8' TYPE T GYP BD BOTH SIDES U.L. 8448 48' NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED END& PLASTIC LAMINATE COUNTERTOP& CABINETS SUSPENDED CEILING SYSTEM SOUND ATTENUATION BLANKETS TENANT CONFERENCE] S PROVIDE WS PLAM WORK SURFACE • NTS 318' =1' -0' PROVIDE 8/S24' DEEP NAM LONER CABS. WITH DOORS, (1) ADJ. SHELF (@ KITCHEN SIDE ONLY - SEE SECTION 5111 -1A) AND TOE KICK. 318* =1'-O hEW, U.N.o, BIS WALL MOUNTED DUPLEX ELECTRICAL OUTLET. NEW U.M.O, BIS WALL MOUNTED FOURPLEX ELECTRICAL OUTLET. Id NEW, U.N.O., 81S WALL MOUNTED COMBINATION VOICE/DATA OUTLET. NEW, U.N.O.. BIS WALL MOUNTED DEDICATED DUPLEX ELECTRICAL OUTLET. (T)= TIMER. EXITING BLANK FACE PLATE. (X) E EXISTING 6 UNLESS OTHERWISE NOTED NEW BM CORE DRILL FOR TENANT FURNISHED WHIP CONNECTION FOR SYSTEM FURNITURE WITH FOURPLEX & COMBINATION VOICE & DATA OUTLETS AS SHOWN. (X) INDICATES NUMBER OF OUTLET REQUIRED. NOTES: ALL OUTLETS TO BE MOUNTED 15' A.F.F. • TO BOTTOM OF OUTLET PER W.SB.F. REQUIREMENTS U.N.O. ALL DATA S COMMUNICATION LINES TO BE ROUGH4N ONLY (MUD RING WI PULL WIRE). I ELECTRICAL/COMMUNICATIONS LEGEND NA Ti DOOR NUMBER TYPE OF DOOR A. BIS 3'-0" WIDE X FULL HEIGHT S.C. WOOD DOOR & B/S FRAME. MATCH DUSTING CONDITIONS. C. PAIR OF 'A' TYPE DOORS. D. BIS EXTERIOR DOOR. BIS 3'-O' x FULL HEIGHT S.C. 20 MINUTE RATED WOOD DOOR & FRAME ASSEMBLY -MATCH EXISTING CONDITIONS - WITH GLASS PANELS PER DRAWING. HARDWARE a. 815 LATCHSET b. B/S LOCKSET & CLOSER c. PRIVACY LOCK. ® DENOTES EXISTING DOOR DOOR SCHEDULE n NEW B/S 45 MINUTE RATED RECITE FRAME/ASSEMIBLY - MATCH SMITING. EXISTING BIS CORRIDOR PARTITION TO REMAIN. NEW B/S CORRIDOR PARTITION. SEE DETAIL 11TH -1A EXISTING B/S CONSTRUCTION TO REMAIN. NEW BIS DEMISING PARTITION, U.N.O. SEE PLAN 2/11-2 FOR LOCATIONS & 4111 -1A FOR DETAILS. EXISTING CONSTRUCTION TO BE DEMOLISHED. NEW BS TENANT INTERIOR PARTITION: 2 112' METAL STUDS WITH 518' TYPE 7C GWB EACH SIDE FROM FLOOR TO UNDERSIDE OF HUNG CBUNG. SEE DETAIL 4/TI -1A. &5 FIRE EXTINGUISHER CABINET OR LOCATION OF WALL MOUNTED DEVICE. VEINY —I ~ FEC WITH BUILDING MANAGEMENT. CONSTRUCTION LEGEND 131 NOT USED REVIEWED FoR CODE COMPLIANCE APPROVED APR 1 1 2CO7 City Of Tukwila TIDING DIVISION NTS SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 TENANT: SHEET BTU: REVISIONSASSUANCE: X07 - us Marvin Ste sociates, LLC planning des' P 11 8 n � 2221 Fifth A%•enue, Seattle. Washington 98121 (206) 441 -1449 DRAWN BY: XH JOB NO.: 99135.004 CHECKED BY: WJS DATE: 03/22/07 NO. I REVISIONS INDICATED TENS A FIRST FLOOR R€PROCUCTION. ALITRAW. CR PUBLICATION OF THIS ORMIING. HITHOUT EXPRESS PERT AS9ON BY VS&A. IS A MCCAW% Cf FEDERAL COPYRIGHT LATE COPYRIGHT BY NA VS &A 2007. SCALE: AS NOTED PUBLIC AMENITIES (TRAINING SUITE) DATE DETAILS & ELEVATIQDI a MAR 2 ?;r:1f I I r carrrA TI -1A J r SCALE: 1113°7-1-0 O 5' 10' 20' I s NORM 30 DEMOLITION PLAN rf sr • MULIPTN. EXISTING SIDEWALK 8 E)OSTNG SIDEWALK SCALE: 118" =1'-0` 11 100 O 5' 10' 20' I CONSTRUCTION PLAN NORM 30' PUBLIC CORRIDOR 101 1 1031 102 KITCHEN CLOSET GENERAL CONSTRUCTION NOTES: 1_ PROVIDE FIRE IXfINGUlSHER BY COOE - VERIFY LOCATION WITH TENANT. CONSTRUCTION KEY NOTES: O CONTRACTOR TO PROVIDE & INSTALL 8!S COAT ROD 6 SHELF. 0 CONTRACTOR TO PROVIDE & INSTALL 721t96" PRESENTATION (BLS WIUIE BOARD). 3� OONIRACTOR TO PROVIDES INSTALL asmauaz SURFACE 36 48 X SLL HEIGHT HOMOSOTE %RAPPED WITH FARBIC. O CONIRPCTOR TO REPLACE E)OSTNG GIAZIIG WITH NEW DOOR/ GAZING ASSEMBLY FOR EXTERIOR DOOR TOMATCH EJOSTNG EXTERORDOORS. O CONIRACTOR TO PROVIDE NEW CONCRETE SIDEWALK TO MATCH DOSING@ HATCHEDAREA EQUIPMENT KEY NOTES: REFRIGERATOR - NO ICE, HOMIER • WAU DISPENSER AT KITCHE - VERIFY LOCATION WITH WANT. PLUMBING KEY NOTES: O PROVIDE DOUBLE COMMENT AMMO'S:UA W STAKESS STEEL swami YACUMI BREAK FOR SMASHER. 1 6 GNION U DEROOU IER HIIMT El CAIN @ KITCHEN. DOORIRELITES KEY NOTES: REVI O PLIANCE CODE COMPUANCE APR 1 1 2001 city Of Tukwila ILD NG DM I s N SOUTH CENTER CORPORATE SQUARE BUILDING 8 DRAWN BY: 360 ANDOVER PARK WEST TUKWILA, WA 98188 Marvin Ste sociates, LLC Tannin des' planning n �S 2221 Fifth Avenue, Seattle; Washington 98121 (206) 441 -1449 XH JOB NO.: 99135.004 CHECKED BY: WJS DATE: 03 /22/07 SCALE: AS NOTED REVISIONS/ISSUANCE: NO. REVISIONS INDICATED THUS A DATE TENANT SHEET BRIE: PUBLIC AMENITIES REMED (TRAINING SUITE f� � ' 9 " „��"" PSi1SITCENTFR FIRST FLOOR DEMOLITION PLAN & COENSTRUCTION PLAN DO", 115 REPRO©UCTIOI, ALTERATICH OR PUEILIcATK: 1 OF ills fiRAl1IVC,� 11I9OIIT EPRESS e' ON BY US U. IS A V OLATO4 OF FEDERAL GOPWCHT LAW OOP IT BY US&A 2007. TI -2 CF J i SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 St37$ r +! GISTERED '1« RECT i , 1 1 t ►4'4 ST t 0: ON Marvin Ste:isociates, planning design � n � L ILC 441 -1449 2221 Fifth Avenue, Seattle, Washington 98121 (206) DRAWN BY: XH JOB NO.: 99135.004 CHECKED BY WJS DATE: 03 /22/07 SCALE: AS NOTED REVISIONS/ISSUANCE: NO. REVISONS INDICATED THUS 0 DATE _ I TENANT: PUBLIC AMENITIES (TRAINING SUITBA PERM1Tt'FI<m 911T TITLE FIRST FLOOR REFLECTED CEILING PLAN & ELEC. /COMMUNICATION PLAN t10 11S REPROWCTION, AURA TICN CR PUBLICATION OF TITS CRANK WI WI EGRESS PERMISSION BY WU, IS A wa.Ancri OF FEFANAL OOPIRIGHT LAW. OOPYRICHT BY IAA 2007_ Tim3 CI 4 0 SCALE: 118' =1'-O' I 5' 10' • I 20' GENERAL LIGHTING NOTES: 5. ONLY NEW WATCHES ARE SHOWN. 6. RE-USE LOT SIGNS AS POSSi E. 7_ REP LACE ALL DAMAGED OR DD COLORED CUING TRES WI BRING THE SUSPEI ED CUING UP TOME 11EW cCIOTIOM REFLECTED CEILING PLAN NORTH 30' •' STAIR 1_ AU. ASPECTS OF THEDESIGN & CONSTRUCTION OF THE HVAC SHALL 8E PERFORMED BY THE CONTRACTOR 2. RE- C1RCHIITSWITC1MGOF BOWING UGHTPIGAS NECESSARY TO 000wI.Y WITH NEW UGHTWG IAYOUT. 3. CONTRACTOR TO REU E ANY COSTING UGHT MORES NOT SH 7*N ON PLAN 4. CONTRACTOR SHALL VERFY!ATERAL SWING E 0STNG CEILING GRfO UPGRADE TO CURRENT CODES ASNECESSARY. LIGHTING CALCULATIONS i i 19 12 6 1 7x4' RECESSED FIXTURES` TOTALS DOSING 19 PERCBITIAGEOFA .TERATION 6 RELOCATED 119 DOSING FIXTURES sr 100 % = 31 SUMMARY PERCENTAGE OF ALTERATION IS LESS 11W 160 EXIST. TO EXIST. TO BE I EXIST. TO BE RBAAN IN RELOCATED REMOVED PLACE 12 • 6 1 NEW 0 0 • 0. .0 I SCAL E:1/8' =1'-0* 0 5' 0 . 10' • I 3. NV EQUIPYBJT PROVIDED AItD 1NSTALLED BY OTTERS. 20' 4r AFF ELEC./COMMUNICATION PLAN NORTH 30' GENERAL ELEC./ COMMUNICATION NOTES: 1_ REUSE OPENING AT BLN1( FACE PLACES (BFP) AS POSSIBLE 2 CONTRACTOR TO REMOVE ANY DOSING MC/COMMUNICATIONS OUTLETS NOT SHCIM4 ON PLAN, PATCH & FINISH TO MATCH EXISTING COMMONS. ELEC./COMMUNICATIONS KEY NOTES: 0 CONTRACTOR TO PROWESS CORE MIL WITH P AU& DATA OURETSASSHHOyN VERIFY LOCATION WITH TENN COD� EVVED FOR COMPLIANCE APPROVED APR i ' 7007 O t Of Tukwila DIMS ; l • •