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HomeMy WebLinkAboutPermit D07-460 - SHOWA - OFFICESSHOWA 635 ANDOVER PK W D07 -460 Parcel No.: 2623049143 Address: 635 ANDOVER PK W TUKW Suite No: City.Jf Tukwila Tenant: Name: SHOWA Address: 635 ANDOVER PK W , TUKWILA WA 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 Owner: Name: SOUTHCENTER CORPORATE SQUAR Address: 150 CALIFORNIA ST , SAN FRANCISCO CA 94111 Phone: Contact Person: Name: TAMARA GENZALE Address: 635 ANDOVER PK W SUITE 107 , TUKWILA WA 98188 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: NEW OFFICES, CARPET AND PAINT DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D 07 - 460 Issue Date: 01/18/2008 Permit Expires On: 07/16/2008 Expiration Date: 01/31/2008 Value of Construction: $40,000.00 Fees Collected: $1,114.59 Type of Fire Protection: AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0008 doc: IBC -10/06 D07 -460 Printed: 01 -18 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City 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 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: (/ `^ I hereby certify that I have read and a ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the • erformance of work. I am authorized to sign and obtain this development permit. Date: 0 1 l I bg Signature: Print Name: OlVlVlv1V'fP1LQ/V Permit Number: D07 - 460 Issue Date: 01/18/2008 Permit Expires On: 07/16/2008 Date: 611171 u7) 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. doc: IBC-10 /06 D07 -460 Printed: 01 -18 -2008 Parcel No.: 2623049143 Address: 635 ANDOVER PK W TUKW Suite No: Tenant: SHOWA 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 13: ** *FIRE DEPARTMENT CONDITIONS * ** 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 PERMIT CONDITIONS Permit Number: D07 - 460 Status: ISSUED Applied Date: 12/12/2007 Issue Date: 01/18/2008 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: 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. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 11: 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. 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. 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: D07 -460 Printed: 01 -18 -2008 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 15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 16: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 17: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 18: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 19: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 20: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 21: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall not be less than 36 inches. (IFC 1013.4.1) 22: 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) 23: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 24: 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) 25: Maintain sprinkler coverage per N.F.P.A 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 26: 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) 27: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 28: U.L. central station supervision is required. (City Ordinance #2050) D07 - 460 Printed: 01 -18 -2008 err'' 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 29: All valves controlling the water supply for automatic sprinkler systems and waterfiow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 30: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 31: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 32: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 33: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 34: 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 Thkwila Ordinance #2051. 35: 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) 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 38: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 39: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 40: The reset code for the fire alarm panel or keypad shall be 1- 2- 3-4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 41: 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) 42: 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. 43: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 44: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 45: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 46: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) doc: Cond -10/06 007 -460 Printed: 01 -18 -2008 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 47: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 48: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 49: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table 716.3.1) 50: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 51: 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. 52: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (IBC 712.4.2) 53: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 54: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 55: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 56: There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (IBC 315.2.4) 57: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 58: Aboveground gas meters, regulators and piping exposed to vehicular damage due to proximity to alleys, driveways or parking areas shall be protected in an approved manner. (IFC Ch. 312, sec. 312.1 thru 312.3) 59: Combustible material shall not be stored in boiler rooms, mechanical rooms or electrical equipment rooms. (IFC 315.2.3) 60: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 61: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 62: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of doc: Cond -10/06 D07 -460 Printed: 01 -18 -2008 such condition or violation. 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 63: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D07 -460 Printed: 01 -18 -2008 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. C OPG ( AAM I n Al Signature: Date: 0 1 I 4 loi in v\ , � Print Name: doc: Cond -10/06 D07 -460 Printed: 01 -18 -2008 Name: I oiI� Company Name: Mailing 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.wa. us Building Permit No. 1)("})- Mechanical Permit No. Plumbing/Gas Permit No Public ` Works Permit No. Project No. (For office use only) 0 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: (75 (MANN— ?fit. J. Tenant Name: !l.nlvrx i Property Owners Name: Mailing Address: Mailing Address: / • # / /. /it At E -Mail Address: e 42-a16 ` 0-n C , C.(x ) 1-a le- GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: L A- `7 lC,12 .^ ,� E -Mail Address: I Yl/� 7' e, Iw o} ` fl ,1 ,/� i • LV'' Contact Person: E -Mail Address: Q:Upplications\Forms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh King Co Assessor's Tax No.: n-17t 1 1 4 ) Suite Number: 10) 't' I I I Floor: t New Tenant: ❑ Yes City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Day Telephoner 'lOJ 0 / cif' 2 c State Zip Fax Number: Z22 % o3 bb '- Ii 11 • a- ft . 0 .4 IL. - ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: Fax Number: ENGINEER OF RECORD— All plans must be wet stamped by Engineer of Record State Zip City Day Telephone: Fax Number: Expiration Date: State Zip City Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFOR TION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Q :\Applications\Ponns- Applieations On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh A-0 t,04 avt Will there be new rack storage? ❑ Yes '' No Existing Building Valuation: $ i1.■ I ►1►:f1 • chit f-,t0.{e' If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1" Floor 2 Floor 3`d Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Interior Remodel Addition to Existing Structure 0 Type of Construction per IBC Type of Occupancy per 1BC ia 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: ❑ Sprinklers '®. Automatic Fire Alarm ❑ None ❑ Other (specify) 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. Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206- 433 - 0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public _ Private _ ❑ ...Water Main Extension Public _ Private FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip QMpplicationsUbnns- Applications On knel3-2006 - Permit Application.doc Revised: 9-2006 bh Call before you Dig: 1 -800- 424 -5555 ❑ .. Highline ❑ ...ValVue ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Forms- Applications On LineV -2006 - Permit Application. doe Revised: 9 -2006 bh City State Zip Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206- 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Mpplications\Ponns- Applications On line' -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 N / D AGENT: Signature: 4 Y/l Print Name: R, Mailing Address: b? a- Ant 161 City Date Application Accepted: Date Application Expires: to - id --U0 ).)--0---0 QAApplicationsWornts- Applications On LineV -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: Staff Initials: Page 6 of 6 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 -460 Address: 635 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 12/12/2007 Applicant: SHOWA Issue Date: Receipt No.: R07 -02740 Initials: WER User ID: 1655 Payee: SOUTHCENTER CORPORATE SQUARE TRANSACTION LIST: Type Method Description Amount Payment Check 1601 1,114.59 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: 31,114.59 Payment Date: 12/12/2007 09:28 AM Balance: 30.00 672.78 437.31 4.50 Total: $1,114.59 5952 12/12 9710 TOTAL 1114.59 doc: Receipt-06 Printed: 12 -12 -2007 Project: - 7/70414 Type of Inspection: , Nj FM/4 i Address : _ 635 .94/da4: At' 4/ Date Called: Special Instructions: _4'246 Date Wante : . . / cAoe Reliast r: Phone No: — W_7-276Z. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION T 6300 Southcenter Blvd., #100, Tukwila, WA 98188 457 (206)431-3 Approved per applicable codes. .... El Corrections required prior to approval. COMMENTS: 1r i7c(iefu-f,abtri;t/s4/ spect IDate: 7 I al, 5" GI 0 REINSPECTION FEE R • UIRED. Pr 6r to inspection, fee must be at 6300 Southcenter Blvd., uite 10 Call the schedule reinspection. Rec ipt No.: 'Date: Project: ,SkOkAJA Type of Inspection: r>I A Address: Lei 6 Aniaotiii Date Called: Special Instructions: Date Wanted: 2 -1-0Y ---- t a . „„m.... p.m. Requester: Phone No: U(0 - 42_3- "Z INSPECTI N NO. INSPECTION RECORD Retain a copy with permit boT) (oo PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ilnspecr:-N II Kj 0 $58.00 REINSPECTION FE paid at 6300 Southcenter r eceipt No.: t it r ate: - REQUIRED. Prior to inspection, fee must be vd., Suite 100. Call the schedule reinspection. 'Date: z COMMENTS: �y //��' / / 95 4 ' ('P / / 0 `/ /2 % /3' /, S 1 /5 1 /Ye 1 - 19 Aay3 AlzW, P P44./ D Date Called: Special Instructions: D Date Wanted: a a.m. Requester: Project: L T Type of Inspection: /) Aay3 AlzW, P P44./ D Date Called: Special Instructions: D Date Wanted: a a.m. Requester: Phone Nc— "23- 2 . 74 1 ) 6 7 ` / \� Retain a copy with permit INS CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ? ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ( /I Approved per applicable codes. El Corrections required prior to approval. Date/ 28 — ' .00 REINSPECTION fEE REQUIREO. Prior o inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Pro 'ect: NoLV Type of spection: Type e'i / OV1 Address: C - 5 4i✓ddY'r ,9X w Date Called: Special Instructions: Date Wanted: / - z - a,� p.m. Requester: Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1'- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 p Approved per applicable codes. Corrections required prior to approval. • ector: �� l1v _ r p INSPECTION FE EQUIRED. Pr' • r to inspection. fee must be 6300 Southcenter Bl Suite 100. . ll the schedule reinspection. I Recei • No.. 'Date: Date: 7-1/60 COMMENTS: Type of Ins ection: , / /2 4-n-r i / 67 (! / >��n1 � -- Q �1 T/v e (/( Special Instructions: Date Wanted: p a.m 21,..` oe p.m. Requester: Phone No ao6 -yZ3 - 27Gg A/oT ` // C 6A/e. / /W /M-.5 / 6 ,..-. 'pry b-ii-fiez- 7 47 , s7 Project: show Type of Ins ection: , / /2 4-n-r i / 67 Address: (23 5 4 N1)e alett Date Called: Special Instructions: Date Wanted: p a.m 21,..` oe p.m. Requester: Phone No ao6 -yZ3 - 27Gg INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per, applicable codes. Corrections required prior to approval. Insp . tor: INSPECTION RECORD Retain a copy with permit Date: 607- 1 760 PERMIT NO. (206)431 -36* 00 REINSPECTION F E REQUI - D. Prior to inspection. fee must be id at 6300 Southcenter Blvd.. S ite 100. Call the schedule reinspection. COMMENTS: Sprinklers: Type of Inspection: // �i'►'V -� yy ew c y / A T i tip/ Address: 635 - Suite #: /1/ p w Contact Person: LLo st J Special Instructions: Phone No.: %42- as 3- X749 1- d41,;-, 1 Lib y I, I- -t-z) EA-5-1" A-0o,ti., w-c St- e 4 /took,— 0. P» / ,,. .4 4 i- IAJPS1` Q /, t)c ', Project: ' S w ►,k Sprinklers: Type of Inspection: // �i'►'V -� yy ew c y / A T i tip/ Address: 635 - Suite #: /1/ p w Contact Person: LLo st J Special Instructions: Phone No.: %42- as 3- X749 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT dover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. Inspector: Date: a /C /o Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS /Correction required prior to approval. T.F.D. Form F.P. 113 Project: h Type of Inspection: S (' Cove Address: C35 A P z✓ Suite #: 11) Contact Person: LLoSI Special Instructions: Phone No.: y/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i INSPECTION NUMBER FI - Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Word /Inspection Record Form.Doc 1/13/06 v6v � F3- s - o il PERMIT NUMBERS ri Corrections required prior to approval. COMMENTS: Inspector: Date: //34/6 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: ' f �bW A Sprinklers: Type of Inspection: �!IVtf? 1 .0 c ( /� ),,.^C / 1 1(2Q ..1- . ,tJ Address: 6,3 S Suite #: 1/ ( 4. a Li Contact Pers6n: 1. L o >y, Pre -Fire: Special Instructions: Permits: NJf -J'c. Phone No.: AZ _ / - - , 4 Needs Shift Inspection: N Sprinklers: f' Fire Alarm: Hood & Duct: / Monitor: 4 I r� 2. r v, C ,94,11 - < ,C Pre -Fire: Permits: NJf -J'c. Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 pproved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 Do - X60 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: y2 e ► -J A L �K Inspector: Date: 2 / ; s� Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Type of Inspection: FA Address: Suite #: (3r Ahdo,x, % (A) Contact Person: L /0}1, wih,. Special Instructions: Phone No.: z01- 1 /1..3 - a - ) a Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: 4-ia fr.. (ti.. Pre -Fire: Permits: Occupancy Type: 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 INSPECTION NUMBER V Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 00 ?- 4 1(.0 ofd - F - OD-4 PERMIT NUMBERS I I Corrections required prior to approval. COMMENTS: A-14 47k 1i i 01< Inspector: 5/I Date: _ Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: of Inspection: F� 0 I 1 i ISc d s -fbf ', M, kjr itc Person: L / (Ai; ti, 0 e (D ;cri„ LIT FA de4 o ev) Si,o1 -e . Phone No.: )0c.. --(/A a 2 Al I 041 /1 j T es 041/4 Project: . 1 ► o;„c,c.k Sprinklers: of Inspection: F� Address: _ Suite #: (o 3. . A hd o ie - Pk tid 4 /1/ Person: L / (Ai; ti, 0 e Special Instructions: Occupancy Type: Phone No.: )0c.. --(/A a 2 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Do) - `, 4, t7 o9 - F- oat PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 2 -?1- o Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 January 2, 2008 Tamara Genzale 635 Andover Pk W, Ste 107 Tukwila WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -460 Showa — 635 Andover Pk W Dear Ms. Genzale, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings.. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: David Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenzer service. encl File No. D07 -460 City of Tukwila P:\Pemut Center\Correction Letters\2007\D07 -460 Correction Ltr #1.DOC !em Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: December 27 2007 Project Name: SHOWA Permit #: D07 -460 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 lx17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide an occupant load count based on occupant number for each room or space. Conference rooms and reception areas should show occupant count based on 1 person for each 15 sq. ft.. This may bump your count up for the larger office space to a number greater than 50. If greater than 50, please provide a plan showing the means of egress path through this space and include emergency lighting and lighted exit signs. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. D PARTMENTS: ng Division Public Works Complete Comments: PERMIT COORD (OM ` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -460 DATE: 01 -08 -08 PROJECT NAME: SHOWA SITE ADDRESS: 635 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued tea) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n ❑ Planning Division Permit Coordinator n n DUE DATE: 01-10-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: No further Review Required DATE: n DUE DATE: 02-07-08 Approved ❑ Approved with Conditions Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-284)2 DATE: D S: Bulldin '�fvision 1 P l Work .61 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ PERMIT COORD COPY`' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -460 PROJECT NAME: SHOWA SITE ADDRESS: 635 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # DATE: 12 -12 -07 Response to Incomplete Letter # Revision # After Permit Issued 512 4 1 0T tt / Ih b Fire Prevention P a( nning Division Structural ❑ Permit Coordinator DUE DATE: 12 -13 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 Structural Review Required REVIEWER'S INITIALS: Permit Center Use Only r� CORRECTION LETTER MAILED: O1 l (2l O U Departments issued corrections: Bldg* Fire ❑ ❑ Ping ❑ PW ❑ No further Review Required DATE: DUE DATE: 01 -10 -08 Not Approved (attach comments) 1 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Staff Initials: 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. � ,9.+/ 7 200 B P 0�- �-� 0 Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # 1 , Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Iva S A 'D ° `� >� 1V ? V4 Steven M Mullet, Mayor Steve Lancaster, Director rr v o I K - 9 2008 JAN PERMIT CENTER Contact Person: Phone Number: Summary of Revision: O G G U p 4 ►- ! c o ►� o �-- S bl->� �� (z? oil l_. (r ) Sheet Number(s): 1 — 1 "Cloud" or highlight all areas of revision including date of re 'sion Received at the City of Tukwila Permit Center by: AGAAcl Entered in Permits Plus on Q tk " i \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: 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, Electrician 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 01/18/2008 ACT ACOUSTICAL CEILING TILE LL @TE BY LANDLORD AT TENANTS EXPENSE ADJ ADJACENT /ADJUSTABLE LF LINEAL FOOT AFF ABOVE FINISH FLOOR MAX MAXIMUM ALT ALTERNATE MECH MECHANICAL ALUM ALUMINUM MFR MANUFACTURER APPROX APPROXIMATELY MIN MINIMUM @ AT MISC MISCELLANEOUS BLDG BUILDING MTD MOUNTED BLKG BLOCKING MTL METAL B/S BUILDING STANDARD MW MICROWAVE OVEN CAB CABINET N NORTH, NEW CLR CLEAR/CLEARANCE N/A NOT APPLICABLE CLG CEILING NIC NOT IN CONTRACT CL CENTERLINE NO NUMBER COL COLUMN NOM NOMINAL COMM COMMUNICATION NTS NOT TO SCALE COMP COMPOSITION OC ON CENTER CONST CONSTRUCTION OPNG OPENING CONT CONTINUOUS OPP OPPOSITE CPT CARPET ORIG ORIGINAL CT CERAMIC OR CONCRETE TILE PERM PERMANENT DIA DIAMET PL PLATE DIM DIMENSION PLAM PLASTIC LAMINATE DR DOOR PLYWD PLYWOOD DW DISHWASHER PR PAIR DWG DRAWING PTR PARTITION E EXISTING, EAST R RADIUS, REMOVE, RELOCATE EA EACH RB RUBBER BASE ELEC ELECTRIC REF REFRIGERATOR ELEC'L ELECTRICAL REINF REINFORCING ELEV ELEVATION (VIEW) REQ'D REQUIRED EXIST EXISTING REV REVISION /REVERSE EXT EXTERIOR RM ROOM FIN FINISH RO ROUGH OPENING FLR FLOOR S SOUTH SCHEDULE FLUOR FLUORESCENT SC SOLID SOLID CORE FR FIRE RATED FT FEET SECT SECTION SIM SIMILAR FURN FURNISH /FURNISHINGS GA GAUGE SPEC SPECIFICATION GALV GALVANIZED SQ SQUARE GD GARBAGE DISPOSAL STD STANDARD GL GLASS /GLAZING STL STEEL GWB GYPSUM WALL BOARD STOR STORAGE HC HOLLOW CORE SUSP SUSPENDED HDW HARDWARE TEL TELEPHONE HM HOLLOW METAL TYP TYPICAL HT HEIGHT UNO UNLES NOTED OTHERWISE VCT VINYL COMPOSITION TILE HVAC HEATING, VENTILATING, VERT VERTICAL AIR CONDITIONING IN INCH W WEST W/ WITH INCL INCLUDE W/O WITHOUT INSUL INSULATION INT INTERIOR WD WOOD OVERING JT JOINT WSBF WASHINGTON STATE BARRIER FREE SEISMIC BRACING PER 9/TI 4 Ct Ct 0_ LJJ CORPORATE T SOUTHCENTER 5 J BUILDING 7 5 A \ WI L A , R E IS IO mad �IS 0 VE R W A S H I S P A R \ G TO C \ 8 W - 98188 S T ` 1-405 , ' BLVD. a D 12 5 PROVIDE AT DEMISING AND - 1. SOUND PARTITIONS 4' -0" WIDE ACOUSTICAL CEILING TILES CENTERED OVER PARTITION �~� ` A a STRANGER 1 0 I I 3 2 J ABOVE HUNG CEILING. 1/4 NON -COMB. WD FILLER UNDER MAIN RUNNERS CONTINUOUS CEILING GRID O CI fx Lu z S' • DO NOT CUT. ���� • ,, ¢ p ' SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing R Gas Piping C of TL ',1VI 3 �?`I�I L}I��IjIOiV 1 i[i �[i� -. � �[r ¢ Q 1 MINKLER ' ._ REVEAL (PAINT BLACK) OR MATCH EXISTING CONDITION. F -` ;: i. LINE OF CEILING GRID BEYOND, SEE RC.P. CONT.'L' METAL TRIM W/ PAPER WING BLDG 8 E S LVD. TE 1/8" BLACK FOAM TAPE HOLD BACK 1/4" ■ CONT. 31/2" x 1 1/4" 25 GA TRACK W/ 1 (2) #10 SCREWS @ 24" O.C. HEAD SECTION FROM EDGE OF TRACK 0 r O . / UPLAND D J MIDLAND D. a s No chge s l?a ll b eS e to the scope of work w�f�i3u< prior appro',ral 0't Tukwila BuUdil� DWisi NOTE: Revisions will require a new plan submittal and may include additional plan review fees. (D TRILAND DP,, MINKLER BLVD NORTH NORTH 60;r a ' @T,`rD }. r , ARCHITECT y i; ..; AHO 3 �: . ti T, WASHINGTON : r ,r. • At ' ;• • ._ + r . 1 VICINITY I . l. , 1. P NTS _ _ _ 2 SITE PLAN NTS PROVIDE ACOUSTIC BAIT INSULATION BETWEEN STUDS AT SOUND AND DEMISING PARTITIONS, ONLY. " C � � e.w 31/2" x 25 GA. GALV. STEEL STUD © 24" O.C. WITH 518" T Y P E GWB EACH SIDE. - SCOPE 0 F WORK ='F� i + 358 5F -rm e ' ± 2803 SF " I I� r ` - PLAN VIEW PARTIAL FLOOR TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING OFFICE SPACE WHICH IS APPROXIMATELY ±3,559 U.S.F. THE WORK CONSISTS OF DEMOLITION AND CONSTRUCTION OF PARTITIONS, _ DOORS AND OTHER FEATURES. THERE IS NO STRUCTURAL OR CORE AND SHELL WO ILE COPY ` Pe I CONSTRUCTION TYPE: TYPE V-B `� ��' '�� � `Dv ill / / ��!/ r pi ± 3 10 S III 5/8" GWB TYPE EACH SIDE, TYP. • I _I ' ro ,I; ��/r � AO i ir� 1x �S!�� I r.!!� ,.-.. till Ai I BASE, AS SCHEDULED. CONT. 25 CHANNEL GA - ANCHOR GALV. STEEL TO FLOOR RUNNE REQ'D. HILTI POWER DRIVEN FASTENER 3/4" MIN. EMBEDMENT. BASE SECTION SPRINKLERS: SPRINKLERED 8W81a1 �� }_'I R ��.' NIC , _, 7 : c ? 1� 1 9 1 tY i . f "� v;s_.;, w� „. Sri l DV81 ( I - the viol of any adopted Q + i r ? OCCUPANCY: B OFFICE Cf d "�!'# AREA OF WORK: ±3,113 SF OFFICE AREA t _• L$ \ - ,.r :f .A.11 Tu ccinancinac°de icwill r L ;.- -• ° r. � " = M �` _ ' Marvin cc }} CC Marvin Ste � ►sociates LLC planning design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 . p I� V� ,� ±357 SF SAMPLE ROOM /SERVER ROOM � II l PARCEL ID: 51- 0599163 C ' I ::, ?' � _ "' I I o rf , FIRST FLOOR PLAN ° ' ° p I • LEGAL DESCRIPTION BUILDING DIVISION I fl I NaRnH OCCUPANT LOAD 1 PROVIDED) A A a D NORTH ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING STATE OF WASHINGTON, BEING A PORTION OF THE EAST 112 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SEC. 26, T.23N, R.4E, W.M., AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINING AT THE INTERSECTION OF THE NORTHERLY LINE OF SAID SOUTHEAST 1/4 WITH THE WESTERLY MARGIN OF ANDOVER PARK WEST (59TH AVENUE SOUTH), DISTANT ALONG SAID NORTHERLY LINE N88 °05'42 "W 1369.34 FEET FROM THE NORTHWEST CORNER OF SAID SOUTH- EAST QUARTER; THENCE FROM SAID POINT OF BEGINNING ALOND SAID WESTERLY MARGIN S01 °47'29 "W 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 50.00 FEEL' AND A CENTRAL ANGLE OF 90 0 649 °, AN ARC LENGTH OF 78.64 FEET TO A POINT ON A THENCE ALONG S E 05' 42W180 .90FEET IS WITH AND 261.00 FEET WESTERLY OF THE EAST LINE IF SAID EAS T •1/2: THENCE ALONG LAST SAID PARALLEL LINE N01 °47'29 "E 136.00 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 365.40 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST 1/4; THENCE ALONG LAST SAID PARALLEL LINE S88 °05'42 "E 37.50 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 223.50 FEET WESTERLY OF THE EAST LINE OF SAID EAST 1/2; THENCE ALONG LAST SAID PARALLEL LINE N01 °47'29"E 100.00 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 265.40 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST 1/4; THENCE ALONG LAST SAID PARALLEL LINE N88 °05'42 "W 12.50 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 236.00 FEET WESTERLY OF THE EAST LINE OF SAID EAST 1/2; THENCE ALONG LAST SAID PARALLEL LINE N01 °47'29 "E 265.40 FEET TO A POINT ON THE NORTHERLY LINE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID NORTHERLY LINE S88 °05'42 "E 206.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.408 ACRES OF LAND MORE OR LESS. APPLICABLE CODES: OFFICE SPACE : OFFICE SPACE : 357 USE @ 1:100 = 3.57 OCCUPANTS 2,803 USE @ 1:100 = 28.03 OCCUPANTS (1 EXIT REQUIRED, 1 EXIT PROVIDED) CONF. RM: 310 USF @ 1:15 = 20.66 TOTAL OCCUPANTS: 48.69 (1 EXIT REQUIRED, 2 EXITS A A A n c A A n A n n n 3 ABBREVIATIONS I 4 : B/S TENANT PARTITION NTS 5 AREA OF WORK & OCCUPANT LOAD CALC. NTS DRAWN BY: AP JOB NO.: 99135.048 PERMIT SET #10 SCREWS METAL STUDS STAGGERED $' CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS IN ACCORDANCE WITH APPLICABLE CITY, COUNTY, STATE AND FEDERAL BUILDING AND FIRE CODES. CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN THE CONTRACT DRAWINGS & SPECIFICATIONS. CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND NOTIFY MS&A OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS. B/S INDICATES BUILDING STANDARD" AS PROVIDED BY LANDLORD AS DRAWN AND /OR SPECIFIED IN BUILDING CONTRACT DOCUMENTS. IF 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, PLUMBING, FIRE 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, UNO. TENANTS FURNITURE VENDOR SHALL FIELD VERIFY PREMISE FOR LAYOUT CONFIGURATION AND CLEARANCES. ALL VOICE/DATA AND CABLING DESIGN SHOWN ON PLANS IS SCHEMATIC ONLY AND NOT IN CONTRACT, UNO. TENANTS CABLING VENDOR SHALL VERIFY TENANTS REQUIREMENTS AND FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ROUGH -IN AS NOTED, COORDINATION AND SCHEDULING FOR THIS PORTION OF THE WORK. THE FOLLOWING DRAWINGS ARE BASED ON ELECTRONIC INFORMATION DERIVED FROM A NUMBER OF SOURCES. WHILE DEEMED RELIABLE, MS&A CANNOT BE HELD RESPONSIBLE FOR INFORMATION FROM OTHERS NOT FIELD VERIFIED OR WHICH , HAS BEEN ALTERED BY OTHERS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING MANAGEMENT ON CONSTRUCTION HOURS, PROCEDURES AND METHODS ALLOWABLE IN THIS BUILDING. THERE SHALL BE 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF V .AV. BOXES. IF LIGHTING LAYOUT CREATES A CONFLICT, NOTIFY MS&A PRIOR TO ANY INSTALLATION. THIS IS TO INSURE NO FIELD REVISIONS WILL BE REQUIRED. CONTRACTOR TO UPGRADE SIESMIC BRACING AS REQUIRED AT EXISTING CEILING. CONTRACTOR TO FIELD VERIFY ALL ELEMENTS INDICATED AS EXISTING ON PLANS. DOORS & HARDWARE SHALL BE REUSED, RELOCATED OR NEW BASED ON AVAILABLITY AND SUITABLITY. ALL HARDWARE SHALL BE TENANT STANDARD FINISH. MATCH EXISTING CONDITIONS. CHECKED BY: LB, SN DATE: 11/27/07 4 i, �� !; 45° � 11! 1 I III I� ,r ( �� , .� VERTICAL WIRE HANGER N0. 12 GAUGE @ 4' D" O.C. OR N0.10 GAUGE @ 5'-0" O.C. ALONG EACH MAIN RUNNER. P HEAVY GAUGE WIRE "PIN ". SCALE: AS NOTED @ -0" O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12' -0". ATTACH TO STRUCTURE ABOVE W/ HILTI POWER DRIVEN FASTENER 3/4 "MIN. CONTINUOUS CEILING GRID - DO REVISIONS ISSUANCE: NO. REVISIONS INDICATED THUS A DATE VERTICAL STRUT @ 12' 0" EACH DIRECTION FASTENED TO MAIN RUNNER AND CUT TIGHT TO STRUCTURE ABOVE, HELD IN PLACE BY VERTICAL WIRE HANGER AND HEAVY GAUGE WIRE PIN. D GENERAL REVISION 01 /07/08 (2) NOT CUT. INTERNATIONAL BUILDING CODE, 2006 EDITION, AS ADOPTED BY THE STATE OF WASHINGTON. INTERNATIONAL FIRE CODE, 2006 EDITION, AS ADOPTED BY THE STATE OF WASHINGTON. ICC A117.1, 2003 EDITION. WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -11 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ) PROJECT DIRECTORY . 45° HEAVY DUTY MAIN RUNNER AT 4' -0" O.C. � �" . ° �� 45 [.t[.[.[[(l [[11[1[[ll[l 7 REVEAL (PAINT BLACK) OR MATCH EXISTING. r I � f,�lrr �� �� = SUSPENDED CEILING. V ERTICAL STRUT FASTENED TO MAIN RUNNER � � ) 3 1/2" X 25 GA. STL. STUDS 24" CROSS RUNNER INSTALLATION: 1/8" BLACK FOAM TAPE HOLD BACK 1/4" FROM EDGE OF TRACK. ' :': C @ . W 5/8" GWB TYPE 'X' , EACH OC /5 /8 SIDE. BUILDING REPRESENTATIVE: PROPERTY MANAGER: - C C -7----) , C� - C� ?• C ' r ) : =' . '` MERIWETHER PARTNERS LLC PINNACLE REALTY MANAGEMENT C (1------- 2ND & SENECA BUILDING 810 3RD AVE. 1191 2ND AVE. SUITE 140 CO SUITE 1570 SEATTLE, WA 98104 SEATTLE, WA (206) 903 -0662 ( P ) (206) 816 (P) (206) 903 - 0668 (FAX) (206) 381 1200 (FAX) CONTACT: TAMARA GENZALE CONTACT: JOEL P. ASLANIAN EMAIL: tgenzale @prmc.com I EMAIL: jaslanian @mericap.com SPACE PLANNER TENANT: � COMP A ONCE PPf®� JAN � e 21 - . E I � I ; ® � �. u '^ •:' ly �W INSTALL PER INTERNATIONAL BUILDING CODE SECTION 803.9.1.1. AND 1621.1 "SUSPENDED ACOUSTICAL CEILINGS° AND ASCE 7 -02. SUSPENDED CEILING SUPPORT DATA: LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MIN. 12 U.S. GAUGE SPLAYED IN FOUR DIRECTIONS, 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 12' -0" O.C. IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' -" FROM EACH WALL. PROVIDE LATERAL BRACING AT ALL CEILING AREAS GREATER THEN 144 SF SURROUNDED 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 SADDLE -TIED AROUND MAIN RUNNERS, PER 2003 IBC SECTION 803.9.1.1. CROSS RUNNERS ATTACHED TO MAIN RUNNERS BY SADDLE -TYING WITH ONE STRAND NO. 16 U.S. GAUGE TIE WIRE, OR APPROVED EQUIVALENT, PER 2003 IBC SECTION 803.9.1.1. DISCONTINUOUS ENDS OF CROSS- RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE CEILING IS INTERRUPTED BY A WALL. CEILINGS OVER 2500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HT PTNS THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SF. FOR CEILINGS W/O RIGID BRACING, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 IN. OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 IN IN ALL HORIZONTAL DIRECTIONS; OR, SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 IN OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. CONTRACTOR SHALL VERIFY LATERAL BRACING AT EXISTING CEILING GRID & UPGRADE TO DETAILS SHOWN. NOTES: t LATERAL BRACING TENANT WALLS (NO CASEWORK) MARVIN STEIN AND ASSOCIATES, LLC SHOWA CO. (USA) INC. . B . ILi. N DIVISI N 2221 5TH AVE. 575 ANDOVER PARK WEST, SUITE 105 SEATTLE, C COO NTAACC WASHINGTON 98121 CONTACT: LISA BOLSTER CONTACT: MITSUKO W. TOYAMA UK TEL: (206) 441 -1449 TEL: (206) 575 -1802 FAX: (206) 441 -4361 EMAIL: mitsuko @showaco.com EMAIL: (.bolster @marvinstein.com TENANT: l SHOWA C O. (USA) INC. C O R R E C ION LT R# 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX r MAX X X �� i { " B R 6 GENERAL NOTES 7 PROJECT INFORMATION/DIRECTORY T D A DETAIL ABOVE TY (TY P. NOTES: PROVIDE M TA METAL OR 2x4 WOOD VARIES , SHEET BACKING TREATED BLOCKING ' 4°� TI -1 COVER SHEET & DETAILS TI -2 DEMOLITION PLAN TI -3 CONSTRUCTION PLAN TI-4 REFLECTED CEILING PLAN TI -5 EL EVATIONS AND SECTIONS �. SHEET TITLE: FIRST FLOOR COVE R SHEET & DETAILS 1701-...---/4( VARIES VARIES 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. 0.0. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 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. - _ H LS PERMIT SET � a ; �- RR-77,7r) mil I -.0 S q ¢ IF SPAN IS OVER 36 ", ADD SUPPORT K A5 REQUIRED. 1. CONTRACTOR SHALL VERIFY LATERAL BRACING AT EXISTING CEILING GRID & UPGRADE TO CURRENT CODES AS NECESSARY. 2. POWER DRIVEN FASTENERS SHALL NOT BE USED FOR TENSION LOADS APPLICATIONS. 3. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS. a TYP. ROD K & V 600 CImy " ' ` ' ?t IN TI -6 ELECTRICAL/ COMMUNICATIONS PLAN JAN 0 9 2'�' :; F'b�IV6E d �e;i'' . I tii TI -7 FINISH PLAN W /FLANGEK &V 766 EACH END 3/4° KORTRON SHELF & SIDE PANELS W/ "TEE" EDGING REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A MS&A TION FEDERAL COPYRIGHT LAW. COPYRIGHT BY Ti_ii 8 SUSPENDED CEILING SUPPORT DATA NA 9 PARTITION HEAD BRACING DETAIL NTS 10 COAT ROD AND SHELF NTS 11 I DRAWING INDEX OF T w to LiJ rY 0 O U w F- w C) 0 i AREA OF WORK SCALE: 1/8" =1' -0" r I LL, !i■ _,_MME!!■ 1 \ II u i - 1 \ II II / I \'', 11 u ,..../ 1 1 1 -I FIRST FLOOR PLAN 0 5' 10' 20' - AREA OF WORK -I r 30' L 3 GENERAL DEMOLITION NOTES: 1. REFER TO THE CONSTRUCTION PLAN FOR DIMENSIONS OR EXTENT OF DEMOLITION. 2. PATCH AND REPAIR WALLS AT ALL LOCATIONS WHERE DEMOLITION OCCURS. 3. ALL EXISTING CARPET AND BASE TO BE REMOVED. PREP FLOORS TO RECEIVE NEW FLOORING MATERIAL. 4. REUSE DOORS AND RELITES AS REQUIRED. REFURBISH TO LIKE NEW CONDITION. DEMOLITION KEYNOTES: 0 REMOVE EXISTING UPPER AND LOWER CABINETS AND MODIFY AS REQUIRED PER CONSTRUCTION PLAN. PATCH AND REPAIR AS NECESSARY TO MATCH EXISTING. SEE ELEVATIONS FOR MODIFIED CASEWORK SHEET TI -6. 0 EXISTING DOOR AT ENTRY TO HAVE GLASS INSERT CUT IN TO MATCH DOOR TYPE B. SEE DOOR LEGEND ON SHEET TI -3. �3 EXISTING CASEWORK TO REMAIN. SEE ELEVATION FOR MODIFIED CASEWORK SHEET TI -6. 0 EXISTING DOOR & SIDELIGHT AT EXTERIOR TO BE REMOVED. i COMPLIAN CODE APPROVED AO A RECEINIFD CITY n. 1 I1 A JAN 0 2:0'3 P hivil I (..j1'u. I to Marvin Ste'i ;.:sociates, LLC planning v design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: AP JOB NO.: 99135.048 PERMIT SET CHECKED BY: LB,SN DATE: 11/27/07 SCALE: AS NOTED NO. SOUTHCENTER CORPORATE SQUARE BUILDING 8 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 REVISIONS/ISSUANCE: W.52 REGISTERED RCHITEDT EIH .4AHOU OLD WASHINGTON REVISIONS INDICATED THUS A DATE TENANT: SHOWA CO. (USA) INC. SHEET TITLE: FIRST FLOOR DEMOLITION PLAN REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2007. TI -2 OF 7 AREA OF WORK AREA OF WORK SOUTHCENTER CORPORATE SQUARE BUILDING 8 575 ANDOVER PARK DOV E ARK WEST TUKWILA, WASHINGTON 98188 g�;dGgST g��gD ARCF1ltE0 " : OU tutu eT�iib C 'WASHINGTON , 4 , 6 .� , 8 ... , 9 .� , D WORK ROOM k; -r:=: ' =: ' ° = OFFICE OPEN WORK AREA OPEN WORK AREA OPEN WORK AREA / • r te: , : _ ; - -- . I: 1 101 1 I 1 1 1 117 1 102 1 —1 104 106 1 MUL. /PTN. r =x- q GENERAL CONSTRUCTION NOTES: 773= 0Df MUL. PTN. 1. PATCH AND REPAIR EXISTING WALLS AS REQUIRED. 7 i P..` r -_ -- i \ •� .:= .: _ ' " 1 2. ALL WALLS SHOULD BE PREPARED AND FINISHED SMOOTH, READY TO PAINT. t � �` .... .. � � ® t ^ • � � � r 1 .- i • I z i i 12' "0" 3. PREP FLOORS TO RECEIVE NEW FLOORING MATERIAL. 1 15' -0" _ Q ,_ r OPEN WORK AREA OPEN WORK AREA ° - / 4. PROVIDE AND INSTALL NEW B/S DISHWASHER AND FULL SIZE REFRIGERATOR IN BREAK ROOM. COLOR IS TO BE BLACK. 1 OFFICE 11 _ 1Q • — 107 10 . ;cr L __ M 2� 6a6 1 103 1 105 1 s SERVER ROOM '; 2' 0" 1' 8 M M 1 I �:::: _ 102 A 0 11' -11" \ _ ' MUL,IPTN. a 0 RECEPTION ON 103 A 1 116 - M : © 1 L06 B V X — e di 906 q vi t0 N X X , — CONSTRUCTION KEYNOTES. - a . 0 & ®, ,1001 Y :, ....: 906 O 1 CONFERENCE 100 B c Q ® ® 13' 0" T 8" — 3' -0" — 10.-6" FI=1 A 5 6 = O NOT USED. � ui Q: . �. O � 108 ` I 115 1 1 `� : _ RECEPTION ° i 6 " 18" CD INSTALL TENANT SUPPLIED INTERCOM /CAMERA SYSTEM. COORDINATE WITH TENANT. 8 ® Marvin Ste 1 .sociates LLc planning design 2221 Fifth Avenue, Seattle, Washington 9812I (206) 441 -1449 -i [3W 1 i i 3 PROVIDE GLASS S5 FILM ON MODIFIED EXISTING DOOR. SEE DOOR 11 ::.. Ma 1011=1110111011150M1 11011011021M1111 _ ... ......- - ...,....._ 14111 ETESEISEREEME3 ........... .... ... .... ....... . ,.7 ..,.. ... - ........... .. .. . ... - ..... ELEVATIONS. O PROVIDE FILM ON ENTIRE RELITE MAINTAINING A 2" CLEAR BORDER SIMILAR TO DOOR FILM. SEE DOOR ELEVATIONS. 0 FILL IN DOOR OPENING TO MATCH EXISTING GLAZED EXTERIOR WALL. 0 PROVIDE AND INSTALL CYPHER LOCK SYSTEM AT EXISTING DOOR. OI 07 PROVIDE AND INSTALL NON B/S BLINDS IN CONFERENCE ROOM. SPECIFICATIONS TO FOLLOW. 114 1 113 ® 1 111 1 110 1 109 I _ CLOSET OPEN WORK AREA OFFICE SUPPLY ROOM BREAK ROOM STORAGE MAX. DIM, t I• i; . _ :,._.,..r� �,::_ •_ .- ." 0 E,.�... •_ -..; ,_ , .1 s z _ ; : .:., ,� _ � % � ; Y i ,' • v. �' 4 '' yam _ , -Y1 �.L'.: -:: UP V DRAWN BY: AP JOB NO.: 99135.048 K. , - ; " — T1 i 7 7 1 -..:74r VAVI:21 CHECKED BY: LB,SN DATE: 11/27/07 SCALE: AS NOTED •.. -, . ^ •~ : I- ._ it REVISIONS /ISSUANCE: . :: gip. _ f - � r r ... = .. :1E 1 '.. ; 1: : r r3' .._ } `'�S �` s•i• Y _ NO REVISIONS INDICATED THUS A DATE i CC - -'- yam;,:;.',• 0 5' 10' 20' FIRST FLOOR PLAN (A) 30' EVIEWED FOR ��� CO� PL , � C � ��PR ®�� O SCALEV8=1' W NORTH -, -0" � �� � F ?ODD DO4 ...... Ci�l ®f - f ��ila • r � �.� -_. B ILDING D DOOR NUMBER N07ES: 1. ALL DOOR HARDWARE SHALL HAVE B/S LEVER TYPE HANDLES, ANSI 117.1 COMPLIANT AND HAVE U.N.O. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THE WRIST TO OPERATE. PERABLE PARTS OF UCH HARDWARE SHALL BE 34 MIN. AND 48" MAX. " FLOOR. 2. RE -USE EXISTING DOORS SCHEDULED FOR REMOVAL WHEREVER POSSIBLE. DOORS TO BE RE -1 TOUCHED UP TO BRING INTO "LIKE NEW CONDITION. 3. THRESHOLDS AT DOORWAYS SHALL BE 112° MAXIMUM IN HEIGHT. 4. THE MAXIMUM FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER DONE FIRE ODORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING DOOR = 5.0 POUND THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. PROVIDE WALL STOPS (FLOOR STOPS WHERE REQUIRED) AT ALL INTERIOR DOORS. 36" TENANT: S H OWA CO. USA) INC. EXISTING B/S CORRIDOR PARTITION TO REMAIN. EXISTING B/S CONSTRUCTION TO REMAIN. I ` t' 'I 'I ^ 8' -2" VERIFY \ • \ / / �• 6111111111.1 TYPE OF DOOR EXISTING B/S DEMISING PARTITION. EXISTING CONSTRUCTION TO BE DEMOLISHED. ==== NEW B/S TENANT INTERIOR PARTITION: 31/2" METAL STUD WITH 5l8" TYPE'X' GWB EACH it — MIN I I � I A. B/S 3' -0" WIDE x 8' 2" HIGH S.C. WOOD DOOR IN B/S WOOD FRAME. norm B INSERT. SEE RI_ WOOD DOOR IN B/S WOOD FRAME W/ NEW SAFETY GLASS I I� II MIN SIDE FROM FLOOR TO UNDERSIDE OF HUNG CEILING. SEE D ETAIL 41T -1. 'X' 2" CLEAR BORDER, TYP. NEW B/S TENANT SOUND PARTITION: 31/2" METAL STUDS WITH 5/8" TYPE GWB EACH NSULATI N IN WALL CAVI S & 4N0° WEDS: ACO S C GATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. SEE DETAIL 41TI 1. SHEET TITLE: FIRST FLOOR CONSTRUCTION PLAN 6" UNLESS } r IMPACT RESISTANT SAFETY GLASS WITH TRANSLUCENT FILM. CONTRACTOR TO CONVEY FILM OPTIONS TO TENANT. MIN OTHERWISE HARDWARE NOTED a. B/S LATCHSET. b. B/S LOCKSET. C. B/S CYPHER LOCK SYSTEM W/CLOSER. E DENOTES EXISTING DOOR NEW, U.N.O., B/S RELITE PARTITION: FULL HT. IN B/S WOOD FRAME WITH SAFETY GLASS WHERE REQUIRED. WIDTH VARIES SEE PLAN. ==1:= NEW B/S CLERESTORY: HEAD TO BE AT UNDERSIDE OF HUNG CEILING. B/S WOOD FRAME WITH SAFETY GLASS WHERE REQUIRED BUTT JOINT, TYPICAL. r=r F.E.C. FIRE EXTINGUISHER CABINET. "N" DENOTES NEW. CFI1/r;� . :� :53 P .1-ti ii i (.:LN i to 'A' TYPE "A" TYPE "B" REPRODUCTION, ALTERATION OR PUBUCA11ON OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION of FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2007. Ti.3 2 DOOR AND HARDWARE SCHEDULE 3 DOOR NOTES 4 DOOR ELEVATIONS NTS 5 CO NSTRUCTION LEGEND OF 7 NA _ ,... SC - -_a Imo:.: �i BL_ _ ._ ._ ._ ___m.. I__ Aiwa • IN ma ii rim Es muirdmas II d im sass Imo m o m pmsempmEN 1EN ■ ®N IN ::...._. mime • MINI II MEErg e AREA OF WORK 4 B N SCALE: 1/8" =1 FIRST FLOOR PLAN ° mxr IMECIEM AREA OF WORK — 1104 1 ZEIDEMI EMI [1061 e re 5' 10' 20' 30' NORTH 4 I CEILING NOTES i 1 NOTES: 1. PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT, THE ELECTRICAL CONTRACTOR IS TO FIELD CHECK FOR ANY CONFLICTS WITH EXISTING MECHANICAL DUCT WORK, ELECTRICAL CONDUIT, PIPES, ETC. AT EVERY LIGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFLICT EXISTS, THE ELECTRICAL CONTRACTOR IS TO NOTIFY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO NOTIFY MS&A OF THE CONFLICT(S) SO A NEW LAYOUT CAN BE GENERATED. NO LIGHT FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED. 2. CONTRACTOR SHALL PROVIDE EMERGENCY PATHWAY LIGHTING PER CODE. 3. CONTRACTOR SHALL VERIFY LATERAL BRACING AT EXISTING CEILING GRID & UPGRADE TO CURRENT CODES AS NECESSARY. 4. CONTRACTOR TO UPGRADE AUDIBLE AND VISUAL ALARMS TO CURRENT CODES AS NECESSARY. 5. THERE SHALL BE 42° CLEAR SPACE IN FRONT OF THE PANEL SIDE OF VAV. BOXES. IF LIGHTING LAYOUT CREATES A CONFLICT, NOTIFY MS&A PRIOR TO ANY INSTALLATION. THIS IS TO INSURE NO FIELD REVISIONS WILL BE REQUIRED. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY DAMAGED CEILING TILES AND GRID OR EXTENDING ACT CEILING OR GWB CEILING AS NECESSARY TO MATCH EXISTING AS REQUIRED. 8. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF FIRE SPRINKLERS DESIGN AND CONSTRUCTION. IN THE EVENT OF A CONFLICT REGARDING NEW LIGHTS, WALLS, SOFFITS, AND OTHER FIXTURES, THE SPRINKLER HEADS MUST BE MOVED. Dol 7. DAYLIGHT ZONE CONTROL: ALL DAY LIGHTED AS DEFINED IN CHAPTER 12, BOTH UNDER OVERHEAD GLAZING AND ADJACENT TO VERTICAL GLAZING, SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, WHICH CONTROLS THE LIGHTS INDEPENDENT OF THE GENERAL LIGHTING AREA PER 1513.3 OF THE WASHINGTON STATE ENERGY CODE. 9. COMMISSIONING REQUIREMENTS: FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUTOFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. DRAWING NOTES SHALL REQUIRE COMMISSIONING IN ACCORDANCE WITH THIS NOTE. SWEEP CONTROLERS ARE NOT BUILDING STANDARD, USE OCCUPANCY SENSORS AS REQUIRED. GENERAL CEILING NOTES: 1. REUSE EXISTING CEILING GRID AND REPLACE DAMAGED, CUT, AND /OR SOILED TILE. 2. RE- CIRCUIT SWITCHING OF EXISTING LIGHTING AS NECESSARY TO COMPLY WITH NEW LIGHTING LAYOUT. 3. RE -USE EXISTING EXIT SIGNS AS POSSIBLE. 4. PROVIDE NEW LENSES ON ALL 2'X4' LIGHT FIXTURES. SPECIFICATION IS AS FOLLOWS: MANUFACTURER: PLASTICS FOR LIGHTING, INC. CONTACT: JOSH LOCH PHONE NUMBER: 206 - 622 -4305 ITEM: PATTERN #12 CLEAR PRISMATIC ACRYLIC LENSE PRICE AS ALTERNATE - ITEM: PATTERN #19 INJECTION MOLDED CLEAR PRISMATIC ACRYLIC LENSE CONTRACTOR TO COORDINATE WITH MANUFACTURER TO ENSURE LENSES WILL FIT EXISTING LIGHT FIXTURES. CONTRACTOR TO PROVIDE PRICING OPTIONS TO TENANT AND VERIFY FINAL SELECTION PRIOR TO PURCHASING. CONTRACTOR TO RETAIN EXISTING LENSES AND PROVIDE TO LANDLORD. CEILING KEYNOTES: O MASTER SWITCH LOCATION. LJ PROVIDE AND INSTALL RECESSED PROJECTION SCREEN , CENTERED IN NICHE. COORDINATE WITH TENANT. SPECIFICATION TO FOLLOW. PROVIDE WALL SWITCH FOR OPERATION. O WALL WASHER FOR TENANT PROVIDED DISPLAY. COORDINATE WITH TENANT. 0 l 4 1 CONTRACTOR TO INSTALL WALL WASHER AS CLOSE TO CENTER OF �—' INDICATED PARAMETERS, AS IS POSSIBLE. LIGHTING CALCULATIONS: AREA OF OFFICE SPACE = 357 SF ALLOWABLE WATTAGE: 357 SF x 1.0 WATTS PER SF = 357 WATTS PROPOSED WATTAGE: (3) 2'x4' FLUORESCENT FIXTURES @ 96W PER FIXTURE _ (2) WALL WASHER FLUORESCENT FIXTURE @ 26W PER FIXTURE _ SUMMARY: PROPOSED WATTAGE IS LESS THAN THAT OF WATTAGE ALLOWED. AREA OF OFFICE SPACE = 3,215 SF ALLOWABLE WATTAGE: 3,215 SF x 1.0 WATTS PER SF = 3,215 WATTS PROPOSED WATTAGE: (32) 2'x4' FLUORESCENT FIXTURES @ 96W PER FIXTURE _ (5) WALL WASHER FLUORESCENT FIXTURES @ 26W PER FIXTURE = SUMMARY: PROPOSED WATTAGE IS LESS THAN THAT OF WATTAGE ALLOWED. EXISTING CEILING GRID AND TILE TO REMAIN B/S EXIT SIGN (DIRECTIONAL WHERE SHOWN) B/S EXHAUST FAN B/S RECESSED FLUORESCENT WALL WASH LIGHT FIXTURE NEW TENANT PROVIDED INTERCOM/CAMERA SYSTEM I. B/S SWITCH (3 =3 WAY) (X= CIRCUIT) N DENOTES NEW LIGHTING LEGEND TOTAL = 340 WATTS TOTAL 288 WATTS 52 WATTS 3085 WATTS 130 WATTS 3,215 WATTS r REVIEWED FOIE E CODE COMPLIANCE APPROVED iAN 1 (l 2000 City Of Tukwila B . ILDING DMSX)N EXISTING B/S 2' -0" x 4' -0" RECESSED FLUORESCENT LIGHT FIXTURE TO REMAIN NEW OR RELOCATED B/S 2' -0° x 4' -0" RECESSED FLUORESCENT LIGHT FIXTURE i EXISTING 2' -0" x 4' -0° RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVED/RELOCATED L R ECE VF ) CITY A �hMI 3 C:tI3 1 CH NO. SOUTHCENTER CORPORATE SQUARE BUILDING 8 TENANT: 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 DRAWN BY: AP CHECKED BY: LB,SN REVISIONS /ISSUANCE: REVISIONS INDICATED THUS A SHEET TITLE: 5652 REGISTERED, ARCHITECT S . DONAHOLI TE OF WASHINGTON Marvin Ste' � LLC tannin design � n g 2221 I fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2007. JOB NO.: 99135.048 PERMIT SET DATE: 11/27/07 SCALE: AS NOTED DATE SHOWA CO. (USA) INC. FIRST FLOOR REFLECTED CEILING PLAN TI -4 OF HEAD TO BE AT UNDERSIDE OF HUNG O. BUTT I JOIN I SAFETY GLASS, TYP. B/S RELITE FRAME. BASE, AS SCHEDULED. 1 0" 4x 3 EQ � 1' -0" it ELEVATION @ OFFICE #101 w w i 1 f I 5 EQ 3/8" =1' -0" B/S 15" MELAMINE ADJUSTABLE SHELVING WITH STANDARDS AND BRACKETS @ 36" MAX. SPACE FOR 41 QUART WASTEBASKET. B/S 25" DEEP P q WORK SURFACE WITH 4" BACKSPLASH AND OPEN SHELVING BELOW. SCHEDULED BASE. 4 I ELEVATION @ SUPPLY ROOM #111 3/8" =1' -0" B/S 12" DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES. NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM CD LOWER CABS. WITH DI •'S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. N EQ EQ i i EQ i EQ 18" MIN 7 ELEVATION @ RECEPTION #115 3/8" =1' -0" NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20" WIDE PLAM OPEN UPPER CABINET WITH (2) ADJ. SHELVES. PROVIDE APRON FOR SHELVES. SEE DETAIL 12. NO DOORS, TYP. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH DI • "S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. f ft 20 f i N . N/ 28° CD Co kr CO 10 B/S 12" DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH Di •'S DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. t EQ EQ EQ EQ 'I EQ EQ i 0 CO 5 ELEVATION @ OPEN WORK AREA #103 3/8 " =1' -0" CO TI -5 12 I f L 20" 20" 20° f FINISHED END ANGLES BACK 20" 20" 1 3/4" VERTICAL MELAMINE SUPPORTA TYP. 20" DEEP x 20° WIDE PLAM WALL CABINET WITH ADJ. SHELVES. NO DOORS, TYP. 8 I ELEVATION @ WORK ROOM #117 3/8" =1' -0" CO M "Cr J r 20" 20" 36" 36" 20" 1 7 .-SEE 12/TI -6 X N. . . N. . . N. N. . N. . Ni N. i 1 NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20° WIDE PLAM OPEN UPPER CABINET WITH (2) ADJ. SHELVES. PROVIDE APRON FOR SHELVES. SEE DETAIL 12. NO DOORS, TYP. 25° DEEP PLAM COUNTERTOP AND 4° PLAM BACKSPLASH B/S 24" DEEP PLAM LO ER CABS. WITH DOORS, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. ELEVATION @ SAMPLE ROOM #117 3/8 " =1-0" ,11 I ELEVATION @ SAMPLE ROOM #117 3/8" =1' -0" 3 EQ. EXISTING COLUMN NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. DEMO EXISTING CASEWORK. MODIFY EXISTING CASEWORK TO ACCOMODATE NEW B/S DISHWASHER, COLOR TO BE BLACK. ELEVATION @ BREAK ROOM #110 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20" WIDE PLAM OPEN UPPER CABINET WITH ADJ. SHELVES. NO DOORS, TYP. WALL ANGLES Ql SCHEDULED BASE. 20" 20" f (SEE 12/TI -6 HEAD TO BE AT UNDERSIDE OF HUNG CEILING B/S RELITE FRAME. 3M FILM. BUTT JOINT SAFETY GLASS, TYP. LU Lu W cn W 0= co " 0 i , 1-- ti O ca Il NEW PARTITION ELEVATION @ RECEPTION #100 3/8" =1' -0" 9 ELEVATION @ SAMPLE ROOM #117 3/8" =1' -0" 1x4 PLAM APRON. VERIFY WITH TENANT. VERTICAL MELAMINE SUPPORT BEYOND. 121 DETAIL @ PLAM APRON '1-1/2" =1' -0" EXISTING CASEWORK TO REMAIN EQ i EQ k CLEARANCE FOR DISHWASHER 2 3/8" THICK, 10° DEEP POLISHED EDGE GLASS SHELVES WITH METAL BRACKETS. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH D• I'S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. 36" J 1 36° 1 k EQ NEW B/S 12" DEEP PLAM UPPER CABS. WITH DOORS. EQ EQ X EQ EQ 6 I ELEVATION @ RECEPTION #100 CONTRACTOR TO PROVIDE B/S FULL SIZE REFRIGERATOR. PROVIDE FINISHED FRONT PANELS ON BOTH SIDES OF DISHWASHER, MAX DIM. 4 -1(e0 r X CIT`! t: - JAN CI g 3/8" =1' -0" 3/8" =1' -0" GOD RIALO IO C "SLO P 1 i6t Uti "4.I f-1 NO. SOUTHCENTER CORPORATE SQUARE BUILDING 8 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 Marvin Ste planning 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: AP JOB NO.: 99135.048 CHECKED BY: LB,SN REVISIONS /ISSUANCE: sociates, LLC design DATE: 11/27/07 SCALE: AS NOTED REVISIONS INDICATED THUS n TENANT: SHEET TITLE: SHOWA CO. (USA) INC. REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2007. DATE FIRST FLOOR ELEVATIONS AND SECTIONS TI -5 OF 7 p SOUTHCENTER CORPORATE SQUARE CLEARANCE FOR REF N HALLWAY BEYOND : / — N / u u\\ . . /1)N. . . / 0 ��� N. ( �o / it \ II . 6 ;- N. N ,11. II N zi- ` 6 2 " 2" SHOWA . N. . II\ I LUUU N HEAD TO BE AT UNDERSIDE OF HUNG O. BUTT I JOIN I SAFETY GLASS, TYP. B/S RELITE FRAME. BASE, AS SCHEDULED. 1 0" 4x 3 EQ � 1' -0" it ELEVATION @ OFFICE #101 w w i 1 f I 5 EQ 3/8" =1' -0" B/S 15" MELAMINE ADJUSTABLE SHELVING WITH STANDARDS AND BRACKETS @ 36" MAX. SPACE FOR 41 QUART WASTEBASKET. B/S 25" DEEP P q WORK SURFACE WITH 4" BACKSPLASH AND OPEN SHELVING BELOW. SCHEDULED BASE. 4 I ELEVATION @ SUPPLY ROOM #111 3/8" =1' -0" B/S 12" DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES. NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM CD LOWER CABS. WITH DI •'S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. N EQ EQ i i EQ i EQ 18" MIN 7 ELEVATION @ RECEPTION #115 3/8" =1' -0" NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20" WIDE PLAM OPEN UPPER CABINET WITH (2) ADJ. SHELVES. PROVIDE APRON FOR SHELVES. SEE DETAIL 12. NO DOORS, TYP. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH DI • "S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. f ft 20 f i N . N/ 28° CD Co kr CO 10 B/S 12" DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH Di •'S DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. t EQ EQ EQ EQ 'I EQ EQ i 0 CO 5 ELEVATION @ OPEN WORK AREA #103 3/8 " =1' -0" CO TI -5 12 I f L 20" 20" 20° f FINISHED END ANGLES BACK 20" 20" 1 3/4" VERTICAL MELAMINE SUPPORTA TYP. 20" DEEP x 20° WIDE PLAM WALL CABINET WITH ADJ. SHELVES. NO DOORS, TYP. 8 I ELEVATION @ WORK ROOM #117 3/8" =1' -0" CO M "Cr J r 20" 20" 36" 36" 20" 1 7 .-SEE 12/TI -6 X N. . . N. . . N. N. . N. . Ni N. i 1 NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20° WIDE PLAM OPEN UPPER CABINET WITH (2) ADJ. SHELVES. PROVIDE APRON FOR SHELVES. SEE DETAIL 12. NO DOORS, TYP. 25° DEEP PLAM COUNTERTOP AND 4° PLAM BACKSPLASH B/S 24" DEEP PLAM LO ER CABS. WITH DOORS, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. ELEVATION @ SAMPLE ROOM #117 3/8 " =1-0" ,11 I ELEVATION @ SAMPLE ROOM #117 3/8" =1' -0" 3 EQ. EXISTING COLUMN NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. DEMO EXISTING CASEWORK. MODIFY EXISTING CASEWORK TO ACCOMODATE NEW B/S DISHWASHER, COLOR TO BE BLACK. ELEVATION @ BREAK ROOM #110 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20" WIDE PLAM OPEN UPPER CABINET WITH ADJ. SHELVES. NO DOORS, TYP. WALL ANGLES Ql SCHEDULED BASE. 20" 20" f (SEE 12/TI -6 HEAD TO BE AT UNDERSIDE OF HUNG CEILING B/S RELITE FRAME. 3M FILM. BUTT JOINT SAFETY GLASS, TYP. LU Lu W cn W 0= co " 0 i , 1-- ti O ca Il NEW PARTITION ELEVATION @ RECEPTION #100 3/8" =1' -0" 9 ELEVATION @ SAMPLE ROOM #117 3/8" =1' -0" 1x4 PLAM APRON. VERIFY WITH TENANT. VERTICAL MELAMINE SUPPORT BEYOND. 121 DETAIL @ PLAM APRON '1-1/2" =1' -0" EXISTING CASEWORK TO REMAIN EQ i EQ k CLEARANCE FOR DISHWASHER 2 3/8" THICK, 10° DEEP POLISHED EDGE GLASS SHELVES WITH METAL BRACKETS. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH D• I'S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. 36" J 1 36° 1 k EQ NEW B/S 12" DEEP PLAM UPPER CABS. WITH DOORS. EQ EQ X EQ EQ 6 I ELEVATION @ RECEPTION #100 CONTRACTOR TO PROVIDE B/S FULL SIZE REFRIGERATOR. PROVIDE FINISHED FRONT PANELS ON BOTH SIDES OF DISHWASHER, MAX DIM. 4 -1(e0 r X CIT`! t: - JAN CI g 3/8" =1' -0" 3/8" =1' -0" GOD RIALO IO C "SLO P 1 i6t Uti "4.I f-1 NO. SOUTHCENTER CORPORATE SQUARE BUILDING 8 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 Marvin Ste planning 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: AP JOB NO.: 99135.048 CHECKED BY: LB,SN REVISIONS /ISSUANCE: sociates, LLC design DATE: 11/27/07 SCALE: AS NOTED REVISIONS INDICATED THUS n TENANT: SHEET TITLE: SHOWA CO. (USA) INC. REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2007. DATE FIRST FLOOR ELEVATIONS AND SECTIONS TI -5 OF 7 p SOUTHCENTER CORPORATE SQUARE CLEARANCE FOR REF — N / u u\\ . . /1)N. . . / 0 ��� N. . . N. / it \ II . 6 ;- N. N ,11. II N / 6 N . N. . II\ I HEAD TO BE AT UNDERSIDE OF HUNG O. BUTT I JOIN I SAFETY GLASS, TYP. B/S RELITE FRAME. BASE, AS SCHEDULED. 1 0" 4x 3 EQ � 1' -0" it ELEVATION @ OFFICE #101 w w i 1 f I 5 EQ 3/8" =1' -0" B/S 15" MELAMINE ADJUSTABLE SHELVING WITH STANDARDS AND BRACKETS @ 36" MAX. SPACE FOR 41 QUART WASTEBASKET. B/S 25" DEEP P q WORK SURFACE WITH 4" BACKSPLASH AND OPEN SHELVING BELOW. SCHEDULED BASE. 4 I ELEVATION @ SUPPLY ROOM #111 3/8" =1' -0" B/S 12" DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES. NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM CD LOWER CABS. WITH DI •'S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. N EQ EQ i i EQ i EQ 18" MIN 7 ELEVATION @ RECEPTION #115 3/8" =1' -0" NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20" WIDE PLAM OPEN UPPER CABINET WITH (2) ADJ. SHELVES. PROVIDE APRON FOR SHELVES. SEE DETAIL 12. NO DOORS, TYP. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH DI • "S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. f ft 20 f i N . N/ 28° CD Co kr CO 10 B/S 12" DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH Di •'S DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. t EQ EQ EQ EQ 'I EQ EQ i 0 CO 5 ELEVATION @ OPEN WORK AREA #103 3/8 " =1' -0" CO TI -5 12 I f L 20" 20" 20° f FINISHED END ANGLES BACK 20" 20" 1 3/4" VERTICAL MELAMINE SUPPORTA TYP. 20" DEEP x 20° WIDE PLAM WALL CABINET WITH ADJ. SHELVES. NO DOORS, TYP. 8 I ELEVATION @ WORK ROOM #117 3/8" =1' -0" CO M "Cr J r 20" 20" 36" 36" 20" 1 7 .-SEE 12/TI -6 X N. . . N. . . N. N. . N. . Ni N. i 1 NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20° WIDE PLAM OPEN UPPER CABINET WITH (2) ADJ. SHELVES. PROVIDE APRON FOR SHELVES. SEE DETAIL 12. NO DOORS, TYP. 25° DEEP PLAM COUNTERTOP AND 4° PLAM BACKSPLASH B/S 24" DEEP PLAM LO ER CABS. WITH DOORS, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. ELEVATION @ SAMPLE ROOM #117 3/8 " =1-0" ,11 I ELEVATION @ SAMPLE ROOM #117 3/8" =1' -0" 3 EQ. EXISTING COLUMN NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. DEMO EXISTING CASEWORK. MODIFY EXISTING CASEWORK TO ACCOMODATE NEW B/S DISHWASHER, COLOR TO BE BLACK. ELEVATION @ BREAK ROOM #110 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20" WIDE PLAM OPEN UPPER CABINET WITH ADJ. SHELVES. NO DOORS, TYP. WALL ANGLES Ql SCHEDULED BASE. 20" 20" f (SEE 12/TI -6 HEAD TO BE AT UNDERSIDE OF HUNG CEILING B/S RELITE FRAME. 3M FILM. BUTT JOINT SAFETY GLASS, TYP. LU Lu W cn W 0= co " 0 i , 1-- ti O ca Il NEW PARTITION ELEVATION @ RECEPTION #100 3/8" =1' -0" 9 ELEVATION @ SAMPLE ROOM #117 3/8" =1' -0" 1x4 PLAM APRON. VERIFY WITH TENANT. VERTICAL MELAMINE SUPPORT BEYOND. 121 DETAIL @ PLAM APRON '1-1/2" =1' -0" EXISTING CASEWORK TO REMAIN EQ i EQ k CLEARANCE FOR DISHWASHER 2 3/8" THICK, 10° DEEP POLISHED EDGE GLASS SHELVES WITH METAL BRACKETS. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH D• I'S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. 36" J 1 36° 1 k EQ NEW B/S 12" DEEP PLAM UPPER CABS. WITH DOORS. EQ EQ X EQ EQ 6 I ELEVATION @ RECEPTION #100 CONTRACTOR TO PROVIDE B/S FULL SIZE REFRIGERATOR. PROVIDE FINISHED FRONT PANELS ON BOTH SIDES OF DISHWASHER, MAX DIM. 4 -1(e0 r X CIT`! t: - JAN CI g 3/8" =1' -0" 3/8" =1' -0" GOD RIALO IO C "SLO P 1 i6t Uti "4.I f-1 NO. SOUTHCENTER CORPORATE SQUARE BUILDING 8 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 Marvin Ste planning 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: AP JOB NO.: 99135.048 CHECKED BY: LB,SN REVISIONS /ISSUANCE: sociates, LLC design DATE: 11/27/07 SCALE: AS NOTED REVISIONS INDICATED THUS n TENANT: SHEET TITLE: SHOWA CO. (USA) INC. REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2007. DATE FIRST FLOOR ELEVATIONS AND SECTIONS TI -5 OF 7 p SOUTHCENTER CORPORATE SQUARE CLEARANCE FOR REF — N / u u\\ . . /1)N. . . / 0 0\N . . . N. v . . . . v . HEAD TO BE AT UNDERSIDE OF HUNG O. BUTT I JOIN I SAFETY GLASS, TYP. B/S RELITE FRAME. BASE, AS SCHEDULED. 1 0" 4x 3 EQ � 1' -0" it ELEVATION @ OFFICE #101 w w i 1 f I 5 EQ 3/8" =1' -0" B/S 15" MELAMINE ADJUSTABLE SHELVING WITH STANDARDS AND BRACKETS @ 36" MAX. SPACE FOR 41 QUART WASTEBASKET. B/S 25" DEEP P q WORK SURFACE WITH 4" BACKSPLASH AND OPEN SHELVING BELOW. SCHEDULED BASE. 4 I ELEVATION @ SUPPLY ROOM #111 3/8" =1' -0" B/S 12" DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES. NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM CD LOWER CABS. WITH DI •'S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. N EQ EQ i i EQ i EQ 18" MIN 7 ELEVATION @ RECEPTION #115 3/8" =1' -0" NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20" WIDE PLAM OPEN UPPER CABINET WITH (2) ADJ. SHELVES. PROVIDE APRON FOR SHELVES. SEE DETAIL 12. NO DOORS, TYP. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH DI • "S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. f ft 20 f i N . N/ 28° CD Co kr CO 10 B/S 12" DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH Di •'S DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. t EQ EQ EQ EQ 'I EQ EQ i 0 CO 5 ELEVATION @ OPEN WORK AREA #103 3/8 " =1' -0" CO TI -5 12 I f L 20" 20" 20° f FINISHED END ANGLES BACK 20" 20" 1 3/4" VERTICAL MELAMINE SUPPORTA TYP. 20" DEEP x 20° WIDE PLAM WALL CABINET WITH ADJ. SHELVES. NO DOORS, TYP. 8 I ELEVATION @ WORK ROOM #117 3/8" =1' -0" CO M "Cr J r 20" 20" 36" 36" 20" 1 7 .-SEE 12/TI -6 X N. . . N. . . N. N. . N. . Ni N. i 1 NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20° WIDE PLAM OPEN UPPER CABINET WITH (2) ADJ. SHELVES. PROVIDE APRON FOR SHELVES. SEE DETAIL 12. NO DOORS, TYP. 25° DEEP PLAM COUNTERTOP AND 4° PLAM BACKSPLASH B/S 24" DEEP PLAM LO ER CABS. WITH DOORS, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. ELEVATION @ SAMPLE ROOM #117 3/8 " =1-0" ,11 I ELEVATION @ SAMPLE ROOM #117 3/8" =1' -0" 3 EQ. EXISTING COLUMN NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. DEMO EXISTING CASEWORK. MODIFY EXISTING CASEWORK TO ACCOMODATE NEW B/S DISHWASHER, COLOR TO BE BLACK. ELEVATION @ BREAK ROOM #110 3/4" VERTICAL MELAMINE SUPPORTS, TYP. 20" DEEP x 20" WIDE PLAM OPEN UPPER CABINET WITH ADJ. SHELVES. NO DOORS, TYP. WALL ANGLES Ql SCHEDULED BASE. 20" 20" f (SEE 12/TI -6 HEAD TO BE AT UNDERSIDE OF HUNG CEILING B/S RELITE FRAME. 3M FILM. BUTT JOINT SAFETY GLASS, TYP. LU Lu W cn W 0= co " 0 i , 1-- ti O ca Il NEW PARTITION ELEVATION @ RECEPTION #100 3/8" =1' -0" 9 ELEVATION @ SAMPLE ROOM #117 3/8" =1' -0" 1x4 PLAM APRON. VERIFY WITH TENANT. VERTICAL MELAMINE SUPPORT BEYOND. 121 DETAIL @ PLAM APRON '1-1/2" =1' -0" EXISTING CASEWORK TO REMAIN EQ i EQ k CLEARANCE FOR DISHWASHER 2 3/8" THICK, 10° DEEP POLISHED EDGE GLASS SHELVES WITH METAL BRACKETS. 25" DEEP PLAM COUNTERTOP AND 4" PLAM BACKSPLASH B/S 24" DEEP PLAM LOWER CABS. WITH D• I'S, DRAWER, (1) ADJ. SHELF, AND 4" TOE KICK. 36" J 1 36° 1 k EQ NEW B/S 12" DEEP PLAM UPPER CABS. WITH DOORS. EQ EQ X EQ EQ 6 I ELEVATION @ RECEPTION #100 CONTRACTOR TO PROVIDE B/S FULL SIZE REFRIGERATOR. PROVIDE FINISHED FRONT PANELS ON BOTH SIDES OF DISHWASHER, MAX DIM. 4 -1(e0 r X CIT`! t: - JAN CI g 3/8" =1' -0" 3/8" =1' -0" GOD RIALO IO C "SLO P 1 i6t Uti "4.I f-1 NO. SOUTHCENTER CORPORATE SQUARE BUILDING 8 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 Marvin Ste planning 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: AP JOB NO.: 99135.048 CHECKED BY: LB,SN REVISIONS /ISSUANCE: sociates, LLC design DATE: 11/27/07 SCALE: AS NOTED REVISIONS INDICATED THUS n TENANT: SHEET TITLE: SHOWA CO. (USA) INC. REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2007. DATE FIRST FLOOR ELEVATIONS AND SECTIONS TI -5 OF 7 p SOUTHCENTER CORPORATE SQUARE CLEARANCE FOR REF NA 117 B AREA OF WORK 1 1001 3135393131=9951 539 115 ...s■■ as 951 11:119511511139911919 rea ®NIM mde - wa 1 114 1 11131 SCALE: 1/8" =1' -0" AREA OF WORK v Cia E!EVESESSIBITOR 122215191151993951 1253 1 112 1 [ 111 1 FIRST FLOOR PLAN ° 5' 10' 20' 30' I I 11071 NORTH 1 i I I 1 1 1081 109 1 p 0 4 II (0 GENERAL ELEC./COMM NOTES: 1. PROVIDE NECESSARY ELECTRICAL TO CYPHER LOCK SYSTEM. SEE TI -3 FOR LOCATIONS. 2. CONTRACTOR TO UTILIZE EXISTING WALL OPENINGS AS IS POSSIBLE. 3. CONTRACTOR TO REPAIR ALL DAMAGED WALLS AND PREPARE FOR PAINT. REMOVE ANY BLANK FACE PLATES AT OUTLETS NOT SCHEDULED TO BE REUSED. PATCH WALL AND PREP FOR PAINT. 4. REMOVE EXISTING FURNITURE WHIP OUTLETS. 5. REMOVE ALL ABANDONED CABLES. 6. CONTRACTOR TO COORDINATE WITH TENANT ON THE INSTALLATION OF CAT5E OR BETTER CABLE. KEYNOTES: O PROVIDE NECESSARY ELECTRICAL TO TENANT SUPPLIED INTERCOM /CAMERA SYSTEM. COORDINATE WITH TENANT. O PROVIDE NECESSARY ELECTRICAL TO RECESSED PROJECTION SCREEN IN CONFERENCE RM. COORDINATE WITH TENANT. O CONTRACTOR TO PROVIDE & INSTALL COPPER GROUNDING BAR @ CEILING. a CONTRACTOR TO PROVIDE & INSTALL 1/2" PLYWOOD ON ALL WALLS IN SERVER ROOM. PAINT TO MATCH WALL COLOR. B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET B/S WALL MOUNTED DEDICATED 120V 20A DUPLEX ELECTRICAL OUTLET B/S WALL MOUNTED FOURPLEX ELECTRICAL OUTLET B/S WALL MOUNTED DEDICATED FOURPLEX ELECTRICAL OUTLET fla BLANK FACE PLATE 1-e B/S WALL MOUNTED COMBINATION VOICE/DATA OUTLET 8 e 4 CORE DRILL FOR POWER, VOICE & DATA AS SHOWN (# = QUANTITY OF CONNECTIONS). REVIEWED FOR CODE COMPLIANCE APPROVE j,N 1 6 2CM OW Of -Tukwila 1 , # NEW WALL MOUNTED VOICE/DATA CONNECTION TO TENANTS FURNITURE PANEL SYSTEM (1) ' VOICE AND (1) DATA LINES PER WORKSTATION. (# = QUANTITY OF WORKSTATIONS SERVED). NEW WALL MOUNTED JUNCTION BOX CONNECTION TO TENANT'S FURNITURE PANEL SYSTEM - POWER FOR (1) DUPLEX ELEC. OUTLET PER WORKSTATION. (# = QUANTITY OF WORKSTAIONS SERVED). 'N' NEW TO MATCH EXISTING B /S. NOTE CITY C H } ILA ALL OUTLETS TO BE MOUNTED 15' A.F.F. - TO BOTTOM OF OUTLET PER W.S.B.F. REQUIREMENTS U.N.O. JANI 0 ALL DATA & COMMUNICATION LINES TO BE ROUGH -IN ONLY (MUD RING W/ PULL WIRE) ct�ivlt 9 t.+�l 3. ! LIB ELECTRICAL/COMMUNICATIONS LEGEND NO. TENANT: SHEET TITLE: planning CHECKED BY: LB.SN REVISIONS /ISSUANCE: REVISIONS INDICATED THUS I\ SOUTHCENTER CORPORATE SQUARE BUILDING 8 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 REGISTERED RGHITI+GT HOU STA a E WASI Marvin Ste :::sociates, LLc design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: SH JOB NO.: 99135.048 DATE: 12/12/07 SCALE: AS NOTED DATE SHOWA CO. (USA) INC. FIRST FLOOR ELEC. /COMMUNICATIONS PLAN REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2007. TI -6 OF 7 FINISH SCHEDULE SYMBOL/NO, DESCRIPTION MANUFACTURE STYLE COLOR/FINISH MODEL SIZE CONTACT NOTES GENERAL CARPET SHAW DIVIDE CALCULATE NA 12' ROLL NA INSTALL OVER PAD I CPT -1 I ACCENT CARPET LEES IVES LH796 BIRCH BARK 208 NA 12 ROLL NA INSTALL OVER PAD CPT -2 FLOORING TBD TBD TBD NA NA NA NA FL-1 0 GENERAL PAINT ICI PAINTS NA STONE HARBOR A1775 NA NA NA 1 COAT PRIMER, 2 COATS EGGSHELL 0 ACCENT PAINT ICI PAINTS NA PACIFIC PINES A0978 NA NA NA 1 COAT PRIMER, 2 COATS EGGSHELL 0 ACCENT PAINT ICI PAINTS NA NEUTRAL ` NA NA NA 1 COAT PRIMER, 2 COATS EGGSHELL 0 ACCENT PAINT ICI PAINTS NA MONTEREY CLIFFS A1785 NA NA NA 1 COAT PRIMER, 2 COATS EGGSHELL 0 ACCENT PAINT ICI PAINTS NA NA NA NA 1 COAT PRIMER, 2 COATS EGGSHELL 0 ACCENT PAINT ICI PAINTS NA TBD NA NA NA 1 COAT PRIMER, 2 COATS EGGSHELL 0 DOOR/RELIGHT FRAME PAINT ICI PAINTS MONTEREY CLIFFS A1785 NA NA 1 COAT PRIMER, 2 COATS SATIN ENAMEL RUBBER BASE ROPPE 4° COVED BLACK P100 NA NA NA NA (RBA ) PL -1 PLASTIC LAMINATE WILSONART NA NA NA NA NA PL -2 PLASTIC LAMINATE WILSONART NA NA NA NA VINYL COMPOSITION TILE ARMSTRONG STANDARD EXCELON NA 12°X12° TILE NA NA VCT -1 VINYL COMPOSITION TILE ARMSTRONG STATIC DISSIPATIVE TILE 51950 MARBLE BEIGE NA 12X12" TILE NA NA S DRAWN BY: LW JOB NO.: 99135.048 CHECKED BY: LB,SN DATE: 12/12/07 SCALE: AS NOTED REVISIONS /ISSUANCE: NO. SOUTHCENTER CORPORATE SQUARE BUILDING 8 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 Marvin Ste planning sociates, LLC design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 REVISIONS INDICATED THUS A REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2007. DATE TENANT: SHOWA CO. (USA) INC. SHEET TITLE: FIRST FLOOR FINISH PLAN TI -7 OF 7 t 77 - 7.777 FINISH NOTES: 1. ALL WALLS TO RECEIVE 2. ALL ROOMS TO RECEIVE SERVER ROOM CPT -1 AREA OF WORK WORK ROOM 117 I UNLESS NOTED OTHERWISE. 3. BASE R( TO BE USED THROUGHOUT UNLESS NOTED OTHERWISE. 2E5 1221112212123222222211 UNLESS NOTED OTHERWISE. I CPT -1 I RECEPTION a 4 II J I l 1 114 I CLOSET OFFICE 1 101 I 11211 ® 1211EIEEEZEISE ® IZEEE11111222E1 112111 ® 1111211EISEEEIGE t® r 1 113 1 OPEN WORK AREA FIRST FLOOR PLAN SCALE: 118" =1 OPEN WORK AREA 112 OFFICE 5' 1 5' 10' AREA OF WORK o — 1e11rI•F1■ OPEN WORK AREA H 104 1 SUPPLY ROOM BREAK ROOM 20' STORAGE 30' OPEN WORK AREA 1 106 ■ — 2212111 w 12/1121121512222222 IRS 111121211E0222211222 2E2 =1 NEI NORTH , _4_ 212222122221211E12211 1E2 I 0 3 OFFICE CONFERENCE f 1081 (e RE fl ' 'gin nry 11r,N 0 ,J P hivit