Loading...
HomeMy WebLinkAboutPermit D07-117 - SOUTHCENTER CORPORATE SQUARE - VENDING - TENANT IMPROVEMENTPUBLIC AMENITIES VENDING 635 ANDOVER PK W D07 -117 Parcel No.: 2623049143 Address: 635 ANDOVER PK W TUKW Suite No: Tenant: Name: PUBLIC AMENITIES - VENDING Address: 635 ANDOVER PK W , TUKWILA WA Owner: Name: SOUTHCENTER CORPORATE SQUARE Address: 150 CALIFORNIA ST , SAN FRANCISCO CA 94111 Phone: Contact Person: Name: TAMARA GENZALE Address: 810 THIRD AV, SUITE 140 , SEATTLE WA 98104 Phone: 206 - 903 -0662 Contractor: Name: D P INC GENERAL CONTRACTORS Address: 19909 BALLINGER WAY NE , SEATTLE, WA 98155 Phone: 206 -361 -2989 Contractor License No: DPINCGC066BU DESCRIPTION OF WORK: TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING OFFICE SPACE. THE WORK CONSISTS OF DEMOLFIZON AND CONSTRUCTION OF PARTITIONS, DOORS AND OTHER FEATURES. Value of Construction: $18,000.00 Fees Collected: $604.21 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC-10 /06 City f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 117 Issue Date: 04/23/2007 Permit Expires On: 10/20/2007 Expiration Date: 01/31/2008 D07 -117 Printed: 04 -23 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oriTukwila 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 Number: D07 -117 Issue Date: 04/23/2007 Permit Expires On: 10/20/2007 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: Print Name: doc: IBC -10/06 DU K (i r Date: 0412*- I hereby certify that I have read and = ed this permit and know the same to be true and correct. All provisions of law and ordinances 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 performance of work. I am a thorized to sign and obtain this development permit. Signature: G--1 —__....- �• Date: 9/Z3/6 y This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -117 Printed: 04 -23 -2007 Parcel No.: 2623049143 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 635 ANDOVER PK W TUKW PUBLIC AMENITIES - VENDING 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 14: ** *FIRE DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -117 ISSUED 03/29/2007 04/23/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE T. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 13: 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. D07 -117 Printed: 04 -23 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: 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 S 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) 18: 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) 19: 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) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 21: 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) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (182 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) doc: Cond -10/06 D07 -117 Printed: 04 -23 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 27: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: 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) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 31: 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) 32: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 33: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 34: 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) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 36: 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) 37: 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. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: 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. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Cond -10/06 D07 -117 Printed: 04 -23 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D07 -117 Printed: 04 -23 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 DG i � Pa d , g1r13�i-, Date: c4) D07 -117 Printed: 04 -23 -2007 Site Address:_ ‘35 A0 -j. F-tEo- Tenant Name: pu b Lir, AM 111 Property Owners Name: 11 A K4 �C Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 kup://www.ci.tukwilatva.us • OF • 10 Name: b .1 Mailing Address: E -Mail Address: Company Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: 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 ** 7.11% @i1)1111,e -CUM GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: E -Mail Address: Contractor Registration Number: O Applications-torn,-Applications On Line 3-2006 - Pcmut Applicmmn.anc Prr .e(I 4- 21116 Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: Suite Number: City New Tenant: Day T phone: rarrifimm Sap a ►i � , Fax Number: Company Name: 11Y-4114 Sit. -4-- s5flC. (Aat1 Mailing Address: i J 9\ L Ft f J - i; A- — y...t.A 1%19, I City Contact Person: t um zr ei 3 Sitipsotl Day Telephone: / 0LF Fax Number: )1Ol ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record State State State Floor: 7 ❑ Yes Zip ;;KNo CONTACT PERSON - who do we contact when your permit is ready to be issued 3 01# 2 Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record State Zi it l Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: 1'12e I of 6 BUILDING PERMIT INFORI■;TION - 206 - 431 - 3670 Valuation of Project (contractor's bid price): $_ � 0 Existing Building Valuation: S Scope of Work (please provide detailed information): .— egar _ CW Ix S Nth C StP E_ of r ot V •. 01 it:. —11 s. • •,_ • • ■ar ■ ...il Will there be new rack storage? ❑.....Yes y 1.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below '. Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck V KA-. Interior Remo e1 ,,nn Addition to Existing Structure Type of Construction per v - 5 Type of Occupancy per. . IBC 5 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that she principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: X Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ 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. 0: Applicationsfoms- Applications On Lmc i -2006 - Permit Application doc Revised: 9 -2006 hh Page 2of6 •S PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN NER OR ' IZED GENT: Signature Mailing Address: 0: Apphcations,Fnmu- Apphcaunn. On Line : -200i• - Permit Apphcanon.doe Revised: 4.200(, hh Zip Date Application Accepted: Date Application Expires: g -24 -01 Staff Initials: Page 6 of 6 RECEIPT NO: R07 -00726 Initials: BLH User ID: ADMIN Payee: DANE PEDERSON SET TRANSACTIONS: Set Member Amount 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:/lwww.ci.tukwila.wa.us SET ID: 0501 SET NAME: PUBLIC AMENITIES D07 -115 58.00 D07 -116 58.00 D07 -117; 58.00 TOTAL: 174.00 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Cash 174.00 TOTAL: 174.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 TOTAL: Payment Date: 05 /01/2007 Total Payment: 174.00 174.00 174.00 7684 05/02 9716 TOTAL 174.00 Receipt No.: R07 - 00458 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payee: SOUTBCENTER SQUARE SQUARE LLC RECEIPT Parcel No.: 2623049143 Permit Number: D07 -117 Address: 635 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 03/29/2007 Applicant: PUBLIC AMENITIES Issue Date: Initials: BLU Payment Date: 03/29/2007 10:14 AM User ID: ADMIN Balance: 60.00 TRANSACTION LIST: Type Method Description Amount Payment Check 1216 604.21 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 Payment Amount: 6604.21 363.46 236.25 4.50 Total: $604.21 doc: Receiot -06 Printed: 03 -29 -2007 Project: /D2 /.34? 4-7,--,,,, Type of Inspection: / - //t//Y Address: 4L35 :I ` 6/ /? /l (it, Date Called: Special Instructions: Date Wanted: _ _ - - 0 7 Requester: Phone No: r* -1 INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERM4NO. (206)431-3670 COMMENTS: 1 / i .ric.�c Insp or: 'Date: C ,, 58 .00 REINSPECTION FEE R QUIRED. Pri to inspection, fee must be paid at 6300 Southcenter Blvd Suite 100 ll the schedule reinspection. (Receipt No.: 'Date: Corrections required prior to approval. Project: L Z/ 6 /,' _Ofi, /mss Type of Inspection: r,,v / Address: G -c Qiaw- i 0 LW Date Called: Special Instructions: Date Wanted: a. m. Requester: Pho a No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION CZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Do PERMIT NO. Corrections required prior to approval. COMMENTS: Z ) a o � / ' 0 7 1 / 4 ( ( ,4s5L #' 6 << / /15 �% .6P /0-w FX,7 ci/ N — Inspecto $5B. REINSPECTION REQUIR . Prior to inspection, fee must be p -fd at 6300 Southcenter Blvd.. S • a 100. Call the schedule reinspection. pt No.: (Date: Pro' t: ?,6/. /t /V,h1/ S Type of Inspection: , 14Z /w6 U Address: (....1.5 /-9 A Cu Date Called: Special Instructions: Date CJ — / 7 -0 7 pm Requester: Phone No: X66- y23- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ...42Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit />)?-// 7 El Corrections required prior to approval. $ REINSPECTION FEE • €QUIRED. Pri to inspection. fee must be p. I . at 6300 Southcenter Blvd.. Suite 100. 6 : ll the schedule reinspection. !Date: Pro'e t: 2 /J6 7s fii fNi7 "5 Type of Infection: Ad ress: 4,i,, pp Date Called: Special Instructions: Date Wanted: w- 07 a p.m. Requester: Phone - V23 — 2 /e I / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1)67 - //7 PERMIT 206)d31- Approved per applicable codes. Corrections required prior to approval. COMMENTS: W#24-- A _/ / / 0 $58.' SPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: Tj e & c_ A-w. -- ,.,, -r L t 5 /Jt N v s N L Type of Inspection: SP. (_la Jt- Address: 6 3c, . j- kJ Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 0 - HI- off- s - I31 PERMIT NUMBERS 206 -575 -4407 - Approved per applicable codes. I - I Corrections required prior to approval. COMMENTS: (0 nspector: \ l ( Date: 6 i / Hrs.: . I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from /P 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 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Allowed Watts x ft (or x If) FOR Des E l �►A� GD FOR Covered Parking CrrYOFTIIJIL CODt COMPLIANCE 0.2 W /ft Note: 2004 SEC does not allow trading between covere b ipAC MAR 29 2nn7 Location (floor /room no.) Occupancy Description Allowed Watts per ft2 *• Area in ft Allowed x Area Allowed Watts x ft (or x If) FOR Des E l �►A� GD FOR Covered Parking CODt COMPLIANCE 0.2 W /ft Note: 2004 SEC does not allow trading between covere b ipAC Total Allowed Covered Parking Watts Open Parking MKs ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Location v (floor /room no.) v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Allowed Watts x ft (or x If) FOR Des E l �►A� GD FOR Covered Parking CODt COMPLIANCE 0.2 W /ft Note: 2004 SEC does not allow trading between covere b ipAC Total Allowed Covered Parking Watts Open Parking MKs Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Location Allowed Watts per ft or per If Area in ft2 (or If for perimeter) Allowed Watts x ft (or x If) FOR Des E l �►A� GD FOR Covered Parking CODt COMPLIANCE 0.2 W /ft Note: 2004 SEC does not allow trading between covere b ipAC Total Allowed Covered Parking Watts Open Parking MKs 0.15 W /ft Outdoor Areas APR 11 2011 I 0.15 W /ft Bldg. (by facade)' • A 0 0.15 W /ft Bldg. (by perim)' ...1 �� '�� 7.5 W/if 1. Choose either the facade area or the perime er met - . 1, uMt Total Allowed Bldg. Exterior Watts 2004 Seattle Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM Note automatic daylighting, occupancy sensor, and other control requirements of Section 1513, as applicable. Revised May 2005 Project Info Project Address SOUTHCENTER CORPORATE CENTER- BLDG 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 Applicant Name: Applicant Address: Applicant Phone: p Project Description Date 3/22/2007 For Building Department Use FILE COPY ...,,:�• r r� El New Building ❑ Addition El Alteration Bld > 5000sf, auto shutoff req. an Ps n is 7 Indicate controls (Sections 1513) including/commissioning requirements on plans. Compliance Option Prescriptive 0 Lighting Power Allowahce 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ® Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. lowed Li Watta (Interior) Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Provosed Lighting Wattage (Interior). List all fixtures. For exemp lighting, not exception and leave Watts /Fixture blank. aximum Allowed Li Wattage (Exterior) Input wattage. For tixtures with h ard - wirec oauasts only, Pro Li Watta (E error a eau tr'�table in the NREC Technical Reference Manual may also be used. Total Proposed Watts may not exceed Total Allowed Watts for Exterior ota Propose W P YV ACTIVITY NUMBER: D07 -117 DATE: 4 -23 -07 PROJECT NAME: PUBLIC AMENTIES - VENDING SITE ADDRESS: 635 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS* 2 44 • ivision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Planning Division El Permit Coordinator n DUE DATE: 4 -24 -07 Not Applicable El DUE DATE: 5-22 -07 ACTIVITY NUMBER: D07 -117 DATE: 3 -29 -07 PROJECT NAME: PUBLIC AMENITIES - VENDING SITE ADDRESS: 635 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # before Permit Issued DEPARTMENTS: B i • g • Ivision Publi W rks PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [V Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO ING: Please Route DI Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS 2-28-02 PERMIT COORD COPY 611 (1 Fire Prevention PIa' nning Division Structural ❑ Permit Coordinator n DUE DATE: 4 -3 -07 Not Applicable ❑ DUE DATE: 5 -1 -07 Approved ❑ Approved with Conditions Fg Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: / l t.t f, it. kvr 1 -n ot ILA Received by: Da h. 42_ Peciersefri REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: iliteki L 1 fl i SITE ADDRESS: REVISION LOG PERMIT NO: W{" I i ORIGINAL IS DATE: Ott (please print) (please print) (please print) (please print) (please print) City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax; etc. Date: 11 Z / w° Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Vppiiationulforms- applications on Une revision submittal Crested: 1-13-2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: jrttp : //www.cstukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director FIECEWED (Inv TiNwitA 'APR 23 2007 Project Name: akw ( fCM 1'11 - VVNbIf (r Project Address: L, Contact Person:Dclh Ped,e(3.et- °r ) awi 664 V e-Phone Number: (2o57S -3080 .or(Z0) 94? 66 2 Summary of Revision: I .vt i 4-1 c., l (` `frke, u Ji �" ~ �1' * 1 C cyr to Q `Pd b Q- 4 ( rw , CcdAyo - - a - L & - ce) c r J a C , Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by / 0 Entered in Permits Plus on 231A- 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, Electric; Rn 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 /lnilbbip /printer.aspx ?License= DPINCGC066BU 04/23/2007 ACT ACOUSTICAL CEILING TILE LLOTE BY LANDLORD AT TENANTS EXPENSE ADJ ADJACENTIADJUSTA9LE LINEAL FOOT LF AFF E FINISH DOOR MAX MAXIM ALT ALTERNATE MECH MECHANICAL ALUM ALUMINUM MFR MANUFACTURER APPROX APPROXIMATELY MIN MINIMUM @ AT MISC MISCEUANEOUS BLDG BUILDING MTO MOUNTED , M B BUILDING STANDARD MW MICROWAVE OVEN !S BUILDING METAL WS MW CAB CABINET N AORTAL. NEW CLR CLEAR/CLEARANCE WA NOT APPLICABLE CIA CEILING NC NOT IN CONTRACT CL CENTERLINE NO NUMBER COL COLUMN NOM NOIRE 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 DIAMETER PL PLATE DIM DIMENSION PLAM PLASTIC LAMINATE OR DOOR PLYAND PLYWOOD ow DISHWASHER PR PAIR DWG DRAWING PTR PARTITION M E EXISTING. EAST R RADIUS. REMOVE, RELOCATE EA EACH RB RUBBER BASE ELEC ELECTRIC REF REFRIGERATOR ELECT ELECTRICAL REN F REINFORCING ELEV ELEVATION (MEW) RECTO REQUIRED EXIST EXISTING REV REVISION, REVERSE EXT EXTERIOR RM ROOAll FIN FINISH RO ROUGH OPENING FLR FLOOR S SOUTH FLUOR FLUORESCENT SCHEO SCHEDULE FR FIRE SC SOLID CORE FT FEET SECT SECTION FURN FURNISIWURNiSHINGS SIM SIMILAR GA GAUGE SPEC SPECIFICATION GALV GALVANIZED SQ SQUARE GO GARBAGE DISPOSAL STD STANDARD a. GLASS/GLAZING STL STEEL GWB GYPSUM WALL BOARD ST OR STORAGE HC HOLLOW CORE SUSP SUSPENDED HDW HARDWARE TEL TELEPHONE HM HOLLOW METAL TYP TYPICAL HT HEIGHT 1140 (RILES NOTED OTHERWISE HVAC HEATING. VENTILATING, VCT VINYL COMPOSITION TILE AiR CONDITIONING VERT VERTICAL IN INCH W WEST WI WITH INCL INCLUDE NsUI INSULATION WO WITHOUT ANT INTERIOR YAC WALLOOVERING sr WOOD JOINT WSBF WASHiNGTON STATE BARRIER FREE THE CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED CEILING TILE AND GRID AS NECESSARY TO MATCH EXtS PING ADJACENT LINO. PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT, THE CONTRACTOR IS TO FIELD CHECK FOR ANY CONFLICTS WITH EXISTING MECHANICAL DUCT WORK. ELECTRICAL CONDUIT, FIRE SPRINKLERS. PIPES, ETC. AT EVERY LiGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFLICT EXISTS, THE CONTRACTOR IS TO NOTIFY NMOF THE CONFLICT(S) SO A NEW LAYOUT CAN BE GENERATED. NO LIGHT FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED. THE CONTRACTOR SHALL PROVIDE EMERGENCY PATHWAY LIGHTING PER CODE. THE CONTRACTOR SHALL PROVIDE AUDIBLE AND VISUAL ALARMS PER CODE. ALL LIGHTING AND CONTROLS SHALL BE BiS, LINO. THE CONTRACTOR SHALL SATISFY THE LIGHTING SPECIFICATIONS BASED ON THE AVAILABLE ELECTRICAL VOLTAGE. CONTRACTOR SHALL COMPLY WITH ALL AUTOMATED SHUT -OFF CONTROLS. SWITCHING, SENSORED SWITCHES, TIMED SWITCHES, AND TESTING AND COMMISSIONING REQUIREMENTS. DOCUMENTS SHOW SCHEMATIC SWITCH LOCATION ONLY. ALL 618 EXIT UGHTS SHALL BE 'LED' STYLE AND LESS THAN 5 WATTS/FIXTURE, UNO. SEE THE RE FLECTED CEILING PLAN FOR LIGHTING CALCULATIONS. SOUTH CENTER CORPORATE BUILDING 360 ANDOVER PARK TU K WI LA, WA Perna ' Plan Wes approval to errors / �popnli8 C�n�trt.•dh.� d OGJfliBftLli dOPS � d blatlO tl Cf Et1' i.'�OC'p�'Cd OOfi9 Qr e ppNt>VCC! I': ~'J �`/ �.� S w S 8 WEST 98188 a 110ft� Oi�iltffO antr'• R+90Ei� ' 1� eil 00 111 �` O' Q D i • 1r S BLVD. ' 111 .... . j [_ i.. I ri :',16 \ . � j N j a �d Z °' 1 ) o f AREA = , -,-,-' 'te r ; K.! I - MINKLER 6LVD. S IT E * , i IPA tu UPLAND DR 0 w MIDLAND' Dom- . �� 1TiI ANDS. - r u * 1 e (� <1 I> O RTH NORTH ` l J N ORTH 1 LIGHTING AND CEILING NOTES 2 VICINITY MAP NTS 3 SITE PLAN NTS o : 1 (-Re C.$10 BUILDING DIVISION • ( � Q Q 4 T Q Q Q Q J) I I I I I I ( l� Q T I I I I I tl I I -O -0' EXISTING BfS 2'-0' x 4'-O' RECESSED FLUORESCENT LIGHT FIXTURE TO REMAIN , � I I _:R mll I I I I I f — 1 RELOCATED BJS 2'-0' x 4 RECESSED FLUORESCENT LIGHT FIXTURE r--v- --- -_ -- - -_ - . - soak= NO changes shall be made to the scope '' :'• without pTlor approval CI t:c �, r ct -~ ��� ^ -1►:i3 Quil�:rtc� .ail'! ;J_ ,. . P.OTE: Revisions will require a new p'.. e:I�3.. :.`. -1 and may include additional plan review lS. t I - - - - 1 EXISTING BIS 7.0' x 4'-0' RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVED1RELOCATED L - - - -J _ �_- NEW WS RECESSED DOWNUGHT FIXTURE F OR t � e 0 REVIEW NCE C� M �^� ® BLS EXiT SIGN N= NEW. E#JQSTING (DIRECTIONAL WHERE SHOWN AQPRO NEW 61S SWITCH t ect 2 A 20 . i ;lie ALL FIXTURES ARE B1S UNLESS NOTED OTHERWISE. t -h ha SEE LIGHTING CALCULATIONS FOR ENERGY USAGE AND WATTAGES. IN D1V S ? _ AREA O F WORK - - Marvin Stei planning 2221 Fifth Avenue, Seattle, , , ., 1,1-•C C 1� design Wwhington 98121 (206) 441 -1449 - -0 i//% 1 I% 'I j . [TZ� + i �' �► . i - = == �\ `� a 4 LIGHTING LEGEND NA SCOPE OF WORK , / ' - ° - - A NORTH PARTIAL FLOOR TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING OFFICE SPACE WHICH IS APPROXIMATELY 625 U.S.F. THE WORK CONSISTS OF DEMOLITION AND CONSTRUCTION OF PARTITIONS. DOORS, OTHER FEATURES Q OFFICE AREA AND CORRIDOP. THERE IS NO STRUCTURAL OR CORE AND SHELL WORK 5 ABBREVIATIONS NA 6 FIRST FLOOR - KEY PLAN NTS DRAWN BY: XH JOB NO.: 99135.004 CONSTRUCTION TYPE: TYPE V -B I SEPARATE PERMIT )�UIRE� �� i � Pkimbing �� g BUILDING N CONTRACTOR STATE CONTRACTOR SPECIFICATIONS. CONTRACTOR ANY CONTRACTOR WS CONTRACT ElAMRPEES ALL PERFORMED ALL RURMTURE ALL TENANTS CONiRAACTOR CONTRACTOR TIE THE SOURCES. NOT P THERE DO ORS8 AND ALL SHALL PROVIDE ALL WORK AND MATERIALS IN ACCORDANCE WITH APPLICABLE CM, COUNTY, AND FEDERAL BUILDING AND FIRE CODES- SHALE BE GOVERNED BY ALL CONDITIONS AS INDICATED N IE T CONTRACT DRAWINGS >L SHALL VISIT JOB SiTE AND VERIFY ALL REED DIMENSIONS AA'D CONDITIONS AND NOTIFY MSBA OF PANpES BEFORE PROCEEDING WITH WORK SHALL OBTAIN ALL PERMITS MD MPRtOVALS INDICATES STANDARD' AS PROVIDED BY LANDLORD AS DRAWN AN1 lR SPECIFIED IN BUILDING DOCUMENTS. F NOT SPECIFIED. CONTRACTOR SHA SEE ADJACENT SPACES FOR EXISTING AID OONDtT10NS. WALLS A ND C EILINGS TO BE �Y SUPPORTED FOR SEISMIC CONDITIONS MECHANICN, ELECTRICAL , PLUMBING, FIRE ALARM AND SPRINKLER AND SECURITY DESIGN SHALL BE BY THE CONTRACTOR FURNITURE DESIGN WPM ON PLANS IS SCHEMATIC OM.YANDNOT N CONTRACT. UNO. TENANTS VENDOR SHALL FIELD VERFY PREMISE FOR LAYOUT CONFIGURATION AND CLEARANCES. VOICE/DATA AND CABLING DESIGN SHOWN ON PLANS IS SCHEMATIC ONLY AND NOT N CONTRACT. NANO. CABLING VENDOR SHALL VERIFY TENANTS REQUIREMENTS AND FIELD COIDMiIONS. THE SI,ALL PROVIDE ROUGH -N AS NOTED. COORDINATION /WD SCIEOULANG FOR THIS PORTION OF WORK FOLLO ANG DRAWINGS ARE BASED ON ELECTRONIC *FORMATION DERIVED FROM A NUMBER OF WINE DEEMED tt9JA9lE. MS&A CANNOT BE IUD RESPOMPEBE FOR INFORMATION FROM OTHERS FRDVERIFlED OR WHICH HAS BEEN ALTERED BY OTHERS. CONTRACTOR THE CONTRACTOR CONSTRUCTION. CONTRACTOR 'EXISTING FRAM CONTRACTOR BEING CONTRACTOR ADJACENT THE LOCATED CHANGES CONTRACTOR CONTRACTOR MARSHAL WALL IS RESPONSIBLE FORAM NECESSARY DEMON iT10N D TO COMPLETE THE WORK AS DESCRIBED ON CONSTRUCTION DOCUMENTS. SHALL PROTECT ALL EXISTING FISHES AND ASSEMBLIES NOT BEING REMOVED OR ALTERED DURING SHALL PROVIDE NEW FRAMING AND FNISHES THAT ARE FLUSH. CONSISTENT MD N AUGMENT WITH CONDOMS. N THE EVENT OF FRAMING SIZE DIFFERENCES. THE CONTRACTOR SHALL FURR OR ADJUST T DESCRIPTION AS REQUIRED FOR PROPER AUGMENT. SNWY VERIFY MINIMUM FRAMING S ZE REQUIRED FOR ELECTRICAL, MECNMIK',AL AND PLUMBING FEATURES INSTALLED BY DESIGHBULDANO ADJUST THE FRAMING ACCORDINGLY. SWILL PATCH TO WATCH MD PREPARE FOR FINISH AT ALL LOCATIONS VVHIERE EXISTYNG ASSUMES ARE TO DEMOLISHED OR ALTERED ASSEMBLES- SCOPE OF WORK Stall INCLUDE BOTH SIDES OF ALL tEWASSEMBUES DEPICTED ON THE DRAWINGS EVEN WHEN IN AN ADJACENT LEASE SPACE NO PART OF 'REWORK IS TO BE LEFT UNRNISHED U.N.O. TO SPECFICATTONS CAN BE TRADE F APPROVED BY MSIIA, THE BULDN G MANAGEMENT AND THE TENANT. SWILL SUPPLY ALL REQUIREDJ J NOTION BOXES. COVERS MD ACCESS DOORS AS NECESSARY. VERIFY ' STS SifAIL CONFIiAI TYPE NOT LOCATION OF FIRE E�MIDiORt CARNETS 11TH THE GOVERNING FILE BEFORE NSTALLATO NOT N. IF N SPECIFIED ON DRAWINGS. CHECKED BY: WE DATE: 03 22 07 SPRINKLERS: SPRINKLERED VERTIC.AL WIRE RANGER 12 GAUGE 0 OR NO. 10 GAUGE 0 S4 O.C. ALONG EACH rik, MAIN RUNNER. HEAVY GAUGE' SCALE: AS NOTED OCCUPANCY: B - OFFICE REVISIONS v ONCE: AREA OF WORK: SF • PARCEL ID: 51- 0599163 VERTICAL STRUT 0 124 EACH DIRECTION FASTENED TO MAN RUNNER AND CUT TIGKR TO STTtIUCTURE AtIOVE.HELD NPLACE BYVERTICAL t WIRE LANCER AND HEAVY GA1)GE WERE PIN. DUTY MAIN RUNNER AT 4-0' O_C. \ i -- HEAVY D 1 i I , 1 `, ∎ I I!i ! �j � � NO. REVISIONS INDICATED THUS 0 DATE CORRIDOR REVISION 04 11 07 LEGAL DESCRIPTION : ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CRY OF TUOILA COUNTY OF KING STATE OF WASHINGTON. BENNG A PORTION OF THE EAST 112 OF THE NORTHWEST 114 OF THE SOUTHEAST 114 OF SEC. 26. T23N. R4E; W M .M ©BEIG MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGININGAT THE INTERSECTION OF THE NORTHERLY LINE OF SAID SOUTHEAST 11411TH THE WESTERLY MARGIN OF ANDOVER PARK WEST (997H AVENUE SOUTH). DISTANT ALONG SAID NORTHERLY LINE NB8'OS 42'W 1369.34 FELT FROM THE NORTHWEST CORNER OF SAM SOUTH- EAST QUARTERS THENCE FROM SAID POINT OF BEGINNING ALOUD SAD WESTERLY MARGIN 501 451.30 FEET; THENCE LEAVING SAID WESTERLY MARGIN TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TOME RIGHT HAVING A AND RADIUS OF 50.00 FEET D A CENTRAL ANGLE OF 9r639', AN ARC LENGTH OF 7&64 FEET TOA POINT ON A LINE THAT IS PARALLEL TO AND 50140 SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST 1M; THENCE ALONG SAID PARALLEL UNE NBB'0512W 18 L90 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 261.00 FEEL WESTERLY OF THE EAST UNE F SAID EAST 12; HENCE ALONG LAST SAND PARALLEL LINE N01'4729"E 13600 FEET TO A POINT ON A UNE TWIT IS PARALLEL TO AND 365.40 FEET SOUTHERLY OF THE WE OF SAID SOUTHEAST 114; THENCE ALONG LAST SAID PARALLEL LINE S88'0542'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 111; THENCE ALONG LAST SAID PARALLEL LINE NO1'4729'E 100.00 FEET TO A PONT ON A LNE TWIT IS PARALLEL TO AND 265.40 FEET SOUTHERLY OF THE NORTHOP Y UNE OF SAID SOUTHEAST 114; THENCE ALONG LAST SAID PARALLEL UNE taros'42'W 1250 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 23600 FEET WESTERLY OF THE EAST UNE OF SAID EAST 12; THENCE ALONG LAST SAID PARAlLa LINE NN01 T2f rE 266.40 FEET TOA POINT ON THE NORTHERLY IRNE OF SAID SOUTHEAST 1.'4; THENCE ALONG SAID NORTHERLY LINE S8B°06 42"E 20600 FEET TOME POINT OF BEGINNING AND CONTAINING 2406 ACRES OF iAND MORE OR LESS APPLICABLE CODES: - - - —. —. _ — • VERTICAL STRUT FASTENED TO MAIN RUNNER te C tiOSSR UNNER INSTALIATIOR — - �. : TML PER LY1ERNATiONAL BUI DLNG CODE SECTION 803.9.1.1. AND 1621.1 'SUSPENDED ACOUSTICAL CERA'GS• AND ASCE T432 SUSPENDED CEILING SUPPORT DATA - - . . - CONTRACTOR SHALL PROVIDE THE MMA NUMBER BER OF MOUNTED FIRE E� REQUIRED BY CODE LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF LIN. 12 U.S. GAUGE SPLAYED W FOUR DIRECTIONS. % DEGREES APART AND CONNECTER TO THE WAIN RUNNER WTTHW T OF THE CROSS RUNNER AND TOME STRUCTURE ABOVE AT MANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 174 O.C. IN EACH DIRECTION. WITH THE FNRSTPOINT WITHIN 4' FROM EACH WALL PROVIDE LATERAL BRACING AT ALL CEILING AREAS GREATER THEN 144 SFSURROUNDED BY WALLS THAT CONVECT DIRECTLY TO STRUCTURE ABOVE. VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT A W M 16 S0 FT. OF CEILING AM) SADDLE -TIED AROUND MAN RUNNERS. PER 2003 DC SECTION 804.9.1.1. CROSS RUINERS ATTACHED TO MAN RUNNERS BY SADDLE TYING WITH ONE STRAW NO. 16 U.S. GAUGE TENURE. OR APPROVED EQWVAE ENT, PER 2003 SC SECTION 803 .M. DISCONTINUOUS ENOS OF CROSS-RUNNERS AND WUN RIMERS TO BE VERTICALLY SUPPORTED WiTHN 8' OF SUCH DISCONTAILI TES AS MAY OCCUR WHERE CEILING IS INTERRUPTED BY A WAN. CEILINGS OVER 2S0) SF MUST VESE aCSEP,ARAUON,aN,soRFtRHrPDGThAT CUING LP INTO AREAS NOT EXCEEDIN 2500 SF. X FOR CEtLNGS WO RIGID BRACING. DER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 RI. OVERSIZE RING. SLEEVE, OR ADAPTER THROUGH THE CLANG TLE TO ALLOW FOR FREE MOVEMENT OF AT LEAST I N N ALL HORIZONTAL DRECTONS:OR. SPRIER HEAD EXTENSION TO HAVE A SI NG JONI THAT CAN ACCONiIEiODATE 1 ROOF CEILING MOVEMENT NALL HOR<IONTAL DIRECiiONS. ',WAGES IN CEILING PLAN ELEVATION MALI BE PROVIDEO'NIiITH PosTf:VE BRACING. CABLE TRAYS AND ELECTRICAL CONK DUWTSSHALL BE SUPPORTED IM, IEPENDETITLYOF THE COLNGL CONTRACTOR SHALL VERIFY LATERAL BRACING AT DOSING CELUNG GRID & UPGRADE TO DETAILS spicvet NOTES: SHALL CONTRACTOR SL COORDINATE WITH TIE BUILDING MANAGEMENT CONSTRUCTION HOURS. SAND METHODS ALLOWABLE N THIS BURDINC� 7 CONSTRUCTION NOTES N+ — SHALL BE 4T CLEAR SPACE N FRONT OF THE PANEL SiDE OF VAV. BOXES. F LIGHTNG LAYOUT CREATES A CONFLICT; NOTIFY IMIS8A PRIOR TO ANY INSTALLATION. THIS IS TO INSURE NO FIELD REVISIONS Ill. BE REQUIRED TENANT: PUBLIC AMENITIES ( y E NDING SUITE) NTER'IATIONN. BUILDING CODE, 2003 EO0T10N, AS ADOPTED BY THE STATE OF WASTING NTERNATiONAL FIRE COOS, 2003 EDITION. AS ADOPTED BY THE STATE OF WASHINGTON. ICC A117.1, 2003 EDITION. WAS/WIGTON STATE ENERGY CODE (WSEC). WAC 51 -11 WASHINGTON STATE VENTILATION MD INDOOR A t QUALITY cOOE (WSVIAO) PROJECT DIRECTORY . CO ACTOR TO UPGRADE SESMIC BRACING AS REQl1fREO AT E)OSHNG CE1NG. CONTRACTOR TORS) VERFY ALL ELEMENTS MICAT ®AS DOSING ON RAINS NO D "° ATI°NWSLEE'PERFO BYUS&ASTAF'F HDWARE SWALL BE REUSED. RLOCATED OR NEW BASEDONAVALABLHTY SUTAUTY. HARDWARE SHALL BE TENANT ST AWARD MASK MATCH DOSING CON+DSTIONS. TI -1 COVER SHEET & DETAILS. 11-1A DETAILS TI-2 DEMOLITION PLAN & CONSTRUCTION PLAN TI-3 REFLECTED CEIUNG PLAN & PLAN PERMIT REPRESENTATIVE TAE RMETHER PARTNERS LLC 2ND Ki SE ECA BUILDING 1191 2ND AVE SUITE 1590 SEATTLE, TRIO (206)8154570(P) ('206)8151570(P) C381 1200(FAA '�"' "° E'- � � � SPACE L: a lanian t AR 2 3 200' SHUT 1111E FIRST FLOOR COVER SHEET & DETAILS j 4 , , `'�: �`. 8 GENERAL NOTES NA . IMAM STEND """ PERM1TCENTER SEAT �ON9h21 CONTACT: BRASIIPSON FAX (X6)4414361 TEL (Z06) U1 -14N9 * .14\1 I CONTRACTOR 1. CONTRACTOR SHALL VERFY LATERAL BRACING AT EXISTING CELNGG & UPGRADE TO CURRENT COOESAS NECESSARY 2 P OEN FSTFlERS SHALL NOT BE USED FOR TENSION LOADS APPLICATIONS. VIER R;V 3. THE GRM I I BE AT M D AT TWADJNT WALLS MD REPRODUCTION. ALLRATION OR R LN AUCN OF THIS 9 SUSPENDED CEILING SUPPORT DATA NA 10 NOT USED NA 11 LIST OF DRAWINGS NA 12 PROJECT INFORMATION/DiRECTORY NA MAIM LUDLOW DOWSS PERLA'S90N BY T IS A T I-I OF "` COPMGHT `AIL OOPIRIGHT �` OF 4 • • • • • • • • • • • 3 METAL STUDS STAGGERED 8 0.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 17 -0'. ATTACH TO STRUCTURE ABOVE WI POWER DRIVEN FASTENER 314' MW. (2} #f0 SCREWS FASTEN PARTITION HEAD TO CEILING 0 EXISTING. U.N.O. B/S WALL MOUNTED DUPLEX ELECTRICA!. OUTLET. H NEW BIS WALL MOUNTED COMBINATION VOICE/DATA OUTLET. EXISTING, U N.O., B/S WALL MOUNTED DEDICATED DUPLEX ELECTRICAL OUTLET. (T) = TIMER. Kg) EXISTING BLANK FACE PLATE. N NEW NOTES: S 0 U T H C E N T E R C O R P 0 RATES U A R E B UILDING 8 360 ANDOVER PARK WEST TU K WI LA, WA 98188 GRID ON WALL RUNS 114' NON-COMB. WD FILLER UNDER MAIN RUNNERS EXISTING WS CORRIDOR PARTITION TO REMAIN. EXISTING TO REMAIN. LESS THAN 17-0' AT CORRIDOR, DEMISING SEISMIC BRACING PER DETAIL C. AND SOUND PARTITIONS PROVIDE 4'-0' WIDE WS CONSTRUCTION NEW B/S DEMISING PARTITION. UN.O . SEE PLAN 2M-2 FOR LOCATIONS & 4R1-IA FOR DETAILS. = = EXISTING CONSTRUCTION TO BE DEMOLISHED. = NEW B/S TENANT INTERIOR PARTITION: 2 METAL STUDS WITH 518' TYPE T GWB EACH SIDE FROM FLOOR TO UNDERSIDE OF HUNG CEILING. SEE DETAIL 4/TI-1A. e 3 N c NEW 8IS FULL HE[GIITRECITE: 3'-0' WIDE IN TEMPERED SAFETY GLASS AND B/S FRAME. ACOUSTIC BATT INSULATION CONTINUOUS CEILING GRID - CENTERED OVER PARTITION i 1 i i r DO NOT CUT. ABOVE CONTINUOUS CEILING GRID - DO NOT CUT. f HUNG CEILING. ` Ail %%�.‘.sr � �.< T <. l 111RilllilliilOVI LItrIKUllllll - - - �- LWEOF CEILING GRID BEYOND, SEE - -- REVEAL (PAINT BLACK} OR 5 T, r 1- R.C.P. MATCH EXISTING. SUSPENDED CEILING. REVEAL (PAINT BLACK) OR MATCH EXISTING. 1 r CONIT.1' METAL TRIM WI PAPER WING 118' BLACK FOAM TAPE HOLDBACK 114' FROM EDGE OF TRACK. 17 CONT. 2112 x 1114' 25 GA TRAGIC W/ 118' BLACK F EDGE OF D CO SCREWS 1 114' 25 . (2) TRACK i 217 X 25 GA Sn. STUDS 24' O.C. WI 518' GWB, TYPE 7C. EACH NON-COMB. SIDE. . 3 ' 518' PLYWOOD BLOCKING WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE #1 FOR BLOCKING: C �7 —) . 20' WIDE GALV. SHEET METAL @ +40' s FROM FLOOR TO BOTTOM (IN LIEU OF I WOOD BLOCKING) HEAD SECTION ALL OUTLETS TO BE MOUNTED 15' A.F.F. - TO BOTTOM OF OUTLET PER W.S.B.F. REQUIREMENTS U.N.O. ALL DATA & COMMUNICATION LINES TO BE ROUGH4N ONLY (MUD RING WI PULL WIRE). _j 4. 1 CONSTRUCTION LEGEND 2 ELECTRICAL/COMMUNICATIONS LEGEND NA LATERAL BRACING TENANT WALLS (NO CASEWORK) PROVIDE ACOUSTIC BATT 1 v. 217x25 GA. GAIN. STEEL STUD @ 24' O.C. WITH 518' TYPE 'X GWB EACH raw I SIDE. i r� PLAN VIEW INSULATION BETWEEN STUDS. a'MAX wuc MAX MAX a'MAX MAX r r tux ^' DOOR NUMBER TYPE OF DOOR r - — TYPE'X x x x x x A B/S 3%0' WIDE X FULL HEIGHT S.C. WOOD DOOR & B/S FRAME. MATCH EXISTING CONDITIONS. 518GWB, EACH SIDE, TYP. CONT. 25 GA. GALV. STEEL ( /— ; -- / 1 ! / ' e1 B. NOT USED. LATERAL BRACING PER DETAIL ABOVE (TYP.) NOTES: RUNNER CHANNEL - ANCHOR TO FLOOR AS REM. COVE BASE AS SCHEDULE G UNLESS OTHERWISE COVE BASE AS SCHEDULE BASE SECTION NOTED HARDWARE a. B/S LOCKSET & CLOSER O DENOTES EXISTING DOOR M Ste - � sot fates ' tic planning �� design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENTOF 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. i , 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. INTERIOR PARTITION. assmars BYS TENANT DEMISING PARTITION. 3 1 PARTITION HEAD BRACING DETAIL NTs 4 B/S STANDARD PARTITION NTS 5 DOOR SCHEDULE Na 6 NOT USED DRAWl BY: XH JOB NO.: 99135.004 0 �� f � GE R Cp N1P Gpp� pp R �y� v R 2 �� l %� CM p1� CHECKED BY: WJS DATE: 03122/07 SCALE: AS NOTED REVISIONSASSUANCE: NO. REVISIONS INDICATED THUS A DATE 0 CORRIDOR REVISION 04/11/07 7 NOT USED 8 NOT USED 9 NOT USED 10 NOT USED TDVANT: PUBLIC AMENITIES (VENDING SUITE) REvisiON N0 5 J .. RECEIVED aTYOF.A APR 23[1 1 SHEET TITLE: FIRST FLOOR DETAILS 481.1 bal.. - 141 PERVITCENTER f OR PUBLICATION C . THIS ORAL, .TROUT OAS PERNIS9014 BY NW IS A NOT USED NA OF CIPAIGNT LAW °°P' " BY T I — I A 11 NOT USED 121 NOT USED NA 131 NOT USED NA Of • • • • • 3 DEMOLITION PLAN 0!1 SCALE: 118 =1•-0` O 5' 10' 20' NORTH 30' A S CONSTRUCTION PLAN 0!1 SCALE: 118'=l' -0' O 5' 10' STORAGE 20' N 1H 30' CONSTRUCTION KEY NOTE EQUIPMENT KEY NOTES: VEWRIG -111:111FY LOCATION VIM NNW PLUMBING KEY NOTES: GENERAL CONSTRUCTION NOTES: 1. RE-USE EWING DOORS & REUTESASPOSSIBLE 2 PROVIDE FIRE EXTP4OU1SRER BY000E DIMING MANAGEMENT. • REVISION NO.1_ RECBVED LDR 23ti7 2 3 ?Gr.!? NO. A SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 Marvin Ste. . 1sociates, LLC tannin design g n g 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: XH .106 NO.: 99135.004 CHECKED BY: W,IS REVISIONS/ISSUANCE: REVISIONS INDICATED THUS A CORRIDOR REVISION 1ENANT: SHEET TIhLE: PUBLIC AMENITIES (VENDING SUITE) FIRST FLOOR DEMOLITION PLAN & CONSTRUCTION � PLAN REPROCUCTIO1, M 1ERAOON CR PUIXICAfCI OF TM ORA1>NG, 11THO JT DMA PEJSSSION BY 16,11A. S A W ATION OF FEDERAL COPYRIGHT LA I. O PYDQIT BY 27 DATE: 03/22/07 SCALE: AS NOTED DATE 04/11/07 TI -2 or 4 0 SCALE: 1 18` = i' -0' 5' 10' REFLECTED CEILING PLAN 20' NORTH 30' GENERAL LIGHTING NOTES: 1. AML ASPECTS OF THE DESIGN & CONSTRUCTION OF THE HVAC SHALL BE PERFORMED BY THE CONTRACTOR 2. REST SWITCHING OFEXISTINGUGHTWGAS NECESSARY TO COIPLYw1TH NEW UGIflING LAYOUT. a CONTRACTOR TO REMOVE ANY SO NG LIGHT FIXTURES NOT SHOWN ON RN M. 4_ CONTRACTOR S1 W.L VERIFY !AMU/ 11W4CNG @ EXISTING CUM GRID & UPGRADE TO CURRENT COOPS AS NECESSARY_ 5. ONLY NEW SWITCHES ! t E SHOWN. 6. RE-USE EXIT SIGNS AS POSSIBLE 7. MIRAGE ALL aWAGED OR OSSOOLORED MEUleNG TEES AND BRING TUN: SUSPENDED C nGLP TO1I ENEWCOMMON". w • TOTALS 2'*r RECESSED MURES. 96 WATTS/ DUMMIES. RECESSED DCAVNUGNT FIXTURES. 26 WATTS/ EAFOXTU ES. 1 LIGHTING CALCULATIONS 8 ®NNH 1 f ddb ® ®' i € ®f no mil N om » ®1 NNNN NNii 0 0 a 12 0 8 0 0 0 4 0 EXISTING COST. TO EXIST. TO BE EAST. TO BE I NEW REMAIN N RELOCATED REMOVED PLAICE 4 SUMMARY REfl1ONE 2 Y 4 ' FOXiI>FRE 96 W A T T M D ADO (I) 0 0 V e N U G f i FO(R1 S § 26 WATTSE& FIXTURE . flNUS,. THINE T5 NO WATTAGE ARIET PERCENTWE OFALTERAT10N IS LESS DiM1ti 60 % A 0 1 1 SCALE: il8' =1'4• ELEC./COMMUNICATION PLAN 01 NORTH 0 5' 10' 20' 30' GENERAL ELEC./ COMMUNICATION NOTES: 1_ REUSE OPENING AT BLANK FACE PLACES (BFP) AS POSSIBLE 2. CONTRACTOR TO REMOVE ANY COSTING ELECJCOMBROCAT1ONS OUTLETS NOT SHOWN ON PLAN, PATCH IL FINISH TO MATCH DOSING CONDITIONS. a ASV EQUIP/ANT PROVIDED BYOTHERS. • REVISION NO.1 RECEIVED CITYOFTUKVAIA APR 23 PER T TER • NO. SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 Marvin Ste'i.sociates, LLC planning v design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 - 1449 DRAWN BY: RElA90NSASSUANCE: REVISIONS INDICATED THUS A TENANT: SHEET TITLE REPROOUCAON, M.IERANION OR PUBUCAT1ON OF THIS GRATIM 111111JT DRESS PEM 59011 BY VS&A, IS A VIMA1K l OF FEDERAL COPIIIIGHT LA IL OOP1RlG1T BY MSAA 2007. JOB NO.: 99135.004 CHECKED BY: WJS DATE: 03/22/07 SCALE: AS NOTED PUBLIC AMENITIES (VENDING SUITE) DATE FIRST FLOOR REFLECTED CEILING PLAN & ELECJCOMMUNICATION PLAN DOT X11 TI -3 CI 4 i ACT ADJ AFF ALT ALUM APPROX B LDG BLKG CAB BAS C L COL COMM COMP CONST CONT CPT CT DIA DIM DR OW DWG E EA ELEC ELECt ELEV EXIST EXT FIN FLR FLUOR FR Fr FURN GA GALV GO GL GWB HC HM HUT HVAC IN Na NT JT ACOUSTICAL CEILING TILE ADJACENT/ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM APPROXIMATELY AT BUILDING BLOCKING BUILDING STANDARD CABINET CLEAR/CLEARANCE CEILING CENTERLINE COLUMN COMMUNICATION COMPOSITION CONSTRUCTION CONTINUOUS CARPET CERAMIC OR CONCRETE TILE DIAMETER DIMENSION DOOR DISHWASHER DRAWING EXISTING. EAST EACH ELECTRIC ELECTRICAL ELEVATION (VIEW) EXISTING EXTERIOR FINISH FLOOR FLUORESCENT FIRE RATED FEET FURNISH/FURNISHINGS GAUGE GALVANIZED GARBAGE DISPOSAL GLASS/GLAZING GYPSUM WALL BOARD HOLLOW CORE HARDWARE HOLLOW METAL HEIGHT HEATING. VENTILATING. AIR CONDITIONING INCH INCLUDE INSULATION INTERIOR JOINT ABBREVIATIONS LL@TE LF MAX MECH MFR MIN MISC MID MIL MW NIA NIC NO NOM NTS OC OPNG OPP ORIG PERM PL PLAM PLYWD PR PTR R RB REF REINF REV RM RO S SCHED SC SECT SIM SPEC SQ STD Si STOR SUSP TEL TYP UNO VCT VERT w WI W/O WC WSW BY LANDLORD AT TENANTS EXPENSE LINEAL FOOT MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL MICROWAVE OVEN NORTH. NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OPENING OPPOSITE ORIGINAL PERMANENT PLATE PLASTIC LAMINATE PLYWOOD PAIR PARTITION RADIUS. REMOVE. RELOCATE RUBBER BASE REFRIGERATOR REINFORCING REQUIRED REVISIONIREVERSE ROOM ROUGH OPENING SOUTH SCHEDULE SOLID CORE SECTION SIMILAR SPECIFICATION SQUARE STANDARD STEEL STORAGE SUSPENDED TELEPHONE TYPICAL UNLES NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WEST WITH WITHOUT WALLCOVERING WOOD WASHINGTON STATE BARRIER FREE VERTICAL WIRE HANGER-NO. 12 GMJGE @ 4'-0' 0.C. OR NO. 10 GAUGE Q S iT O.C. ALONG EACH MAIN RIMER. HEAVY GAUGE HARE TN'_ VERTICAL STRUT O 17-0• EACH DIRECTION FASTENED TO MAN RANTER AND CUT TIGHT TO STRUCTURE ABOVE, HELD IN RACE BY VERTICAL WIRE HANGER AND FLAW GAUGE W.RE PIN HEAVY DUTY MAN RILWVER AT (.0 O.C. VERTICAL STRUT FASTENED 10 UAW RAINIER CROSS RUNNER INSTA L AUOR INSTALL PER NTERN:AT,ONA! BUJ DWI' CODE SECTION 803.9.1.1. AND 1621.1 'SUSPENDED ACOUSTICAL MD I LSCE 7-02. SUSPENDED (SING SUPPORT DATA LATERAL SUPPORT SHALL L BE PROVIDED BY FOUR WIRES OF MIN. 42 U.S. GAUGE SPLAYED N FOUR DIRECTIONS,, 90 DEGREES APART AND CONNECTED TO THE MAN RUNNER WITHIN 7 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 17 0.C. N EACH DIRECTION. WITH THE FIRST POINT WITHIN 4'-0' FROM EACH WALL PROVIDE LATERAL BRACING AT ALL CEILING AREAS GREATER THEN 144 SF SLAIROUNDED 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 MAN RUINERS. PER 2003 BC SECTION 803 .0.1.1_ CROSS REI•NERS ATTACHED TO WAN RIMERS BY SADDLE TYING WITH ONE STRAND NO. 16 U.S. GAUGE TIE DIE. OR APPROVED EQUIVALENT. PER 200363C SECTION 8039.1.1. DRSCONTNNUOUS BADS OF CROSS-RUNNERS AND MA<JN RUNBNERS TO BE VERTICALLY SUPPORTED MINN 8' OF SUCH DISCONTINUITIES AS WAY OCCUR WHERE COLIC IS INTERRUPTED BY A WALL CEILINGS OVER 2500 SF MUST HAVE SEISM SEPARATION JOINTS OR RILL HT PINS THAT BREAKS THE CEILING LP NTO AREAS NOT EXCEEDING 2503 SF. FOR CEILINGS WINO RIGID BRAC NG. SPRINKLER HEADS AND OTHER PENETRATTOra SHALL HAVE A 2IN. OVERSIZE MC. SLEEVE OR ADAPTER THROUGH THE CELLYG TILE TO ALLONi FOR FREE MOVEMENT OF AT LEAST f IN NALL HORIZONTAL N)IRECTIONS& OR SPHRNIQE R HEAD EXTENSION TO HAVE A WIC JON! THAT CAN ACCOMMODATE 1 L!N OF CEILING MOVEMENT N ALL HORIZONTAL DIRECTIONS_ CHANCES N CFJ NG PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. CABLE TRAYS ANDELECTRICAL CONDUITS SHALL BE SUPPORT ED RICEPENDENRY OF TIE CMG CONTRACTOR SWILL VERRWY LATERAL BRACING AT COSTING CLING GRID & OF GEtADE TO DETAILS SFgY & NOTES: S_ CONTRACTOR VAL VEROY LATERAL BRACING AT O&STE G CEILING GRNQ S UPGRADE TO CURRENT CODES AS NECESSARY. 2 POWER DRIVEN FSTENERS SHAH NOT BE USED FOR TENSION LQADS APP JC AT101G. 3. THE GRID SHALL SE ATTACI£0 AT TWO ADA I CENT WALLS. SUSPENDED CEILING SUPPORT DATA a • NA THE CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED CEILING TILE AND GRID AS NECESSARY TO MATCH EXISTING ADJACENT UNO. PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT. Th'E CONTRACTOR IS TO FIELD CHECK FOR ANY CONFLICTS WITH EXISTING MECHANICAL DUCT WORK, ELECTRICAL CONDUIT, FIRE SPRINKLERS. PIPES. ETC. AT EVERY LIGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFLICT EXISTS. THE CONTRACTOR IS TO NOTIFY MS8A OF THE CONFLICT(S) SO A NEW LAYOUT CAN BE GENERATED. NO UGHT FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED. THE CONTRACTOR SHALL PROVIDE EMERGENCY PATHWAY LIGHTING PER CODE. THE CONTRACTOR SHALL PROVIDE AUDIBLE AND VISUAL ALARMS PER CODE. ALL LIGHTING AND CONTROLS SHALL BE WS. LINO. THE CONTRACTOR SHALL SATISFY THE LIGHTING SPECIFICATIONS BASED ON THE AVAILABLE ELECTRICAL VOLTAGE. CONTRACTOR SHALL COMPLY WITH ALL AUTOMATED SHUT -OFF CONTROLS, SWITCHING. SENSORED SWITCHES. TIMED SWITCHES. AND TESTING AND COMMISSIONING REQUIREMENTS. DOCUMENTS SHOW SCHEMATIC SWITCH LOCATION ONLY. ALL BIS EXIT LIGHTS SHALL BE 'LED' STYLE AND LESS THAN 5 WATTSIFIXTURE, UNO. SEE THE REFLECTED CEILING PLAN FOR LIGHTING CALCULATIONS. I LIGHTING AND CEILING NOTES 61 FIRST FLOOR - KEY PLAN 10 CONTRACTOR SHALL OBTAIN ALL PSTIMTS AND APPROVALS. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS N ACCORDANCE WITH APPUCABLE CRY, COUNTY. STATE AND FEDERAL BUILDING AND FIRE CODES. CONTRACTOR SHALL BE GOVERNED BY AU. CONDITIONS AS INDICATED II THE CONTRACT DRAWINGS & SPECIFICATIONS. CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL FHD DIMENSIONS AND CONDITIONS S AND NOTIFY MSdA OF ANY DISC EPANICES BEFORE PROCEEDING WITH WORK NS INDICATES 'BUILDING STANDARD" AS PROVIDED BY LANDLORDAS DRAWN ANDNOR SPECFED IN BUILDING CONTRACT DOCUMENTS. IF NOT SPECIFIED. CONTRACTOR SHAM SEE ADJACENT SPACES FOR EXISTING EXAMPLES AND CONDITIONS. WALLS AND CEDLNGS TO BE INDEPENDENTLY SUPPORTED FOR SEISMIC CONDITIONS ALL NECH ANICAL, 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 N CONTRACT, AMMO. TENANTS FURNITURE VENDOR SHALL RE LO VERIFY PRBAISE FOR LAYOUT CONFIGURATION AND CLEARANCES. ALL VWKFJDATAAID CABLNG DESIGN SHOWN ON PLANS IS SCHEMATIC ONLY AND NOT N CONTRACT, UNO_ TENANTS CABENG VENDOR SHALL VERIFY TENANTS REQUIREMENFS AND FREID CONDITIONS. THE CONTRACTOR SHALL PROVIDE ROUGH-IN AS NOTED, COORDLWATION NO SCHEMING FOR THIS PORTION OF THE WORK. THE FOLLOWING DRAWINGS ARE BASED ON ELECTRONIC NPORMATION DERIVED FROM A MJIIBER OF SOURCES. WILE DEEMED RELIABLE, MS&A CANNOT BE HIED RESPONSIBLE FOR INFORMATION FROM OTHERS NOT FIELD VERIFIED OR WHICH HAS BEEN ALTERED BY OTHERS. THE CONTRACTOR SHALL COORDINATE WITH TIE BUILDING MASNAGEMENT ON CONSTRUCTION HOURS, PROCEDURES AND MEMOS ALLOWABLE N THIS BUILDING. THERE SHALL BE 42' CLEAR SPACE IN FRONT OF THE PANEL SIDE OF VAN. BOXES_ IF ACHING LAYOUT CREATES ACONFUCT, NOTIFY IASSA PRIOR TO ANY INSTALLATION. THOS IS TO INSURE NO HELD REVISIONS NAIL BE REQUIRED. CONTRACTOR TO UPGRADE SESIRIC BRACING AS REQUIRED AT COSTING CBUNING. CONTRACTOR TO F113D VHtFYALL ELEMENTS NOICATEDAS OWING ON PUNS. NO FEED VERIFICATION HERS BEEN PERFORMED BY MBA STAFF. DOORS s HARDWARE SHAD. BE REUSED. RELOCATED OR NEW BASED ON AVARABUTY ACID SUITARI Y. ALL HARDWARE SHALL BE TENANT STANDARD FINISH. MATCH COSTING CONDITIONS. 8 1 GENERAL NOTES NOT USED NA 2 1 VICINITY MAP R VD. SITE a� NORTH aD NORM CONTRACTOR IS RESPONSIBLE FORAM NECESSARY DEMOIJTION REQUIRED TO COMPLETE THE WORK AS DESCRIBED ON THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHA.1. PROTECT ALL EXISTING FINISHES AND ASSEMBLIES NOT BEING REMOVED OR ALTERED DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE NEW FRAMING AND FINISHES THAT ARE FLUSH. CONSISTENT AND IN ALIGNMENT WITH EXISTING CONDITIONS. N THE EVENT OF FRAMING SIZE DIFFERS. THE CONTRACTOR SHALL FURR ORADAIST THE FRAMING AS REQUIRED FOR PROPER ALIGNMENT. CONTRACTOR SHALL VERIFY /ANNUM FRAMING SIZE REQUIRED FOR ELECTRICAL, MECHANICAL AND PLUMBNNG FEATURES BONG INSTALLED BY DESIGN/BUILD ANO ADJUST THE FRAMING ACCORDINGLY. CONTRACTOR SHALL PATCH TO MATCH AND PREPARE FOR RUSH AT Ail LOCATIONS WHERE FOISTING ASSUMES ARE ADJACENT TO DEIAOUSHED OR ALTERED ASSL ES. THE SCOPE OF WORK SHALL INCLUDE BOTH SIDES OF ALL NEW ASSUMES DEPICTED ON THE DRAWINGS EVEN WHEN LOCATED N AN ADJACENT LEASE SPACE NO PART OF THE WORK IS TO BE LEFT UIFINISEED UJN.O_ CHANGES TO SPECIFICATIONS CAN BE LIE F APPROVED BY MS&& THE BUILDING LIANAGENIENT AD THE TENANT. CONTRACTOR SHALL SUPPLY AUL REQUIRED JUNCTION BOXES, COVERS AND ACCESS DOORS AS NECESSARY. VERIFY BUILDING STANDARDS. CONTRACTOR SHALL CONFRM TYPE AND LOCATION OF FIE EXTINGUISHERS AMOR CAABEETS WITH THE GOVERNING FIRE MARSHAL BEFORE INSTALLATION.. IF NOT SPECI EOON DRAWINGS. CONTRACTOR SEWN PROVIDE THE MAIM M ! R OF WALL MOUNTED FIRE EXTINGUISHERS REQUIRED BY CORE. CONSTRUCTION NOTES 11 -1 COVER SHEET & DETAILS. TI-IA DETAILS 11-2 DEMOLITION PLAN & CONSTRUCTION PLAN TI-3 REFLECTED CEILING PLAN & ELECTRICALK?OMMuNICATIONS PLAN t. 11 LIST OF DRAWINGS • SEPARATE PERi4IT REQUIRED O GEs IYi� SURD :N; I`:i. SLO!! • NTS NTS • V 1 I SITE PLAN EXISTING WS 7-0" x 4'-Or RECESSED FLUORESCENT UGHT FIXTURE TO REMAIN RELOCATED BAS 2'-0' x 4'-O' RECESSED FLUORESCENT LIGHT FIXTURE - - -- I EXISTING WS 2'.O• x 4'-0' RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVEDNRELOCATED O NEW BIS RECESSED DOWNLLGHT FIXTURE O BAS EXIT SIGN N= NEW. E= EXISTNG (DIRECTIONAL WHERE SHOWN) la NEW BAS SWITCH ALL FIXTURES ARE BAS UNLESS NOTED OTHERWISE. SEE LIGHTING CALCULATIONS FOR ENERGY USAGE AND WATTAGES. 4 J LIGHTING LEGEND SCOPE OF WORK : PARTIAL FLOOR TENANT IMPROVEMENT ON THE FRST FLOOR OF AN EXISTING OFFICE SPACE WHICH IS APPROXIMATELY 625 U.S.F. THE WORK CONSISTS OF DEMOLITION AND CONSTRUCTION OF PARTITIONS, DOORS, OTHER FEATURES 0 OFFCE AREA AND CORRIDOR THERE IS NO STRUCTURAL OR CORE AND SHELL WORK CONSTRUCTION TYPE: TYPE V B SPRINKLERS: SPRINIQERED OCCUPANCY: B - OFFICE AREA OF WORK 625 SF PARCEL ID: 51- 0599163 LEGAL DESCRIPTION: ALL THAT CERTAIN REM. PROPERTY SITUATED IN THE CRY OF TUCWILA, COUNTY OF KING STATE OF WASHINGTON. BEING A PORTION OF THE EAST II2 OF THE NORTHWEST 1I4 OF THE SOUTHEAST 114 OF SEC. 26, T23k RAE, Wit, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 8EGNING AT THE INTERSECTION OF THE NORTHERLY LINE OF SAID SOUTHEAST 114 WITH THE WESTERLY MARGIN OF ANDOVER PARK WEST (59TH AVENUE SOUTH). DISTANT ALONG SAID NORTHERLY UNE N88'051TW 136934 FEET FROM THE NORTHWEST CORNER OF SAID SOUTH- EAST QUARTER THENCE FROM SAID POINT OF BEGINNING ALOND SAID WESTERLY MARGIN S011T29'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 FEET AND A CENTRAL ANGLE OF 90`649', AN ARC LENGTH OF 7&64 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 501.40 SOUTHERLY OF THE NORTHERLY UNE OF SAD SOUTHEAST 114; THENCE / ALONG SAD PARALLEL LINE N88'0542'W 180.00 FEET TO A POINT ON A UNE THAT IS PARALLEL WITH AND 261.00 FEET WESTERLY OF THE EAST UNE F SAID EAST 1I4 THENCE ALONG LAST SAID PARALLEL LINE N01'4729'E 136.00 FEET TOA POINT ON AU UNE THAT IS PARALLEL TO AND 365.40 FEET SOUTHERLY OF THE NORTHERLY UNE OF STUD SOUTHEAST 114; THENCE AMONG LAST SAID PARALLEL UNE S8811642 37.50 FEET TO A POINT ON A LINE THAT IS PARALLEL TOAD 223,50 FEET WESTERLY OF THE EAST LINE OF SAID EAST 174 THENCE ALONG LAST SAID PARALLEL LINE NOt'4T2TE 10000 FEET TO A PONT ON A LINE THAT IS PARALLEL TO AND 265.40 FE TSOUTHERLYOF THE NORTHERLY LINE OF SAID SOUTHEAST 114; THENCE ALONG LAST SAID PARALLEL UNE N88'O542"W 12.50 FEET TOA POINT ONAUNE TWAT IS PARAUB. TO AND 236.00 FEET WESTERLY OF THE EAST LINE OF SAID EAST 1IZ THENCE AMONG LAST SAID PARALLEL LINE 1111'4T29E 266.40 FEET TO A PONT ON THE NORTHERLY LATE OF SAID SOUTHEAST 114; THENCE ALONG SAID NORTHERLY LIE S88 20&00 FEET TO THE PONT OF BEGINNING AND CONTAINING 2.408 ACRES OF LAND MORE OR LESS. APPLICABLE CODES: INTERNATIONAL BUILDING CODE, 2003 EDITION. AS ADOPTED BY THE STATE OF WASH/MON. INTERNATIONAL FIRECODE. 2003 EDITION. AS ADOPTED BY THE STATE OF WASHINGTON. ICC A117.1.2003 EDITION. WASHINGTON STATE ENERGY OOOE (WSEC), WAC 51 -11 WASHINGTON STATE VENTunON AND INDOOR AR QUALITY CODE (WSVW)) PROJECT DIRECTORY : BUXOM REPRESENTATIVE MERIWEIHER PARTNERS LLC MD SENECA TIMING 1191 MANE SUITE 1590 SEATTLE, NINA (206)816-1570(P) (206)381 1200 (FAX) CONTACT: ASUAISA N JOEL P. EDINA ; jaMaianfilmericap.an SPACE PIANIER MARVN STEI N LLC 2221 5TH AVE. SEAT RE, E, WAASHNGTON 98121 CONTACT: BILL SIMPSON TR:(441 -1449 FAX: (205)4414351 6A#MI_ Irvin soreaacdris7e to u CONTRACTOR FILE - Permit N0. Plan Mier approval select b anus and "mega d I the Waal= ct arty acoepizd code a onitiatNC R. Of r1 i conenons b acanasle+dged: Re, tele q/ NA 12 PROJECT INFORMATION/DIRECTORY REVIEWED FOR CODE COMPLIANCE APPROVED 4D NORTH City of Tiskiella BtIfDING DIVISION S NA NO. SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 Marvin Ste sociates, LLC 2221 Fifth Avenue, Seattle; Washington 98121 (206) 441 -1449 DRAWN BY: CHECKED BY: WS REVISIONS/ISSUANCE: REVISIONS INDICATED THUS A TENANT: SHEET NILE: FIRST FLOOR COVER SHEET & DETAIL REPROCUCTION, ALT - RATION CR PU EUCATIO N OF TITS T CRAIILINC 11THOUT MESS PoussioN BY usu. is A VIOLATION OF FEDERAL COPYRIGHT LATIC COMM BY NA RCM 2007_ OF 4 p. planning design JOB NO.: 99135.004 DATE: 03/22/07 SCALE: AS NOTED PUBLIC AMENITIES (VENDING SUITE) DATE iR 2 S '-'ml S i • .- -. t•s - tcut prior T c: L ., . : : ��appro • . .. ... J T•....:.N.9 Clint.: ,. • '� ....._...:. �:.. r ._ti.11 �. i - and may L.rciude additional plan review fees. i ACT ADJ AFF ALT ALUM APPROX B LDG BLKG CAB BAS C L COL COMM COMP CONST CONT CPT CT DIA DIM DR OW DWG E EA ELEC ELECt ELEV EXIST EXT FIN FLR FLUOR FR Fr FURN GA GALV GO GL GWB HC HM HUT HVAC IN Na NT JT ACOUSTICAL CEILING TILE ADJACENT/ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM APPROXIMATELY AT BUILDING BLOCKING BUILDING STANDARD CABINET CLEAR/CLEARANCE CEILING CENTERLINE COLUMN COMMUNICATION COMPOSITION CONSTRUCTION CONTINUOUS CARPET CERAMIC OR CONCRETE TILE DIAMETER DIMENSION DOOR DISHWASHER DRAWING EXISTING. EAST EACH ELECTRIC ELECTRICAL ELEVATION (VIEW) EXISTING EXTERIOR FINISH FLOOR FLUORESCENT FIRE RATED FEET FURNISH/FURNISHINGS GAUGE GALVANIZED GARBAGE DISPOSAL GLASS/GLAZING GYPSUM WALL BOARD HOLLOW CORE HARDWARE HOLLOW METAL HEIGHT HEATING. VENTILATING. AIR CONDITIONING INCH INCLUDE INSULATION INTERIOR JOINT ABBREVIATIONS LL@TE LF MAX MECH MFR MIN MISC MID MIL MW NIA NIC NO NOM NTS OC OPNG OPP ORIG PERM PL PLAM PLYWD PR PTR R RB REF REINF REV RM RO S SCHED SC SECT SIM SPEC SQ STD Si STOR SUSP TEL TYP UNO VCT VERT w WI W/O WC WSW BY LANDLORD AT TENANTS EXPENSE LINEAL FOOT MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL MICROWAVE OVEN NORTH. NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OPENING OPPOSITE ORIGINAL PERMANENT PLATE PLASTIC LAMINATE PLYWOOD PAIR PARTITION RADIUS. REMOVE. RELOCATE RUBBER BASE REFRIGERATOR REINFORCING REQUIRED REVISIONIREVERSE ROOM ROUGH OPENING SOUTH SCHEDULE SOLID CORE SECTION SIMILAR SPECIFICATION SQUARE STANDARD STEEL STORAGE SUSPENDED TELEPHONE TYPICAL UNLES NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WEST WITH WITHOUT WALLCOVERING WOOD WASHINGTON STATE BARRIER FREE VERTICAL WIRE HANGER-NO. 12 GMJGE @ 4'-0' 0.C. OR NO. 10 GAUGE Q S iT O.C. ALONG EACH MAIN RIMER. HEAVY GAUGE HARE TN'_ VERTICAL STRUT O 17-0• EACH DIRECTION FASTENED TO MAN RANTER AND CUT TIGHT TO STRUCTURE ABOVE, HELD IN RACE BY VERTICAL WIRE HANGER AND FLAW GAUGE W.RE PIN HEAVY DUTY MAN RILWVER AT (.0 O.C. VERTICAL STRUT FASTENED 10 UAW RAINIER CROSS RUNNER INSTA L AUOR INSTALL PER NTERN:AT,ONA! BUJ DWI' CODE SECTION 803.9.1.1. AND 1621.1 'SUSPENDED ACOUSTICAL MD I LSCE 7-02. SUSPENDED (SING SUPPORT DATA LATERAL SUPPORT SHALL L BE PROVIDED BY FOUR WIRES OF MIN. 42 U.S. GAUGE SPLAYED N FOUR DIRECTIONS,, 90 DEGREES APART AND CONNECTED TO THE MAN RUNNER WITHIN 7 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 17 0.C. N EACH DIRECTION. WITH THE FIRST POINT WITHIN 4'-0' FROM EACH WALL PROVIDE LATERAL BRACING AT ALL CEILING AREAS GREATER THEN 144 SF SLAIROUNDED 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 MAN RUINERS. PER 2003 BC SECTION 803 .0.1.1_ CROSS REI•NERS ATTACHED TO WAN RIMERS BY SADDLE TYING WITH ONE STRAND NO. 16 U.S. GAUGE TIE DIE. OR APPROVED EQUIVALENT. PER 200363C SECTION 8039.1.1. DRSCONTNNUOUS BADS OF CROSS-RUNNERS AND MA<JN RUNBNERS TO BE VERTICALLY SUPPORTED MINN 8' OF SUCH DISCONTINUITIES AS WAY OCCUR WHERE COLIC IS INTERRUPTED BY A WALL CEILINGS OVER 2500 SF MUST HAVE SEISM SEPARATION JOINTS OR RILL HT PINS THAT BREAKS THE CEILING LP NTO AREAS NOT EXCEEDING 2503 SF. FOR CEILINGS WINO RIGID BRAC NG. SPRINKLER HEADS AND OTHER PENETRATTOra SHALL HAVE A 2IN. OVERSIZE MC. SLEEVE OR ADAPTER THROUGH THE CELLYG TILE TO ALLONi FOR FREE MOVEMENT OF AT LEAST f IN NALL HORIZONTAL N)IRECTIONS& OR SPHRNIQE R HEAD EXTENSION TO HAVE A WIC JON! THAT CAN ACCOMMODATE 1 L!N OF CEILING MOVEMENT N ALL HORIZONTAL DIRECTIONS_ CHANCES N CFJ NG PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. CABLE TRAYS ANDELECTRICAL CONDUITS SHALL BE SUPPORT ED RICEPENDENRY OF TIE CMG CONTRACTOR SWILL VERRWY LATERAL BRACING AT COSTING CLING GRID & OF GEtADE TO DETAILS SFgY & NOTES: S_ CONTRACTOR VAL VEROY LATERAL BRACING AT O&STE G CEILING GRNQ S UPGRADE TO CURRENT CODES AS NECESSARY. 2 POWER DRIVEN FSTENERS SHAH NOT BE USED FOR TENSION LQADS APP JC AT101G. 3. THE GRID SHALL SE ATTACI£0 AT TWO ADA I CENT WALLS. SUSPENDED CEILING SUPPORT DATA a • NA THE CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED CEILING TILE AND GRID AS NECESSARY TO MATCH EXISTING ADJACENT UNO. PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT. Th'E CONTRACTOR IS TO FIELD CHECK FOR ANY CONFLICTS WITH EXISTING MECHANICAL DUCT WORK, ELECTRICAL CONDUIT, FIRE SPRINKLERS. PIPES. ETC. AT EVERY LIGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFLICT EXISTS. THE CONTRACTOR IS TO NOTIFY MS8A OF THE CONFLICT(S) SO A NEW LAYOUT CAN BE GENERATED. NO UGHT FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED. THE CONTRACTOR SHALL PROVIDE EMERGENCY PATHWAY LIGHTING PER CODE. THE CONTRACTOR SHALL PROVIDE AUDIBLE AND VISUAL ALARMS PER CODE. ALL LIGHTING AND CONTROLS SHALL BE WS. LINO. THE CONTRACTOR SHALL SATISFY THE LIGHTING SPECIFICATIONS BASED ON THE AVAILABLE ELECTRICAL VOLTAGE. CONTRACTOR SHALL COMPLY WITH ALL AUTOMATED SHUT -OFF CONTROLS, SWITCHING. SENSORED SWITCHES. TIMED SWITCHES. AND TESTING AND COMMISSIONING REQUIREMENTS. DOCUMENTS SHOW SCHEMATIC SWITCH LOCATION ONLY. ALL BIS EXIT LIGHTS SHALL BE 'LED' STYLE AND LESS THAN 5 WATTSIFIXTURE, UNO. SEE THE REFLECTED CEILING PLAN FOR LIGHTING CALCULATIONS. I LIGHTING AND CEILING NOTES 61 FIRST FLOOR - KEY PLAN 10 CONTRACTOR SHALL OBTAIN ALL PSTIMTS AND APPROVALS. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS N ACCORDANCE WITH APPUCABLE CRY, COUNTY. STATE AND FEDERAL BUILDING AND FIRE CODES. CONTRACTOR SHALL BE GOVERNED BY AU. CONDITIONS AS INDICATED II THE CONTRACT DRAWINGS & SPECIFICATIONS. CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL FHD DIMENSIONS AND CONDITIONS S AND NOTIFY MSdA OF ANY DISC EPANICES BEFORE PROCEEDING WITH WORK NS INDICATES 'BUILDING STANDARD" AS PROVIDED BY LANDLORDAS DRAWN ANDNOR SPECFED IN BUILDING CONTRACT DOCUMENTS. IF NOT SPECIFIED. CONTRACTOR SHAM SEE ADJACENT SPACES FOR EXISTING EXAMPLES AND CONDITIONS. WALLS AND CEDLNGS TO BE INDEPENDENTLY SUPPORTED FOR SEISMIC CONDITIONS ALL NECH ANICAL, 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 N CONTRACT, AMMO. TENANTS FURNITURE VENDOR SHALL RE LO VERIFY PRBAISE FOR LAYOUT CONFIGURATION AND CLEARANCES. ALL VWKFJDATAAID CABLNG DESIGN SHOWN ON PLANS IS SCHEMATIC ONLY AND NOT N CONTRACT, UNO_ TENANTS CABENG VENDOR SHALL VERIFY TENANTS REQUIREMENFS AND FREID CONDITIONS. THE CONTRACTOR SHALL PROVIDE ROUGH-IN AS NOTED, COORDLWATION NO SCHEMING FOR THIS PORTION OF THE WORK. THE FOLLOWING DRAWINGS ARE BASED ON ELECTRONIC NPORMATION DERIVED FROM A MJIIBER OF SOURCES. WILE DEEMED RELIABLE, MS&A CANNOT BE HIED RESPONSIBLE FOR INFORMATION FROM OTHERS NOT FIELD VERIFIED OR WHICH HAS BEEN ALTERED BY OTHERS. THE CONTRACTOR SHALL COORDINATE WITH TIE BUILDING MASNAGEMENT ON CONSTRUCTION HOURS, PROCEDURES AND MEMOS ALLOWABLE N THIS BUILDING. THERE SHALL BE 42' CLEAR SPACE IN FRONT OF THE PANEL SIDE OF VAN. BOXES_ IF ACHING LAYOUT CREATES ACONFUCT, NOTIFY IASSA PRIOR TO ANY INSTALLATION. THOS IS TO INSURE NO HELD REVISIONS NAIL BE REQUIRED. CONTRACTOR TO UPGRADE SESIRIC BRACING AS REQUIRED AT COSTING CBUNING. CONTRACTOR TO F113D VHtFYALL ELEMENTS NOICATEDAS OWING ON PUNS. NO FEED VERIFICATION HERS BEEN PERFORMED BY MBA STAFF. DOORS s HARDWARE SHAD. BE REUSED. RELOCATED OR NEW BASED ON AVARABUTY ACID SUITARI Y. ALL HARDWARE SHALL BE TENANT STANDARD FINISH. MATCH COSTING CONDITIONS. 8 1 GENERAL NOTES NOT USED NA 2 1 VICINITY MAP R VD. SITE a� NORTH aD NORM CONTRACTOR IS RESPONSIBLE FORAM NECESSARY DEMOIJTION REQUIRED TO COMPLETE THE WORK AS DESCRIBED ON THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHA.1. PROTECT ALL EXISTING FINISHES AND ASSEMBLIES NOT BEING REMOVED OR ALTERED DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE NEW FRAMING AND FINISHES THAT ARE FLUSH. CONSISTENT AND IN ALIGNMENT WITH EXISTING CONDITIONS. N THE EVENT OF FRAMING SIZE DIFFERS. THE CONTRACTOR SHALL FURR ORADAIST THE FRAMING AS REQUIRED FOR PROPER ALIGNMENT. CONTRACTOR SHALL VERIFY /ANNUM FRAMING SIZE REQUIRED FOR ELECTRICAL, MECHANICAL AND PLUMBNNG FEATURES BONG INSTALLED BY DESIGN/BUILD ANO ADJUST THE FRAMING ACCORDINGLY. CONTRACTOR SHALL PATCH TO MATCH AND PREPARE FOR RUSH AT Ail LOCATIONS WHERE FOISTING ASSUMES ARE ADJACENT TO DEIAOUSHED OR ALTERED ASSL ES. THE SCOPE OF WORK SHALL INCLUDE BOTH SIDES OF ALL NEW ASSUMES DEPICTED ON THE DRAWINGS EVEN WHEN LOCATED N AN ADJACENT LEASE SPACE NO PART OF THE WORK IS TO BE LEFT UIFINISEED UJN.O_ CHANGES TO SPECIFICATIONS CAN BE LIE F APPROVED BY MS&& THE BUILDING LIANAGENIENT AD THE TENANT. CONTRACTOR SHALL SUPPLY AUL REQUIRED JUNCTION BOXES, COVERS AND ACCESS DOORS AS NECESSARY. VERIFY BUILDING STANDARDS. CONTRACTOR SHALL CONFRM TYPE AND LOCATION OF FIE EXTINGUISHERS AMOR CAABEETS WITH THE GOVERNING FIRE MARSHAL BEFORE INSTALLATION.. IF NOT SPECI EOON DRAWINGS. CONTRACTOR SEWN PROVIDE THE MAIM M ! R OF WALL MOUNTED FIRE EXTINGUISHERS REQUIRED BY CORE. CONSTRUCTION NOTES 11 -1 COVER SHEET & DETAILS. TI-IA DETAILS 11-2 DEMOLITION PLAN & CONSTRUCTION PLAN TI-3 REFLECTED CEILING PLAN & ELECTRICALK?OMMuNICATIONS PLAN t. 11 LIST OF DRAWINGS • SEPARATE PERi4IT REQUIRED O GEs IYi� SURD :N; I`:i. SLO!! • NTS NTS • V 1 I SITE PLAN EXISTING WS 7-0" x 4'-Or RECESSED FLUORESCENT UGHT FIXTURE TO REMAIN RELOCATED BAS 2'-0' x 4'-O' RECESSED FLUORESCENT LIGHT FIXTURE - - -- I EXISTING WS 2'.O• x 4'-0' RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVEDNRELOCATED O NEW BIS RECESSED DOWNLLGHT FIXTURE O BAS EXIT SIGN N= NEW. E= EXISTNG (DIRECTIONAL WHERE SHOWN) la NEW BAS SWITCH ALL FIXTURES ARE BAS UNLESS NOTED OTHERWISE. SEE LIGHTING CALCULATIONS FOR ENERGY USAGE AND WATTAGES. 4 J LIGHTING LEGEND SCOPE OF WORK : PARTIAL FLOOR TENANT IMPROVEMENT ON THE FRST FLOOR OF AN EXISTING OFFICE SPACE WHICH IS APPROXIMATELY 625 U.S.F. THE WORK CONSISTS OF DEMOLITION AND CONSTRUCTION OF PARTITIONS, DOORS, OTHER FEATURES 0 OFFCE AREA AND CORRIDOR THERE IS NO STRUCTURAL OR CORE AND SHELL WORK CONSTRUCTION TYPE: TYPE V B SPRINKLERS: SPRINIQERED OCCUPANCY: B - OFFICE AREA OF WORK 625 SF PARCEL ID: 51- 0599163 LEGAL DESCRIPTION: ALL THAT CERTAIN REM. PROPERTY SITUATED IN THE CRY OF TUCWILA, COUNTY OF KING STATE OF WASHINGTON. BEING A PORTION OF THE EAST II2 OF THE NORTHWEST 1I4 OF THE SOUTHEAST 114 OF SEC. 26, T23k RAE, Wit, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 8EGNING AT THE INTERSECTION OF THE NORTHERLY LINE OF SAID SOUTHEAST 114 WITH THE WESTERLY MARGIN OF ANDOVER PARK WEST (59TH AVENUE SOUTH). DISTANT ALONG SAID NORTHERLY UNE N88'051TW 136934 FEET FROM THE NORTHWEST CORNER OF SAID SOUTH- EAST QUARTER THENCE FROM SAID POINT OF BEGINNING ALOND SAID WESTERLY MARGIN S011T29'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 FEET AND A CENTRAL ANGLE OF 90`649', AN ARC LENGTH OF 7&64 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 501.40 SOUTHERLY OF THE NORTHERLY UNE OF SAD SOUTHEAST 114; THENCE / ALONG SAD PARALLEL LINE N88'0542'W 180.00 FEET TO A POINT ON A UNE THAT IS PARALLEL WITH AND 261.00 FEET WESTERLY OF THE EAST UNE F SAID EAST 1I4 THENCE ALONG LAST SAID PARALLEL LINE N01'4729'E 136.00 FEET TOA POINT ON AU UNE THAT IS PARALLEL TO AND 365.40 FEET SOUTHERLY OF THE NORTHERLY UNE OF STUD SOUTHEAST 114; THENCE AMONG LAST SAID PARALLEL UNE S8811642 37.50 FEET TO A POINT ON A LINE THAT IS PARALLEL TOAD 223,50 FEET WESTERLY OF THE EAST LINE OF SAID EAST 174 THENCE ALONG LAST SAID PARALLEL LINE NOt'4T2TE 10000 FEET TO A PONT ON A LINE THAT IS PARALLEL TO AND 265.40 FE TSOUTHERLYOF THE NORTHERLY LINE OF SAID SOUTHEAST 114; THENCE ALONG LAST SAID PARALLEL UNE N88'O542"W 12.50 FEET TOA POINT ONAUNE TWAT IS PARAUB. TO AND 236.00 FEET WESTERLY OF THE EAST LINE OF SAID EAST 1IZ THENCE AMONG LAST SAID PARALLEL LINE 1111'4T29E 266.40 FEET TO A PONT ON THE NORTHERLY LATE OF SAID SOUTHEAST 114; THENCE ALONG SAID NORTHERLY LIE S88 20&00 FEET TO THE PONT OF BEGINNING AND CONTAINING 2.408 ACRES OF LAND MORE OR LESS. APPLICABLE CODES: INTERNATIONAL BUILDING CODE, 2003 EDITION. AS ADOPTED BY THE STATE OF WASH/MON. INTERNATIONAL FIRECODE. 2003 EDITION. AS ADOPTED BY THE STATE OF WASHINGTON. ICC A117.1.2003 EDITION. WASHINGTON STATE ENERGY OOOE (WSEC), WAC 51 -11 WASHINGTON STATE VENTunON AND INDOOR AR QUALITY CODE (WSVW)) PROJECT DIRECTORY : BUXOM REPRESENTATIVE MERIWEIHER PARTNERS LLC MD SENECA TIMING 1191 MANE SUITE 1590 SEATTLE, NINA (206)816-1570(P) (206)381 1200 (FAX) CONTACT: ASUAISA N JOEL P. EDINA ; jaMaianfilmericap.an SPACE PIANIER MARVN STEI N LLC 2221 5TH AVE. SEAT RE, E, WAASHNGTON 98121 CONTACT: BILL SIMPSON TR:(441 -1449 FAX: (205)4414351 6A#MI_ Irvin soreaacdris7e to u CONTRACTOR FILE - Permit N0. Plan Mier approval select b anus and "mega d I the Waal= ct arty acoepizd code a onitiatNC R. Of r1 i conenons b acanasle+dged: Re, tele q/ NA 12 PROJECT INFORMATION/DIRECTORY REVIEWED FOR CODE COMPLIANCE APPROVED 4D NORTH City of Tiskiella BtIfDING DIVISION S NA NO. SOUTH CENTER CORPORATE SQUARE BUILDING 8 360 ANDOVER PARK WEST TUKWILA, WA 98188 Marvin Ste sociates, LLC 2221 Fifth Avenue, Seattle; Washington 98121 (206) 441 -1449 DRAWN BY: CHECKED BY: WS REVISIONS/ISSUANCE: REVISIONS INDICATED THUS A TENANT: SHEET NILE: FIRST FLOOR COVER SHEET & DETAIL REPROCUCTION, ALT - RATION CR PU EUCATIO N OF TITS T CRAIILINC 11THOUT MESS PoussioN BY usu. is A VIOLATION OF FEDERAL COPYRIGHT LATIC COMM BY NA RCM 2007_ OF 4 p. planning design JOB NO.: 99135.004 DATE: 03/22/07 SCALE: AS NOTED PUBLIC AMENITIES (VENDING SUITE) DATE iR 2 S '-'ml S i METAL STUDS STAGGERED FASTEN PARTITION HEAD TO CEILING l& EXNTING, U.N.O. B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET. b NEW B/S WALL MOUNTED COMBINATION VOICEIDATA OUTLET. DUSTING, U.N.O., 8/S WALL MOUNTED DEDICATED DUPLEX ELECTRICAL OUTLET. (T) = TIMER. ERRING BLANK FACE PLATE. N NEW NOTES: SOUTH C C Q R P O RATES BUILDING 360 ANDOVER TU K WI LA, WA PARK 98188 8 WEST U A R E GRID ON WALL RUNS 114' NON-COMB. WD FILLER UNDER MAIN RUNNERS ft g-0' O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 17-0'. ATTACH TO STRUCTURE ABOVE W/ HILTI ' 314 MIN. POWER DRIVEN FASTENER (2) #10 SCREWS .I.,.... EXISTING B/S CORRIDOR PARTITION TO REMAIN. EXISTING B/S CONSTRUCTION TO REMAIN. LESS THAN 12'-0 SEISMIC BRACING PER DETAIL C. AT CORRIDOR, DEMISING PROVIDE 4 WIDE NEW NEW B/S DEMISING PARTITION, U.N.O . SEE PLAN 2/II -2 FOR LOCATIONS 1141TE•1A FOR DETAILS. = = EXISTING CONSTRUCTION TO BE DEMOLISHED. - rT�'''' ACOUSTIC GATT INSULATION CONTINUOUS CEILING GRID - CEN TER E D OVER PARTITION! ' r1 DO NOT CUT. ABOVE HU i CONTINUOUS CEILING GRID - DO NOT CUT. \ CEILING. 1 11�! c .��� �«.���« LINE OF CEILING GRID BEYOND, SEE NEW BIS TENANT INTERIOR PARTITIO 2 112' METAL STUDS WITH 518' TYPE T GWB EACH SIDE FROM FLOOR TO UNDERSIDE OF HUNG CEILING. SEE DETAIL Alit -1A. 45 -T � c NEW B/S 45 MINUTE RATED REUSE FRAME/ASSEMBLY TO MATCH EXISTING. C �■ , . REVEAL ( BLACK) OR C I 1 R.C.P. MATCH EXISTING. [[[[[[[ [[[l[[[[.�it[��.11[l[llll[[[[[[ REVEAL (PANT BLACK) OR r = =.� tikkil i � •�" � � � � r _, SUSPENDED CEILING. CONK. t' METAL TRIM Wl PAPER WING >; : CONT. 2 112' 1 114' 25 GA. TRACK W/ MATCH EXISTING. 118' BLACK FOAM TAPE HOLD BACK 1/4' FROM EDGE OFTRAGK. 11e' BLACK FOAM TAPE HOLD x (2) BACK 114' FROM EDGE OF 810 SCREWS @ 24' O.C. TRACK 1 2112' X 25 GA. STL STUDS (off 24' O.C. W1518' GAB, TYPE 'X, EACH SIDE. 518' NON LAMB. PLYWOOD BLOCKING : "- @ WALL HUNG ITEMS (WHERE i APPLICABLE - REFER TO DRAWING PLANS) j ALTERNATE ill FOR BLOCKING: C • _ 1 20' WIDE GALV. SHEET METAL Q +40' FROM FLOOR TO BOTTOM (IN LIEU OF W000 BLOCKING) HEAD SECTION ALL OUTLETS TO BE MOUNTED 15' A.F.F. - TO BOTTOM OF OUTLET PER W.S.B.F. REQUIREMENTS U.N.O. ALL DATA & COMMUNICATION LINES TO BE ROUGH -NV ONLY (MUD RING Wl PULL WIRE) _ (� (r = C • � -� _ 1 CONSTRUCTION LEGEND ELECTRICALICOMMUNICATIONS LEGEND NA LATERAL BRACING TENANT WALLS (No CASEWORK) i 2 ins x 25 GA. GALV.STEELSTUD@ WA 24' O.C. WITH 518' TYPE x GWB EACH PROVIDE ACOUSTIC BATT N SINE. INSULATION BETWEEN STUDS. s. 0 PLAN VIEW le MAX V PAX b' wuc V 14AX 0' MAX 11AX Y wuc - , le S 876 REGISTERED T u �` . • . -1 STATE W TON DOOR NUMBER OF DOOR TYPE COVE BASE AS SCHEDULE Sr GAB, TYPE 'X' EACH SIDE, TYP. .r . ' 1 ' 1 ' �, �, �,� ' A B/S 3'•0' W DE X FULL HEIGHT S.C. WOOD DOOR 8 FRAME. MATCH EXISTING CONDITIONS. :, CONT. 25 GA GALV. STEEL RUNNER 1 l 1 + B/S k � i: MI B. 3'-0' FULL HEIGHT S.C. 20 MINUTE RATED B/S x WOOD DOOR AND FRAME ASSEMBLY. MATCH EXISTING CONDITIONS. REUSE EXISTING DOOR AND FRAME AS POSSIBLE. LATERAL BRACING PER DETAIL ABOVE (TYP.) NOTES: CHANNEL - ANCHOR TO FLOOR AS REaD COVE AS UNLESS OSE I .. .. BASE SCHEDULE BASE SECTION NOTED HARDWARE a. B/S LOCIGSET b CLOSER ® DENOTES EXISTING DOOR Marvin Ste � � ti� sociates, LLC planning design 2221 Fifth Avenue Seattle, Washington 98121 (206) 441 -1449 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TTtACKTOTHE GRID IS PERMITTED TOALIGN MINDSET 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. - -�-rr • zz B/S TENANT INTERIOR PARTITION. B/S TENANT DEMISING PARTITION. 3 PARTITION HEAD BRACING DETAIL NTS 4 B/S STANDARD PARTITION NTS 5 DOOR SCHEDULE NA 6 I NOT USED DRAWN BY: xH JOB NO.: 99135.004 � D Cssv E COMPLIAN CE APPROVED APR 1 1 2007 City Of Tukwila IN D a n' CHECKED BY: WJS DATE: 03/22/07 SCALE: AS NOTED REVISIONS/ISSUANCE: NO. REVISIONS INDICATED THUS A DATE 7 I NOT USED 8 NOT USED 9 I NOT USED 10 NOT USED TENANT: PUBLIC AMENITIES (VENDING SUITE) SHEET TITLE CII Y GP T � `O FIRST FLOOR _ '4' `'' "''' DETAILS 1)(0' it 7 REPRODUCTICK M.1IRATWJN CR PUBLICAIX11 CF THIS DRANK 111HOUT EXPRESS PEON BY USU. IS A OOF COP' T tAl °OMI`'T BY T I A 11 NOT USED NA! 12 NOT USED NA 13 NOT USED �u 14 NOT USED , 4 OF • • • • 11 • DEMOLITION PLAN SCALD 118 =1'-0" NOUN 0 S' 10' 20' 30' • • • A PUBLIC CORRIDOR O �r r r 6 �r r r n • 100 VENOM ROOM 45 I 101 I STORAGE CONSTRUCTION PLAN SCALE:118• =1'-0" NORTH 0 5' 10' 20' 30' I • 0 16, 0 CONSTRUCTION KEY NOTES: 0 CONTRACTOR TO UPGRADE SOST. WALL TO 8/S OE11SNG P A REVIEWED FOR CODE COMPLIANCE EQUIPMENT KEY NOTES: APPROVED VEMMAG- VERFYLOCATION WITH TENANT. PLUMBING KEY NOTES: O PROMESTUB WATER- VERFY LOCATION WfTH APR I ! MY City Of Tukwila ILD D N GENERAL CONSTRUCTION NOTES: 1. RE-USE EGSTMG DOORS a REUTES AS P065DLE 2. AMIDE FIRE ECTIOSUISHER BYCODE -VERIFY WM WRONG MR4AG ,T. • SOUTH CENTER CORPORATE SQUARE BUILDING 8 DRAWN BY: CHECKED BY: WS 360 ANDOVER PARK WEST TUKWILA, WA 98188 REVISIONS 1ssuANCE: REVISIONS INDICATED THUS TENANT: SHEET 11TLE: planning Marvin Ste:i.sociates, LLC design 2221 F ifth Avenue, Seattle, Washington 98121 (206) 441 -1449 FIRST FLOOR JOB NO.: 99135.004 DATE: 03 /22/07 SCALE: AS NOTED PUBLIC AMENITIES (VENDING SUITE) DATE DEMOLITION PLAN & CONSTRUCTION PLAN tx ri 't I IPRO�L N ALTERA11ON OR PLIBUCABON Cr THIS ORA 1El)OJT OHM PE11fIS9m BY IIS&A,, IS A VIOLA riON Of FEDERAL COPMGHT LAW COPW8GHT BY IYS�JI 2007. envoi= i{ TI -2 OF • t REFLECTED CEILING PLAN 04 SCALE: 1/8•=1'-0* 0 5' 10' 1101 20' GENERAL LIGHTING NOTES: 1. ALL ASPECTS OF THE OESHGN s CONSTRUCl10N OF 11E RAC SHAH BE PERKED BY THE CONTRACTOR 2. RE-CIRCUIT SwiT01h1G OF COSTING UGHTNG AS NECESSARY TO ccM'LY1MTH NEW LIGHT/NG LAYOUT. 3_ CONTRACTOR TO REMOVE Airy SOST G UGNf FIXRJRES NOT SHCFAH ON PLAN. 4_ CONTRACTOR SHWA VERIFY UTER &BRACING DGSTNGC U G GRID & UPGRADE TOO CURRENT CODES AS NECESSARY. 5. ONLY NEW SWfTOES ARE SWIM. 6_ RE-1 SE EXIT SIGNS AS POSE 7. REPLACE Ail MAIMED OR DISCOLOREDCEAIIG MS MO MG THE SLISPEI`OEOC MUPTO VIE NEW CONDMOK. a NORTH 30' TOTALS LIGHTING CALCULATIONS 2f MESSED FD(Tb$ES. 96WATTS! EAFD(TURES. RECESSED OOWMIR;HIT FIXTURES. 26WATTS/EAFIXTURES. I 8 0 4 12 a 8 0 0 0 4 0 COSTING EXIST. TO EXIST. TO BE EXIST. TO BE I NEW ROAN N RELOCATED REMOVED PLACE • 0 1 t SIMWARY ROME (4) Tar ranuRE 96 WATT MEMO (!) OCAW4UGHTFIXTURES WATT$EAMI .THUSDEEISNOWATTAGE LIDDED. PERCENTAGE OF ALIERATION Q LESS WHOA %. ELEC. /COMMUNICATION PLAN SCALE: 118' =1 '-0' ( 10 4P @ 60' 100 0 X 101 1 5 ' JL) 10' 20' 0 0 GENERAL ELEC./ COMMUNICATION NOTES: 1. REUSE OPETNG AT BLAMC FACE PLACES SAS POSSIBLE 2 CONTRACTOR TO REMOVE ANY DOSING ELECJCIIIMUNICATIONS OUTLETS NOT SHOUT ON PLAN. PATCH & FIN! TO WATCH E)OSING CONDITIONS. AN EQUIPMENT PROVIDED AND INSTALLED BY OTHERS` t - %— *, v is sr: • 0 A REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 nip City Of Tukwila WING SIN • NO. SOUTH CENTER CORPORATE SQUARE BUILDING 8 Marvin Ste sociates, LLc DRAWN BY XH JOB NO.: 99135.004 CHECKED BY: WJS REVISIONS/ISSUANCE: REVISIONS INDICATED THUS TENANT: STET TITLE: 360 ANDOVER PARK WEST TUKWILA, WA 98188 3 planning v design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441-1449 PUBLIC AMENITIES (VENDING SUITE) FIRST FLOOR REFLECTED CEILING PLAN DO ITEPROOUCTHCK ALTERATION E!2 Piil lCATlON OF THIS DRAW TIiHOUT EINRESS PERMIS9014 BY W. IS A V ATION OF TE,IJ A. OOP1fRXIIT LA1 OOP! IT BY US&A 20G7. DATE: 03/22/07 SCALE: AS NOTED DATE ECF; C `� / , I ► 0 iIi!'r .. . H R ) , pC ;I I rte•: TI -3 OF 4 1 •