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Permit D08-025 - SABEY DATA CENTER - TENANT IMPROVEMENT
SABEY DATA CENTER 3355 S 120 PL D08 -025 CityIlf Tukwila Tenant: Name: SABEY DATA CENTER Address: 3355 S 120 PL , 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 DEVELOPMENT PERMIT Parcel No.: 1023049069 Permit Number: D08 -025 Address: 3355 S 120 PL TUKW Issue Date: 03/06/2008 Suite No: Permit Expires On: 09/02/2008 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: DAVID KANG Address: 12201 TUKWILA INTERNATIONAL BL, 4TH FLOC) , SEATTLE WA 98168 Phone: 206 277 -5243 Contractor: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4TH FL , SEATTLE WA 98168 -5121 Phone: (206)281 -8700 Contractor License No: SABEYC *953RE Expiration Date: 12/05/2009 DESCRIPTION OF WORK: CONSTRUCTION OF NON - STRUCTURAL, INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE OF APPROXIMATELY 6800 SF Value of Construction: $107,273.00 Fees Collected: $2,195.04 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IA Occupancy per IBC: 0008 doc: IBC -10/06 * *continued on next page ** D08 -025 Printed: 03 -06 -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: Signature: Print Name: doc: IBC -10/06 Permit Number: D08 -025 Issue Date: 03/06/2008 Permit Expires On: 09/02/2008 Date: I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied v)lj 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 constructionrformance of work. I am authorized to sign and obtain this development permit. Date: 3 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. D08 -025 Printed: 03 -06 -2008 Parcel No.: 1023049069 Address: Suite No: Tenant: 33SS S 120 PL TUKW SABEY DATA CENTER 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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: Status: Applied Date: Issue Date: D08 -025 ISSUED 01/14/2008 03/06/2008 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: 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. 6: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDMONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 14: 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 doc: Cond -10/06 D08 -025 Printed: 03 -06 -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 chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 15: 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) 16: 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) 17: 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) 18: 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. 19: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 20: 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) 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: 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) 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: 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) 25: 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) 26: 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) 27: U.L. central station supervision is required. (City Ordinance #2050) 28: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) doc: Cond -10/06 D08 -025 Printed: 03 -06 -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 29: 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. 30: 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) 31: Local U.L. central station supervision is required. (City Ordinance #2051) 32: 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) 33: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 34: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 35: 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) 36: 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) 37: 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) 38: 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. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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)) 41: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 42: 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) 43: 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) 44: 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) 45: 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. doe: Cond -10/06 D08 -025 Printed: 03 -06 -2008 0 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 46: 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. 47: 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) 48: 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) 49: 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) 50: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 51: 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. 52: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 53: 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 ** D08 -025 Printed: 03 -06 -2008 Signature: Print Name: ! • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. ' -biV1O doc: Cond -10/06 D08 -025 Date: 3 - 6 - dam ordinances governing or local laws regulating Printed: 03 -06 -2008 0.1-LtKgr , CITY OF TUKWIL. .. Community Developmei« Department ''`,±�+ 9 - Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188 http://www.cttuk King Co Assessor's Tax No.: / 30 f — 9oG Site Address: 3355 Se /2o j7L4 ce- A- d4/t1 Tenant Name: SA IS D,4 TA- ce , sre 'L Property Owners Name: SAg ' / .7>A-r ct (.4:— Mailing Address: /Z70/ '7 u)c t•- luT 1 L $ Lvv , Fo izmµ Ft✓L Se 471 City Name: D f1 tt l4 b . . Mailing Address:. /72-0 / Tu k+•,, ,'t i l N ? / E -Mail Address: dot v dh O._ SGt _ . Gvy•t Company Name: Mailing Address: Contact Person: Aitez c ° e Fi eG E -Mail Address: jNt tt tr t Rio 3 (P S ASf.j • C,uy+1 Contractor Registration Number: 5,41-R, f .-/ ( ei s 5 C Company Name: Mailing Address: Contact Person: 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 ** S riti j ('on) sTrz, uc - r v.✓ /Z7c'J 71, v /Ail" 'L City . g it +J �, a ti S s i ./ c ) 32 ( S - �� 5V ' � �c Soc, )<1 P KOtr(3 D - I E Sk_i_ Day Telephone:0_00 277 2 State Zip Fax NumberC i) 6-2 - 9'j S/ .�i y 1 "PLn,. E NI ®rLrHWt ST- , /N ff6 ? Woo,4[.41■,.,.N )4V N• € • ea- •141kc_ Suite Number: Floor: 2. New Tenant: J .... Yes ® .. No 9&/6s State Zip City State Zip Day Telephone: t a-G 6) 277 — 52 5 3 Fax Number: ( 2O6 Z Z — 9 f S/ Expiration Date: f Z — 5- of / Fv/a/ City State Zip Day Telephone(20 6 ) S - 4 / u) Fax Number:_62.0 , 5.F 9 — 7/ 2 L.)f- Rk1I5 City State Zip Contact Person: /) L 4 )CQ Day Telephone(�'-v (v) S,).-5 -- 4 S 6 0 E -Mail Address: d (AA I C A J Sea. AMA--- , Cr , Fax Number: Q :\Applications\FormsApplications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 1 of 6 3 BJIEDTY sP RIVII� I�VFORI�A.TO �y206` � . .^ �,s.hi Valuation of Project (contractor's bid price : $ , 1 ® 2 • 0C Existing Building Valuation: $ f '3 32.4 6 0 0 Scope of Work (please provide detailed information): 'd $-r , F 4t' 1 t' al -io'R_ 'l v.r Anr i — / / 1 ea o e 4 e>^, -j— p 4 ( Moi-c i d� Will there be new rack storage? ❑.... Yes Q= Wpplications\Forms- Applications On LincU -2006 - Permit Application.doc Revised; 9 -2006 bh )t. No If yes, a separate permit and plan submittal will be required. rov de A'I ie il Areas in S e'Foot euBelo 5A F.'s , 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: P 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 - 1 /2 "x 11" paper including quantities and Material Safetf 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 trttAP titA: tcatileto� all e p p rm tfsinth�s atcahon • r i - ;5 '14.e.',„":, . J' ° -. ��..,,`� e. S - .,a'. _ ' k � 2 - a' t t }5 z' -u `�. J'° w ` -•o' S . . Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: //I ovvy Q r Print Name: Day TelephoneC) Z 7? — S2 y� Mailing Address: j ZZot Ir■sr � /3c.vO < < Fta F (A /8/t - City State Tap Date Application Accepted: '�j�9JIYJ 'b. Q :\ pplications\Forms- Applications On Line\3 -2006 - Permit Application_ doe Revised: 9 -2006 bh Date Application Expires: ari-l - Staff Initials: l Page 6 of 6 i Parcel No.: 1023049069 Address: 3355 S 120 PL TUICW Suite No: Applicant: SABEY DATA CENTER Receipt No.: Initials: User ID: Payee: doc: Receipt -06 R08 -02265 JEM 1165 SABEY CORPORATION TRANSACTION LIST: Type Method Payment Cash ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Descriptio Account Code 000/345.830 RECEIPT Amount 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 06/24/2008 01:34 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 D08 -025 ISSUED 01/14/2008 03/06/2008 4045 06/24 0711 TOTAL 60.00 Printed: 06-24 -2008 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER Receipt No.: Initials: User ID: Payee: R08 -00730 JEM 1165 TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description • 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 SABEY CONSTRUCTION INC Payment Check PLAN CHECK - NONRES Descriptio 41065 Account Code 000/345.830 RECEIPT Amount 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 03/12/2008 02:14 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 D08 -025 ISSUED 01/14/2008 03/06/2008 "'12 03/12 7'.710 TOTAL 60.:f doc: Receipt -06 Printed: 03 -12 -2008 Receipt No.: R08 - 00643 Initials: User ID: Payee: JEM 1165 ACCOUNT ITEM LIST: Description I 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 SABEY CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 40950 1,332.10 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts 1,327.60 4.50 Total: $1,332.10 Parcel No.: 1023049069 Permit Number: D08 -025 Address: 3355 S 120 PL TURIN Status: APPROVED Suite No: Applied Date: 01/14/2008 Applicant: SABEY DATA CENTER Issue Date: Payment Amount: $1,332.10 Payment Date: 03/06/2008 12:09 PM Balance: $0.00 9502 33/06 0 710 TOTAL 1332.10 doc: Receiot -06 Printed: 03 -06 -2008 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER Receipt No.: R08 -00119 Initials: JEM User 1D: 1165 Payee: SABEY CONSTRUCTION INC ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 40829 862.94 Account Code Current Pmts 000/345.830 862.94 Total: $862.94 Permit Number: D08 -025 Status: PENDING Applied Date: 01/14/2008 Issue Date: Payment Amount: $862.94 Payment Date: 01/14/2008 03:27 PM Balance: $1,332.10 7190 01/14 9710 TOTAL 862.94 doc: Receiot -06 Printed: 01 -14 -2008 Project: .� i - cr- Type of Inspection: .1 g , t Address: '7_. Date Called: Special Instructions: / Date Wanted: < < — � D Cl r a.m 1 p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 U Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: Ra't1 C,,)rf (T+ PA S I lnsp ctor: (Date: I , J - 1 _ j r ri $60.00 REINSPECTION FEE RE I UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: oR Proj `' c l.. 4 Type of Inspection: ,l / ! (, (J �� Address: r J2 y Date Called: Special Instructions: r::: 'PG A f ' 74 44 1 / / .); Date Wanted: ,vy ^� �C/ J� a.m p.m. Requester: Phone No: CS7 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 42-O2 S 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: rs e v yit Off/ 2-) 24 vrdi 1-4 ` 4 4 4 , Z .r /cam it.rl yc.N �- 4-(1---.1" rfe-ee_ rate:/03 El $60.00 REINSPECTION'EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: CONTS: - Type of Inspection: ///l/� Date Called: / 1 , r#s; / ) 4,6- J ariir flA L Special Instructions: Del g. 2 p p.m. Requester: . Phone No' � - 2s -3 7/ f5M v6 ia/i, ) Si/5 ,0 5/Cp a'i /i — 49-11.,14 ( ) G 4/L �1/5VS/ 1 -ili)c4C/24V41f4(21"d)4-ki ■ 3 II )relhiAl elf /)C f / /1 a Fi1r ,g ohl T Y b"4; �,i 1' //1/51 ..sro4 4'Aid ,1,9 -0A C 4.4 Pro' �] /9 Gj vial- Type of Inspection: ///l/� Date Called: A a re s: �, /26,06 Special Instructions: Date Wanted: / AO — (O e p.m. Requester: . Phone No' � - 2s -3 7/ INSPE trNo. CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tuk; MIA 98188 Approved per applicable codes. 1=1 Corrections required prior to approval. tor: Receipt No.: INSPECTION RECORD Retain a copy with permit I — Lr 0 $60.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. Call to schedule reinspection. 'Date: &g a25 PERMIT NO. (206)431 -3 COMMENTS: ?_? CAI( (t .5kr Address: -it• pt._ 3355 5. 114_ id. `, s (or (eL ;3' --\ 1 , t i - , S r l-AV ( • \ ) e ./\/ z ..V. , , • , 1 a.m.„ I,,,h - -9 ivy- _5 (1^ -1 p.m. Requester: / 7 Phone "2-0(0-2.5:1" - 3 W r / ! X j■) scif .- (o fesk r Jivv I «“ ! If C, earl 5 (A MN- 1 t Pro ec : Type of Inspection: G zA1 64 Address: -it• pt._ 3355 5. 114_ Date Called: Special Instructions: {� A►3 -r or .? �'"' nn �f/ ` t'C_. V_q A ; { ) / 1 r S.2., 'Cr l Date Wanted: a.m.„ Z '` �,Ir - J c ' `�T p.m. Requester: / 7 Phone "2-0(0-2.5:1" - 3 W r / ! �U Approved per applicable codes. one-02.. INSPECTION RECORD Retain a copy with permit INSPECT' NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 orrections required prior to approval. Inspec Date: 1 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: W.kW1Aaa.w RMMf glo lied Project: �S ! -c 49 Type of Inspection: \... ,r7v,49,».,v 6 Address: ?3� _ ,5' /?6 F _- Date Called: Special Instructions: .S 1 In ` V- Date W ted: 4 � � 2 C - Q� p.m. Requester: G G -2� - 367/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit .d. 62) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 _ IA& Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: PA Type of Inspection: 60,x /, 57/ L '< 54€ fy Ok Address: _„3355 $ 120 PL Date Called: F fl aPir —4,4/ i y y i Fp ofr- Far Tc,O., f,„, (So a p 10 r six 1/2 /2y/ 2 � a.m. Requester: Phone No 266 -2 •74(4fo.. ....2k Tv 4- =,-- Proj ec S 1,f c- 0A Type of Inspection: 60,x /, 57/ ,:eYv Address: _„3355 $ 120 PL Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No 266 -2 ' - 34 7 / 7 INSPECTION NO. INSPECTION' RECORD Retain a copy with permit vow -62 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: Y $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: Type of In ection: ` �ii,i J c j C�, • �, Address: ��s,� L .3 55 S I P Date Cal Special Inst uctions: Date Wanted: a.m. ©ii __1 -0 (-- adc1- Phone No: 2etf —Z.ss —3(7( ?Iv n .i-- ��� ► -t A/( .A () '\( 7 c i k p e." ;I ` C r .. ( 4 _ • , ,r f f Ju Project: 3 6 JA 4 c1 Type of In ection: ` �ii,i J c j C�, • �, Address: ��s,� L .3 55 S I P Date Cal Special Inst uctions: Date Wanted: a.m. Requester: Phone No: 2etf —Z.ss —3(7( D 025 INSPECTION RECORD Retain a copy with permit INSPECTION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. Inspector: • \. Date: El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: ti ;p OA G A i Z. T 4 ` J / Z 0 ld , . . P5 -- n( /S� c r/ C.. s'I S t I ---d e .4-P e" ,44.... As C Special Instructions: Date Wanted: 4 /- --J( p.m. Requester: Phone No: Project: f 1 Type (of_Inspe/cytign: Address 3.3_5 f - f l � itt— Date Called: Special Instructions: Date Wanted: 4 /- --J( p.m. Requester: Phone No: i9 - 62 $ INSPECTION RECORD Retain a copy with permit INSPECT ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspec r: M,A Date f i4 — Je5-- E $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: Date: COMMENTS: i i) d f,IN A .40 i oL ,,,t--( t1, / J -e .._ .3-1 f . — s I I i1 ec lePi 510 (--^'a- , " `sP €:) 13 s - LYX A f ' C )G,\._ A -4 d3e 4 .bel acJ nal c I g_ _.-- pt.-4 _.,..,--- a T . s Date Called: Special Instructions: Proje �t l Type of Insp ctio (Ai /` ti ®, f J Addres - 33 S� • i a T . s Date Called: Special Instructions: Date Wanted _' e ..06. � p_m Requester: Phone No: r�JO ' cJ7.) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Ej Approved per applicable codes. El Corrections required prior to approval. 4S—"- InspecXorT Dat4 _ — 66 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: de_Ma lia_ •A —s_ _ . -!.;:_ amediii.44.10;1 rva Project: 51 b L1 .1 Type of Inspection: S I k pgNeg f "vs Date Called: Address 33 5 1zO Special Instructions: Date C7 11 -�( f - 0 (J Requester: Ph � olne ;y^� 6`7_1 . 5 Li e INSPECTION NO. ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit , ■•• .ate. . . . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: 14-4 ■ c O CA . f [ - I A . Inspectof. Dat - (4 - rr $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: /' v ` Type of Inspection: �. 4/)'�/4/4 \J d ,( -,._ h X4 7/4 4 Address: ?.35 5- 5 /2 d / Date Called: Special Instructions: Date red: b �� Requester: Phone No: 4966-?5S 34 7 / aiR INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: • /lr l I c.,tucri 4. • - -s4A4 frill - 3 - PA ��! k a IL\ 7 Inspect Date 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: f E4 7/N 15 ff A e/ 2),97h nPr, a cJii TO 0I 1J 1 u K. I ;' ,ZCC F / f f i. 1a 7 ` / P Requester: v/t —' Phone No: _ Q 6 25 - 3c7/ Pro'ect: Type of Inspection: f E4 7/N 15 A e/ 2),97h A ress: 335 S /2o 72 t Date Called: Special Instructions: Date Wanted: L/ 2 e e a . pm. Requester: Phone No: _ Q 6 25 - 3c7/ 4 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: Date: ti :attt.M «.elAcADg.itaL!.:.. _ .L.saga•_._=- taalir -n.... 2: p ,x. Project: Sit iY.� i)1 r,' ; • Type of Ins ection: 1 ii .I' e" . r Address: 33 S Sa.• ft ; S � I /0 -• fiC Date Called: Special Instructions: Date Wanted: . a_m, p.m. Requester: Phone No: 1.0(C - 7 '� )� ? l J 6l(/ tv Dd ' -c?2. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PET NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: ) r 1- • \ f� iSe /La Inspegi r: I Dater $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: !. a— ,mow' + '.i ""' • V. • " fr. " • • • .. �' •4 L .. Project:' -� 9 Sprinklers: - Fire Alarm: Typepf Inspection: Address: - 2 2 5 c Suite #: 6 ,2 ((7 « Contact Person: W n ME. t LC Special Instructions: Occupancy Type: Phone No.: 2o69- 2S y — 1 ,V - 1 t 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 ]7c ,— OZ PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 I - 1 Corrections required prior to approval. COMMENTS: 4N - 011,- L- c f (j4114g tqo t 0 -- IOC C dam N o- ok.C,c-t --- S e , 'JIG - t.t A-t.,- - C7_ K.— 512, Hrs.: rs.. / Date: /0 /i.e ` $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: 2. FL. 0FF :z- a isr / • -Type of Inspection: Address: 33 55 Suite #: .. s 12.0 PL . Contact Person: t e� ,ek1 F.le HgtiI.3 mei I I AA / 604 4 -' si : O v PIS fiv -1.'eK Y S c- Gam', 'oc. ifie3soft; . <,�v, ,S g PaC bli c-f i kin, 1;7 in I3. Project: I,rte,n.i p 2. FL. 0FF :z- a isr / • -Type of Inspection: Address: 33 55 Suite #: .. s 12.0 PL . Contact Person: t e� ,ek1 Special Instructions: -' Phone No.: L /2S - 6V) - 217 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permit: Occupancy Type: 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT - o 2 gr. S o -- C'b1, PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. I Inspector: ..514.i S /5r Date: 09/6di' Hrs.: Word/Inspection Record Form.Doc 1/13/06 n Corrections required prior to approval. $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 F E COPY Permit No. Plar review approval Is subject to errors and omissions. Approval of construction documents does not atdhorize the violation of any adopted code • r ordinance. Receipt Of approved Feld Copy and con 9 • s is acknowledged: By Date: , - cce City of Tukwila BUILDING OIVIB [ON Project no: 07- SB08 -00 Location: 5' —l" 4 ' IGE 5, Fir 3 CITY Of TI JUN 1 12008 PERMIT CENTER burgess design I interiors 0 architecture 1320 fifth Avenue suite 500 . Seattle . WA 90101 TEL 200.587.7120 FAX;208, 897.7122 -r- CONSTRUCTION PLAN [ F I 0 Issued to: Title: 12' REVISIONS No `'` angel shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. Sabey Corporation, K. Anderson INTERGATE EAST #5 FLOOR 2 RESTROOM 101 x ELEV #3 4 EVIEWEL )E COMP APPROVED JUN 1 9 2008 Of Tukwila BI DIG DMSI 1 / 8" = 1'- 0" Date: 05/01/08 Project Manager: KK Scale: 1/8 " =r -0" Sketch No.: E )N . ASI -1 1. FLOOR AND CEILING RUNNERS - 'J' - SHAPED RUNNERS, 2 -1/2 IN. WIDE WTH UNEQUAL LEGS OF 1 IN. AND 2 -1/4 61, FABRICATED FROM 25 MSG CALV STFE.. RUNNERS POSITIONED WITH SHORT LEG TOWARD FINISHED SIDE OF WALL. RUNNERS ATTACHED TO STRUCTURAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT MORE THAN 2 IN. FROM ENDS AND NOT MORE THAN 24 IN. OC. 2. STEEL STUDS - 'C -r OR 'C-H SHAPED STUDS 1 -5/8 IN. WIDE BY 2 -1/2 IN. DEEP, FABRICATED FROM 25 MSG GOO STEEL. CUT TO LENGTHS 3/4 IN. LESS THAN FLOOR TO. CEILING HEIGHT AND SPACED 24 IN. OR 600 MM OC. 3. GYPSUM BOARD' - 1 IN. THICK GYPSUM WALLBOARD LINER PANELS, SUPPLIED IN NOM. 24 IN. OR 600 MM (FOR METRIC SPACING) WIDTHS. PANELS CUT 1 IN. LESS IN LENGTH THAN THE FLOOR TO CEILING HEIGHT. VERTICAL EDGES OF THE PANELS INSERTED INTO 7 SHAPED SECTION OF C -T STUDS OR THE . 11' SECTION OF THE C -H STUDS. FREE EDGE OF END PANELS SECURED TO LONG LEG OF J RUNNER WITH TABS IN RUNNER OR 1 -5/8 IN. LONG TYPE S SELF - TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT MORE THAN 12 IN. OC. TEMPLE -INLAND FOREST PRODUCTS CORP - TYPE IP -6 AMERICAN GYPSUM CO - TYPES AG-S BPB AMERICA INC - PROROC SHAFLNER NATIONAL GYPSUM CO - TYPES FSW, FSW-B PABCO GYPSUM, DR OF PACIFIC COAST BUILDING PRODUCTS INC - TYPE PG-10 STANDARD GYPSUM L L C - TYPE 1P -6 4. GYPSUM BOARD' - 1/2 OR 5/8 IN. THICK, 4 FT WIDE, APPLIED IN TWO LAYERS. BASE LAYER ATTACHED AT RIGHT ANGLES TO STUDS AND SIDE 'J' RUNNERS WITH 1 IN. LONG TYPE S SELF- TAPPING STEEL SCREWS STARTING AT 2 IN. FROM THE FLOOR AND CEILING RUNNERS AND SPACED A MAXIMUM 24 W. OC ALONG THE VERTICAL EDGES AND IN THE FIELD OF THE BOARDS. FACE LAYER ORIENTED PARALLEL. TD STUDS AND SIDE 'J RUNNERS MD ATTACHED WITH 1 -5/8 81 LONG TYPE S SELF- TAPPDG STEEL SCREWS, STARTING AT 3 IN. FROM THE FLOOR AND PULING RUNNERS AND SPACED A MAMA/ 12 IN. DC ALONG THE VERTICAL EDGES AND IN THE FIELD OF THE BOARDS. FACE LAYER JOINTS COVERED WITH PAPER TAPE AND TWO COATS OF JOINT COMPOUND. DIPOSED SCREW HEADS COVERED WITH TWO COATS OF JOINT COMPOUND. TEMPLE -IMAND FOREST PRODUCTS CORP - TYPE 1G-C SPEACIAL NOTE: ALL PENETRATIONS REQUIRE 2 HR SMOKE DAMPERS AND FIRESTOPPING. Project no: 07- SB08 -00 U428 Location: IGE 5, Fir 3 burgess design ( interiors 0 architecture 1326 Rftb Avenue Suite 500. Seattle . WA 08101 TEL.: 206.567.7120 FAX:206. 687.7122 DESIGN NO. U428 NON- BEARING WALL RATING 2 HR Issued to: Title: HORIZONTAL SECTION AMERICAN GYPSUM CO - TYPES AC-C BPB AMERICA INC - PROROC TYPE C BPB CANADA INC - PROROC TYPE C. LAFARGE NORTH AMERICA INC - TYPE LG C-C /A NATIONAL GYPSUM CO - TYPES FSW-C, FSW-G PABCO GYPSUM, DN OF PACIFIC COAST BUILDING PRODUCTS WC - TYPES PG-C, 5/8 IN. TYPE C. STANDARD GYPSUM L L C - TYPE SC-C NU -WOOL CO INC - CELLULOSE INSULATION 'BEARING THE UL CLASSIFICATION MARK Sabey Corporation, K. Anderson INTERGATE EAST #5 FLOOR 2 RESTROOM .tit! i tW t1) K)I( Fc9 COMPLIANCE APPROVED JUN 19 2008 City Of Tukwila BUILOIN DIVISION 5. BATTS AND BLANKETS' - (OPTIONAL) - MINERAL WOOL OR GLASS FINER BATTS PARTIALLY OR COMPLETELY RING STUD CAVITY. ANY MINERAL WOOL OR GLASS FIBER BATT MATERIAL BEARING THE UL CLASSIFICATION MARKING AS TC FIRE RESISTANCE 5A FIBER, SPRAYED' - AS AN ALTERNATE TO BATAS AND BLANKETS (ITEM 5) -- SPRAY APPLIED CELLULOSE INSLLATION MATERIAL THE FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY W ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. NOMINAL DRY DENSITY OF 3.0 LB /FT3 . ALTERNATE APPLICATION METHOD: THE FIBER IS APPLIED RR US. GREENFIBER LIC TYPE AD100 HOT MELT AETH SNE AT A NOMINAL RATIO OF ONE PART ADHESIVE TO 6.6 PARIS FIBER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. NOMINAL DRY DENSITY OF 2.5 LB/FT3 . U S GREENYTBER L L C -- COCOON2 STABILIZED OR COCOON-FIN (FIRE RATED MATERIAL) 58. FIBER, SPRAYED' - AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 5) AND RBI SA - SPRAY APPLIED CELLULOSE INSULATgN MATERIAL THE FIBER IS APPLIED WITH WATER TO INTERIOR SURFACES IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. APPLIED TO COMPLETELY FILL THE ENCLOSED CAVITY. MINIMUM DRY D NSITY OF 4.3 POUNDS PER CUBIC FT. Date: 05/01/08 Project Manager: KK Scale: NTS Sketch No.: ASI -2 ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. SABEY DATA CENTER INTERGATE EAST BUILDING 5 SDC -52 SECOND FLOOR OFFICE REVISION N0. TUKWILA rICO APP > "173t OMPLIANCE MAfr ." STRUCTURAL CALCULA1f_I bO8 025 March 6, 2008 ENW Project No. 99- 136030 • • COPY perrIt RECE E[: MAR 0 6 2008 PERMIT CENT& • 6869 Woodlawn Avenue NE • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 www.enwseattle.com ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 X X 27' -9" L6x6x SAI3EY DATA CENTERBLG. 6 PARTIAL FRAMING PLAN 3efiic004,' ceav6 s L6x6x s / 4 2 6 ------ 11 m „C N: q pr = 1 ' y 7. e DWN: N.K. ENG'D: D. LAKE JOB NO: 99136029 -3 DATE: 3 -7 -08 SHEET: S2 BEAM SABEY DATA CENTER-BLG. 6 REVISION TO (3rd FLOOR OPENINGS) ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 �- 3 SIDES SHAFT WALLS SUPPORT. FLOOR SLABS FLOOR DECK 31x +x0' -31" TYP. R OPENING SUPPORT FRAMING BELOW FLOOR DECK SECTION A -1 i " = 1 - o " !. BEAM DWN: N.K. ENG'D: D. LAKE JOB NO: 99136028 -3 DATE: 3 -7 -08 1/0411141 LEE 17410E- moss r 14014174A1 W170141. FEN FOOT 14,11 014 TR 1 a 1 UTE010404181,91 / MAX OEFlECT1 lint WADI IN,EET in lb 2 4 6 8 10 12 14 20 25 8 a 8 1 51.0 49.3 001 49.3 47.0 35.0 27.9 23.0 19.5 13.2 10.1 7 ace 0.77 0.30 0.44 0.67 0.97 1. 86 29 i• 45.0 38.8 0.07 38.8 38.8 31.1 24.7 20.4 77.4 71.7 8.95 0.04 0.16 a 29 0.46 0.66 0.97 1.96 29 I• 38.9 29.3 0.01 29.: 29.3 27.1 21.5 , 17.8 15.7 10.2 7.79 0.03 0.13 0.29 -4 0.46 466 0.90 1.86 29 1 32.7 21.0 0.03 21.6 21.0 21.0 18.2 15.0 12.7 8.55 8.57 71.03 0.11 0.27 0.44 0.67 0.91 1.37 2.9 1 26.6 13.8 13.8 13.9 13.9 13.8 12.0 10.2 8.82 5.14 0.03 0.03 0.09 0.22 0.44 0.66 057 1.37 17 T I rA -; 2s Rs N: Ss OIX MIO ra ! g N sI 4d .=d 4d 4d wd aid aid 4d 4- 4- 4- - : 6 a 6 1 37.5 45.8 38.5 25.5 190 15.1 0.02 0.7 it 0.63 8.98 2.6 5.10 40 1'• 311 36.3 0.02 343 22.9 17.0 13.5 8.07 4.56 0.1 0 093 25 4 0 1 28.7 27.7 0.01 27.7 19.6 14.6 11.6 5.30 3.98 0.09 0.22 439 0.61 2.5 19 I• 24.2 20.0 ace 20.0 ape 16.6 022 123 039 9.81 067 4.49 25 338 19 1a 21.9 162 0.01 162 15.0 11.1 8.85 4.06 3.10 0.01 1 0.61 2.5 19 I 195 13.3 0.01 73.3 13.3 10.0 7.97 3.64 2.74 007 0.22 cue 067 25 19 11 17.2 102 0.07 102 102 8.78 6.96 3.16 2.39 ace 0.19 0.39 0.61 2.5 4.0 } 14.8 7.77 0.01 7.77 ape 7.77 7.50 0 2.75 2.08 2.5 ap S • s } 23.3 26.5 20.4 13.5 10.1 7.96 0.02. 0.12 an 0.Y a76 to 10 • 3 . 4 IF 199 19.2 002 17.0 11.3 8.38 6.63 3.02 123 0.12 0.27 0.37 074 3.0 4.7 1 18.1 129 001 12.9 011 9.20 8.84 5.41 2.47 1.79 026 047 0.73 10 4.7 1 72.3 7.59 0.01 7.59 7.01 5.21 4.13 I.83 1.36 009 025 046 0.73 10 49 1i 10.4 5.41 0.01 5.41 5.41 4.37 1.53 1.09 007 0.24 0.47 11 5.1 'O EQUAL ANGLES 73e1ract1N1 onus* m the non Of 949 newt 174e we (et' Dun 1/180 of tin 0411. Loaf •4\11 70 014 loft of o19 or0un Iiraa no b4w 00 *1r DematT. ae0 Ise then 6awral ltd. Safe 4. Safe ,wd Tables for Laterally Unsupported Angles Normal-Strength Steel -36 ksi yield stress 014 04rlffarbb HIGH STRENGTH STEEL (52 ksi) BASED ON AS CAI 1968 NOY1N4l LEE 4 77 4 3 }a 3} 313 DACE- #5311 NOa47NAl } I. 10 I. I. } in } } I' IrE 70NT PER FOOT lb 15.7 12.7 9.7 8.1 8.6 73.5 11.0 8.4 7.1 5.7 11.4 9.3 1 7.1 5.0 } 48 1 3.7 2 18.2 0.03 12.3 0.03 7.33 0.02 5.10 0.02 3.45 0.02 16.2 004 11.9 0.04 7.16 0.03 5.00 0.02 3.40 0.02 11.5 ape 9.84 0.05• 8.93 0.05 4.92 0.04 3.32 770 7.95 0.02 70.8 8.06 0.17 6.70 077 5.13 0.77 4.28 0.17 3.40 0.16 5.72 0.21 4.79 0.20 3.67 0.20 3.07 019 2.53 0.19 1.92 0.19 SAFE 0 LOAM MEWL / A44 DEFLECTION Im1 SPANS IN FEET 4 8 0.15 8.89 0.15 6.69 0.74 5.10 0.73 3.45 0.11 0.44 0.13 4.43 0.33 3.67 0.33 3.00 0.33 5.33 0.39 4.43 039 3.39 0.3s 2.83 0.38 2.33 0.36 3.77 0.•7 3.16 0.46 2.42 2.03 0.44 1.67 0.Y 7.14 0.34 5.75 1.27 0.474 0.61 4.27 0.59 3.29 0.59 2.73 0.58 2.23 3.59 3.95 0.70 3.28 0.69 2.51 0.68 2.10 0.68 1.68 0.67 2.79 0.67 2.34 0.67 1.79 a79 1.50 0.79 7.23 0.79 0.94 0.30 8 5.30 10 4.19 0.95 3.37 0.93 2.59 0.92 2.15 0.92 1.78 094 3.11 1.10 2.55 T.07 1.98 7.08 1.65 1.07 1.32 1.05 2.19 1.30 1.84 1.28 1.41f 25 1.18 1.24 0.97 1.24 0.73 7 . 27 0.96 0.79 1.62 0.58 1. 10 12 3.43 7.37 2.76 7.34 2.13 7 1.76 1.34 1.44 1.37 2.54 58 2.08 1.55 1.62 1.54 1.08 1.5♦ 7. 87 2.8 1.47 63 1.15 1.87 2 1 25 2.5 2.5 0.65 2.5 0.47 2.e 14 2.82 1.88 2.32 1.64 1.79 1.82 7.48 7.85 1.19 1.87 2.13 2.2 1.75 27 1.34 27 1.32 1.11 1. 52 27 0.89 1.79 1.49 7.22 0.95 0.80 19 0.94 3.9 0.73 4.0 1.30 4,4 1.08 4.4 0.84 43 0.69 44 0.55 4 . 6 0.91 5.1 0.75 5.2 0.58 5.2 0.48 S1 0.39 5.3- 0.27 5.8 7.81 15 1.49 18 1.15 Loading area 0 25 1.29 60 1.06 60 0.80 40 0.65 0.3 0.51 67 0.92 7.0 0.78 7.0 0.59 7.1 0.48 7,2 0.38 • 7 0.61 6.2 0.51 6.2 0.40 3.2 0.32 63 0.26 9.7 0.17 9.0 The toffees are 4771174tai 7p 10401 =ON10 roes. we 661744 nalf 8 749 161407 On either one Of the shear Centre-. me fi . 1. . Sil v3g $14PPLY NO RF. SI Arilt . . • " km TO ND FLOOR; MIS CEHJAft PENEMAIMA• 1.0tATIPNS , VIISOS - • ..$ • 4L kir 1404:45 Lvat,pem swan F HVAC 2ND FLOOR PLAN toN t ...... . ...,,..• :2 wtozi 1 :, i -,..., ...f . •,soctiw.,:z!oNLY : I f.. :.1 : 5, ;.• f I, :i . 1 (2) 1405 MOM SVOCE1Gt 0 1 3 . .. ; ...... 15 -1 • c--? rr • 1 1 .......r. ...•' r....:24.,.4 .; • ••;,., j i : • i ••. ; i: : i ; 4 .....i.,-;.„ ..t.......1 • • . .• • . 1 , : ; ; ' r . • ' 1 4 ■ i - i •■ '' 1 • • "..- W.- ; • 4 ■ • . - • . '• . Ek) En A if Oil- F s V iek .P.2.•054) ,6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 FAX # (206) 522 -6698 Oit i G .. /4/ / ( I C JOB No 1 1I�UP003 JOBNAME Op UG, (A441/1U" `A1 61 \I DATE 4/4rP SUBJECT ' ? fk 2 l a 0 f ` Aitt SHEET r ,' , L OFF B Y ` I a L- • • ENGINEERS — NORTHWEST INC. P.S. 14" V vnlRec,i = 1522 g 0 0 JTV� 151- V I G7n +AA Vie • • Vt t �oQ Vo = 24,8 VT= .10i% • g q\ 1o4 R . t4 3c,1%o vv 3geoVo 42Z V-r 01 'go 'V _ 19q sq ,1 � "I _ ,tigti V D 711 4'12 24(o3 v \p " - log vT ;144. • .Ia IL1 M BEAM r SIDES SHAFT WALLS SUPPORT. FLOOR SLABS FLOOR DECK TYP. R pnrir OPENING SUPPORT FRAMING REVIEWED FOR BELOW FLOOR DECK CODE COMPLIANCE APP OVE : SECTION A- fl Tukwila i " DMVISI N RCCE @VEC? MAR 061008 REVISION NOLL 000 O2S PERMIT CENTI_F SABEY DATA CENTER-BLG. 5 REVISION TO (3rd FLOOR OP.NINGS) ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 MAR ! 2001: itC 1. BEAM DWN: N.K. ENG'D: D. LAKE JOB NO: 99136028 -3 DATE: 3-7-08 SHEET: S i 33 \AREAOF WORK 27' -9" X L6x6x s B L6x6x SABEY DATA CENTER-BLG. 6 PARTIAL FRAMING PLAN ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 ) r DWN ENG JOB DAT SHE . N.K. 7 D: D. LAKE . 3 -7 -08 ET: S 2 NO: 99136028 -3 A F N 3 v 7 EN6INEERS NOICHIWEST 1,. P.S. S FBI 4.1'-J iN F-3 • ii') Wo)i N. I SLA V I . \V' qti 1 15 (206) 525- 75601. i2061 522• brom r Data Center INTERGATE EAST BUILDING 5 Tukwila, Washington RESTROOM FRAMING STRUCTURAL CALCULATIONS, 0 ...,_. '1 7.-- - ■ , \,..""•.&-t; iJNA 1. 1 .-= -,—,--:; i2•2-01 ENW Project No. 99136 0 G Of Tukwila B IL IN D I N REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 5 200 p r-rsr-nn- n . ILA JAN 14 PLI tam I Gtzi I ER Ow"' VhS ENGINEERS NORTHWEkT 1NC, PS. — STRUCTURAL ENGINEERS 6860 ViAvi 14 E. g2O5. Sirr1,WA 93. I 15 (2O6 52$--1560 FAX (200 52240$ PRontr# # c DAM I - SuBlEcT pro-4n 11) Ar coirot, 4 SMET OF BY ENW ENGINEERS NORTHWEST, INC., P.S. STR UCTUR AL ENGMEER$ 6869 Vt Ave:- J. g„ fi205, SEAM:E. WA 98115 (06) 2-75O FAx ('06) :522-4698 PROJEC7.# 99t/t ;0 PRorEcr < C - 0411)^, DATE SuaiEcr $.1-1F.E1 OF t%y Oitteet.d "e 6c0 S /42.- 13 G A#400.0 AMA) okost 5 672 J. *6.60 MOO 2.Itt 2.-60 •44,/c<wr ,pacA fikto: 0 )1 AP e iez 1 44 tg? - 70 toitals al-rigc0 M. $tiois L. s4,41 MOST RESrRCTVF: (E) OBSTRUCTON fr.:. !'• IN CORROOR . PO4 - "t SUBJECT ENGiNFFES NORTHWEST, INC? P.S. STRucr URAL ENGINEptS 6869 WCOOLAWN AVE. N. E, #205. SEArrti. WA 93115 (206) 573-7560 FAx (206 ) 522&9 8 PRwrer 5n/bel...7 a SECTION DESIGNATION: 6 INPUT PROPERTIES: Web Height = 6.000 in Top Flange = 1.625 in Bottom Flange = 1.625 in Stiffening Lip = 0.500 in Punch Width = 1.500 in 12 in 16 in 24 in 1996 AlSt Specification ASD DATE: 12/12/2007 162-33 Single ALLOWABLE. WALL HEIGHTS LATERAL LOAD ONLY doir.S=1.00 fdri UtiPtint.heil Web. AppmaLESPANS,SIMPLEISPAN STUD DEFLECTION LIMIT SPACING 1.1240 1.)364 38! 27° Steel Thickness = 0.0346 in Inside Corner Radius = 0.0764 in yield Stress, Fy = 33.0 ksi Fy With Cold-Work, Fye = 33.0 ksi Ponchout Length = 4.000 in 26' 7° 2 26 0" 22' 19" 10" NOTE: Wall Heights Assume Full Supped olthe Compression Flange, (Sheathing or Mechanical Biraclngil Project. Sabey Data Center • MOO: header at mandcors f $atOjon t2) 6008114243 Eliztett (X-X Axis) titaX6*. .1904.3 , Igitititent of Inertia, 1 FT a.588 itr.4 apt been niodgiettlor tit checks not been modified tor.doilectidon calculations -atatalarijitgfttioaCtmok PtetaterSpir 1996 AISI Specification W11999 Supplement +00 It Date: 12/12/2007 Fy = *1 Itsi Van 12240W Mmax 11/Maxi t4pdo 13raiciirg htfitpio) Mpotj Deiledtkin f(40 11446 Ma(Brc) Ratio 260.0 0.107 260.0 For 1901.3 0A31 0.007 tJOIB'I tanibilted Rendtatt and Welijfattact R.gt$IOD ttr 40 Pr lo d IA 11 P*L9.1 R2 240;0` 1.00 Mma 4 ntr- Ptrego (1 Vaft#4. fte0? a 0.0 to sri 342:9 0.0 1:00 No PI:Mb Reacting and Shear :Reaction or VrtyOt *Me* Via tkir. 11*.. 0044 RI 2 1 . ) 0 (Ft=1..b) pater MI Ma 1;00 %/Alp- 0::21 tito if soften 0.:013 alf NA R2 260:0 0.0 1.00 021 olio OM NA King County Data Center Date and Time: 12/12/2007 3:08:30 PM MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = -12Z29991 Data are based on the 0.10 deg grid set Period SA (sec) Mg) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.6 Map Value,, Solt Factor of 1.0 MC E Parameters x Specified Soli Factors 412 fitas Soil Factor of too 1.G 073.7 Soil Factor of 1.52 It/IMPatameterS - Conterminous 48 lip 'Code -08168 Central Latitude = 47A88839 COW LOgittlde =,12219991 Dataapa based onthe 0.10 deg grid set Ftgagi SA (see) Mg) 0 1400 Map Vatue, .$931 rata' of 1,0 4.0 0485 MapVakeSeUFactorOf1O MCg§MOTRUM x'$011. FACTORS Fa;= 1. F41 1.'52 Period di°64 (09) awn ()AM 14)00 1,100 120 i:300 .49,9 :too 1,600 1.70 1,8001 1.900 2.000 SA Mg), 0562 0.4FaSs 140.6 140s T=0.2, Flags 14.0.6 Ts 12Z8 105.3 092.1 08 073.7 T=1.0, ktsi 057.0 061.4 056.7 052;6 04a1 046.0 043.3 040,9 038.8 036,8 1. eptcp3s otetis i).r. - 04 (...1)(,)b) 61-0 ( to) Co. 2 tt. zzl- 4 Riot_ 6 ,ZZ 7 '1• 7,-y- t 4 I -7-I PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -025 DATE: 06 -11 -08 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 after Permit Issued DEPARTMENTS: (0 -[1 Bui g 'vision Public Works Comments: Documents routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete RI Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: n n n DATE: DATE: Planning Division Permit Coordinator No further Review Required n DUE DATE: 06-17-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 07-15-08 Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPART ENTS: Buildi Public Works Complete Comments: sion TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • Rtd: , :;OORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -025 DATE: 03 -06 -08 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 'I After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n ❑ Permit Coordinator DUE DATE: 03-1 1 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 04 -08-08 Not Approved (attach comments) n DATE: Planning Division Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -025 DATE: 01 -14 -08 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: y O Buil•Ij g I/1 ision Public Works Complete Comments: / TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: • PERMIT COORD COPY • g k- Ai*/ 3 +v Fire Prevention X Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n r yi. , I - � S �' Planning Division YkiL, I-IV Permit Coordinator n DUE DATE: 01-15-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DUE DATE: 02-17-08 Not Approved (attach comments) n DATE: Not Applicable ❑ El 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 I 3 -t - og LAAL 077112- ,.,---- f Summary of Revision: Srucwa( Glna -to .0.- k,r sys+ ewl Received by: DAv Xi/N(7 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: /fin (1100A1, V) pru, far- 5itytfr wevt- r Received by: f ((4 2&' 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: Sct R CevvIrt r PERMIT NO: 4111 8 - SITE ADDRESS: 3367 1)4 Vl ORIGINAL ISSUE DATE: 3 REVISION LOG (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Project Name: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: (3 3 S 3 /2O Contact Person: l 0 4 - g c . I n C a �z c 's Phone Number: Summary of Revision: kV/ ?4.1/qc— Sheet Number(s): AS/- - - , ,S_ - 2- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: G►� 9k 1 54 Entered in Permits Plus on • • City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 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 Plan Check/Permit Number: Sax S- 2-' Tcs741/z._ #4PT" 14/�L[. Pois - 02s /ST t . 2o6 3Z( ¢/77 Steven Al. Mullet, Mayor Steve Lancaster, Director CITY L JUN 112008 PERMIT CENTER Date: 3 - 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: 543E y max► eEr.rc- — Of G ES ?eN z14T o,sj ( C 5v e im'r c o u r.1 Plan Check/Permit Number: 00 t' 6 a S ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # A , Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: 33 55 S. / 2-O e -Tv W e W ST 12 V GN✓� ►`� L Got l� ° u Lm-Ti cri. S ._ L ° tNL i i " CSs-1 u'( Steven M. Mullet, Mayor Steve Lancaster, Director Contact Person: vi a MN & Phone Number( 2-d 6) 2 77 - Summary of Revision: Nt1 i sla ve:nmba ctA-aN4 7"o Lr�r�n Sy S71 RECEIVED cf5 Y CF 1 isiwnu jvigj� C LUUU PERMIT CENTE1i Sheet Number(s): 3 % ' . 6 .0 -L A - ZA -f A A , 7,/ A "Cloud" or highlight all areas of revision including date of revis -- Received at the City of Tukwila Permit Center by: `g-< ntered in Permits Plus on b - 0 3 \epplic fama-applications on line xcvision submittal License Information License SABEYC *953RE Licensee Name SABEY CORPORATION Licensee Type CONSTRUCTION CONTRACTOR UBI 600254734 Ind. Ins. Account Id 33122101 Business Type CORPORATION Address 1 12201 TUKWILA INTL BLVD 4THFL Address 2 City SEATTLE County KING State WA Zip 981685121 Phone 2062818700 Status ACTIVE Specialty l GENERAL Specialty 2 UNUSED Effective Date 12/5/2005 Expiration Date 12/5/2009 Suspend Date Separation Date Parent Company Previous License SABEYCI033KM 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 #1 HARTFORD FIRE INS CO 52BSBDQ2825 11/29/2005 Until Cancelled $12,000.00 12/05/2005 Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID A PRESIDENT 12/05/2005 HARMON, JAMES N SECRETARY 12/05/2005 Look Up a Contractor, Electri or Plumber License Detail 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. • Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= SABEYC *953RE 03/06/2008 GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR I5 RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID D 20' - L ANGLE @ AT CENTERLINE SHEET NO. SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: 0 INDICATES FINISHED 1 SURFACES TO ALIGN DRAWING TITLE BAR 0 TITLE FLOOR ELEVATION SYMBOLS 92' -0" +1' -0" NOMINAL FLOOR ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE - SPACE NAME --a- SPACE NUMBER 1 1127 1 DOOR SYMBOL DOCUMENT SHEET SYMBOL DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE . KEYED SHEET NOTES -0 GLAZING SYMBOL - REVISION NUMBER ARCH / INTERIOR ABBREVIATIONS ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX -- APPROXIMATE ARCH ACT AV BLDG BOT CAB CL CLG CLR COL CONC CONF DEMO DEPT DF DIA DIFF DIM DTL DW DWG EA EL ELEC ELEV EQ EQUIP EXT FA FD FE FEC FFE FIN FLUOR FLR FO FOIC FTIC FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF - ARCHITECTURAL - ACOUSTICAL CEILING TILE - AUDIO VISUAL - BUILDING -- BOTTOM - CABINET - CENTER LINE - CEILING - CLEAR -- COLUMN - CONCRETE - CONFERENCE - DEMOLITION - DEPARTMENT - DRINKING FOUNTAIN - DIAMETER - DIFFUSER -- DIMENSION -- DETAIL - DISHWASHER -- DRAWING - EACH - ELEVATOR - ELECTRICAL - ELEVATION - EQUAL - EQUIPMENT - EXTERIOR - FIRE ALARM - FLOOR DRAIN -- FIRE EXTINGUISHER -- FIRE EXTINGUISHER CABINET - FINISH FLOOR ELEVATION - FINISH -- FLUORESCENT - FLOOR - FACE OF - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR - FURRING - GAUGE - GENERAL CONTRACTOR - GLASS - GYPSUM WALLBOARD --- HANDICAPPED - HARDWARE - HOLLOW METAL (STEEL FRAME) - HOUR - INCLUDED OR INCLUDING - INFORMATION - INSULATION - LAVATORY - LINEAR FOOT - MATERIAL - MAXIMUM - MEDIUM DENSITY FIBERBOARD MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OFFICE OPENING OVERHEAD PAINT PARTITION PERFORATED PERIMETER PERPENDICULAR PLASTIC LAMINATE PLYWOOD QUANTITY RELOCATED RETURN AIR REFLECTED CEILING PLAN RECESSED REFERENCE REFRIGERATOR RELOCATE REVISION OR REVISED ROOM ROUGH OPENING RATED SCHEDULE SQUARE FEET /FOOT SHEET SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE STANDARD STEEL STORAGE STRUCTURAL STRUCTURAL SYMMETRICAL TO BE DETERMINED TELEPHONE OR TELECOM TEMPERED THICKNESS TOP OF TOP OF SLAB TYPICAL UNLESS OTHERWISE NOTED UNINTERRUPTED POWER SUPPLY VINYL COMPOSITION TILE VERIFY IN FIELD WITH WATER CLOSET WOOD WITHOUT A. DEFINITIONS: MECH - MEZZ - M FR - MIN - MISC - MTD - MTL - N/A - NIC - NTS - OC - OFF - OPNG -- OVHD - P - PART - PERF - PERIM - PER P - PLAM -- PLYWD - QTY - (R) - RA - RCP - REC - REF - REFR - REL - REV - RM - RO - RTD - SCHED - SF - SHT - SIM - SPEC -- SPKLR - SPKR - SQ - STD - STL - STOR - STRL - STRUC - SYMM - TBD - TEL - TEMP - THK - TO - TOS - TYP UON - UPS - VCT - VIF - W/ - WC WD - W/0 - DEFINITIONS AND DIMENSIONS 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. BUILDING SUMMARY PROJECT ADDRESS: SABEY DATA CENTER INTERGATE EAST BUILDING 5 -2ND FLOOR 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: - ICC CONSTRUCTION TYPE IA FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: B (SERVER FARM) 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 6. PROJECT DESCRIPTION: NEW PARTITIONS, DOORS AND FINISHES. STREET MAP SiN a 7 a7 a s 122nd St � m a (.0 cn Pnrlc 8 ftf1 vt 8128th St 21)115 P,1apOuest, InC, S 112th St ' ' 7r61h . .. F AREA - OF WORK I 1 S 120th Pl .... s 'Mt St S11 tltSt s 125th St FLOOR PLATE - N.T.S. S 11 S t Q. ti ti 124th st 4, <- I - 2004 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: - 6,862 SQUARE FEET TOTAL APPROXIMATE SUITE AREA: - 185,465 SQUARE FEET OCCUPANT LOAD FACTOR: - 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: - NO CHANGE NUMBER OF EXITS: - NO CHANGE MINIMUM EGRESS WIDTH REQUIRED: - 3'8 ", 3'0" AT DOORS COMMON PATH OF TRAVEL: - 100' AREA OF WORK HAS LESS THAN 30 PER IBC 1014.3X2 NEW STRUCTURAL CHANGES TO FLOOR SYSTEM. ' 600ft 4 sf4 a1 );. N Allentown • 51SOIllS 07 95 N +,' TEQ OCCUPANTS DRAWING INDEX DRAWING ISSUED PROJECT TEAM TENANT: Sabey Data Center Intergate East 3355 South 120th Place Seattle, WA 98168 Tel: 206.243.0175 Fax: 206.243.0269 ATTN: JOHN SASSER ARCHITECT: Burgess Design, Inc. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 TeI: 206.587.7120 Fax: 206.587.7122 ATTN: KIP KOLODZIEJSKI EMAIL: kipk©burgessdesign.net BUILDING MANAGER: Sabey Intergate West 12201 Tukwila International Blvd, 4th Floor Seattle, WA 98168 TeI: 206.277.5212 Fax: 206.282.9951 ATTN: SANDRA SUSKIC STRUCTURAL ENGINEER: Engineers NW, Inc. 6869 Woodlawn Avenue, NE Seattle, WA 98115 Tel: 206.525.7560 ATTN: DAN LAKE EMAIL: danl@enwseattle.com GENERAL G.0.0 0.0.1 G.0.2 ARCHITECTURAL / INTERIORS A.2A.1 A.2B.1 A.9.1 DOOR SCHEDULE / DETAILS A.9.2 SPECIAL NOTE: STRUCTURAL CALCU COVER IN 8 -1/2" X 11" FORMAT. LONGEST COMMON PATH OF EGRESS TRAVEL = 82' -0" LONGEST COMMON PATH OF EGRESS TRAVEL = 97' -0" . eo NO CHANGE TO EXITS. THIS AREA OF WORK IS ALSO KNOWN AS PHASE 2. EACH OFFICE AREA HAS LESS THAN 30 OCCUPANTS. v o PROJECT NOTES SITE PLAN DETAILS / STRUCTURAL DATED 1/8/08. ® D 0 0 GENERAL CONTRACTOR: Sabey Construction Intergate West 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 Tel: 206.281.8700 Fax: 206.281.9951 ATTN: GLENN PARRY EMAIL: glennp@sabey.com WA License: SABEYC1033KM HVAC CONTRACTOR: TBD ELECTRICAL CONTRACTOR: TBD FILE COPY Permit Nal Plar review ammo, le subject to anon and embalms. A tnacdon documents notes the � of ,.. , -µ any adopted Receipt By Date: 3- / BUILDING of Tukwila ING DIVISION COVER SHEET / PROJECT INFORMATION CONSTRUCTION /ELECTRICAL /FINISH PLAN REFLECTED CEILING PLAN SUB ITTED TO CITY UNDER SEPARATE NEW STRUCTURE CALCULATIONS FOR FLOOR PENETRATIONS SUBMITTED UNDER SEPARATE COVER IN 8 -1/2 "X11" FORMAT DATED 3/6/08. EXIT Ne �>>,� RE1/ISIpNS of W sh all be ma , tk without dp to the scope Tt, kwila Building or i v li of NOTE: Revys,cn$ will require a Div!$ion. and y it elude additional plan review submittal fees A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design I i nteriors 0 architecture 1326 Fifth Avenue Suilc 500. 5c ulc. WA 98101 TEL: 206.587.7120 FAX:206. 587. All reproduction & intellectual property rights reserved c 2006 SEPARATE PERMIT REQUIRED FOR: Al chanic,al Electrical iPlumbin L Gas Pipi City of Tukwi L Professional seal No. Issue Description PERMIT A REVISION Drawn by: RW Reviewed by: KK Project No: 07- 5B08 -00 Date 01/08/08 03/05/08 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced R OO8O15 Ems,E 'Ee k F Ns' MAR 0 6 2008 PERMIT GEN PROJECT NOTES DMSION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DMSION II - SITE WORK 02050 --- DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI. - ARCHITECTURAL CARPENT AND C ORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINI7 HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL - PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6. SHELF EDGING TO BE VINYL. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. . 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1 /4" TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DMSIOfI IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI-EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE-RATED ASSEMBLIES. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/6" IN 12' -0 ". ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1 /4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV - MECHANICAL 15400 -- PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS. ?* 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVERPLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J ---BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS-BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE ARCHITECT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. REVS t i�: ]•00 OZ5 t' + 0 A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design I interiors Q architecture 1376 Fifth Avenue Suite 500.Seattle . WA 96101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description PERMIT REVISION REGISTERED ARCHITECT K, LODZIEJSKI STATE OF WASHINGTON 7196 Drawn by: RW Reviewed by: KK Project No: 07- SB08 ---00 PROJECT NOTES Date 01/08/08 03/05/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 MAR 0 6 20 PERMIT Ci::N FEN © D BUILDING 5 188,222 S.F. illlI I(1 r. r ........... eEe.EeE.7ea .... o::: 43d d3.4 434 2 wog 4.l A> f f f PP w . DI. f.. ri ........... ..•0.2101a10111: •G.r•E..•...•......... al : :I . i 1 ❑I � I 1 — arm 11 11 11 11 MIME 1•w• R WITH I '2 4TH STREET SOUTH 124TH STREET I ( 1 L AREA OF WORD �i S 12601 MEET FH rt, 7.00 042 0+ . 023 .71:11TY tat LEGAL DESCRIPTION: LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACHED TO SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY BOUNDARY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDARY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787: SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. APN #— 102304 -9069. HSI � � � Sir 01 I 1 X08 -or A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design interiors O architecture 1326 Fifth Avcnvc Suitc 500 . Scattic . WA 98101 TEL: 200.587.7120 FAX:206. 587 7122 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description PERMIT REVISION Drawn by: RW Project No: 07- 51308 -00 K! KOLODZ EJSKI STATE OF WASHINGTON Reviewed by: KK SITE PLAN LEGAL DESCRIPTION Date 01/08/08 03/05/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 REC7P' 71) MAR 082008 PERMIT CENTER OFFICE 111 111 rtti�i� r /0 I, +44 AF °— N /0F1; +44 "AF OPEN OFFICE Y, CONSTRUCTION PLAN L11 0 4' 8' iR' 6' -0" CONSTRUCTION PLAN 0 4' 8' 12' EXISTING OPEN AREA 213 n 1/8" = 1'— pn froN EXISTING OPEN AREA I 214 ❑ 111 Ir 111 OFFICE I 212 N ill 111 33' -6" (E E) (E) UP (E) DN. E KEYED SHEET NOTES • EXISTING 1 HOUR RATED WALL -- FLOOR TO STRUCTURE ABOVE. O ONE —HOUR RATED PARTITION IS FOR FUTURE TENANT REQUIREMENT BUT IS NOT CODE RELATED. 30 VERIFY ALL FINISHES WITH BUILDING MANAGEMENT. SYMBOL LEGEND # f EXISTING CONSTRUCTION TO REMAIN ONE —HOUR RATED NON— STRUCTURAL PARTITION TO UNDERSIDE AT STRUCTURE ABOVE. SEE K/A.9.1. Olaisszowswil NON— STRUCTURAL PARTITION TO UNDERSIDE OF STRUCTURE. SEE J /11.9.1. ELECTRICAL WALL MOUNTED DEVICES SYMBOL DESCRIPTION DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) GFI DENOTES A GROUND FAULT INTERRUPT CIRCUIT N DENOTES A NEW DEVICE GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE— RETARDENT TREATED WOOD UNO. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 10. REPAIR EXISTING WALLS AS REQUIRED. 11. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 12. VERIFY ALL SECURITY AND LOW VOLTAGE VOICE DATA WITH BUILDING MANAGEMENT. 13. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P /P /D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 14. VERIFY ALL FINISHES WITH BUILDING MANAGEMENT. FINISH SPECIFICATIONS SYMBOL I B-1 ICI -11 MANUFACTURER BASE ROPPE VINYL COMPOSITION TILE ARMSTRONG BENJAMIN MOORE DESCRIPTION 4'h COVED RUBBER BASE. 120' ROLLED GOODS COLOR: MATCH BUILDING STANDARD 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: MATCH EXISTING BUILDING STANDARDS OR CONDITIONS PAINT BUILDING ELEVATOR LOBBY AND HALLWAY GWB EGGSHELL FINISH COLOR: MATCH EXISTING BUILDING STANDARD I 201 boBo;Ls A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design interiors Q architecture 1321; Fifth Avenue Suits 5141 Sc .tile . WA 18101 TEL' 706687 712[7 FAX•706 5117.7127 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description PERMIT A REVISION REGISTERED ARCHITECT KIP G. t {OLODZIc3SKI STATE OF WASHINGTON 7196 Drawn by: RW Reviewed by: KK Project No: 07-- 5808 -00 CONSTRUCTION/ ELECTRICAL/ FINISH PLAN Date 01/08/08 03/05/08 Original drawing is 24" x 36 ". . entities accordingly if reduced A.2A.1 MAR 0 6 20113 PERMIT .15 N g a ..::.:: i mommomm .111 IMINEMMINIMINNI 11 __ M III . I A _����� ��� MI m 111111111►111IMI fiiIMII®iliI Mi 1 - -�1 I! 1 ■ �� OFFICE 111111 _ 1 j a Iii ---au 211 MIMIIIIIIIIM--IIIIII--� ►" 1, �� YI[�1► �l��I��1► lit »1�fili� ®I1��►` I�� ®fly ill 1$ w•11ilfll111 1s1 1 1 112 1•111111111•11111111=111•MIDAMMIIIIIIMIliammum mor! 1, �[ i1�����1 il��� fi��� lit Now JImmums •rmmul rrmammemsimemmuimmommumnommor /4 N EXISTING OPEN AREA I 213 I 1 N N I- I 1/2 EQ. N N 111111 II IMO= up DN. VESTIBULE � 210I PI 1 II W 4 ME I- } I r z ( : ) REFLECTED CEILING PLAN L_ s � 0 8' 24' N N 1M ommtei im. Nimmi i MI EMI 111 I m.....taliMIIIIMIll =MIMI Mr SM YiMIIMiii ► it III MEI a► YiIIII•Mii Mil MEW O F® ------_=ME I� I MiliMIIIMIMMIIMIMIIIMKAIIMMIIIIMILMIIMIMMIIIMIMMII IN INIi.i M 11111111111MMEM1- - .I -- - 1; I Iii_®'" Iii�� IIi � h? h__ —J __► Yi_► II_1I I t■ • REFLECTED CEILING PLAN 0 8' 16' 24' N I _ T N 1 /8" = 1' 0" 1 / 8" = 1"— 0" EXISTING OPEN AREA 1214 I Ir 1 N N p ELEVATOR VESTIBULE 1 201 I UP SYMBOL E N N = NEW SYMBOL 3 CEILING LEGEND -- LIGHTING N N = NEW DESCRIPTION /SPEC NEW BUILDING STANDARD CHAIN HUNG FLUORESCENT FIXTURE NEW BUILDING STANDARD 2' X 4' FLUORESCENT FIXTURE, 3 TUBE CEILING LEGEND — CONTROLS DESCRIPTION NEW SWITCH LOCATION. NEW THREE -WAY SWITCH LOCATION GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 5. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO BUILDING MANAGEMENT FOR ALL FIXTURES DESIGNATED AS NEW. 6. CONTRACTOR IS RESPONSIBLE FOR ALL FIRE SPRINKLER DESIGN. RELOCATE OR ALTER ALL FIRE SPRINKLER HEADS AS NECESSARY. 7. CONTRACTOR IS RESPONSIBLE FOR ALL EMERGENCY PATHWAY LIGHTING ALONG THE PATH OF TRAVEL TO THE TWO EXISTING EXITS. VERIFY DESIGN SHOWN. 8. LIGHTING ALONG PATH OF TRAVEL TO THE TWO EXISTING EXffS SHALL CONFORN TO IBC.1205.3 WITH A MIN. OF 10 FOOT CANDLES MEASURED © 30 AFF. VERIFY DESIGN SHOWN 9. VERIFY SWITCH LOCATION WITH BUILDING MANAGEMENT. KEYED SHEET NOTES 1O NO CHANGE IN THIS AREA. REMOVE EXISTING HIGH BAY LIGHTING AS NECESSARY. RECIRCUIT EXISTING LIGHTING AS NEEDED, VERIFY WITH BUILDING MANAGEMENT. O EQUAL SPACE LIGHTING AS SHOWN. LIGHTING SUMMARY 2004 Energy Code Compliance Form FOR KEY PLAN SEE C /A.2A.1 COORDINATE FINAL LOCATION W/ CODE OFFICIAL NEW B/S WALL MOUNT EMERGENCY EGRESS PATHWAY LIGHT. EXISTING EXIT SIGN TO REMAIN. COORDINATE WMIH CODE OFFICIAL. NEW WALL- MOUNTED EXIT SIGN: MATCH EXTG. BUILDING STANDARDS. M - - LIGHTING SUMMARY LTG -SUM 2004 Project Info Project Address: INTERGATE EAST BUILDING 5 3355 S 120TH PLACE SEATTLE, WA 98168 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description Compliance Option AtteruUon Exceptions (check opaopriate box) MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) Location (fkar /roam no.) Location (/ no.) O New Building 0 Addition ®Nitration O Prescriptive DU Lighting Power A lcoanee 0 Systems Analysis (See Qua&f cation Chedd'e# (over}. Indicate Prescrtptive & LPA spaces clecry on pions.) O No charges are being mode to the lighting O Less than 60% of the fixtures are now and titled lighting wattage is not being Increased Occupancy Description B CORRIDOR B OFFICE et From Table 15-1 (orer) — dammed ail exceptions Wow from footnotes PROPOSED LIGHTING WATTAGE (INTERIOR) (Way not exceed Total Maned Watts for Interior) Fixture Description SUSPENDED FLUORESCENT (1'X4') SURFACE MOUNTED FLUORESCENT (2'X4') Mowed Watts per S.F.# .8 1.0 Number of Fixtures 17 45 Date 12/21/07 For &Ald'slg Department Use Area in S.P. 2,184 4,678 Total Mowed Watts Watts/ Fixture 64 96 Mowed X Area 1,747 4,678 6,425 Watts Proposed _1,080 4,320 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Wads 5,400 Dr 1 i k 1 IL r os A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design I interi 0 architecture 1326 Fifth Avenue Suite 500. SCBtLIc .TVA 98101 TEL: 206.587.7120 FAX:206. 567 2122 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description PERMIT �j REVISION Drown by: RW Reviewed by: KK Project No: 07-- 5608 -00 REFLECTED CEILING PLAN Date 01/08/08 03/05/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2B.1 RECE Fr MAR 06 Ydt� P F vii:. GA D DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. DOOR SCHEDULE 211 212 215 DOOR TO BE PAINTED TO MATCH WALL COLOR DOOR FRAME TO BE PAINTED TO MATCH WALL COLOR 216 217 DOOR 3 -0' 3' -0" 3' -0" 3' -0" 3' -O" 7' -0" 7' -0" 7' -0' 7' -0" CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS Lk4 A A B B 1 2 2 HARDWARE GROUP GROUP 1 SINGLE, OFFICE ENTRY NON -RATED GROUP 2 SINGLE, OFFICE NON -RATED 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2' BOTH ENDS OF WIRE-11'P. HM HM HM HM CD LJ— NR NR NR NR NR NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SECTION 1621 MINIMUM STANDARD PER SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH CITY OFFICIALS. DOOR TO BE PAINTED TO MATCH WALL COLOR DOOR FRAME TO BE PAINTED TO MATCH WALL COLOR DOOR FRAME TO BE PAINTED TO MATCH WALL COLOR HARDWARE GROUP HARDWARE 1 OFFICE ENTRY FUNCTION LOCKSET 1.5 PAIR HINGES 1 WALL - MOUNTED DOOR STOP 1 OFFICE ENTRY LOCKSET 1.5 PAIR HINGES 1 WALL - MOUNTED DOOR STOP ACT SEISMIC BRACING DETAIL Qv' Lri_n 0 3 6 12 REMARKS DOOR TYPES A PAINTED HOLLOW METAL FRAME PAINTED FLUSH HOLLOW METAL DOOR E = EXISTING MATCH ALL EXISTING CONDITIONS STAINED FLUSH S.C. WOOD DOOR - STAIN & SPECIES TO MATCH BUILDING STANDARD 12 GA. VERTICAL HANGER WIRE AT 4' -0' EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE NEVI SEISMIC COMPRESSION STRUT 3" =1' -4" r DEVICES SHOWN STACKED IN PLAN [� ARE TO ALIGN VERT. AS SHOWN BELOW 1 a Try l 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH FINISHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET GENERAL DEVICE ALIGNMENT 1/4" 1/2 BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS SEE STRUCTURAL B /A.9.1 LONG LEG TOP TRACK CEILING AS SCHEDULED 2 1/2" X 20 GA. METAL STUDS STUDS (4 24" OC, TO 12' -3" MAX. HEIGHT SEE G /A.9.1 FOR STRUCTURAL REQUIREMENTS. 1 LAYER OF 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS. INSULATION UON ON PLANS POWDER DRIVEN FASTENER 0 24 "oc SEE STRUCTURAL C /A.9.1 MET RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO DECK PARTITION NTS NTS HEAD DETAIL a BOTTOM OF STRUC FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING 0 OR FIRE DAMPERS AS NECESSARY. NO VERTICAL PENETRATIONS OCCUR IN NEW CONSTRUCTION SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC OFT DEFLECTION TRACK CEILING AS SCHEDULED INSULATION WHERE NOTED WALL TYPE: ®o0 JOINT COMPOUND BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT SEE STRUCTURAL C /A.9.1 FIRE RATED SEALANT CONCRETE SLAB RATING NO.: UL U419 - a a ONE -HOUR RATED PARTITION 20' FLOOR TO FLOOR EXISTING CONCRETE /STEEL DECK. 1/2' CLR. 18 GA. CONT. VERT SLOTTED DEFLECTION TRACK W/ 1/4" 0 RAWL "ZAMAC" NAIL -IN FASTENERS 0 2 -0' (EMBED 1 -1 /8" MIN.) RATING NO.: UL U41 9 NTS CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION- PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24" CC. MAX. CHANNEL SHAPED, FABRICATED FROM MIN. 25 MSG CORROSION - PROTECTED STEEL, MIN WIDTH 2 -1/2" 20GA, MIN 1 -1/4' FLANGES AND 1/4" RETURN, SPACED 16 CC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. SEE STRUCTURAL B /A.9.2. MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION Hi ■W BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1 -1/2 ". GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI - LAYERED SYSTEMS) STAGGERED A MIN OF 12 ". PROVIDE ONE LAYER TYPE'X' 5/8" THICK PER SIDE. TYPE S OR S -12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS ((TEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8 PANELS OR 1 -1/4" LONG FOR 3/4" THICK PANELS, SPACED 8' OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. SEE G /A.9.1 FOR STRUCTURAL REQUIREMENTS. NTS SILL DETAIL PER CALCULATIONS BY ENGINEERS NW DATED 12.12.07 1. STRUCTURAL REQUIREMENTS SUPERSEDE OTHER REQUIREMENTS. 2. ALL FULL HEIGHT STUDS 0 24" O.C. MAX. W/ 2 #8 EA END OF SILL 3. PROVIDE DOUBLE STUDS @ ALL MAN. DOOR OPENINGS. 4. TOTAL SPAN OF STUDS SHALL BE NO MORE THAN 22'4" IN HEIGHT. 5. ALL PARTITIONS ARE NON- BEARING. 6. SEE CALCULATIONS FOR DESIGN CRITERIA. 7. PROVIDE DETAIL L /A.9.2 AT ALL DOORS W/ FULL HEIGHT WALLS. STRUCTURAL NOTES MAN DOOR OPENING DOUBLE 600 S 162 -33 0 MAN DOOR JAMBS (TYP.) HEADER ELEVATION DOOR HEADER DETAIL CONT. 20 GA. TRACK W/ 1/4' 0 RAWL "ZAMAC" NAIL -IN FASTENERS. EXISTING CONCRETE SLAB HEADER SECTION BUILT -UP HDR 2 -600 S- 162 -33 W/ CONT TRACK T &B W/ #8 012 "O.C. IN 4 PLACES - EXTEND WEBS ATTACH EA. SIDE EA. STUD WITH 3 #8. NTS NTS #8 @ 6" CONT. 20 TRACK W. 2 #8 EA. STU NTS 7 S �u N rig A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design interiors ® architecture 1326 Fifth Avcnut Stiitc Soo . 5e tllc - WA 98101 TEL 206.587 7120 FAX.206. 587 7122 All reproduction & intellectual property rights reserved c 2006 Professional seal Na. Issue Description PERMIT Q REVISION REGISTERED ARCHITECT IP G. KOE_ODZIEJSKI STATE OF WASHINGTON 7196 Drawn by: RW Reviewed by: KK Project No: C)7 SB08 -00 DOOR SCHEDULE / DETAILS Date 01/08/08 03/05/08 Original drawing s 24" x 36 ". Scale entities accordingly if reduced A.9.1 MAR 0 6 2008 �'�ivi6 9 ;_,'EN T ER 6" MAX. LINE OF CEILING PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED -- REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT AS REQ'D BASE AS PER SCHEDULE. TURN INSIDE CO CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. LINE OF CABINET (BEYOND) NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS @ END OF PARTITIONS. 3-- 8 PAN HEAD SHT. MTL SCREWS 6 "x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. TYPICAL MTL STUD ANCHOR BRACKET 0" 4" 8" 12" E D TYP. FLOOR TO GRID PARTITION 0" 4" 8" 12" NTS 1/4" PROVIDE ENCAPSULATED ACOUSTICAL BAIT EXTENDING 24" EACH SIDE OF PARTITION. 14i0 BOTTOM OF STRUCTURE 09 4 & v 111111111111 1 mum 2"X2 MIN. LEG AT STRUCTURE -- ATTACH W/2 POWDER DRIVEN FASERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' —O" OR LESS 2 1/2"x25 GA METAL STUD BRACING @ 8' —O" CC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5' —O" TO 10' -0" SHALL USE NESTED OR BACK TO BACK 3 --1/2" 25 GA. STEEL STUDS. ABOVE 1O' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTTON WEIGHT 15Ibs. /P.S.F. SUSPENDED CEILING AS SCHEDULED VERIFY B/S HEAD CONDITION 3/8 CONT. FOAM SOUND ISOLATION TAPE TAPEADLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF— TAPPING SM. SCREWS 0 48 "oc, AND 3/4" PIPE SLEEVES INSULATION 2 1/2" X 25 GA METAL STUDS 0 24' OC, TO 1O' -9' MAX. HEIGHT. 1 LAYER 5/8" TYPE "X' GYP. BD. EA. SIDE OF METAL STUDS POWER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NTS NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPM WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS TYPICAL ANCHOR BRACKET FRAMING 0" 4" 8" 12" 12" BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR STRUCTURAL FLOOR PENETRATION NTS NTS r AIR POCKET COLUMN FURRING DETAIL 0" 4" 8" 12" —2 1/2' X 25 GA METAL SUDS 0 24" OC, 70 9' -9" MAX HEIGHT. SUDS TO BE INSTALLED TO 6" ABOVE GAB CEILING. BRACE SUDS TO STEEL COLUMN AS REQUIRED. DESIGNER TO COORDINATE STUD SIZE/SPACE IF GREATER HEIGHT IS REQ'D 1 LAYER 5/8' TYPE "LC G.W.B. ONE SIDE ONLY. G.W.B TO BE INSTALLED TO 6' ABOVE GAB CEILING. METAL RUNNER TRACK WTIH POWER DRNEN FASTENERS 0 24" OC COLUMN CONFIGURATION MAY BE DIFFERENT NTS t► L6x6.5x5/ 16 f' / N E. W33X 118 (30) \. L6x6x5/16 / 7 1 '/ f // f N' // ,/ 5, E. W33X130 (30) \ N, PROVIDE ALL NECESSARY DEOMOLITION. VERIFY ALL ASPECTS OF WORK WITH BUILDING MANAGEMENT. FIREPROOF NEW STEEL WITH 3 HOUR MONOKOTE SYSTEM UL DESIGN #D925 ALL DETAILS BY CONTRACTOR PROVIDE NEW PENETRATION OF EXISTING 3RD FLOOR FRAMING. ALTER STRUCTURE PER ENGINEERING CALCULATIONS OF 3/5/08. VERIFY OPENING DIMENSIONS WITH BUILDING MANAGEMENT. CONTRACTOR SHALL PROVIDE FULL PROTECTION FOR FLOOR PENETRATION WITH TEMPORARY BARRICADES OR GUARD RAILS UNTIL SUCH TIME AS THE DECISION IS MADE TO FINISH THE ENCLOSURE. LOCATE WORK BY REFERENCING COLUMN F -7. SEE C /A.2A.1 NOT USED 0" 4" 8" 12" 7, 12" NTS NTS REVISION ' N09j 1Y5BO25 A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design 13211 Fifth Avenue Suite 5(10 Seattle.. WA 9H1a1 TEL 206 !H7 712f) FAX-21)6. W87.7127 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description PERMIT �j REVISION Project No: 07—SBO8 —OO DETAILS interiors 0 architecture Drawn by: RW Reviewed by: KK Date 01/08/08 03/05/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2 7,q MAR 0 6 20Ud PERMIT CENTER l ruuri in ricw 1? ' . • ) I I) N> •;,gym =, -- . 6" MAX. LINE OF CEILING PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED -- REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT AS REQ'D BASE AS PER SCHEDULE. TURN INSIDE CO CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. LINE OF CABINET (BEYOND) NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS @ END OF PARTITIONS. 3-- 8 PAN HEAD SHT. MTL SCREWS 6 "x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. TYPICAL MTL STUD ANCHOR BRACKET 0" 4" 8" 12" E D TYP. FLOOR TO GRID PARTITION 0" 4" 8" 12" NTS 1/4" PROVIDE ENCAPSULATED ACOUSTICAL BAIT EXTENDING 24" EACH SIDE OF PARTITION. 14i0 BOTTOM OF STRUCTURE 09 4 & v 111111111111 1 mum 2"X2 MIN. LEG AT STRUCTURE -- ATTACH W/2 POWDER DRIVEN FASERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' —O" OR LESS 2 1/2"x25 GA METAL STUD BRACING @ 8' —O" CC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5' —O" TO 10' -0" SHALL USE NESTED OR BACK TO BACK 3 --1/2" 25 GA. STEEL STUDS. ABOVE 1O' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTTON WEIGHT 15Ibs. /P.S.F. SUSPENDED CEILING AS SCHEDULED VERIFY B/S HEAD CONDITION 3/8 CONT. FOAM SOUND ISOLATION TAPE TAPEADLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF— TAPPING SM. SCREWS 0 48 "oc, AND 3/4" PIPE SLEEVES INSULATION 2 1/2" X 25 GA METAL STUDS 0 24' OC, TO 1O' -9' MAX. HEIGHT. 1 LAYER 5/8" TYPE "X' GYP. BD. EA. SIDE OF METAL STUDS POWER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NTS NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPM WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS TYPICAL ANCHOR BRACKET FRAMING 0" 4" 8" 12" 12" BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR STRUCTURAL FLOOR PENETRATION NTS NTS r AIR POCKET COLUMN FURRING DETAIL 0" 4" 8" 12" —2 1/2' X 25 GA METAL SUDS 0 24" OC, 70 9' -9" MAX HEIGHT. SUDS TO BE INSTALLED TO 6" ABOVE GAB CEILING. BRACE SUDS TO STEEL COLUMN AS REQUIRED. DESIGNER TO COORDINATE STUD SIZE/SPACE IF GREATER HEIGHT IS REQ'D 1 LAYER 5/8' TYPE "LC G.W.B. ONE SIDE ONLY. G.W.B TO BE INSTALLED TO 6' ABOVE GAB CEILING. METAL RUNNER TRACK WTIH POWER DRNEN FASTENERS 0 24" OC COLUMN CONFIGURATION MAY BE DIFFERENT NTS t► L6x6.5x5/ 16 f' / N E. W33X 118 (30) \. L6x6x5/16 / 7 1 '/ f // f N' // ,/ 5, E. W33X130 (30) \ N, PROVIDE ALL NECESSARY DEOMOLITION. VERIFY ALL ASPECTS OF WORK WITH BUILDING MANAGEMENT. FIREPROOF NEW STEEL WITH 3 HOUR MONOKOTE SYSTEM UL DESIGN #D925 ALL DETAILS BY CONTRACTOR PROVIDE NEW PENETRATION OF EXISTING 3RD FLOOR FRAMING. ALTER STRUCTURE PER ENGINEERING CALCULATIONS OF 3/5/08. VERIFY OPENING DIMENSIONS WITH BUILDING MANAGEMENT. CONTRACTOR SHALL PROVIDE FULL PROTECTION FOR FLOOR PENETRATION WITH TEMPORARY BARRICADES OR GUARD RAILS UNTIL SUCH TIME AS THE DECISION IS MADE TO FINISH THE ENCLOSURE. LOCATE WORK BY REFERENCING COLUMN F -7. SEE C /A.2A.1 NOT USED 0" 4" 8" 12" 7, 12" NTS NTS REVISION ' N09j 1Y5BO25 A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design 13211 Fifth Avenue Suite 5(10 Seattle.. WA 9H1a1 TEL 206 !H7 712f) FAX-21)6. W87.7127 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description PERMIT �j REVISION Project No: 07—SBO8 —OO DETAILS interiors 0 architecture Drawn by: RW Reviewed by: KK Date 01/08/08 03/05/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2 7,q MAR 0 6 20Ud PERMIT CENTER GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID SHEET NO. D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND/OR GRID LINE SYMBOL L ANGLE Q AT Q CENTERLINE F-7- INDICATES FINISHED SURFACES TO ALIGN DRAWING TITLE BAR A TITLE nLT I 1127 I DOOR SYMBOL G1 A DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS 92' -0' +1' -O" NOMINAL FLOOR � ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE ---- -- SPACE NAME �^ SPACE NUMBER DOCUMENT SHEET SYMBOL �---° KEYED SHEET NOTES GLAZING SYMBOL t- REVISION NUMBER FTIC ARCH / INTERIOR ABBREVIATIONS ADJ AFF ALT ALUM APC - APPROX - ARCH - ACT AV BLDG BOT CAB CL CLG CLR COL CO NC CONE DEMO DEPT DF DIA DI FF DIM DTL DW DWG EA EL ELEC ELEV EQ EQUIP EXT FA FD FE FEC FFE FIN FLUOR FLR FO FOIC FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF A. DEFINITIONS: B. DIMENSIONS: ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM ACOUSTICAL PANEL CEILING APPROXIMATE ARCHITECTURAL ACOUSTICAL CEILING TILE AUDIO VISUAL BUILDING BOTTOM CABINET CENTER LINE CEILING CLEAR COLUMN CONCRETE CONFERENCE DEMOLITION DEPARTMENT DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DETAIL DISHWASHER DRAWING EACH ELEVATOR ELECTRICAL ELEVATION EQUAL EQUIPMENT EXTERIOR FIRE ALARM FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR ELEVATION FINISH FLUORESCENT FLOOR FACE OF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FURNISHED BY TENANT, INSTALLED BY CONTRACTOR FURRING GAUGE GENERAL CONTRACTOR GLASS GYPSUM WALLBOARD HANDICAPPED HARDWARE HOLLOW METAL (STEEL FRAME) HOUR INCLUDED OR INCLUDING INFORMATION INSULATION LAVATORY LINEAR FOOT MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD MECH MEZZ MFR MIN MISC MTD MTL N/A NIC NTS OC OFF OPNG OVHD P PART PERF PERIM PERP PLAM PLYWD QTY RA RCP REC REF REFR REL REV RM RO RTD SCHED - SF - SHT - SIM - SPEC - SPKLR - SPKR SQ STD STL STOR STRL - STRUC -- SYMM TBD TEL TEMP THK TO TOS TYP UON UPS VCT VIF W/ WC WD MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OFFICE OPENING OVERHEAD PAINT PARTITION PERFORATED PERIMETER PERPENDICULAR PLASTIC LAMINATE PLYWOOD QUANTITY RELOCATED RETURN AIR REFLECTED CEILING PLAN RECESSED REFERENCE REFRIGERATOR RELOCATE REVISION OR REVISED ROOM ROUGH OPENING RATED SCHEDULE SQUARE FEET /FOOT SHEET SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE STANDARD STEEL STORAGE STRUCTURAL STRUCTURAL SYMMETRICAL TO BE DETERMINED TELEPHONE OR TELECOM TEMPERED THICKNESS TOP OF TOP OF SLAB TYPICAL UNLESS OTHERWISE NOTED UNINTERRUPTED POWER SUPPLY VINYL COMPOSITION TILE VERIFY IN FIELD WITH WATER CLOSET WOOD WITHOUT DEFINITIONS AND DIMENSIONS 1. 'TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4 . FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 5. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. T. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. BUILDING SUMMARY PROJECT ADDRESS: SABEY DATA CENTER INTERGATE EAST BUILDING 5-2ND FLOOR 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2004 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: -- ICC CONSTRUCTION TYPE IA FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: B (SERVER FARM) 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: - 6,862 SQUARE FEET TOTAL APPROXIMATE SUITE AREA: - 185,465 SQUARE FEET OCCUPANT LOAD FACTOR: - 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: - NO CHANGE NUMBER OF EXITS: - NO CHANGE MINIMUM EGRESS WIDTH REQUIRED: - 3'8", 3'0" AT DOORS COMMON PATH OF TRAVEL: - 100' AREA OF WORK HAS LESS THAN 30 OCCUPANTS PER IBC 1014.3X2 6. PROJECT DESCRIPTION: NEW PARTITIONS, DOORS AND FINISHES. STREET MAP a1 :t}; J1i11•i + ;,> is •f.: r Y '' ��v 130. FLOOR PLATE - N.T.S. PROJECT TEAM TENANT: Sabey Data Center Intergate East 3355 South 120th Place Seattle, WA 98168 Tel: 206.243.0175 Fax: 206.243.0269 ATTN: JOHN SASSER ARCHITECT: Burgess Design, Inc. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: KIP KOLODZIEJSKI EMAIL: kipk @burgessdesign.net BUILDING MANAGER: Sabey Intergate West 12201 Tukwila International Blvd, 4th Floor Seattle, WA 98168 Tel: 206.277.5212 Fax: 206.282.9951 ATTN: SANDRA SUSKIC STRUCTURAL ENGINEER: Engineers NW, Inc. 6869 Woodlawn Avenue, NE Seattle, WA 98115 Tel: 206.525.7560 ATTN: DAN LAKE EMAIL: danl®enwseattle.com DRAWING INDEX DRAWING ISSUED co a co G NERAL G.0.1 NO CHANGE TO EXITS. G.0.0 COVER SHEET / PROJECT INFORMATION G.0.2 ARCHITECT A.2A.1 A.28.1 A.9.2 PROJECT NOTES SITE PLAN DETAILS THIS AREA OF WORK IS ALSO KNOWN EACH OFFICE AREA HAS LESS THAN 30 OCCUPANTS. GENERAL CONTRACTOR: Sabey Construction Intergate West 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 Tel: 206.281.8700 Fax: 206.281.9951 ATTN: GLENN PARRY EMAIL: glennp @sabey.com WA License: SABEYC1033KM HVAC CONTRACTOR: TBD ELECTRICAL CONTRACTOR: TBD Tenant: SABEY DATA CENTER 64 : 1 204 Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place "�' Seattle, WA 98168 Piar review approval is subject to errors end o 1 Isslon . Approval of construction documents does not Culho e the violation of any adopted code or ordinanw, d ocolpt of approved Field Copy and conditions is alto Meted: By Date: a Ct:.1 L .. AS PHASE 2. FILE , a 0 Permit No. A.9.1 DOOR SCHEDULE / DETAILS EXIT NTERIORS CONSTRUCTION/ELECTRICAL/FINISH PLAN REFLECTED CEILING PLAN SPECIAL NOTE: STRUCTURAL CALCULATIONS REPORT SUBMITTED TO CITY UNDER SEPARATE COVER IN 8-1/2" X 11" FORMAT. "F i A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 W W ' burgess design interiors Q architecture 1 328 FRa Avtu.c Suitt 504. Scat tie . WA 98101 TEt: n9.587.7t Z0 FA %:206. 587.7122 All reproduction & intellectual property rights reserved c 2006 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing EC Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. Professional seal No. Issue Description Drawn by: RW REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON 7196 PERMIT 01/08/08 Project No: 07 SB08 -- 00 I Reviewed by: KK Date COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 PROJECT NOTES DMSION I - GENERAL ,CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DMSION II - SITE_ WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. O64Q0 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL - PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6. SHELF EDGING TO BE VINYL 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWAR 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. . 06810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1 /4" TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DVISION IX -- FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED IITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 16. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 18. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -0 ". ANCHOR AS REQUIRED. 109530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BAT(" INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE - 1 /4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1 /4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 -- PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DMSION XII - FURNISHINGS, 12500 -- WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSPI XV - MECHANICAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS. ?* 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -1OBC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVERPLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CE:JTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMUTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE ARCHITECT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IIN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 'SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 ev burgess design 1 interiors Co architecture 13 2 Av e Suite SRo,Scat tic •WA98 7•t:t : 2,QS.587. 712a FAX.206. All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description PERMIT KIP G. KOLCO2IEJSKI STATE OF WASHINGTON Drawn by: RW Reviewed by: KK Project No: 07-- 5B08 -00 PROJECT NOTES C' Dc 02 s Dote 01/08/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 E) (E) (E) (E) (E) (E) KEYED SHEET NOTES ELEVATOR VESTIBULE I 201 1 VESTIBULE 210 (E) UP O. EXISTING 1 HOUR RATED WALL — FLOOR TO STRUCTURE ABOVE. 0. ONE —HOUR RATED PARTITION IS FOR FUTURE TENANT REQUIREMENT BUT IS NOT CODE RELATED. • VERIFY ALL FINISHES WITH BUILDING MANAGEMENT. SYMBOL LEGEND it EXISTING CONSTRUCTION TO REMAIN N ONE —HOUR RATED NON — STRUCTURAL PARTITION TO UNDERSIDE AT STRUCTURE ABOVE. SEE K /A.9.1. NON— STRUCTURAL PARTITION TO UNDERSIDE OF STRUCTURE. SEE J /A.9.1. ELECTRICAL WALL MOUNTED DEVICES SYMBOL N DESCRIPTION DUPLE( OUTLET ( # DENOTES MOUNTING HT IN INCHES) DENOTES A NEW DEVICE GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PART1ONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE— RETARDENT TREATED WOOD UNO. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 10. REPAIR EXISTING WALLS AS REQUIRED. 11. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 12. VERIFY ALL SECURITY AND LOW VOLTAGE VOICE DATA WITH BUILDING MANAGEMENT. 13. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P /P /D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 14. VERIFY ALL FINISHES WITH BUILDING MANAGEMENT. Al D FOR C PL:EANCE p p °O!E.^ VAR 2000 FINISH SPECIFICATIONS City DiVisTrmi SYMBOL BASE I B I MANUFACTURER ROPPE DESCRIPTION 4 COVED RUBBER BASE. 120' ROLLED GOODS COLOR: MATCH BUILDING STANDARD VINYL COMPOSITION TILE I VCT -1 I PAINT ARMSTRONG 12' X 12" STANDARD EXCELON 1/4 TURNED. COLOR: MATCH EXISTING BUILDING STANDARDS OR CONDITIONS BENJAMIN MOORE BUILDING ELEVATOR LOBBY AND HALLWAY GWB EGGSHELL FINISH COLOR: MATCH EXISTING BUILDING STANDARD I X DN. CONSTRUCTION PLAN MEM MEM MEN MEN 6' -0" UP (E) CONSTRUCTION PLAN 12' 0 4' 8' 12' EXISTING OPEN AREA 213 z #f■ 1/8 "= 1`_ B -1 1 /8" = 1'- 0" EXISTING OPEN AREA I 214 D OFFICE 212 D zqi) db 33'— 6" C7 r— z r (E) A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 evl burgess design Professional seal No. Issue Description PERMIT Drawn by: RW Project No: 07-- SB08 -00 interiors O architecture 3328 Fifth Aeewsat Suite 560.Scottie - WA 58+01 fa: 206.587.7120 FAX.106. 5E17.712: All reproduction & intellectual property rights reserved c 2006 REGISTERED ARCHITECT KIP G. KOLODZIEISKI STATE OF WASHINGTON 7196 Reviewed by: KK CONSTRUCTION/ ELECTRICAL / FINISH PLAN Date 01/08/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced DOBO2S A.2A.1 III Mill II I= Ir MIN r Mii11111111M111111MMIIIIIIIIMMIIII EN Miii111111—= MIN t11111I11., L�LII ■1 II■�I�I11 ► »I■�II� 1• :I--- -MUM MI MI OFFICE -�--�--- 1 IIIIIMI1M11.IIIIII MIMI= II VIII IMIIIIIIIIIIIIIIIIIIIIIIIIIII 1 l__gi_ II� l��_. MEIIIM�IMM i r fi��I► MIME II III =ate:. CEILING LEGEND LIGHTING SYMBOL DESCRIPTION /SPEC NEW BUILDING STANDARD CHAIN HUNG FLUORESCENT FIXTURE NEW B/S WALL MOUNT EMERGENCY EGRESS PATHWAY LIGHT. EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. NEW BUILDING STANDARD 2' X COORDINATE FINAL NEW WALL- MOUNTED EXfr SIGN: N = NEW 4'J FLUORESCENT FIXTURE, 3 Fe LOCATION W/ CODE MATCH um BUILDING T. OFFICIAL STANDARDS. CEILING LEGEND - CONTROLS SYMBOL DESCRIPTION NEW SWWCCH LOCATION. NEW THREE -WAY SWITCH LOCATION GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 5. ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO BUILDING MANAGEMENT FOR ALL FIXTURES DESIGNATED AS NEW. 6. CONTRACTOR IS RESPONSIBLE FOR ALL FIRE SPRINKLER DESIGN. RELOCATE OR ALTER ALL FIRE SPRINKLER HEADS AS NECESSARY. 7. CONTRACTOR IS RESPONSIBLE FOR ALL EMERGENCY PATHWAY LIGHTING ALONG THE PATH OF TRAVEL TO THE TWO EXISTING EXITS. VERIFY DESIGN SHOWN. 8. LIGHTING ALONG PATH OF TRAVEL TO THE TWO EXISTING EXITS SHALL CONFORN TO IBC.1205.3 WITH A MIN. OF 10 FOOT CANDLES MEASURED © 30 AFF. VERIFY DESIGN SHOWN KEYED SHEET NOTES 0 NO CHANGE IN THIS AREA. 0 REMOVE EXISTING HIGH BAY LIGHTING AS NECESSARY. a RECIRCUT EXISTING LIGHTING AS NEEDED, VERIFY WITH EUILDING MANAGEMENT. a4 EQUAL SPACE LIGHTING AS SHOWN. LIGHTING SUMMARY 2004 Energy Code Compliance Form LIGHTING SUMMARY Project Info Project Address: INTERGATE EAST BUILDING 5 3355 S 120T1-I PLACE SEATTLE, WA 98168 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description Compliance Option Alteration Exceptions (check cppropriabc box) O Neer Budding 0 Addition IXI Metatian ID Preccriptive I$I Lighting Power Allowance 0 Systems Analysis (see 4uarrficotion Checklist (aver). Indoate Prescripifira & LPA spaces clearly on plena) O Na changes are being made to the lighting O Less than 602 of the fixtures am nes and inrsto led lighting wattage is not teeing increasEd Occupancy Description B CORRIDOR B OFFICE From Table 15-1 (aver) — document all exceptions taken from footnotes Fixture Description SUSPENDED FLUORESCENT (1 Total Proposed Watts may not exceed Total Allomedl Watta far Interior Mowed Watts per S.F.** Area in S.F. .8 2,184 1.0 4,678 Number of Fixtures Data 12/21/07 Far Building Department Ue® Total Mooed Watts Watts/ Fixture Total Proposed Watts Allowed X Area 1,747 4,678 6,425 Watts Proposed 1,152 4,320 5,472 FOR KEY PLAN SEE C /A.2A.1 REFLECTED CEILING PLAN 16' 24' EXISTING OPEN AREA 213 N r7=-1N 1/8" 1 ' - O .., .., .'.. � ;—� , . ,L.. ,. � i, m 1 � . � " .r...1 ,.. 7 .. .'.w -s +r:4 1 l r l !,:" I � ., .. 'Y } �. 3�'. 'ua ,r._ + „iyr.�.,. .. ,...,._ ��x, �.��Y�.:v..u,...r.�.�.,::F:�... �.,a....�. ,_w'.�,..r �- .- �,..�,,._- �.di.. ....,�... ?_,.2.w. F.1 w.x..: yc.. .��,:�r�4�- .�. ru.�, :., :,f .��....�..Aa.,..- .oc ,..I�... �... �,. '. .,.d.;�..�i:c•�,ti.:.,..ui�. .1 ....y....w:;v ..Y.�:. .. J�...u. -�,. «ui.1.._. FA Ell MI 16111111111111111111111111111, wommuaviimm mu. ommilimmimm ' 1 111111 11111 , • OFFICE IMPAIIIII 21 OIIIIIILMTIIIIIIIIIIIIMNIIIIIIMLM Ili MillaMillM 11 1I__ - ��I���� ��® , 1 N REFLECTED CEILING PLAN 0 8' 16' 24 N EXISTING OPEN AREA 1 214 1 1/8” = 1® 'O' N N —r N N 1/2 EQ. (E) (E) : t: UP (E) DN. (E) ELEVATOR VESTIBULE 201 I VESTIBULE ff UP A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design I interiors 0 architecture 1 378 Fifth AVCnpp Sv$C 800 S.wl tic.4JA .9a101 iFt; 705.587,71)0 FAK.70F. 561.7177 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON 7196 bO 8 -OZs Date PERMIT 01/08/08 Drawn by: RW Reviewed by: KK Project No: 07- SBO8 -`-00 REFLECTED CEILING PLAN Original drawing is 24" x 36 Scale entities accordingly if reduced DOOR (Sc HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. DOOR SCHEDULE DOOR NUMBER DOOR HARDWARE GROUP FRAME MATERIAL FIRE RATING (MIN) cn 1- 0 NOMINAL WIDTH NOMINAL HEIGHT 3dA1 211 3' -0" 7' -0" A 1 HM NR DOOR TO BE PAINTED TO MATCH WALL COLOR 212 3' -0" 7-0" A 1 HM NR DOOR TO BE PAINTED TO MATCH WALL COLOR HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GROUP 1 SINGLE, OFFICE ENTRY NON —RATED 1 OFFICE ENTRY FUNCTION LOCKSET 1.5 PAIR HINGES 1 WALL— MOUNTED DOOR STOP DOOR TYPES HOLLOW METAL E = EXISTING MATCH ALL EXISTING CONDmONS FLUSH S.C. METAL DOOR = CD — PANTED FRAME PAINTED \ / / HOLLOW WIDTH 4 , 'I A 12 WITH TURNS ENDS I ID CROSS RUNNER MAIN RUNNER DISTANCE FROM WIRES TO CROSS NOTE: PROVIDE SECTION 1621 VERIFY REQUIREMENTS r.C.N\A GA. BRACING WIRE MINIMUM 4 TIGHT IN 1 1/2" BOTH OF WIRE—TYP. A A 12 AT MINIMUM 1 GA. 4' -0" 1/2" 2 r ''' • r Ct \:' f ' -, - c)f. y <a, 1 N v � VERTICAL HANGER WIRE EACH WAY WITH 3 TIGHT TURNS IN BOTH ENDS OF WIRE i N J 1 r' MAX TYP. SEISMIC COMPRESSION STRUT TYP. �, DETAIL -� , ..---i% ,N ........_. BRACING RUNNERS ACT SUSPENSION MINIMUM STANDARD WITH ACT GRID TO COMPLY WITH IBC PER SECTION 9.6 ASCE7. CITY OFFICIALS. SEISMIC BRACING 7 1 t•1 1 1 .. 37 • I w 77 k c DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW - N S 1. LOCATED SWITCHPLAT;S, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 1/4" AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH FINISHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET GENERAL DEVICE ALIGNMENT BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS SEE STRUCTURAL B /A9.1 LONG LEG TOP TRACK CEILING AS SCHEDULED 2 1/2' X 20 GA METAL STUDS STUDS @24'OC, TO 12'-3' MAX. HEIGHT SEE G /A.9.1 FOR STRUCTURAL REQUIREMENTS. 1 LAYER OF 5/8" TYPE "X" GYP. BD. Ek SIDE OF METAL STUDS. INSULATION UON ON PLANS POWDER DRIVEN FASTENER @ 24 "oc SEE STRUCTURAL C/k9.1 MET RUNNER TRACK SEALANT CONCRETE SLAB NTS C NON -RATED FLOOR TO DECK PARTITION inn � NTS HEAD DETAIL \/\ BOTTOM OF STRUC FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING O OR FIRE DAMPERS AS NECESSARY. NO VERTICAL PENETRATIONS OCCUR IN NEW CONSTRUCTION SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC OFT DEFLECTION TRACK CEILING AS SCHEDULED INSULATION WHERE NOTED ® WALL TYPE: @Q® JOINT COMPOUND BOTTOM TRACK, WI111 POWER DRIVEN ATTACHMENT° SEE STRUCTURAL C /A.9.1 FIRE RATED SEALANT CONCRETE SLAB RATING NO.: UL U419 Q 0 0 1/2" CLR. ONE -HOUR RATED PARTITION 20' FLOOR TO FLOOR EXISTING CONCRETE /STEEL DECK. 18 GA. CONT. VERT SLOTTED DEFLECTION TRACK W/ 1/4" 0 RAWL "ZAMAC NAIL —IN FASTENERS ® 2' -0' (EMBED 1 -1/8" MIN.) RATING NO.: UL U419 NTS CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION— PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24" OC. MAX. CHANNEL SHAPED, FABRICATED FROM MIN. 25 MSG CORROSION — PROTECTED STEEL, MIN WIDTH 2 -1/2" 20GA, MIN 1 -1/4' FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8' TO 3/4" LESS THAN ASSEMBLY HEIGHT. SEE STRUCTURAL B /A.9.2. MINERAL WOOL BATTS OR GLASSF1BER WITH UL CLASSIFICATION MARKINGFRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1 -1/2 ". GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVLIY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI — LAYERED SYSTEMS) STAGGERED A MIN OF 12 ". PROVIDE ONE LAYER TYPE'X' 5/8' THICK PER SIDE. TYPE S OR S -12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8' PANELS OR 1 -1/4' LONG FOR 3/4" THICK PANELS, SPACED 8' OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8' OC. ALONG VERTICAL AND BOTTOM EDGES AND 12' OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS MID SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. SEE G /A.9.1 FOR STRUCTURAL REQUIREMENTS. NTS SILL DETAIL PER CALCULATIONS BY ENGINEERS NW DATED 12.12.07 1. STRUCTURAL REQUIREMENTS SUPERSEDE OTHER REQUIREMENTS. 2. ALL FULL HEIGHT STUDS @ 24" O.C. MAX. W/ 2 #8 EA END OF SILL. 3. PROVIDE DOUBLE STUDS 0 ALL MAN. DOOR OPENINGS. 4. TOTAL SPAN OF STUDS SHALL BE NO MORE THAN 22' -8' IN HEIGHT. 5. ALL PARTITIONS ARE NON— BEARING. 6. SEE CALCULATIONS FOR DESIGN CRITERIA. 7. PROVIDE DETAIL L /A.9.2 AT All DOORS W/ FULL HEIGHT WALLS. STRUCTURAL NOTES I HEADER ELEVATION MAN DOOR OPENING DOOR HEADER DETAIL 1-1 DOUBLE 600 S 162 -33 © MAN DOOR JAMBS (TYP.) CONT. 20 GA TRACK W/ 1/4" 0 RAWL "ZAMAC' NAIL --IN FASTENERS. EXISTING CONCRETE SLAB HEADER SECTION BUILT —UP HDR 2 -600 S- 162 -33 WI CONT TRACK T &B W/ #8 ©12 "O.C. IN 4 PLACES — EXTEND WEBS ATTACH EA. SIDE EA. STUD WITH 3 #8. NTS NTS CONT. 20 TRACK W. #8 EA. NTS 0 3 6 12 — A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design 1538 Firth Avenue 5uitC 500 . SC2!■it • WA aaiel TEL.. 298487,7120 FA.x;2O6. 5873122 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description PERMIT 7196 Drawn by: RW Reviewed by: KK Project No: 07- •- SBOS -00 DOOR SCHEDULE A DETAILS DO S - O. 2 s interiors O architecture KIP G. KOLODZIEJSKI STATE OF WASHINGTON C . ° L, Date 01 /08/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. 12" PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS END OF PARTITIONS. 3-1B PAN HEAD SHT. MTL SCREWS 6'x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. TYPICAL MTL STUD ANCHOR BRACKET NTS NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W CASEWORK & EQUIPM WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS TYPICAL ANCHOR BRACKET FRAMING 0" 4" 8" 12" BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6'X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR NTS 2 COLUMN FURRING DETAIL Lrun 0" 4" 8" 12" 2 1/2' x 25 GA METAL STUDS 0 24' OC, TO 9'-9 MAX HEIGHT. STUDS TO BE INSTALLED TO 6 ABOVE GWB CEILING. BRACE STUDS TO STEEL COLUMN AS REQUIRED. DESIGNER TO COORDINATE STUD SIZE/SPACE F GREATER HEICHT IS REQ D 1 LAYER 5/8 r PE ° X ° G.W.B. ONE SIDE ONLY. G.W.B TO BE INSTALLED To 5' ABc7 E GWB CEILING. METAL RUNNER TRACK WITH POWER ORNEN FAS ENEERS 0 24 OC 1 NR POCKET COW/AN CONR,URATION MAY BE DIFFERENT NTS A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -WEST OFFICE 3355 South 120th Place Seattle, WA 98168 burgess design l interiors 4) architecture 1328 Fifth Avty05 Suitt 588 , 5c?U1t . WA 88 TEL: 200,587.7120 f}lx:206. 5137.7122 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description PERMIT Project No: 07— SB08 -0Q DETAILS bO Bo2s 7196 REGISTERED ARCHITECT KIP . L_ODZIEJSKI STATE OF WASHINGTON Drawn by: RW Reviewed by: KK Date 01/08/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2