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HomeMy WebLinkAboutPermit D09-005 - SABEY DATA CENTER - PROVIDENCE - WALLS AND PARTITIONSSABEY DATA CENTER 3355 S 120 PL D09 -005 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: Name: SABEY DATA CENTER - PROVIDENCE Address: 3355 S 120 PL , TUKWILA WA 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 DESCRIPTION OF WORK: TENANT IMPROVEMENTS, NEW WALLS AND INTERIOR PARTITIONS doc: IBC -10/06 DEVELOPMENT PERMIT Owner: Name: SABEY CORPORATION Address: 12201 TUKVVILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: ANTHONY VINCENT Address: 12201 TUKWILA INTERNATIONAL BL , TUKWILA WA 98168 Phone: 206 - 281 -8700 Permit Number: D09 - 005 Issue Date: 03/06/2009 Permit Expires On: 09/02/2009 Contractor: Name: SABEY CONSTRUCTION INC. Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Phone: 206 - 281 -4700 Contractor License No: SABEYCI033KM Expiration Date: 01/06/2011 Value of Construction: $75,000.00 Fees Collected: $1,913.22 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: IA Occupancy per IBC: 0008 * *continued on next page ** D09 -005 Printed: 03 -06 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Permit Center Authorized Signature: Signature: L j . Print Name: .la :H Jortdso.l doc: IBC -10/06 City dllTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. 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 Number: DO9 -005 Issue Date: 03/06/2009 Permit Expires On: 09/02/2009 Date: End Time: Fill 0 c.y. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: 3 /4 W9 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -005 Printed: 03 -06 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: SABEY DATA CENTER - PROVIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D09 -005 Status: ISSUED Applied Date: 01/08/2009 Issue Date: 03/06/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 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 CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 14: 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 doc: Cond -10/06 D09 -005 Printed: 03 -06 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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) 15: 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) 16: 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) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 18: 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) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 23: 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) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 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: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 27: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 28: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire doc: Cond -10/06 D09 -005 Printed: 03 -06 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 30: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 31: 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. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D09 -005 Printed: 03 -06 -2009 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. Signature: Print Name: ,icK Je..t,ti o..t • • 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 doc: Cond -10/06 D09 -005 Date: 3/4 /9 ordinances governing or local laws regulating Printed: 03 -06 -2009 King Co Assessor's Tax No.: 102_ 30 9082_ " 0� Site Address: $ SIC 1 1 o 14 PI AC-E Suite Number: Tenant Name: SA ,Ey t4 IDA c J Y ` rem, ENC.E New Tenant: Property Owners Name: I N A Sr LLC- 1Z2o Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 ** CONTACT issu when your permit is ready to b Name: Av Ul Ntef.Ji Mailing Address: CA Kt 1/1 v\ V ) SA.If)ey •cow" E -Mail Address: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5 Company Name: '4P'E'j CON512.11 C31 ON Mailing Address: Contact Person: C1 N ¶ tee-y E -Mail Address: 9 P- -hin p Saloey . corn Contractor Registration Number: S 46E 1 O 33 M ARCHITECT OF RECORD - All plans must be we stamped by Arehi of Recur s Ey & I Tc &Q Mailing Address: A2 'LO ( T r_W t LA- 1 k A 4f Contact Person: S 4t 1 ' 12.4 S U.Y.1 C- Company Name: E -Mail Address: 501 h G rC s@ Sol -Y • cow\ ENGINEER OF RECORD - plans must be w s roped by Engine of Record Company Name: Mailing Address: Contact Person: E -Mail Address: Q:\ Applications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 his I I (3e is � tTTLE City Floor: ❑ Yes C -40 «e —F" w a State Day Telephone: 02$ I *00 Qs above, City State Fax Number: Zip cOVITLE City Day Telephone: ao (o 2.8 I g 4-00 Fax Number: 2- 0 (e 281 q 9S Expiration Date: State Zip 2. not [y(No `fig Ib Zip �- V--VP SGitiTr WA , 3 e(6 City State Zip Day Telephone: 2.06 2.7-? -- 5 Z ?--( Fax Numbet4-2gI 9gS City Day Telephone: Fax Number: State Zip Page 1 of 6 BIJ1LD G PERMIT IN U TIO - 20l6- 431 - 36'70 Valuation of Project (contractor's bid price): $ '4 Scope of Work (please provide detailed information): 1.4 I NTH 0 (2_ Oat) WA-U.57 t Or i, In 2t o¢._ pe.ie.:61 Will there be new rack storage? ❑ Yes Existing Building Valuation: $ I M OQOW MENSt [r]rNo If yes, a separate permit and plan submittal will be required. Provide AMI Building =Areas in Squa li t elo 1 ° . Floo ryS Attached Cs!. t ea c Attacked Ca Detached Carport Covered Deck Uncover lc 1$5,465 Cot e o Z ion p IBC I4 Type of Occupancy per PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: El 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 II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\ApplicationsWo.ms- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 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 0 Signature: - Date: // 5/0 4 , Print Name: h Co r ® fir E / c" Day Telephone: 2cC, ) .3 O 7R Mailing Address: 2 20 / T Lcw. !cc 'r t lt'c TL�r.�r�q & �c� L g � ( , s / V Tr J'✓lGcTt a is La Cit State Zip Date Application Expires: Date Application Accepted: Q: Applications \Forms - Applications On Line\3 -2006 - Permit Applieation.doc Revised: 9 -2006 bb Staff Initials: (AIL I Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1023049069 Permit Number: D09 -005 Address: 3355 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 01/08/2009 Applicant: SABEY DATA CENTER - PROVIDENCE Issue Date: Receipt No.: R09 -00368 Initials: WER Payment Date: 03/06/2009 01:37 PM User ID: 1655 Balance: $0.00 Payee: SABEY CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 42868 1,161.30 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 640.237.114 RECEIPT Account Code Current Pmts Payment Amount: $1,161.30 1,156.80 4.50 Total: $1,161.30 doc: Receipt -06 Printed: 03 -06 -2009 Parcel No.: 1023049069 Permit Number: D09 -005 Address: 3355 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 01/08/2009 Applicant: SABEY DATA CENTER - PROVIDENCE Issue Date: Receipt No.: R09 - 00039 Initials: WER Payment Date: 01/08/2009 01:30 PM User ID: 1655 Balance: $1,161.30 Payee: SABEY PROPERTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 112967 751.92 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 Account Code Current Pmts 000/345.830 751.92 Total: $751.92 Payment Amount: $751.92 1280 01/08 9707 TOTAL 751.92 doc: Receiot -06 Printed: 01 -08 -2009 Proje t: pp B pr �v. 04 /lc� c . J y Type o f In ctip 2u: '�: fit Address: S 3355 r r� �� ! Date Called: Special Instructions: Date Wanted: _4 G J 1 p.m. Requester: Phone No: Mb - Zs S 3(71 INSPECTION NO. • INSPECTION RECORD Retain a copy with permit Dog - do 5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: L -vi'e( )Ni t Inspector(. Date: / A $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: Type of nspectio ` 1— ;�.ik9 � u( ( A CO AP ) iek ( 149 1 A(!-€( vi\ Date Called: je. ;ro v' } ,A{S 0 1 Mvi,-o4Z- ,J bk loc qA3r—ei i i) &APT? Li<<t--,1f , .. ,, 7Cf , " r 5( A- At! 1 rAire) ( J r. Phoro: '�� Nief/A c fe I ( vn nv - 4, Project: r r pi 0 A e -kiL J Type of nspectio ` 1— ;�.ik9 � u( ( A Addre s: ('1 Date Called: Special Instructions: Date Wanted: (`9 C O 1 3- U p.m. Requester: Phoro: AA EJ Approved per applicable codes. !D ?- ovs INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION M. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36V0 Corrections required prior to approval. Inspector !Date: 1 ' ' - ) 7 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project i Type of Inspection: Address: . ?355 S /20 P2-- Date Called: Special Instructions: • Date Wanted: ..3 - Z5 - c a.m. Requester: Phone No: 0% l INSPECTION RECORD Retain a copy with permit i • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -'6 INSPECTION NO. ba COMMENTS: ) JAL TGcJ�F — g olima/en ?kb AJ74S tl�s ,3 L a 4Pi iit/ 6 — Date: d rf REINSPECTION FEE REQU rior to inspection, fee must be at 6300 Southcenter Blvd., Sul 0. Call to schedule reinspection. Rec?':t No.: Date: roved per applicable codes. Corrections required prior to approval. COMMENTS: PM-'r •- g p j v j g 4 c Vimi:iv .-Qpiel J ''''')K— i o ./T t,J t. : r4 l , lzo C- Date Called: V1dcz----.8 sP A4 k5, :: /.1 a >:-, pf h IS ; I. (awn p.m. Requester: Phone No: .2-062 2-55 67 1 IA) .A-1( C___ 2 D O ,r-Jc i /443 7a9 J ,! P,1r We 44. 0/1 4.2 7 � � t./ e P y'(1 I Proj Type of Inspection: Address: 3S S lzo C- Date Called: Special Instructions: . Date Wanted: G 3 — l 1 09 (awn p.m. Requester: Phone No: .2-062 2-55 67 1 -41 Log -Oo5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ter 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. 0 Corrections required prior to approval. inspect Date: 3 tag o 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: Project: glow, 0674r Sprinklers: • Fire Alarm: Type of Inspection: Address: 335.5 S. Suite #: n. Pt. . Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I INSPECTION NUMBER - Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Date: 6 /3 / o f oacM PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. COMMENTS: r ip 6;v4-1.. - a SPAiMmare -- 61,4 - 0/L //1 tac. I i Nit - OI� G SA,. 7,000 P7/4. nspector: i J5 IL f n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from 3- .he City of Tukwila Finance Department. Call to schedule a reinspection. r5... 1/13/06 T.F.D. Form F.P. 113 ACTIVITY NUMBER: D09 -005 DATE: 01 -08 -09 PROJECT NAME: SABEY DATA CENTER - PROVIDENCE SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 1 J I 4 B�II•Ing Division Public Works 5 r 4 1-601 RMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RQUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • 51ii %AOKI lil PLAN REVIEW /ROUTING SLIP rll CI( -1 Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n DATE: DATE: d Planning Division Permit Coordinator DUE DATE: 01 -13 -09 Not Applicable n No further Review Required ■_] n DUE DATE: 02 -10 -09 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Name Role Effective Date Expiration Date SABEY, DAVID A Cancel Date 01/01/1980 Bond Amount POOLE, LAURENT D 5 01/01/1980 52BSBCQ3983 HARMON, JAMES N Until Cancelled 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 HARTFORD FIRE INSURANCE CO 52BSBCQ3983 12/31/2004 Until Cancelled $12,000.00 12/20/2004 4 TRAVELERS CAS a SURETY CO 815103354851 BCM 12/31/2001 Until Cancelled $12,000.00 12/24/2001 3 TRAVELERS CAS It SURETY CO OF A 815103354851 BCM 12/31/200012/31/2001 $6,000.00 12/14/2000 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LaI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 TUKWILA INTL BLVD 4TH FLOOR SEATTLE WA 981685121 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601532164 ACTIVE SABEYCI033KM CONSTRUCTION CONTRACTOR 5/14/1997 1/12/2011 DASCOC *066KD SABEYC *953RE GENERAL UNUSED Business Owner Information • • Bond Information Page 1 of 3 https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= SABEYCI033KM 03/06/2009 GENERAL NOTES ARCH INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 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. PROTECTION AND PLACEMENT OF ANY CEILING TILES A ND OR 14. ADEQUATE CLEANUP, 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 UGHT 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 ARCHITECTS CONTROL SAMPLES AND REQUIRE ARCHITECTS 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 UST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE UST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTh - MOUNTED ARCH - ARCHITECTURAL MIL - METAL ACT - ACOUSTICAL CEILING TILE N/A - NOT APPLICABLE AV - AUDIO VISUAL NIC -NOT IN CONTRACT BLDG - BUILDING BOT - BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER OFF - OFFICE CL - CENTER LINE OPNG - OPENING CLG - CEILING CUR -CLEAR OVHD - OVERHEAD P -PAINT COL - COLUMN CONC - CONCRETE PART - PARTITION CONF - CONFERENCE PERF - PERFORATED PERIM - PERIMETER DEMO - DEMOLITION PERP - PERPENDICULAR DEPT - DEPARTMENT PLAM - PLASTIC LAMINATE DRINKING FOUNTAIN DF - PLYWD - PLYWOOD DIA - DIAMETER DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL RA - RETURN AIR DW - DISHWASHER RCP - REFLECTED CEIUNG PLAN DWG - DRAWING REC - RECESSED EA - EACH REF - REFERENCE EL - ELEVATOR REFR - REFRIGERATOR ELEC - ELECTRICAL REL - RELOCATE ELEV - ELEVATION REV - REVISION OR REVISED EQ - EQUAL RM - ROOM EQUIP - EQUIPMENT RO - ROUGH OPENING EXT - EXTERIOR RTD - RATED FA - FIRE ALARM SCHED - SCHEDULE FD - FLOOR DRAIN SF - SQUARE FEET /FOOT FE - FIRE EXTINGUISHER SHT - SHEET FEC - FIRE EXTINGUISHER CABINET SIM - SIMILAR FFE - FINISH FLOOR ELEVATION SPEC - SPECIFICATION FIN - FINISH SPKLR - SPRINKLER FLUOR - FLUORESCENT SPKR - SPEAKER FIR - FLOOR SQ - SQUARE F O,c - - FACE OF FURNISHED BY OWNER, INSTALLED STL - STEEL BY CONTRACTO FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING STRUC - STRUCTURAL GA - GAUGE SYMM - SYMMETRICAL GC - GENERAL CONTRACTOR TBD - TO BE DETERMINED GL - GLASS TEL - TELEPHONE OR TELECOM GWB - GYPSUM WALLBOARD TEMP - TEMPERED THK THICKNESS HC - HANDICAPPED - HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS -TOP OF SLAB Np - TYPICAL HR - HOUR LION - UNLESS OTHERWISE NOTED INCL - INCLUDED OR INCLUDING INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY MU! - INSULA11ON VCT -VINYL COMPOSITION TILE LAV - LAVATORY VIF - VERIFY IN FIELD LF - UNEAR FOOT W - WITH / MATT. - MATERIAL WC - WATER CLOSET MAX - MAXIMUM WD - WOOD MDF - MEDIUM DENSITY FIBERBOARD W/O - WITHOUT 1. PROJECT ADDRESS: SABEY DATA CENTER INTERGATE EAST BUILDING 5 -2ND FLOOR 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 2. APPUCABLE 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 FACIUTIES - 2004 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: - 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: - 2,555 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. TENANT: GENERAL CONTRACTOR: Sabey Data Center Sabey Construction Intergate East Intergate West 3355 South 120th Place 12201 Tukwila International Blvd. Seattle, WA 98168 Fourth Floor Tel: 206.243.0175 Seattle, WA 98168 Fax: 206.243.0269 Tel: 206.281.8700 ATTN: JOHN SASSER Fax: 206.281.9951 ATTN: GLENN PARRY ARCHITECT: EMAIL glennp®sabey.com Sabey Architecture WA License: SABEYC1033KM 12201 - Tukwila international Blvd. Seattle,WA 98168 HVAC CONTRACTOR: Tel: 206.281.8700 TBD Fax: 206.281.9951 ATTN: SANDRA SUSKIC ELECTRICAL CONTRACTOR: EMAIL sandras®sabe y com TBD BUILDING MANAGER: Sabey Intergate West 12201 Tukwila International Blvd, 4th Floor Seattle, WA 98168 Tel: 206.281.8700 Fax: 206.282.9951 ATTN: SANDRA SUSKIC STREET MAP DRAWING I \ DRAWING ISSUED � � � c�o cl % s DuwamjSh Rive Lir 5 y. ..;.ti, -;. i; * *:; + . Q +� + -, MVO D1/08/08 GENERAL X G.0.0 COVER SHEET / PROJECT INFORMATION X G.0.1 PROJECT NOTES X G.0.2 SITE PLAN ARCHITECTURAL / INTERIORS X A.2A.1 CONSTRUCTI /ELECTRICAL /FINISH PLAN X A.2B.1 REFL ECTED CEIUNG PLAN � • •.* t -. + .•,•. +, , +, + j + ;.;,. ,* „ + 24t .. . + 1 ' �;, ;; �,� +� +�,�� X A.9.1 DOOR SCHEDULE �3TAILS A.9.2 DETAILS . .;.,+ ; +;v. +'.' +'.' +•O. ❖ +'.'. , � +,, .�.,.,.� ` «„ : , ,� ;t +� +�, ' 0 DEFINITIONS AND D I M E N S I 0 N S FLOOR P LA T E - N . T . S. A. DEFINITIONS: NO CHANGE TO EXITS. THIS AREA OF WORK IS ALSO KNOWN AS PHASE 2. r Pcr I2 OFFICE AREA HAS LESS THAN 30 OCCUPANTS. pr; i,.':;:":7:17.1! CI COJI;;' n C, prOvvd Fi iJ dy e 08: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. "SIMILAR" " " 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: (- - - AREA- - OF I WORK I I I • ® ® •0 0 ® • • I ll ® 1 1 • • ®� ® Or. ® ® ® ' • • ® EACH r= ® ® ® ® ►' _ Ia »» - - - _ - - 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID UNES 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 C. SMALL SCALE DETAILS ILS D. ENLARGED PLANS AND SECTIONS E. FLOO PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBIUTY 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 CEIUNG TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMAT1CALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED S YMBOLS ... rat __ • -� 7 EXIT 2 " B. ; ; °; ►' i I �� e 0- ° I ® , 11 = Imo = . ... V e c 0 km ' , I • lo, �° • ELEVATION REFERENCE SYMBOL i 1 INDICATES FINISHED ;� i ® - 11 11 4 -^ � - 1 - _ M "" h ' . ..... _ _ No changes of work wit Tuts W'It ,. NOTE: Revisions' an d m ay includ 1 SURFACES TO AUGN - I • COMMON 0 ,- " ® 0 ' ® EGRESS" P ATH OF a r. , - - - L� A.06.XX U DETAIL ID DRAWING TITLE BAR I:I' ] in I ° �. �∎ o ® o 1 0 ° ® >R DETAIL IDENTIFICATION DRAWING TITLE -,v S HEET NO. D SECTION REFERENCE SYMBOL GRAPHICAL SCALE TITLE _ - 0 ■ SEPARATE PE O o • 1 . • ® 0 ® . 0 • • ® 0 , ® ' ®• 0 ®' ■ ® ® - '® l! ° M ° ® ■ • _ - • DTL --I FLOOR ELEVATION SYMBOLS SHT 92' - 0" +1' - 0" NOMINAL FLOOR DETAIL REFERENCE SYMBOL DTI BUILDING - f ELEVATION HEIGHT (ABOVE/BELOW) SPACE / ROOM ID ' r 6 .,, ® ® " REQUIRED F Mechanic Electrical it lumbing LS Gas Pipit of Tuk city of HONG D1� 0 r. ® • P N II ■ ail N � ° ® 5 5. H ° - ® H ° ° ° OFFICE �- SPACE NAME COLUMN' GRID LINE SYMBOL ( 127 �- SPACE NUMBER DIMENSI ON LINE AN D/pR DOOR Q 20 - 0 " SYMBOL o ® . . . ® ' EXIT i : 11 ® �' ® _ ® v I III Ii• r, °��[_ ■ ■ II Q - ° ° 0 o - /AE r1 EXIT o 0 DOCUMENT SHEET SYMBOL r KEYED SHEET NOTES L ANGLED Gt 11 _ � �� �� Z ` 1�MNN' ��= © AT . GLAZING SYMBOL CENTERUNE .. "' L „r„ ® � ` . 1 �- REVISION NUMBER IL E COPY o . %idl b cubject to carom r -J c ". .sr! n3. rection C0cum n ®3 wra C C cu c :_a I CdOptLSd ccc?i.C,T C .firiarr:n. 0 } I py cad concii'�Ti3 k.1 ow!Crw.�L'.7: !ty c? Tukwila SLANG DlIfi :0 VISIONS 11 be made to the scope out prior approval of Building Division. ill require a new plan submittal additional plan review fees. RECEIVED JAN 08 2009 PERMIT CENTEF D09- 005 S BEY CONSULTANTS REVISIONS FILE: ARCHITECTURE ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. BUILDING 5 PROVIDENCE OFFICE SABEY DATA CENTER ntergate a st 3411 South 120th. Place Tukwila, WA DRAWING TITLE: COVER SHEET GENERAL INFORMATION PROGRESS DATE: 01/01/09 PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: \ KARA M. ANDERSON STATE OF WASHINGTON G:\ Architecture\ArchGraphix \Sabey Owned Buildings \Interoate East \ bldg5 \TI's\2nd floor common_offices\Providence EIS off\permit set \ IG-0-0.dwg, 1/7/2003 3:02:09 PM, LANIER LW324 RPCS PROJECT NOTES DIVISION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF NE 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 SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE 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 APPUCABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT UMITED 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 NE 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. DIVISION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOUTION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOUTON 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 CABEUNG 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 CEIUNG, 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. DIVISION 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 SIDEUGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUAUTY 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 GUDES, 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. DIVISION All - DOORS AND 1MNDOWS 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 ACCESSIBIUTY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBUES. . 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 COMPUANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DIVISION 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 CEIUNG 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 APPUCABLE. 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 WHEREVER 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 CEIUNG 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 ARE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 09500 - CEIUNG SUSPENSION SYSTEMS. 1. PROVIDE NEW CEIUNG TILE, CEIUNG GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEIUNGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEIUNG WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEIUNG 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 UGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEIUNG 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 AUGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEIUNGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" 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 CEIUNGS 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 CEIUNG GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET UNOLEUM, 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 UGHT 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 SIDEUGHT 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 UGHT 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 UGHT 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 LION. DIVISION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BUNDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BUNDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 3. ALL INTERIOR SIDEUGHTS TO RECEIVE 1" MINI - BUNDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DIVIaoN XV MECHANICAL (under separate _pentt 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT ONES, 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 DISABIUTIES 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 UNE. 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 UGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPUANCE 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 UNES 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 CEIUNG TILE, UON. 15800 - HEATING VENTILATING AND AIR CONDITIONING (under separate permit) 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 (undersepaa ate permit) 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANTS REQUIREMENTS. REPLACE OUTLET COVERPLATES TO MATCH NEW FINISH IF APPUCABLE. 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 TENANTS 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 TENANTS NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABUNG FOR VOICE AND DATA TO BE PROVIDED BY TENANTS VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPUED FURNITURE SYSTEMS TO INCLUDE BUT NOT UMITED 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 APPUCABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERUNE 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 DISCIPUNE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & UGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND UGHT 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 - UGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEIUNG PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBIUTY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN UGHTS SHOWN IN THE CENTER OF CEIUNG TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEIUNG TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPUANCE. 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 CEIUNG- 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 UGHT FIXTURES, AND SWITCHES. B. UFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY UGHT FIXTURES. D. UGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. D09 -00S X09 1 �+ ON c � C CODE ` ON JAN 15 7.0 RECEIVED . JAN 08 2009 PERMIT CENTEF S y ��E A BEY CONSULTANTS REVISIONS FILE: ARCHITECTURE PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: REGISTERED A H T KARA M. ANDERSON STATE OF WASHINGTON ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. BUILDING 5 PROVIDENCE OFFICE SABEY DATA CENTER Intergate 3411 South 120th. Place Tukwila, WA DRAWING TITLE: GENERAL INFORMATION PROGRESS DATE: 01/(1/(09 III U ^,. r13 d d d j J .6 6 OIG GGGGGGGGGGGiGGGTGGGGG {�.,�.gII ii " !!' {II { {{G P PP PP PP PP 3355 3355 S. 120TH PL IJ ..1 SOUTH 124TH STREET SITE PLAN N.T.S. 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. t:O9OOS RECEIVE . JAN 0 8 2009 PERMIT GENIE SIEBEY CONSULTANTS REVISIONS ARCHITECTURE if REGISTERED CHI CT KARA M. ANDERSON STATE OF WASHINGTON 6194 ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. BUILDING 5 PROVIDENCE OFFICE SABEY DATA CENTER ►ntergate.east TECHNOLOGY CAMPUS 3411 South 120th. Place Tukwila, WA DRAWING TITLE: PROGRESS DATE: 01/01/09 FILE: PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: SITE FLAN DRAWING NUMBER: N UP DN. 0 c9 ZO 8' -10" 11' -1 FINISH PLAN L_ n 0 4' 2'-6" 6-10" SERVER ROOM I 200 SERVER ROOM 200 C.R. 25-0" G_ CONSTRUCTION PLAN C.R. ❑1 1 2' n 12' 201 FL FL OFFICE 201 ZZ ZZ 1/8" = 1 , - 0 " OFFICE 201 1 /8" = 1'- 17' -9" „ r❑ roT 90' -8" • 15571 •••111111111- - -•11111111 - _�■■■■w! BREAK AREA 10' -0" G4 CONFERENCE ROOM 202 REAK AREA I202I C. F. C C.R. CONFERENCE ROOM 2' -0" G2 7' -5" 203 C.R C.R 0 Q N.O.C. I 203 28' -0" N.O.C. 203 KEYED SHEET NOTES EXISTING 1 HOUR RATED WALL- FLOOR TO STRUCTURE ABOVE. NEW 1 HOUR RATED WALL- FLOOR TO STRUCTURE ABOVE, TO MATCH EXISTING CORRIDOR NEW PARTITION WALL TO UNDERSIDE OF CEILING DEMOLISH EXISTING CARPET AND INSTALL VCT. VERIFY ALL FINISHES WITH BUILDING MANAGEMENT. I[1;;;;�llll7 ° ® PI] ° ° a° 0-- �ln� �III_7 ��I��Ll:I: IIILA I:C�J,A ii�llwiu :. SYMBOL LEGEND f f EXISTING CONSTRUCTION TO REMAIN f■■� T NEW PARTITION WALL = _ EXISTING TO BE DEMOLISHED 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 BASE B -1 CARPET CPT -1 VCT -1I CF -1 P -2 P -3 PL -1 I PL -2 ACT WT -1 MANUFACTURER TBD TBD VINYL COMPOSITION TILE ra lvfi ' z; N\ ARMSTRONG CONCRETE FLOOR PAINT BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE PLASTIC LAMINATE TBD TBD ACOUSTICAL CEILING ARMSTRONG WINDOW TREATMENT TBD DESCRIPTION 4 "h COVED /STRAIGHT RUBBER BASE. COLOR: TBD FIELD CARPET COLOR: TBD INSTALLED: DIRECT GLUE 12" X 12" STANDARD EXCELON 1/4 TURNED. fir`. COLOR: TBD 0't3 TRANSITION STRIP: (MATERIAL,SIZE,FINISHD V 4rk �� EPDXY TYPE FLOOR, ANTI - STATIC GWB EGGSHELL FINISH COLOR: TBD GWB EGGSHELL FINISH COLOR: TBD WOOD DOOR- STAINED /FRAME SEMI -GLOSS FINISH COLOR: TBD PLASTIC LAMINATE HORIZONTAL SURFACES /BACKSPASH. LAMINATE COLOR: TBD INTERIOR MELAMINE COLOR PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: TBD INTERIOR MELAMINE COLOR GRID: MATCH EXISTING SUITE STANDARD TILE: MATCH EXISTING SUITE STANDARD 1" HORIZONTAL MINIBUND COLOR: MATCH EXISTING SUITE STANDARD OO9oos RECE VR' JAN 08 2009 PEMIT CENTEh SABEY / AR ITE KARA M. ANDER ON CONSULTANTS REVISIONS FILE: ARCHITECTURE 6194 REGISTERED STATE OF WASHINGTON ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. BUILDING 5 PROVIDENCE OFFICE SABEY DATA CENTER ►h i gate 3411 South 120th. Place Tukwila, WA DRAWING TITLE: CONSTPUCT I ON/ FINISH PLAN PROGRESS DATE: 01/01/09 PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: A 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 @ 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 w Z c DOOR O w ix 3 = 4 w ¢ m w u_ a, , m c� m w U, o = _ – 3 --I z = w _ Z z w a _ 200 6' -2" 8' -0" B 1 HM WD NR DOOR TO MATCH EXISTING DOUBLE DOOR- OPPOSITE SIDE) 201 3' -0" 8' -0" A 4 HM WD NR DOOR TO BE STAINED, VISION PANEL 6 "X2' 202 3' -0" 8' -0" A 3 HM WD NR DOOR TO BE STAINED 203 3' -0" 8' -0" A 4 HM WD NR DOOR TO BE STAINED SECURITY CARD READER 204 3' -0" 8' -0" A 2 HM WD NR DOOR TO BE STAINED HARDWARE GROUP HARDWARE REMARKS GROUP 1 DOUBLE, ENTRY LOCKSET RATED TO MATCH EXISTING DOOR OPPOSITE SIDE SECURITY CARD READER GROUP 2 SINGLE, ENTRY LOCKSET RATED 1 ENTRY FUNCTION LOCKSET WITH INTEGRAL DEAD BOLT LOCK (1) PAIR HINGES 1 DOOR CLOSER AND LOCK GUARD 1 FLOOR- MOUNTED DOOR STOPS SECURITY CARD READER GROUP 3 SINGLE, PASSAGE LATCHSET NON -RATED 1 PASSAGE LATCHSET (1) PAIR HINGES 1 WALL- MOUNTED DOOR STOP GROUP 4 SINGLE, OFFICE LOCKSET NON -RATED 1 OFFICE FUNCTION LOCKSET (1) PAIR HINGES 1 WALL - MOUNTED DOOR STOP DOOR TYPES HOLLOW METAL / \ \ \ \ \ t- / PAINTED HOLLOW METAL FRAME PAINTED FLUSH S.C. HOLLOW METAL DOOR lelat • °J —PAINTED FRAME PAINTED FLUSH S.C. 1 HOLLOW METAL DOOR WIDTH `�5; C E = MATCH ALL A EXISTING EXISTING CONDITIONS ry B O J � ��� NO " s � • 61� 11�� SIDELIGHT GLA SCH ED U LE ' w m C9 W p N SIDELIGHT N c.'J , . Z w u._ Q CC W R Li F W-- Z = J J (/) z f CI = F. ci w c (I) 0 4" 8' -O" 2' -O" A 1/4" TEMPERED - MTL - 0 4" 8' -O" 2' -O" A 1/4" TEMPERED - MTL 0 3' -6" 8' -O" 10' -0" A - MTL G4 5' -6" 8' -O" 10' -0" A - MTL SIDELIGHT /GLAZI TYPES PAINT HOLLOW METAL TO MATCH EXISTING CONDITIONS GLAZING AS _ c� w _ J N j SCHEDULED INTERMEDIATE RAIL TO G3 AND G4 ONLY 12) 0 9qh. 005 WIDTH E = EXISTING, MATCH ALL EXISTING CONDITIONS ECEIVEr . A 08 7009 PERMIT CENT && • DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW x 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. GENERAL DEVICE ALIGNMENT S 1 I 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 DFT DEFLECTION TRACK O CEILING AS SCHEDULED INSULATION WHERE NOTED 0 WALL TYPE: JOINT COMPOUND BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT O FIRE RATED SEALANT CONCRETE SLAB RATING NO.: UL U419 AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW 0 0 0 0 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 OO OO ® 0 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 SUPPUED WITH A SQUARE EDGE. ONE -HOUR RATED PARTITION RATING NO.: UL U419 NTS CHANNEL SHAPED, FABRICATED FROM 3W MIN 20 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. 20 MSG CORROSION - PROTECTED STEEL, MIN WIDTH 3 -5/8" 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. MINERAL WOOL BATTS OR GLASSFIBER 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 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 (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. NTS L_ BOTTOM OF STRUCTURE 0" 4" V HEAD DETAIL PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 8 " 12" 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 CO 2' -0" (EMBED 1 -1/8" MIN.) BRACE PER CODE AT STRUCTURE - & TOP OF WALL SUSPENDED CEILING AS EXISTING 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF - TAPPING SM. SCREWS @ 48 "oc, AND 3/4" PIPE SLEEVES INSULATION 3 5/8" X 20 GA METAL STUDS @ 24" OC, TO 14' -0" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS POWDER DRIVEN FASTENER @ 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NTS NON -RATED FLOOR TO CEILING PARTITION 3►, = 1,_0„ -F SILL DETAIL CONT. 20 GA. TRACK W/ 1/4" 0 RAWL "ZAMAC" NAIL -IN FASTENERS. EXISTING CONCRETE SLAB NTS SALBEY CONSULTANTS REVISIONS FILE: ARCHITECTURE REGISTERED KARA M. ANDERSON STATE OF WASHINGTON ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. BUILDING 5 PROVIDENCE OFFICE SABEY DATA CENTER I nt east 3411 South 120th. Place Tukwila, WA DRAWING TITLE: PROGRESS DATE: 01 /01/09 PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DETAILS DRAWING NUMBER: 'ala 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. 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES, & WALL MOUNTED AND VIDEO EQUIPMENT. C MTL STUD ANCHOR BRACKET ) TYPICAL A 8" 12" 0" 4" -H � — Illlllllll11111lll111lll1111111llllhIlllhill 3 6 12 CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESILIENT TRANSITION STRIP RESILIENT FLOOR AS SCHEDULED 12 9' -6" CASEWORK - FILE /STORAGE AREA NTS THRESHOLD @ CARPET TO RESILIENT FLR. 3 " =1' -0" 1/2"=1' NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS ANCHOR BRACKET FRAMING COLUMN FURRING DETAIL HTYPICAL NTS C 0" 4 " 8" 12" 0 " 4 " 8" 12„ SELECTED LAMINATE SELECTED LAMINATE SELECTED LAMINATE 3 STUDS MIN. L -1 L -2 L -1 BOTTOM OF FINISHED CEIUNG ANCHOR BRACKET: 6 "X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR 0 P. VERIFY IN FIELD 2 1/2" X 25 GA METAL STUDS 0 24" OC, TO 9' -9" MAX HEIGHT. STUDS TO BE INSTALLED TO 6" ABOVE GWB CEIUNG. BRACE STUDS TO STEEL COLUMN AS REQUIRED. DESIGNER TO COORDINATE STUD SIZE /SPACE IF GREATER HEIGHT IS REQ'D 1 LAYER 5/8" TYPE "X" G.W.B. ONE SIDE ONLY. G.W.B TO BE INSTALLED TO 6" ABOVE GWB COUNG. METAL RUNNER TRACK WITH POWER DRIVEN FASTENEERS 0 24" OC 1" AIR POCKET COLUMN CONFIGURATION MAY BE DIrrtHENT NTS 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE -TYP. CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SECTION 1621 MINIMUM STANDARD PER SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH CITY OFFICIALS. D� ACT SEISMIC BRACING DETAIL 3 N CASEWORK -BREAK AREA 3 6 12 1/2"=1' SELECTED LAMINATE L -1 12 GA. VERTICAL HANGER WIRE AT 4' -O" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE 12 SEISMIC COMPRESSION STRUT 6q -065 ECEIVED JAN 0 8 2009 PERMIT CENTER SABEY CONSULTANTS REVISIONS ARCHITECTURE DRAWING TITLE: FILE: 6194 PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: REGISTERED AC IT KARA M. ANDERSON STATE OF WASHINGTON ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. BUILDING 5 PROVIDENCE OFFICE SABEY DATA CENTER intergateoeast 3411 South 120th. Place Tukwila, WA PROGRESS DATE: 01/01/09 DETAILS /\ / / / / / \ N N N \ / N \ N N N NY / / / / / /\ / / / / \ N N N N N N \ \ / / �� / / / H/ MICROWAVE 1::1::1 N N \ N SELECTED LAMINATE � _L--2 DEDICATED I::J::I I: :I::I �I r� OPEN SHELVES "\\ /i / / N \ \ /\\ // < \ \ \ \ \ / / / / / /\\ / X \ \ \ \ \ / / / / / / / X \ \ \ \ / / / / REFRIGERATOR 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. 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES, & WALL MOUNTED AND VIDEO EQUIPMENT. C MTL STUD ANCHOR BRACKET ) TYPICAL A 8" 12" 0" 4" -H � — Illlllllll11111lll111lll1111111llllhIlllhill 3 6 12 CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESILIENT TRANSITION STRIP RESILIENT FLOOR AS SCHEDULED 12 9' -6" CASEWORK - FILE /STORAGE AREA NTS THRESHOLD @ CARPET TO RESILIENT FLR. 3 " =1' -0" 1/2"=1' NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS ANCHOR BRACKET FRAMING COLUMN FURRING DETAIL HTYPICAL NTS C 0" 4 " 8" 12" 0 " 4 " 8" 12„ SELECTED LAMINATE SELECTED LAMINATE SELECTED LAMINATE 3 STUDS MIN. L -1 L -2 L -1 BOTTOM OF FINISHED CEIUNG ANCHOR BRACKET: 6 "X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR 0 P. VERIFY IN FIELD 2 1/2" X 25 GA METAL STUDS 0 24" OC, TO 9' -9" MAX HEIGHT. STUDS TO BE INSTALLED TO 6" ABOVE GWB CEIUNG. BRACE STUDS TO STEEL COLUMN AS REQUIRED. DESIGNER TO COORDINATE STUD SIZE /SPACE IF GREATER HEIGHT IS REQ'D 1 LAYER 5/8" TYPE "X" G.W.B. ONE SIDE ONLY. G.W.B TO BE INSTALLED TO 6" ABOVE GWB COUNG. METAL RUNNER TRACK WITH POWER DRIVEN FASTENEERS 0 24" OC 1" AIR POCKET COLUMN CONFIGURATION MAY BE DIrrtHENT NTS 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE -TYP. CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SECTION 1621 MINIMUM STANDARD PER SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH CITY OFFICIALS. D� ACT SEISMIC BRACING DETAIL 3 N CASEWORK -BREAK AREA 3 6 12 1/2"=1' SELECTED LAMINATE L -1 12 GA. VERTICAL HANGER WIRE AT 4' -O" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE 12 SEISMIC COMPRESSION STRUT 6q -065 ECEIVED JAN 0 8 2009 PERMIT CENTER SABEY CONSULTANTS REVISIONS ARCHITECTURE DRAWING TITLE: FILE: 6194 PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: REGISTERED AC IT KARA M. ANDERSON STATE OF WASHINGTON ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. BUILDING 5 PROVIDENCE OFFICE SABEY DATA CENTER intergateoeast 3411 South 120th. Place Tukwila, WA PROGRESS DATE: 01/01/09 DETAILS /\ / / / / / \ N N N \ / N \ N N N NY / / / / / /\ / / / / \ N N N N N N \ \ / / �� / / / H/ N N \ N N N \ N / / / / H/ DEDICATED I::J::I I: :I::I I OPEN SHELVES 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. 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES, & WALL MOUNTED AND VIDEO EQUIPMENT. C MTL STUD ANCHOR BRACKET ) TYPICAL A 8" 12" 0" 4" -H � — Illlllllll11111lll111lll1111111llllhIlllhill 3 6 12 CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESILIENT TRANSITION STRIP RESILIENT FLOOR AS SCHEDULED 12 9' -6" CASEWORK - FILE /STORAGE AREA NTS THRESHOLD @ CARPET TO RESILIENT FLR. 3 " =1' -0" 1/2"=1' NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS ANCHOR BRACKET FRAMING COLUMN FURRING DETAIL HTYPICAL NTS C 0" 4 " 8" 12" 0 " 4 " 8" 12„ SELECTED LAMINATE SELECTED LAMINATE SELECTED LAMINATE 3 STUDS MIN. L -1 L -2 L -1 BOTTOM OF FINISHED CEIUNG ANCHOR BRACKET: 6 "X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR 0 P. VERIFY IN FIELD 2 1/2" X 25 GA METAL STUDS 0 24" OC, TO 9' -9" MAX HEIGHT. STUDS TO BE INSTALLED TO 6" ABOVE GWB CEIUNG. BRACE STUDS TO STEEL COLUMN AS REQUIRED. DESIGNER TO COORDINATE STUD SIZE /SPACE IF GREATER HEIGHT IS REQ'D 1 LAYER 5/8" TYPE "X" G.W.B. ONE SIDE ONLY. G.W.B TO BE INSTALLED TO 6" ABOVE GWB COUNG. METAL RUNNER TRACK WITH POWER DRIVEN FASTENEERS 0 24" OC 1" AIR POCKET COLUMN CONFIGURATION MAY BE DIrrtHENT NTS 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE -TYP. CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SECTION 1621 MINIMUM STANDARD PER SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH CITY OFFICIALS. D� ACT SEISMIC BRACING DETAIL 3 N CASEWORK -BREAK AREA 3 6 12 1/2"=1' SELECTED LAMINATE L -1 12 GA. VERTICAL HANGER WIRE AT 4' -O" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE 12 SEISMIC COMPRESSION STRUT 6q -065 ECEIVED JAN 0 8 2009 PERMIT CENTER SABEY CONSULTANTS REVISIONS ARCHITECTURE DRAWING TITLE: FILE: 6194 PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: REGISTERED AC IT KARA M. ANDERSON STATE OF WASHINGTON ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. BUILDING 5 PROVIDENCE OFFICE SABEY DATA CENTER intergateoeast 3411 South 120th. Place Tukwila, WA PROGRESS DATE: 01/01/09 DETAILS