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HomeMy WebLinkAboutPermit D12-293 - CORELINK - TENANT IMPROVEMENTCORELINK 3311 S 120 PL EXPIRLD 03-20-13 D12 -293 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Project Name: CORELINK DEVELOPMENT PERMIT Permit Number: D12-293 Issue Date: 09/14/2012 Permit Expires On: 03/13/2013 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Contact Person: Name: RANDY MORGAN Address: 1326 FIFTH AV, SUITE 400 , SEATTLE WA 98101 Contractor: Name: TITAN ELECTRIC INC Address: 900 N 34 ST, SUITE 108 , SEATTLE WA 98103 Contractor License No: TTTANEI963OB Lender: Name: SELF FUNDED - CORELINK Address: Phone: 206 -587 -7120 Phone: 206 - 633 -2811 Expiration Date: 09/02/2014 DESCRIPTION OF WORK: NON - STRUCTURAL INTERIOR TENANT IMPROVEMENT WORK, NON - STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORSA, SUSPENDED UNI -STRUT GRID SYSTEM AND FINISHES. Value of Construction: $12,000.00 Fees Collected: $527.55 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -293 Printed: 09 -14 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Water Meter: Permit Center Authorized Signature: N Private: Public: 1(114 Date: I hereby certify that I have read and ex- - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli , whether specified herein or not. The granting of this permit does no • resume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo - ce •f work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: i /41—/2' 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of doc: IBC -7110 D12 -293 Printed: 09 -14 -2012 this requirement. • • 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 8: 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: 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) 13: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 14: 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. 15: 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 #2328) 16: 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 #2328) (IFC 104.2) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -293 Printed: 09 -14 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Building Permit No. Project No. Date Application Accepted: -1 L— Date Application Expires: r-) 1 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: King Co Assessor's Tax No.: 102304- 9078 -05 3311 South 120 Place Tukwila, WA 98168 Suite Number: 120 Floor: 1st Tenant Name: Corelink PROPERTY OWNER Name: Sabey Address: 12201 Tukwila International Blvd., Ste 400 City: Tukwila State: WA Zip: 98168 CONTACT PERSON - person receiving all project communication Name: Randy Morgan Address: 1326 5th Avenue, Suite 400 City: Seattle State: WA zip: 98101 Phone: (206) 587 -7120 Fax: (206) 587 -7122 Email: randym @burgessdesign.net GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: Burgess Design Company Name: Architect Name: Randy Morgan Address: Address: 1326 5th Avenue, Suite 400 City: City: Seattle State: WA City: State: 587 -7122 Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\ Applications \Forms - Applications On Line \2011 Applications\Permit Application Revised - 8-9- I 1.docx Revised: August 2011 bh New Tenant: ❑ Yes ®..No ARCHITECT OF RECORD Name: Company Name: Burgess Design Company Name: Architect Name: Randy Morgan Address: 1326 5th Avenue, Suite 400 City: City: Seattle State: WA Zip: 98101 Phone: (206) 587 -7120 Fax: (206) 587 -7122 Email: randym @burgessdesign.net State: ENGINEER OF RECORD Name: �'e j1 _ La `T Company Name: Address: Engineer Name: City: State: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: �'e j1 _ La `T Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOIT - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 12,000 Describe the scope of work (please provide detailed information): Non structural interior tenant improvement work; non - structural demolition, new partitions, doors, suspended uni -strut grid system and finishes. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)_ Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes VI No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ Applications \Forms - Applications On Line \2011 Applications\Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 22,069 300 0 0 VN B 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)_ Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes VI No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ Applications \Forms - Applications On Line \2011 Applications\Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — 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. The Building Official may grant requested in writing and just' I HEREBY CERTIFY TH PENALTY OF PERJURY BUILDING OWNE Signature: Print Name. I HAVE THE L more extensions of time for additional periods not exceeding 90 days each. The extension shall be se demonstrated. Section 105.3.2 International Building Code (current edition). AD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ENT: Mailing •dress: 1326 5th Avenue, Suite 400 H: \Applications \Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Date: 08/30/2012 Day Telephone: (206) 342 -0117 Seattle WA 98101 City State Zip Page 4 of 4 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.TukwilaWA.gov Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: CORELINK RECEIPT Permit Number: D12-293 Status: APPROVED Applied Date: 09/04/2012 Issue Date: Receipt No.: R12 -02604 Payment Amount: $321.50 Initials: BLH Payment Date: 09/14/2012 07:36 AM User ID: ADMIN Balance: $0.00 Payee: BURGESS DESIGN TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11696 321.50 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 317.00 640.237.114 4.50 Total: $321.50 doc: Receiot -06 Printed: 09 -14 -2012 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #I00 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: CORELINK RECEIPT Permit Number: D12 -293 Status: PENDING Applied Date: 09/04/2012 Issue Date: Receipt No.: R12 -02526 Payment Amount: $206.05 Initials: WER Payment Date: 09/04/2012 03:51 PM User ID: 1655 Balance: $321.50 Payee: BURGESS DESIGN INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 011684 206.05 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 206.05 Total: $206.05 doc: Receipt -06 Printed: 09 -04 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: (10 (IF LiNI <— Type of Inspection: V=i2i ti■ +Q(�, Address: '31) S 1 -O e L Date Cale _..--3 Special Instructions: Date Wanted: . Requester: Phone No: SS-3'1 -65z z 'i Approved per applicable codes. Corrections required prior to approval. COMMENTS: Y Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule.reinspection. 02 -01 -2013 D`eparimerii ht in" Mu' i y De .elopritent RANDY MORGAN 1326 FIFTH AV, SUITE 400 SEATTLE WA 98101 RE: Permit No. D12 -293 CORELINK 3311 S 120 PL TUKW Dear Permit Holder: Jir tjlaggerlgn, Mayor JackPace; Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/20/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 03/20/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D12 -293 6300 Soufhcenter Boulevard, Suite #100 • Tukww la, Washington 98188 • Phone 2P-43J-37O• Fax 206-431 -3665 tit CO COPY • PLAN REVIEW /ROUTING SLIP 'F ACTIVITY NUMBER: D12 -293 PROJECT NAME: CORELINK DATE: 09 -04 -12 SITE ADDRESS: 3311 S 120 PL X Original Plan Submittal _ __ Response to Incomplete Letter# Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ing Division dr`ks nS Public A AAA) Ci giro. /V qs(i% Fire Prevention Ua i in g D'vision Structural ❑ Permit Coordinator sj DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09-06 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -04 -12 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople P • ter Friendly Page 00 • Electrical Contractor A business licensed by L &I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company TITAN ELECTRIC INC 2066332811 900 N 34Th Ste 108 Seattle WA 98103 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602250925 Active TITANEI963OB Electrical Contractor 9/2/2004 9/2/2014 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status TITANE'986Q5 TITAN ELECTRIC Electrical Contractor General Unused 11/25/2002 11/25/2004 Archived Electrical Administrator INFORMATION License CROOKT'011 PB Name CROOK, TRAVIS Status Active Business Owner Information Name Role Effective Date Expiration Date FUNG, LAWRENCE H Agent 09/02/2004 Bond Amount BURKE, PATRICK D President 09/02/2004 9808431 FUNG, LAWRENCE H Secretary 09/02/2004 ELECTRICAL CITATION CROOK, TRAVIS J Vice President 09/02/2004 COLONIAL AM CAS 8 SURETY OF MD Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 Lexon Ins Co 9808431 08/03/2011 Until Cancelled 19.28.101 RCW ELECTRICAL CITATION $4,000.0008/08/2011 $250.00 1 COLONIAL AM CAS 8 SURETY OF MD LPM4066933 08/03/2004 Until Cancelled 08/03/2011 $4,000.0008/10/2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information No records found for the previous 6 year period Summons /Complaint Information Summons and Complaints are not filed with the department for this contractor type Warrant Information Warrants are not filed with the department for this contractor type Infractions /Citations Information Infraction / Citation Date RCW Code Type Status Violation Amount EREEB00416 8/10/2009 19.28.101 RCW ELECTRICAL CITATION Satisfied $1,000.00 ECHAE00321 8/25/2008 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 EREEB00206 2/20/2009 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 https: // fortress .wa.gov /lni/bbip/Print.aspx 09/14/2012 Contractors or Tradespeople Prater Friendly Page IEOXFJ00469 17/29/2010 119.28.101 RCW (ELECTRICAL CITATION 'Satisfied ESHA000696 5/17/2012 19.28.101 RCW (ELECTRICAL CITATION (Satisfied $2,000.00 $2,000.00 Page 2 of 2 https: // fortress .wa.gov /lni/bbip /Print.aspx 09/14/2012 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. ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 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 FCR 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 AT LEAST 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 SHEET NO. SECTION REFERENCE SYMBOL DTL SHT DETAIL REFERENCE SYMBOL COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: L ANGLE © AT Q CENTERLINE INDICATES FINISHED 1 SURFACES TO ALIGN DRAWING TITLE BAR OTITLE 0 DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS 92' -0" +1' -0" NOMINAL FLOOR - f ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE • SPACE NAME SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL KEYED SHEET NOTES GLAZING SYMBOL REVISION NUMBER ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE AV - AUDIO VISUAL BLDG - BUILDING BOT - BOTTOM CAB - 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 FIN - FINISH FLUOR - FLUORESCENT FLR _ FLOOR FO - FACE OF FOIC - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FTIC - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR - FURRING - GAUGE - GENERAL CONTRACTOR - GLASS - GYPSUM WALLBOARD - HANDICAPPED - HARDWARE - HOLLOW METAL (STEEL FRAME) CL C LG 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 FURR GA GC GL GWB HO HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF - 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 OVH D P PART PERF PERIM PERP 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 SYM M TBD TEL TEMP THK TO TOS TYP UON UPS VCT VIF W/ WC WD W/0 - 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 1. PROJECT ADDRESS: CORELINK INTERGATE EAST - BUILDING 2 SUITE 120 3311 SOUTH 120TH TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FUEL GAS CODE 2009 INTERNATIONAL FIRE CODE 2009 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2006 UNIFORM PLUMBING CODE 2009 NATIONAL FUEL GAS CODE (NFPA 54) 2008 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) THE WASHINGTON CITIES ELECTRICAL CODE 2009 WASHINGTON STATE AMENDMENTS 2003 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VN FIRE RESISTIVE SYSTEM: SPRINKLERED - NFPA -13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: EXIT STAIR ENCLOSURES: 1 HOUR CORRIDORS: N/A 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 300 SQFT TOTAL APPROXIMATE SUITE AREA: 22,069 SQFT TOTAL APPROXIMATE FLOOR AREA: 107,489 SQFT OCCUPANT LOAD FACTOR: REFER TO SHEET G.0.3 CODE SUMMARY NUMBER OF EXITS REQUIRED: 2 REQUIRED; 2 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 100' NFPA 13 SPRINKLERED 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON- STRUCTURAL DEMOLITION, RELOCATION OF DOOR, INSTALLATION OF GWB CEILING AND FINISHES. Wi €s± ft) the tt'r4riA prior f ppnr) I �I Qiuin4',1/ wit r, quire t1 ric"vi f* ,,n ci°hrni?f ?l CSC uGuttionai plom i TENANT: Corelink Intergate East - Building 2 Suite 125 3311 South 120th Tukwila, WA 98168 Tel: 720 - 480 -5639 ATTN: Loren Zweig ARCHITECT /DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: Randy Morgan BUILDING MANAGER: SABEY 12201 TUKWILA INTERNATIONAL BLVD. SUITE 400 SEATTLE, WA 98168 TEL: 206.281.8700 FAX: 206.281.0920 ATTN: GLENN PARRY GENERAL CONTRACTOR: TB D PLUMBING ENGINEER: TBD - Bidder Design Build by G.C. MECHANICAL ENGINEER: TBD - Bidder Design Build by G.C. ELECTRICAL ENGINEER: TBD - Bidder Design Build by G.C. FIRE /LIFE SAFETY ENGINEER: TBD - Bidder Design Build by G.C. PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PE HITS UNDER SEPARATE SUBMITTALS. SEPARATE PERMIT REQUIRED FOR gebhanical Rau: it41Pnakiffiectrical City of Tukw* BLHLO!ING DMSION LEGAL DESCRIPTION / PARCEL NO. LEGAL DESCRIPTION: NE 1 OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 0� CTIZSW''r "1° i R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHING'" PARCEL NUMBER: 102304- 9078 -05 P wj o ,rr► rai is subject to errors and ornisn ons. V.or dor: • does not 1. dn or or 1nan„a. STREET MAP Duwarnish River DRAWING INDEX \ DRAWING ISSUED w 0 By Dat editions is acknovAedg is Z City Of Tukwila BUILDING DIVISION N tb N 0v 0 GENERAL X G.0.0 COVER SHEET / PROJECT INFORMATION X G.0.1 PROJECT NOTES X G.0.2 SITE PLAN G.0.3 CODE SUMMARY X ARCHITECTURAL / INTERIORS A.2A.1 DEMOLITION PLAN CONSTRUCTION PLAN REFLECTED CEILING PLAN X A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS EX hiAR 2 0 DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - 1":50' 201 A. DEFINITIONS: 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. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. 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. INTERGATE EAST BUILDING 2 SUITE 120 ALL EXITS ARE EXISTING REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2012 City of Tukwila BUILDING DIVISION AREA OF WORK RECEIVED CITY OF TUKWILA SEP 0 4 2012 PERMIT CENTER bI)93 Tenant: CORELINK INTERGATE EAST _BUILDING 2 3311 SOUTH 120TH PLACE TUKWILLA, WA 98168 ei . •, burgess design I interiors 0 architecture 1326 Fifth Avenue. Suite 400.Sea-tle Washington .101 T: (H16) 587.7120 F:; 2061587,7122 AU reproduction & intellectual property rights reserved c 2012 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal 80 i r REGISTERED HITECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 08.30.12 Drawn by: MK Reviewed by: RM Project No: 12 -SB 13.02 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.O.O PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CCNSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDt11ONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 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. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 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. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. 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 CABLING 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, ALTERED OR REWORKED 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. 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. 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, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL- PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE P -LAM, UON. 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. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 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 AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 13. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX -S -A -6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. 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. 4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. DMSION 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 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 STRUCTURAL 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 AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.6. 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. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 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 1/8" IN 12' -0 ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 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, UON. 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 CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 09680 - CARPET 1. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 3. 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, UON. 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" (1) COAT PRIMER AND TWO (2) FINISH COATS. 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" (1) COAT PRIMER AND TWO (2) FINISH COATS. 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. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 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. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 12900 - SIGNAGE 1. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. 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, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL 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, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 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. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 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 BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES 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 MUD RINGS TO BE LOCATED AT 18" 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 COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 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 TENANTS 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. FLOOR SHALL BE LEFT FLUSH. 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 COVER PLATE. 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 FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT 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, SYSTEM FURNITURE, 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. INCLUDE GRILLS AND THERMOSTATS. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 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. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. 6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 8. 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. 9. 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 10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL RE- CIRCUIT AND RE- SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 14. EXIT SIGNS SHALL HAVE UL #924. t) a.--2.ci 3 RECEIVED CITY OF TUKWILA SEP 0 4 2012 Tenant: CORELINK INTERGATE EAST _BUILDING 2 3311 SOUTH 120TH PLACE TUKWILLA, WA 98168 • 7' burgess design I interiors Q architecture 1326 Fifth Avenue. Suite 400 Seattle Washington 98101 T: (206) 587.7120 F: (206) 587,7122 All reproduction & intel ectual property rights reserved c 2012 MAR 20 201h REVIEWED FOR ?DE COMPLIANCE APPROVED SEP 12 2012 City of Tukwila BUILDING DIVISION Professional seal 8021 REGISTERED CT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 08.30.12 Drawn by: MK Reviewed by: RM Project No: 12 -SB 13.02 PROJECT NOTES Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 CI YC :K SWK RT Tenant: CORELINK INTERGATE EAST _BUILDING 2 3311 SOUTH 120TH PLACE TUKWILLA, WA 98168 burgess design interiors Q architecture 1326 Fifth Avenue . Suite 400. Seartle Washington 98101 T: (206, 587.7120 F: f ?OE) 587.7122 All reproduction & intellectual property rights reserved c 2012 3311 S. 120TH PL. BUILDING 2 107,489 S.F. V —N SPRINKLERED AREA OF WORK MAR 2 0 20 I3 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2012 City of Tukwila BUILDING DIVISION 0 <\ TP SITE PLAN -NOT A LEGAL SURVEY ■■ Q „_ I-I � , /s , 0" 0 8' 16' 24' blex-4x,13 P(UG) SEP 0 4 2012 PERMIT C.ENTE Professional seal 8021 REGISTERED t ( ITECT NDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 08.30.12 Drawn by: MK Reviewed by: RM Project No: 12— SB13.02 SITE PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 E NOT AN EXIT FOR LOADING D OCK ACCESS ONLY PER AGREEMENT WITH ADJACENT TENANT AREA OF WORK MECH. /ELEC ROOM 3,271 S.F. OCC. LOAD: 300 S.F /OCC. =11 OCC. BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. OPERATIONS ROOM 543 S.F. OCC. LOAD: 100 S.F /OCC. =6 OCC. COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 100 FEET TO DECISION NODE. THE PATH OF EMERGENCY EGRESS TRAVEL ILLUMINATION❑ LEVEL SHALL NOT BE LESS THAN AN AVERAGE OF (1) FOOT` CANDLE AT THE WALKING SURFACE. OFFICE 217 S.F. OCC. LOAD: 100 S.F /OCC. =3 OCC. BREAK ROOM 224 S.F. OCC. LOAD: 15 S.F. /OCC. =15 OCC, N.O.C. ' 1,062 S.F. OCC. LOAD: 300 S.F. /OCC. =4 OCC. BASED ON SUBMITTAL UNDER 1997 UBC. 4 OCC. LOAD DATA CENTER 10,556 S.F. OCC. LOAD — 300 S.F /OCC. = 36 OCC. BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. 7 MECH. /ELEG— 2,192 _SS. OCC. LOAD: coo S.F /OCC. =f ON SUBiv • �- 1997 —Ue CONFERENCE ROOM 290 S.F. OCC. LOAD: 15 S.F /OCC. =20 OCC. SHARED OFFICE 417 S.F. OCC. LOAD: 100 S.F /OCC. =5 OCC. SPITE 120 2.7 OCC. LOAD TOTAL OCCUPANT LOAD AT THIS EXIT 80 OCCUPANTS CHAINLINK GATE WITH LOCKSET AND CONCRETE WALK CODE PLAN CAS CODE INFORMATION PROJECT ADDRESS: INTERGATE EAST — BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 PARCEL NUMBER: 102304 - 9078 -05 LEGAL DESCRIPTION: NE 1 OF THE SE ( OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON APPROXIMATE AREA OF CONSTRUCTION: 300 SQFT TOTAL APPROXIMATE SUITE AREA (SUITE 120): 22,069 SQFT SUITE AREA (SUITE 160): 26,669 SQFT TOTAL APPROXIMATE BUILDING FLOOR AREA: 107,489 SQFT OCCUPANCY TYPE: SUITE 120; 'B' (EXISTING) WITH ACCESSORY USED USE SUITE 160; 'F -1' (EXISTING) NUMBER OF EXITS REQUIRED: 2 REQUIRED; 3 PROVIDED (SUITE 120) 2 REQUIRED; 3 PROVIDED (SUITE 160) COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED NFPA 13 TO SUPPORT MAIN CODE SHEET: SYMBOLS LEGEND EXIT SIGNS MEANS OF EGRESS PATH KEY PLAN t► NTS MAR 20 201,3 REVIEWED FOR CODE NCE OVED SEP 12 2012 b\i2A 3 City et Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 4 2012 PERMIT CEN f Tenant: CORELINK INTERGATE EAST BUILDING 2 3311 SOUTH 120TH PLACE TUKWILLA, WA 98168 a a� burgess design I interiors ,fl architecture 1376 Fifth Avenue . Su to 400. Sertle Washingtcn 98101 T. (2061 587.7120 F:12061587.7121 All reproduction & intellectual property rights reserved c 2012 Professional seal 8021 RE,GESTERED AR ITECT NDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 08.30.12 Drawn by: MK Reviewed by: RM Project No: 12— SB13.02 CODE SUMMARY Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.3 UP H H DEMOLITION PLAN 0 8' 16' 24' 1 /8" = 1'- 0" 5' -0" TMIN. CLR. 1 UP NEW ELECTRICAL GEAR CONSTRUCTION PLAN 0 8' 16' 24' 1 /8" = 1'- 0" REFLECTED CEILING PLAN t► 0 8' 16' 24' 1/8" = 1'- 0" MAR 2 0 201 DEMOLITION SYMBOLS SYMBOL LEGEND CEILING LEGEND - LIGHTING KEYED SHEET NOTES _ _ EXISTING CONSTRUCTION TO BE REMOVED SYMBOL DESCRIPTION /SPEC O DEMO EXISTING RATED DOOR, FRAME, CARD READER AND HARDWARE — TO BE STORED, RELOCATED AND REINSTALLED. VERIFY WITH STORAGE WITH TENANT AND BUILDING MANAGEMENT. O DEMO EXISTING 1 —HOUR RATED HARD LID CEILING. EXISTING SUSPENDED LIGHTING FIXTURES TO BE REMOVED AND STORED FOR RE— INSTALLATION. PATCH AND REPAIR ALL SURFACES AS REQUIRED FOR NEW RATED CEILING AND TO MAINTAIN SUITE STANDARD. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. <> EXISTING MECHANICAL DUCTS ABOVE, SHOWN FOR REFERENCE. CONTRACTOR TO VERIFY LOCATION AND CONFIRM ANY ADJUSTMENTS, AND IMPACT TO WORK, WITH ARCHITECT. 4O RELOCATED FIRE RATED DOOR AND FRAME ASSEMBLY O RELOCATE EXISTING LIGHT SWITCH AND CARD ACCESS AS REQUIRED. O NEW ONE (1) HOUR CEILING ASSEMBLY. REFER TO DETAILS A, B & C /A.9.1. 7O EXISTING LIGHTS THIS AREA TO BE SALVAGED DURING DEMO AND RE— INSTALLED AT SAME LOCATIONS AT NEW CEILING. f EXISTING CONSTRUCTION TO REMAIN f 1 EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL C /A.9.1 AREA OF NEW RATED GWB ONE HOUR RATED CEILING N/R ' NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. GENERAL DEMOLITION NOTES GENERAL CONSTRUCTION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE —USE, UON. 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, Sc DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE — RETARDENT TREATED WOOD WHEN BUILDING IS CONSTRUCTION TYPE I AND II. 9. REFILL ANY ABANDONED CORE DRILL HOLE OR SIMILAR WITH FIRE PROOFING THAT MATCHES THE FLOOR RATING. UON. CEILING LEGEND - CONTROLS SYMBOL DESCRIPTION RELOCATED SWITCH LOCATION. GENERAL RCP SHEET NOTES LIGHTING SUMMARY 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. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY /RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB — CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB — CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. DRAWING SHOWS ONE METHOD OF PROVIDING EGRESS ILLUMINATION FOR IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 10. THE CONTRACTOR UNDER THE DESIGN BUILD CONTRACT SHALL PROVIDE A MINIMUM OF 1 FOOT— CANDLE PER SQUARE FOOT, AS MEASURED FROM 18" FROM ABOVE THE FINISHED FLOOR, FOR EMERGENCY EGRESS LIGHTING CONTINUOUSLY ALONG THE ENTIRE LENGTH OF THE PATH OF TRAVEL. 2009 Washington State Nonresidential Energy Code Compliance Form Lighting S U m m a r y LTG—SUM 2009 Project Info Project Address: PROJECT NAME Date MM /DD /11 ADDRESS For Building Department Use CITY STATE ZIP Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, 1400, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Project Description ❑ New Building ❑ Addition Cil Alteration Compliance Option ❑ Prescriptive IBI Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist () Indicate Prescriptive & LPA spaces clearly on plans.) ❑ No changes are being made to the lighting 04 Less than 60% of the fixtures are new and installed lighting wattage is not being increased ONE EXISTING SUSPENDED PENDANT LIGHT TO BE REMOVED AND RELOCATED, NO CHANGES TO LIGHTING WATTAGE �-- ‚)? -- REVIEWED FOR OR CODE COMPLIANCE APPROVED SEP 12 2012 City of Tukwila BUILDING DIVISION R E ' 7I'.' r, CITE' > : SEP 0 4 2012 PERMIT u t ,. Tenant: CORELINK INTERGATE EAST _BUILDING 2 3311 SOUTH 120TH PLACE TUKWILLA, WA 98168 • •' burgess design I interiors Q architecture 1376 Fifth Avenue . Suite 400. Seattle Washington 8101 T;(2061 587 7120 F: ;2061 S87.7122 All reproduction & intellectual property rights reserved c 2012 Professional seal REGISTERED CHITECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 08.30.12 Drawn by: MK Reviewed by: RM Project No: 12— SB13.02 CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 EXISTING PAN DECK ASSEMBLY 00 EXISTING BEAM BXUV.263 FIRE RESISTANCE RATINGS: ANSI /UL 263 DESIGN NO. L524 01 STEEL BEAM — EXISTING SYSTEM 02 FINISH SYSTEM —THE FINISH SYSTEM CONSISTS OF THE FOLLOWING: SYSTEM NO. 1 FINISH —NOM. 19/32 IN. PLYWOOD, MIN. GRADE "C —D" WITH EXTERIOR GLUE CONFORMING WITH PS -83. FACE GRAIN OF PLYWOOD TO BE PERPENDICULAR TO JOISTS STAGGERED. LONG EDGES TO BE T &G. 3O FINISH FASTENERS —THE FIRST FIRST LAYER OF EACH FLOOR SYSTEM TO BE FASTENED TO THE STEEL JOISTS WITH TYPE S12 BY 1 -15/16 IN. LONG SELF DRILLING, PILOT PONT, STEEL SCREWS. THE SCREWS ARE TO BE PLACED 6 IN. OC. AROUND THE PERIMETER OF THE FLOOR AND AT ALL END (BUTT) JOINTS OF THE PLYWOOD SHEETS. SPACING IN THE FIELD TO BE 10 IN. OC. (�4 STEEL JOISTS —THE JOISTS ARE CHANNEL — SHAPED 8 IN. 8 MIN. DEPTH WITH 1 -5/8 IN. MIN. WIDE FLANGES AND IN. LONG STIFFENING FLANGES. THE JOISTS ARE FABRICATED FROM A MIN. NO. 18MSG, GALV STEEL. MIN. YIELD STRENGTH OF STEEL IS EITHER 33,000 OR 40,000 PSI WITH CORRESPONDING MAX. WORKING STRESS OF 20,000 AND 24,000 PSI. JOISTS SPACED A MAX. 24 IN. OC. 5O JOIST STIFFENERS —(NOT SHOWN) MIN. NO. 18 MSG, GALV STEEL. STIFFENERS ARE CHANNEL — SHAPED, 6 -13/16 IN. LONG 31 IN. DEEP WITH 1 -5/8 IN. FLANGES AND 1/2 IN. STIFFENING FLANGES. THE JOIST STIFFENERS ARE USED AT ALL BEARING LOCATIONS OF THE JOISTS JOIST BRIDGING —(NOT SHOWN) INSTALLED IMMEDIATELY AFTER JOISTS ARE ERECTED AND BEFORE CONSTRUCTION LOADS ARE APPLIED. THE BRIDGING CONSISTS OF CUT TO LENGTH JOIST SECTIONS IS PLACED BETWEEN OUTER SUPPORTS, ADJACENT TO OPENINGS AND AT MID SPAN WITH 8 FT. OC. MAX. SPACING. BRIDGING CHANNELS ARE SCREW — ATTACHED ST EACH END TO JOIST WEBS USING ANGLE CLIPS. V— BRACING OF 1 -1/2 IN. BY 20 GA. GALVANIZED STEEL IS SCREW ATTACHED TO BOTTOM OF JOIST FLANGE BETWEEN BRIDGING CHANNELS BEAM CAGE —THE CAGE USED TO SUPPORT THE GYPSUM WALLBOARD BEAM PROTECTION IS FABRICATED FROM NO. 24 MSG, ELECTROGALVINZED STEEL ANGLE WITH BY 1 -3/8 IN. LEGS AND NO. 25 MSG, ELECTROGALVINIZED STEEL CHANNEL STUDS, 2 -1/2 IN. WIDE WITH 1 IN. LEGS. ANGLES ARE FATENED TO THE STEEL JOISTS USING IN. PAN HEAD STEEL SHEET METAL SCREWS. WAIBOARD, GYPSUM —FOR CEILING — TWO LAYERS OF 1/2 IN. THICK BY 48 IN. WIDE SHEETS INSTALLED WITH LONG DIMENSIONS PERPENDICULAR TO JOISTS. INNER LAYER ATTACHED TO STEEL JOISTS USING 1 IN. LONG, TYPE S12 BUGLE HEAD STEEL SCREWS SPACED 8 IN. OC. AT THE BUTT JOINTS LOCATED 1/2 IN. FROM THE EDGES AND SPACED 12 IN. OC. IN THE FIELD. BUTT JOINTS TO OCCUR OVER JOISTS. OUTER LAYER ATTACHED TO ASSEMBLY USING 1 -1/2 IN. LONG, TYPE G BUGLE HEAD STEEL SCREWS AT THE BUTT JOINTS, SPACED 8 IN. OC. AND LOCATED IN. FROM THE EDGE, AND IN THE FIELD WITH 1 -5/8 IN. LONG, TYPE S12 BUGLE HEAD STEEL SCREWS SPACED 12 IN. OC. ALONG THE JOISTS. BUTT JOINTS OF THE OUTER LAYER TO OCCUR BETWEEN JOISTS. EDGE JOINTS TO BE STAGGERED FROM INNER LAYER. FOR BEAM — TWO LAYER OF IN. GYPSUM WALLBOARD, INNER LAYER FASTENED TO BEAM CAGE USING 1 IN. LONG, TYPE S12 BUGLE HEAD STEEL SCREWS SPACED 12 IN. OC. AND OUTER LAYER FASTENED TO CAGE USING 1 -5/8 IN. LONG, TYPE S12 BUGLE HEAD SCREWS SPACED 12 IN. OC. JOINTS ARE TO BE STAGGERED. WHEN USED IN AN EXISTING ASSEMBLY CONTRACTOR MAY MODIFY DETAIL TO EXISTING CONDITIONS AS LONG AS THE RATING IS MAINTAINED. 1 HR RATED BEAM COVER u u� 1 0" 4" 8" 12" 3" = 1' -0" FIRE TAPE AND CAULK ®10 '''''''‘ /// ATTACH HORIZONTAL TRACK TO EACH EXISTING STUDS WITH (3) #8 SCREWS, EA. FIRE TAPE AND CAULK 1 HR RATED CEILING CUT AWAY EXIST. GWB AS REQUIRED EXISTING 1 HR RATED DEMISING WALL 0" 4" 8" 12" 3" = 1' -0" NEW 1HR RATED WALL O FIRE TAPE AND CAULK k. r . r L. r ' L . r L . r (RATED PARTITION) RATING NO.: UL U469 FLOOR AND CEILING RUNNERS — "J" SHAPED, 2—Y2" MIN. WIDE WITH UNEQUAL LEGS OF 1 IN. AND 2" IN., FABRICATED FROM 24 MSG GALV STEEL. POSITION RUNNERS WITH SHORT LEG TOWARD FINISH SIDE OF WALL. RUNNERS ATTACHED TO STRUCTUAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2 IN. FOR ENDS AND NOT GREATER THAN 24" O.C. STEEL STUDS —'C —H" SHAPED STUDS, 24 IN. WIDE BY 14 IN. DEEP, FABRICATED FROM 25 MSG GALV. STEEL, SPACED 24 IN OC. VERTICALLY RESTRAINED WALLS REQUIRE STUDS TO BE CUT % IN. LESS THAN FLOOR TO CEILING HEIGHT 2 1/2" MIN. 25 GA. UP TO 10' -7" MAX. 3 5/8" MIN. 25 GA. 10' -8" — 13' -5" MAX. 3 5/8" MIN. 20 GA. 13' -6 — 14' -9" MAX. WALLBOARD GYPSUM * -1 IN. THICK GYPSUM WALLBAORD LINER PANELS, SUPPLIED IN 24 IN. OR 600 MM WIDTHS. VERTICAL EDGES INSERTED IN "H" SHAPED SECTION OF "C —H" STUDS. FREE EDGE OF OF END PANELS ATTACHED TO LONG LEG OF "J" RUNNERS WITH 1 —% IN. LONG TYPE S SELF DRILLING, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 12 IN. O.C. WALLBOARD GYPSUM * — % IN. THICK, 4 FT WIDE GYPSUM WALLBOARD APPLIED VERTICALLY AND ATTACHED TO STUDS WITH 1 IN. LONG TYPE S SELF DRILLING, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 24 IN. O.C. BATTS AND BLANKETS — PLACED TO FILL INTERIOR OF STUD CAVITY, 14 IN. MIN THICKNESS. * BEARING THE UL CLASSIFICATION MARKING 1 HR RATED CEILING 0" 4" 8" 12" 3" = 1' -0" 6" too ,6" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW 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 TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATE 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. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. D GENERAL DEVICE ALIGNMENT NTS MAR 20 2013 bI;L. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TL!K'VI Lr SEP 0 4 2012 PERMVIIT e..EI TE Tenant: CORELINK INTERGATE EAST _BUILDING 2 3311 SOUTH 120TH PLACE TUKWILLA, WA 98168 burgess design l interiors C architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T:0061587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2012 Professional seal REGISTERED ARF4- 11TECT RA ' ALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 08.30.12 Drawn by: MK Reviewed by: RM Project No: 12—SB13.02 DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1