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HomeMy WebLinkAboutPermit D09-079 - SABEY CORPORATION - CITY OF TUKWILA - TENANT IMPROVEMENTCITY OF TUKWILA 3411 S 120 PL D09 -079 Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Tenant: Name: CITY OF TUKWILA Address: 3411 S 120 PL, STE 110 , TUKWILA WA Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Citylif 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 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: ANTHONY VINCENT Address: 12201 TUKWILA INTERNATIONAL BL 4TH FLOG , TUKWILA WA 98168 Phone: 206 - 255 -1180 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 DESCRIPTION OF WORK: PATCH WALLS, REPAIR CEILING GRID, LEVEL FLOOR AND REPAIR DOORS $28,000.00 V -B DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D09 - 079 Issue Date: 05/27/2009 Permit Expires On: 11/23/2009 Fees Collected: $993.51 International Building Code Edition: 2006 Occupancy per IBC: 0024 D09 -079 Printed: 05 -27 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City c•Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: �► )♦ ( /Ir: W Date: Permit Number: D09 -079 Issue Date: 05/27/2009 Permit Expires On: 11/23/2009 oc1?-1- I hereby certify that I have read and 'fled this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compile • , 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. lam autho ' ed to sign and obtain this development permit. / (� Signature: . f � Date:, r 2 7/ G Print Name: doc: IBC -10/06 This permit shall become X11 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 -079 Printed: 05 -27 -2009 Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Tenant: CITY OF TUKWILA 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D09 -079 Status: ISSUED Applied Date: 05/13/2009 Issue Date: 05/27/2009 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: 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. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT 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 an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire 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 doc: Cond -10/06 D09 -079 Printed: 05 -27 -2009 • 1 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 instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 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: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 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 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. doc: Cond -10/06 D09 -079 Printed: 05 -27 -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 29: 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) 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 32: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed m the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 35: 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. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: 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 -079 Printed: 05 -27 -2009 Signature: Print Name: /, ✓ ` D L/ V ' �l • City of Tukwila I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10/06 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 D09 -079 Printed: 05 -27 -2009 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us SITE LOCATION Site Address: 3311 south 120th PL Tukwila WA 98168 Tenant Name: City of Tukwila Property Owners Name: International Gatway East LLC Mailing Address: 12201 Tukwila Int'Blvd Fourth Floor Name: Anthony Vincent Mailing Address: 12201 Tukwila Int'Blvd Fourth Floor E -Mail Address: anthonyv @sabey.com Company Name: Sabey Construction Mailing Address: 12201 Tukwila Int'Blvd Fouth Floor Contact Person: Anthony Vincent E -Mail Address: anthonyv @sabey.com Contractor Registration Number: SABEYCIO33KM Company Name: Burgess Design INC. Mailing Address: 1326 5th AVE Suite 500 Contact Person: Kip Kolodziejski NA - :Building Permit NO. 1) Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. 'Project No: . (For office use only) 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 ** E -Mail Address: Contact Person: E -Mail Address: H:\ Applications\Porms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh King Co Assessor's Tax No.: 91- 1872499 (0)30Lh.ibQ Suite Number: Floor: 1 New Tenant: m Yes El ..No Seattle City CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: (206) 255 -1180 Seattle WA 98168 City State Fax Number: (206) 282 -9951 GENERAL CONTRACTOR INFORMATION - • (Contractor Information for Mechanicar(pg 4) for Plumbing and Gas Piping (pg 5)) Seattle City State Day Telephone: (206) 255 -1180 Fax Number: (206) 282 -9951 Expiration Date: 01/12/2011 ARCHITECT OF RECORD - All plans must be wet stamped by'Architect of Record Seattle WA State City State Day Telephone: (206) 587 -7120 Fax Number: (206) 587 -7122 State 98168 Zip Zip WA 98168 Zip WA 98101 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Zip Page 1 of 6 • . • 'Existing . Interior Remodel Addition to Existing Structure New Type;of Construction per • • IBC - Type of • Occupancy per • IBC : l n Floor 26,826 5,825 0 0 5B Si '2" Floor 3` Floor Floors : thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 28,000 Existing Building Valuation: $ 4,000,000 Scope of Work (please provide detailed information): Patch Walls, Repair Ceiling Grid, level floor and Repair doors. Will there be new rack storage? ® Yes 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: Will there be a change in use? • ❑ Yes Compact: Handicap: 0.. No If yes, a separate permit and plan submittal will be required. H:\Applic tions\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE' OR AUTHORIZED AGENT: Signature: /■111. Print Name: A n h `y v• i\ e c ./11 Mailing Address: 12 z (' j T/ 14 /'(Va Date Application Accepted: � — n H:Wpplications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Applicanon.doc Revised: 1 -2009 bh City Date:. Si ] 1 Day Telephone: 2 0 C i State Zip Date Application Expires: Staff Initials: uk I Page 6 of 6 Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: CITY OF TUKWILA Receipt No.: R09 -00716 Payee: SABEY PROPERTIES • • 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 114297 993.51 Authorization No. ACCOUNT ITEM LIST: Description doc: Receiot - 06 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000/322.100 000/345.830 640.237.114 RECEIPT Account Code Current Pmts Total: $993.51 Permit Number: D09 -079 Status: PENDING Applied Date: 05/13/2009 Issue Date: Payment Amount: $993.51 Initials: WER Payment Date: 05/13/2009 02:15 PM User ID: 1655 Balance: $0.00 599.40 389.61 4.50 PAY ENT E C LE Printed: 05 -13 -2009 COMMENTS: (1) l ttMM cC C (. \ w - Af p r Al J - , r' P , - t (lem,thl F e ( Special Instructions: ‘ 0 / Date Wanted: 7 _ `'' / a.m Requester: Phone No: c' 4C mss / / c5CJ ----- i f Pro t; � ]' /l /7/ (l4/i 4 Type of Inspection: �i 4/.41 Address: �/ ._21-/// S 42 0 Pe_ Date Called: Special Instructions: ‘ 0 / Date Wanted: 7 _ `'' / a.m Requester: Phone No: c' 4C mss / / c5CJ 2■ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q 6)431 -3670 pproved per applicable codes. Corrections required prior to approval. 7 qp i Inspect 0.0/ REINSPECTION FEE REQ I IRED. ; rior to inspection, fee must be < ai • -t 6300 Southcenter Blvd., S ite 10 i. Call to schedule reinspection. Rec_ t No.: 'Date: Project: JJ C ■ 1 / J/ �!/ — Fa k�t LA Type of Inspection: j e. LP.�1 i . q Address: q� 3.# 11 S, 1 20 /' Date Called: /{ Special Instructions: Date Wanted: // a tA �2� d p.m. Requester: Phone : No Zo6 _ 2.ss- 1 1 (1,0 COMMENTS: (-) _1Th lib F' r (,Jt ' AQ -t "i 0 ' A S n .,:,— ,c- AA .. -D( .PS Cii1 r.C, 1 Ip,0c Inspector ' ot.A `\ �! ����LL.VVJJ � f I} Date: l.P � Z ' J t INSPECTION RECORD � Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Approved per applicable codes. Corrections required prior to approval. ❑ $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: ` cif) � ' ` C r 0 1 Type of C J l� s ] e IAA` Address: k r 3' t i S' r by At— Date Called: I Special Instructions: v 1 . Date Wanted 5-2g. O a_m., Request . Pho No: f2,0 (0 - 2s_i[gO INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (266)431 -36f70 Corrections required prior to approval. r COMMENTS: M to 1 / e_, ,l . /) / .,Q. 1 { • Inspects Date: t- (37 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Suite 100. Call to schedule reinspection. Receipt No.: (Date: ACTIVITY NUMBER: D09 -079 PROJECT NAME: CITY OF TUKWILA SITE ADDRESS: 3311 S 120 PL X Original Plan Submittal Response to Correction Letter # DATE: 05 -13 -09 Response to Incomplete Letter # Revision # After Permit Issued D PARTMENTS: uildingDivision NA. 6'141Public Woks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: PEIiMITttY • PLAN REVIEW /ROUTING SLIP Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 MM kwc 50/7 -° Fire Prevention n DUE DATE: 05 -14 -09 U No further Review Required DATE: 514' l Planning 'vision Permit Coordinator Not Applicable DUE DATE: 06-1 1 -09 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SABEYC*953RE SABEY CORPORATION CONSTRUCTION CONTRACTOR GENERAL UNUSED 12/5/2005 12/5/2009 ACTIVE DASCOC"066KD D A S CONSTRUCTION CORP CONSTRUCTION CONTRACTOR GENERAL UNUSED 5/4/1994 5/4/1997 ARCHIVED BERKLC1088CE BERKLEY CONSTRUCTION INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 2/5/1992 2/5/1993 ARCHIVED ARCHIDG132QZ ARCHITECTUAL DEV GROUP INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 11/9/1987 11/9/1992 ARCHIVED SABEYC "141 PH SABEY CORPORATION CONSTRUCTION CONTRACTOR UNUSED GENERAL 10/8/1986 12/31/2001 ARCHIVED OWPROI "221 RR 0 8 W PROPERTIES INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 12/19/197810/1/1986 ARCHIVED BERKLS*267LP BERKLEY STRUCTURES INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 6/17/1974 12/31/1991 ARCHIVED Untitled Page Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE WA 981685121 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601532164 ACTIVE SABEYCI033KM CONSTRUCTION CONTRACTOR 5/14/1997 1/12/2011 GENERAL UNUSED General /Specialty Contractor A business registered as a construction contractor with LEtI 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. Other Associated Licenses Business Owner Information 1 https://fortress.wa.gov/lni/bbip/Detail.aspx • Page 1 of 3 05/27/2009 GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT 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 SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: Q 20' - L ANGLE • AT CENTERLINE SHEET NO. lf ; i DRAWING TITLE BAR O TITLE G1 A FLOOR ELEVATION SYMBOLS 92' -O +1' -0" NOMINAL FLOOR f ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE • SPACE NAME ( 1127 I - SPACE NUMBER DOOR SYMBOL DOCUMENT SHEET SYMBOL INDICATES FINISHED SURFACES TO ALIGN DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE KEYED SHEET NOTES GLAZING SYMBOL REVISION NUMBER ARCH / INTERIOR ABBREVIATIONS 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 CAB CL CLG CLR COL CONC CONF DEMO DEPT DF DIA DI FF DIM DTL DW DWG EA EL ELEC ELEV EQ EQUIP EXT FA FD FE FEC FFE FI N FLUOR FLR FO FOIC FTIC FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF - BOTTOM - CABINET - CENTER LINE - CEILING - CLEAR - COLUMN - CONCRETE - CONFERENCE - DEMOLITION - DEPARTMENT - DRINKING' FOUNTAIN - DIAMETER - DIFFUSER - DIMENSION - DETAIL - DISHWASHER - DRAWING - EACH - ELEVATOR - ELECTRICAL - ELEVATION - EQUAL - EQUIPMENT - EXTERIOR - FIRE ALARM - FLOOR DRAIN - FIRE EXTINGUISHER - FIRE EXTINGUISHER CABINET - FINISH FLOOR ELEVATION - FINISH - FLUORESCENT - FLOOR - FACE OF - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR - FURRING - GAUGE - GENERAL CONTRACTOR - GLASS - GYPSUM :;WALLBOARD - HANDICAPPED - HARDWARE HOLLOW METAL (STEEL FRAME) - HOUR - INCLUDED OR INCLUDING - INFORMATION - INSULATION - LAVATORY - LINEAR FOOT - MATERIAL - MAXIMUM - MEDIUM DENSITY FIBERBOARD MECH MEZZ M FR MIN MI SC MTD MTL N/A NIC NTS OC OFF OPNG OVHD 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 SYMM TBD TEL TEMP THK TO TOS TYP UON UPS VCT VIF W/ WC WD W/0 MANAGEMENT NOTES - 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. THE DRAWINGS AND SPECIFICATIONS PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL COORDINATE THE WORK OF EACH CONSULTING ENGINEER WITH THESE DRAWINGS AND TENANT IMPROVEMENT SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR THE TENANT IMPROVEMENT SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER OR THE ARCHITECT. 2. DIMENSIONS: A. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. ARCHITECT TO VERIFY LAYOUT PRIOR TO CONSTRUCTION. B. LOCATE PARTITIONS THAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WITH THE EXISTING STRUCTURE OR ON THE CENTERLINE OF A WINDOW MULLION AS SHOWN. 3. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 4. FIRE PROTECTION: IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF THE FIRE RATED ELEMENTS AS REQUIRED BY THE GOVERNING AUTHORITY. 5. GENERAL CONSTRUCTION: A. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO DRILLING OR CUTTING OF SLAB OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICT PRIOR TO BEGINNING WORK. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEILING MOUNTED ITEMS. C. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE IBC IN THE LOCAL JURISDICTION. D. MECHANICAL, ELECTRICAL VERTICAL TRANSPORT AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE CONTRACT. 6. MECHANICAL NOTES: A. THE HVAC SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES. B. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING WITH WORK. C. THE CONTRACTOR,SHAL-L -P� IDE'BALAN IC L�ND BY`INDEPE DENT BALAA CING 4 l 64 / e 6 of 0 d wl. l h-t- oo ' e r &a e.k7 elf-A_-- a eA 0 i-L-- Jo ( P /4-7 ‘ .- 1 -- BUILDING SUMMARY . PROJECT ADDRESS: CITY OF TUKWILA INTERGATE EAST BLDG 2 3311 S. 120TH PLACE TUKWILA, WA 98168 2. APPLICABLE CODES Sc ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: V -B FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: '51' PAPER / EVIDENCE STORAGE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 5,825 SQFT TOTAL APPROXIMATE SUITE AREA: 5,825 SQFT TOTAL APPROXIMATE FLOOR AREA: - SQFT OCCUPANT LOAD FACTOR: 500 NUMBER OF TOTAL PROPOSED OCCUPANTS: 12 OCCUPANTS NUMBER OF EXITS REQUIRED: 1, 6' PROVIDED 3 MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 100' 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, FINISHES. DEFINITIONS AND DIMENSIONS 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. KEY PLAN /FLOOR PLATE EXISTING 2 HOUR SEPARATION FOR OCCUPANCY COUNT SEE A.2A.1 AREA OF BUILDING SECTION: 26,860 SF. IBC ALLOWANCE IS 33, 423 USE WITH SPRINKLER AND SETBACK BONUS - 2003 15 c • • \ DRAWING ISSUED ARCHITECTURAL / INTERIORS A.2A.1 CONSTRUCTION /POWER PLAN 0 PROJECT TEAM TENANT: CITY OF TUKWILA ARCHITECT /DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: KIP KOLODZIEJSKI BUILDING MANAGER: SABEY CORPORATION 12201 TUKWILA INT. BLVD. FOURTH FLOOR TUKWILA, WA 98101 Tel: 206 -281 -8700 ATTN: KARA ANDERSON DRAWING INDEX EGRESS PLAN: NTS GENERAL CONTRACTOR: SABEY CORPORATION 12201 TUKWILA INT. BLVD. FOURTH FLOOR TUKWILA, WA 98101 500 TEL: 206 -281 -8700 GENERAL 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 AND SHELVING PERMITS UNDER SEPARATE SUBMITTALS. l� EVICICAIG Nt di n AS ShaII h m r1A �hg x�!o►pe of work witho: approval of Tukwila iDivision. NOTE: Revisions will a new plan submittal and may include addit;c; ::.I plan review fees. J EXISTING 2 HOUR SEPARATION = NUMBER OF OCCUPANTS AREA OF WORK - - COMMON PATH OF EGRESS TRAVEL Dog -079 82' -0" CHANGE OF USE FROM F -1 TO S -1 EXI ePe r ci c 1 - RECEIVED IIAY 15 2009 PERMIT GENTER REVIEWED FOR CODE COMPLIANCE APPROVEIU MAY 27 2009 ity of Tukwila Ri 1 ► ING DIVISION I EXIT 0' -0" Tenant: CITY OF TUKWILA INTERGATE EAST BLDG 2 3311 S. 120TH PLACE TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT. BLVD FOURTH FLOOR SEATTLE, WA 98186 burgess design I interiors ® architecture 1326 Fifth Avenue Suite 500 . Scittic . WA 98101 TEL: 206.587.7120 FAx:206. 587.7122 All reproduction Sc intellectual property rights reserved c 2009 Approved by: FILE COPY Permit No. Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Reid Copy and E.l l .'- his acknowledged: Professional seal No. Issue Description Drawn by: Project MK City Of 11ikwila BUILDING DIVISION 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. PERMIT SET REVISION SET No: 09- SB06 -00 7196 REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON Reviewed by: KK Date 05/12/09 05/15/09 COVER SHEET / PROJECT IN FORIVIATION Original drawing is 24" x 36' Scale entities accordingly if reduced G.0.0 Date: 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 CONSTRUCTION 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 ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WfTH THE BUILDING MANAGEMENT. 4. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDITIONS 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, S I ROBES, 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 APPUANCES. 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. DEMOUTION 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 LEVER 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 "UKE -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 AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE VINYL, 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 ACCESSIBIUTY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBUES. 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. 08810 - GLASS 1. ALL GLASS AT SIDEUGHTS 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) REI TE SFIAI I 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 AUGNED 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 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 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. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING 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 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 UGHTING 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 CEIUNGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEIUNG WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEIUNG CONDITIONS IF NECESSARY. 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, 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 MANUFACTURER'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. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1 /4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. 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 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 SY51 EM 3 -B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 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 X� - 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 SIDEUGHTS TO RECEIVE 1" MINI -BUNDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV - MECHANICAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. . 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, 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 UNE. 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 PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 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, unN_ 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. 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 OWNER SUPPLIED 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. 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 GUIDEUNES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPUCABLE 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 PERMIIIED. 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, SYST 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. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING 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. 5. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING- HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF UGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY UGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9. 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. 10. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 11. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. Dog - RECEIVED MAY 15 2009 PERMIT GENT& Tenant: CITY OF TUKWILA INTERGATE EAST BLDG 2 3311 S. 120TH PLACE TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT. BLVD FOURTH FLOOR SEATTLE, WA 98186 burgess design I interiors p architecture 1326 Fifth Avcnuc Suite 500. 5cattic . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 7 2009 City of Tukwila BUILDING DIVISION I Professional seal No. Issue Description PERMIT SET REVISION SET 7196 Drawn by: MK Reviewed by: KK Project No: 09 - SB06 - REGISTERED ARCHITECT KIP G. KOLOOZJEJSK1 STATE OF WASHINGTON PROJECT NOTES Dote 05/12/09 05/15/09 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 Ei: SITE PLAN 1 /32" = 1'- 0" AREA OF WORK PARCEL NUMBER: 1023 049069 LEGAL DESCRIPTION: PORTION OF GOV LOT 15 IN SW '1/4 OF SECTION 10 -23 -04 BEGIN NW CORNER OF SW 1/4 TH S 01 -46 -02 W 107.22 FT TH S 87 -33 -12 E 512.24 FT TO POINT OF BEGINNING TH S 87 -33 -12 E 214.16 FT TH N 78 -40 -52 E 415.05 FT TO WLY MARGIN OF E MARGINAL WAY TH S 16 -31 -41 E 241.92 FT TH S 28 -02 -57 E 104.42 FT TH S 17 -01 -47 E 100.50 FT TH S 11 -19 -15 E 13.28 FT TH N 58 -13 -58 W 473.87 FT TH S 01 -46 -02 W 37 FT TH N 88 -13 -58 W 307.80 FT TH N 01 -46 -02 E 373.93 FT TO POINT OF BEGINNING — LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000 -042 RECORDING NO 20000828900001 BUILDING AREA: BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 AREA: 48. 20388 ACRES LEGAL DESCRIPTION / PARCEL NO. PROJECT SITE NOTES 7fNING: AAMO /H AA IFAC:TI IRINC: INfl ICTRIAI (ENTER/ HFAW 98,564 S.F. 107,489 S.F. 201,360 S.F. 115,010 S.F. 217,355 S.F. 5,352 S.F. TOTAL AREA: 745,130 S.F. SEISMIC ZONE: 3 PARKING REQUIRED: OFFICE: 33,226 S.F. MANUFACTURING: 551,142 S.F. WAREHOUSE: 154,179 S.F. TOTAL REQUIRED: X 2.5 /1,000 X 1 /1000 x 1 /2000 Do$ 88 STALLS 561 STALLS 77 STALLS 726 STALLS 079 RECEIVFr MAY X15 2009 PERMIT CEIVI i Tenant: CITY OF TUKWILA INTERGATE EAST BLDG 2 3311 S. 120TH PLACE TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT. BLVD FOURTH FLOOR SEATTLE, WA 98186 burgess design 1326 Fifth Avcnuc Suite 500. 5cittic . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 7 2009 City of Tukwila BULD.I` C DIV!SlnM I FT61"6 71871al seal" No. Issue Description PERMIT SET REVISION SET Drawn by: MK Reviewed by: KK Project No: 09 — SB06 - SITE PLAN interiors Q architecture 7196 REGISTERED ARCHITECT KIP G. KOLODZ; - J6X? $TAT E OF WASHINGTON Date 05/12/09 05/15/09 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 SYMBOL LEGEND F.E.C. EXISTING CONSTRUCTION TO REMAIN NEW CHAIN LINK FENCE NEW OR EXISTING FIRE EXTINGUISHER, RELOCATE AS SHOWN GENERAL CONSTRUCTION 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. 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. WALL MOUNTED DEVICES SYMBOL In© DESCRIPTION EXISTING TO REMAIN NEW DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) GENERAL POWER NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB — CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL .OUTLETS SHOWN ARE APPROXIMATE. DUE. TO HIDDEN CONDITIONS ADDITIONAL P /P /D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE /DATA REQUIREMENTS WITH TENANT. 5. UNLESS DIRECTED OTHERWISE, ALL VOICE /DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE /DATA SERVICE INCLUDING WORK FROM BUILDING /FLOOR D —MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTAI I FD BY TENANT. 6. SURFACE MOUNTED ELECTRICAL IF PARTITION ASSEMBLY IS RATED 2HR OR GREATER. 7. VERIFY OTHER SURFACE MOUNT POSSIBILITIES WITH BUILDING MANAGEMENT. KEYED SHEET NOTES CHAIN LINK FENCE TO 10' -0" A.F.F., CONSTRUCTION BY TENANT. VERIFY ALL REQUIREMENTS. 5' —O" GATE PROVIDED BY TENANT. EXISTING RATED CORRIDOR. ALIGN WITH EXISTING PARTITION. SHELVING UNITS SHOWN FOR EXITING PATH OF TRAVEL ONLY. TENANT TO SUBMIT PERMIT FOR SHELVING UNDER SEPERATE PERMIT. j sl..o \ft'�c. 1 1 +` Sto a T7 o v A- 6 4J t x--} -7 09 0 1 14 - t-z_ 7' c,w c P L p a c ,O 1 wort-P C' S e — (/J wr✓i- ICJ O &6 1( t` t(. (� ' )rJ�ee .Av 6 rf o Lr(S 0€, RECEIVEP MAY :1 5 2009 PERMIT GENIE CONSTRUCTION /POWER PLAN 16' 24' tkou 1/8" = 1'— 0" Tenant: CITY OF TUKWILA INTERGATE EAST BLDG 2 3311 S. 120TH PLACE TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT. BLVD FOURTH FLOOR SEATTLE, WA 98186 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.587.7120 FAX:205. 587.7122 All reproduction & intellectual property rights reserved c 2009 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 7 2009 City of Tukwila BUILDING DIVISION Professional seal No. Issue Description REGISTERED ARCHITECT 000( KIP ,. KOLODZIEJSK1 STATE OF WASHINGTON PERMIT SET 1 \ REVISION SET Drawn by: MK Project No: 09 SB06 -00 7196 Reviewed by: KK 05/12/09 05/15/09 CONSTRUCTION PLAN Date Original drawing is 24" x 36 ". Scale entities accordingly If reduced A.2A.1 LIGHTING SUMMARY LTG -SUM 2006 Project Info Project Address: CITY OF TUKWILA Date 05/12/09 3311 S. 120TH PLACE For Building Department Use . TUKWILA, WA 98168 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 5111 AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description 0 New Building 0 Addition ® Mention Compliance Option 0 Proscriptive 0 Lighting Power Allowance 0 Systems Analysis ($ Qualification Checklist (over). Indicate Prescriptive do LPA spaces teary on plans,) Alteration Exceptions (check appropriate box) 0 No changes are being made to the lighting 0 Less than 80% of the fixtures are new and installed lighting wattage is not being increased MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) Location (floor /room no.) Occupancy Description Allowed Watts per S.F.* Area in S.F. Mowed X Area — S1 WAREHOUSE .5 2,914 2,914 - - .8 - - a From Table 15-1 (over) — document al exceptions taken from footnotes Total Mowed Watts 2,914 PROPOSED LIGHTING WATTAGE (INTERIOR) Nay not exceed Total Mowed Watts for interior) Location (floor/room no.) Fixture Descri ption Number of Fixtures Watts/ Fixture Watts Proposed - 2X4 PARABOLIC FLUORESCENT LIGHT FIXTURE 45 64 2,880 Total Proposed Watts may not exceed Total Allowed Watts for interior Total Proposed Watts 2,880 CEILING LEGEND LIGHTING SYMBOL SYMBOL a. DESCRIPTION /SPEC NEW 2' X 4' PARABOLIC LENS FLUORESCENT FIXTURE. 2006 Energy Code Compliance Form >1 0 EXISTING SPRINKLER FOR REFERENCE ONLY, NOT FOR DESIGN INTENT. EXISTING HVAC FOR REFERENCE ONLY, NOT FOR DESIGN INTENT. EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OmCIAL. NEW OR RELOCATED EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. CEILING LEGEND - CONTROLS DESCRIPTION NEW SWfTCH LOCATION. DESIGNATES SWITCHING CIRCUIT. GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF UGI-ff FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. UGHT 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 WffH A SINGLE COVERPLATE. 5. PROVIDE ALL NEW ACT CEILING PER C & M /A.9.1. 6. ALTER FIRE SPRINKLERS AS NEEDED. 7. RESWITCH SPACE AS NECESSARY. 8. PROVIDE ALL NEW EMERGENCY PATHWAY LIGHTING. KEYED SHEET NOTES 1O ACT SEISMIC JOINT. AREA OF ACT GRID BETWEEN SEISMIC JOINTS TO BE NO LARGER THAN 2,500 SF. SEE A /A.9.1 O PROVIDE ACT FINISH AT VERTICALLY PORTION OF THE TWO DIFFERENT CEILING LEVELS. THIS PORTION WILL ACT AS EXPANSION JOINT. LIGHTING SUMMARY bOO7 q RECEIVFr MAY 1 5 2009 PERMIT CEI\ s. REFLECTED CEILING PLAN :r P al G.: Bzfil 16' 24' A 1 /8" = 1 0" • rf' S NEW S ORAGE RM 102 KEW S - ORAGE RM 1 1011 A 10 -0 ACT 10 -t ACT 0 0 1 Tenant: CITY OF TUKWILA INTERGATE EAST BLDG 2 3311 S. 120TH PLACE TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT. BLVD FOURTH FLOOR SEATTLE, WA 98186 burgess design I i nteriors 0 architecture 1326 Fifth Avcnuc Sultc 500 , Scattic . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 REVIEWED FOR CO COMPLIANCE CODE MAY 2 7 2009 City of Tukwila BUILDING DIVISION Professional seal No. Issue Description Drawn by: MK PERMIT SET 1 \ REVISION SET 7196 Project No: 09- SB06 -00 REGISTERED ARCHITECT KIP G. KOLODZIEJSK.I STATE OF WASHINGTON Reviewed by: KK REFLECTED CEILING PLAN Date 05/12/09 05/15/09 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2B.1 Q_k), CEILING EXPANSION JOINT MAYBE SUBSTITUTED WITH APPROVAL VERTICAL HANGER WIRE AS SPECIFIED GAP SPANNED W/ GORDON INTERIOR SPECIALTIES MANUFACTURED, GX -200 W/ CLEAR ANODIZED ALUM. FINISH CEILING TILE AS SPECIFIED NTS NTS DEVICES SHOWN STACKED IN PLAN (►= ARE TO AIJGN VERT. - l � AS SHOWN BELOW i " thm Qr'' 161 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH FINISHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET G - GENERAL DEVICE ALIGNMENT NTS NTS NTS 12 GA. BRACING WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1621 MINIMUM STANDARD: SECTION 9.6 ASCE 7. SEE NOTES ON M /A.9.1. C; `G ACT SEISMIC BRACING DIAGRAM 12 EXPANSION PER A /A.9.1 SEISMIC COMPRESSION STRUT 2 GA. VERTICAL HANGER WIRE AT 4' -0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE A NTS 3 " =1 1:11 11111 .: ► iL: ►: . u . ►i GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: 2006 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7 -05) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTTONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER IBC 1621.1.2 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7 -02 ITEM 9.6.2.6.2.2a. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. PER CISCA ZONES 3 -4 THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, UGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7 -05 ITEM 9.6.2.6.1. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' 0.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASCE 7 -05 SECTION 9.6.2.6.2.2. ITEM -f. LATERAL FORCE BRACING LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACINGS IS REQUIRED FOR CEILINGS OVER 1,000 S.F. AND NOT REQUIRED FOR CEILINGS UNDER 1,000 S.F. IF THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. PER ASCE 7 -05 SECTION 9.6.2.6.2.2 ITEM c. LATERAL FORCE BRACING SHALL BE 12' 0.C. MAX. AND BEGIN WITHIN 6' FROM WALLS. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES SHALL BE 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. PER CISCA 3 -4. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASCE SECTION 9.6.2.6.2.2. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER CISCA 3 -4. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASCE 7 -05 SECTION 9.6.2.4.2.2 REM b. MOULDING DIMENSIONS MUST BE CONSISTENT AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANANGEMENT AND CITY APPROVAL. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED . METHOD). PER CISCA SEISMIC ZONES 3 -4. THERE SHALL BE A MIN. 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN— ATTACHED WALLS. PER ASCE 7 -05 SECTION 9.6.2.6.2.2 ITEM b. SPREADER BARS SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. PER CISCA SEISMIC ZONES 3 -4. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. COUNTER SLOPING WIRES TO BE A PAIR OF 'HIRES SLOPING AWAY FROM GRID MEMBER IN OPPOSITE DIRECTIONS AT A MIN. 45' ANGLE FROM PLANE OF CEILING. PER ASTM C 636 SECTION 2.1.4 HANGER WIRES SHALL BE 12 GAGE AND SPACED 4" 0.C. OR 10 GAGE SPACE 5' 0.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3 -4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. PER CISCA ZONES 3 -4 POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. PER ASCE 7 -05 SECTION 9.6.1.6.5. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED, WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER CISCA ZONES 3 -4. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FORM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. UGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER CISCA SEISMIC ZONES 3 -4. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTMON THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7 -05 ITEM 9.6.2.6.2.2D. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL. INSPECTION REQUIREMENTS. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASCE 7 -05 9.6.2.6.23.2 ITEM E. M ACT NOTES RECO/ r MAY :15 2009 PERMIT CEIUTE NTS Tenant: CITY OF TUKWILA INTERGATE EAST BLDG 2 3311 S. 120TH PLACE TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT. BLVD FOURTH FLOOR SEATTLE, WA 98186 burgess design 1326 fifth Avcnuc Suite 500. Seattle . WA 98101 Ia; 206.587.7120 FAX:205. 587.7122 All reproduction & intellectual property rights reserved c 2009 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 7 2009 City of Tukwila BUILDING DIVISION 1 Professional seal No. Issue Description PERMIT SET Drawn by: MK REVISION SET Project No: 09— SB06 -00 DETAILS interiors Q architecture 7196 REGISTEREE ARCHITECT KIP G. KOLODEIEJSKI STATE OF WASHINGTON Reviewed by: KK tOO7 Date 05/12/09 05/15/09 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1