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Permit D11-205 - MET LIFE HOME LOANS - WALLS, DOORS AND FINISHES
MET LIFE HOME LOANS 16300 CHRISTENSEN RD SUITE 203 Dl 1 -205 City 4fukwila • 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.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: Project Name: MET LIFE HOME LOANS DEVELOPMENT PERMIT Permit Number: D11 -205 Issue Date: 07/20/2011 Permit Expires On: 01/16/2012 Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Contact Person: Name: SHANNON GREEN Address: 16040 CHRISTENSEN RD, STE 100 , TUICWILA WA 98188 Contractor: Name: GATEWAY CONSTRUCTION SRVCS INC. Address: 5602 2ND AVE S , SEATTLE WA 98108 Contractor License No: GATEWCS992C3 Phone: 206 373 -7137 Phone: (206)621 -9111 Expiration Date: 03/04/2012 DESCRIPTION OF WORK: NON - STRUCTURAL INTERIOR TENANT IMPOVEMENT WITH NEW WALLS, DOORS, AND FINISHES. Value of Construction: $30,000.00 Fees Collected: $1,092.10 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -205 Printed: 07 -20 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of world I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. N ri Date: 07/07 t''/// Signature: Print Name: a)my/A vva iiv Date: / 6 1 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. doc: IBC -7/10 D11 -205 Printed: 07 -20 -2011 7: Remove all demolition rubble and looseellaneous material from lot or parcel of gro " properly cap the sanitary sewer connections, and properly fill or oth a protect all basements, cellars, septic t lls, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 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: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross 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 sprinlder 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 sprinlder systems shall have fire department review and doc: IBC -7/10 DI 1 -205 Printed: 07 -20 -2011 approval of drawings prior to installation or ification. New sprinkler systems and all mo tions to sprinkler systems involving more than 50 heads shall mpg the written approval of Factory Mutual or a e 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. 2050). 26: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 27: 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. 28: 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) 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7110 D11-205 Printed: 07 -20 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) PVL0'5 • 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: 16300 Christensen Road Tenant Name: Met Life Home Loans King Co Assessor's Tax No.: 2523049078 Suite Number: 203 Floor: 2 New Tenant: m Yes ❑ ..No Property Owners Name: BRCP Riverview Plaza LLC Mailing Address: 16040 Christensen Road, Suite 100 Tukwila, WA City State 98188 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Shannon Green Mailing Address: 16040 Christensen Road, Suite 100 E -Mail Address: shannong @unicoprop.com Day Telephone: (206) 373 -7137 Tukwila, wa City State Fax Number: (206) 373 -7135 98188 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Gateway Construction Mailing Address: 5602 2nd Ave S Contact Person: Bill Foster E -Mail Address: bill @gateway - ti.com Contractor Registration Number: GATEWCS992C3 Seattle, WA City State Zip Day Telephone: (206) 621 -9111 Fax Number: (206) 621 -9113 98108 Expiration Date: 03/04/2012 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Burgess Design Mailing Address: 1326 5th Ave, Suite 500 Contact Person: Kip Kolodziejski Seattle, WA 98101 E -Mail Address: kipk @burgessdesign.net City State Day Telephone: (206) 587 -7120 Fax Number: (206) 587 -7122 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: N/A Mailing Address: Contact Person: E -Mail Address: II \Apphcanons \Forms-Applications On Line 2010 Apphcations\7 -2010 - Permit Application dnc Revised 7 -2010 bh City State Zip Day Telephone: Fax Number: Page 1 of 6 1 BUILDING PERMIT INFORMATIO — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 30,000.00 Existing Building Valuation: $ 11,841,500.00 Scope of Work (please provide detailed information): Non Structural interior tenant improvement, new walls, doors, finish] Will there be new rack storage? ❑ Yes VI.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 1,1A 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: ❑ 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 14 A ❑ On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County Health Department. II.\ Apphcabons \Forms - Applications On I-ineu2010 Applications \7 - 2010- Permit Apphcaoon,doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 25,900 0 0 0 VB B 2 "d Floor 27,309 1,994 0 0 VB B 3`d Floor- 28,827 0 0 0 VB B Floors they 0 0 0 0 0 0 Basement 0 0 0 0 0 0 Accessory Structure* 0 0 0 0 0 Attached Garage 0 0 0 0 0 0 Detached Garage 0 0 0 0 Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: 1,1A 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: ❑ 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 14 A ❑ On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County Health Department. II.\ Apphcabons \Forms - Applications On I-ineu2010 Applications \7 - 2010- Permit Apphcaoon,doc Revised: 7 -2010 bh Page 2 of 6 Staff Initials: 1 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). 1 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. BUILD! Signature: HORIZED AGENT: °�� Date: i I Print Name: MenKee 4444 Motoe,.1AAAA Day Telephone: 2420 ' �G" 8.9. • 1O`� W Mailing Address: 1 is 5 X14 ji , c7�-� CO VV r t ten- - City State Zip Date Application Accepted: IT 0 IN I 1 Date Application Expires: DIl01lI2 H :4 \pplicatmns\Eorms- Applications On Line \2010 Applications \7 -2010 - Permit Application doc Revised: 7 -2010 bh Page 6 o1.6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2523049078 Permit Number: D11-205 Address: 16300 CHRISTENSEN RD TUKW Status: APPROVED Suite No: Applied Date: 07/01/2011 Applicant: MET LIFE HOME LOANS Issue Date: Receipt No.: R11 -01522 Initials: User ID: Payee: LAW 1632 Payment Amount: $663.65 Payment Date: 07/20/2011 02:53 PM Balance: $0.00 SHANNON GREEN METLIFE TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 071519 ACCOUNT ITEM LIST: Description 663.65 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 659.15 640.237.114 4.50 Total: $663.65 doc: Receiot -06 Printed: 07 -20 -2011 • 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.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: Applicant: MET LIFE HOME LOANS RECEIPT Permit Number: D11 -205 Status: PENDING Applied Date: 07/01/2011 Issue Date: Receipt No.: R11 -01361 Initials: JEM User ID: 1165 Payment Amount: $428.45 Payment Date: 07/01/2011 08:46 AM Balance: $663.65 Payee: BURGESS DESIGN, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 010728 428.45 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 428.45 Total: $428.45 doc: Receiot -06 Printed: 07 -01 -2011 INSPECTION NO. INSPECTION RECORD Retain a copy with permit vt ,A / / —el05 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: _ ME T 1.--7-F".. Home L.o9AP; Type of Inspection: 1"-- / AM L Address: / &3c • (71/AiSri•inJ R.0 Date Called: Special Instructions: Date Wanted: �_,2 / / 6„ p Requester: Phone No: tvl 06-2a6- 3C z6 MApproved per applicable codes. El Corrections required prior to approval. COMMENTS: ins; -t �_ Inspector: REINSPECTION FEE t 6300 Southcenter Blv Date: p ‘— :QUIRED. Prybr to inspection, fee must be ., Suite 100. Call to schedule reinspection. Recekpx No.: Date: 1 INSPECTION RECORD • Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1c." 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 , • - . - -x. - ,.• Project: I M F X cID1E, L 1J Type of Inspection:, A A.A •/1‘ Address C.B. r•"sr'Z'�� t Special Instructions: 5'3-4- A AA Date Wanted -7 _ Z-�_ q/ a.m:. Requester: Phone No' Approved per applicable codes. Corrections required prior to approval. / n • ecto COMMENTS: 'Date: "444 n .A ,lava NSPECTION FEE RE UIRED. Prior to next inspection. fee must be id at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. 7- 7 INSPECTION NUMBER S INSPECTION RECORD Retain a cpy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188. 206- 575 =4407 Project: pl c..A' 4 4'.e %-1-064.-c. % Type of Inspection • ;"": r e.. - ' N *C. f 5 ( .1 ►vr Address: /6.v D Suite #: a.a 3 c 2,,r , SLer -►SLR► l Contact Person: Permits: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: SP ;%0AL - olc- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector 5 a--- Date: ' f / ( Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 ""r''4". • . • •'a • ei Joanna Spencer From: Todd Reedy Sent: Wednesday, July 06, 2011 1:15 PM To: Joanna Spencer Subject: RE: Met Life Home loans 11 @ 16300 Christensen Rd, D11 -205 Hi Joanna, The information we have for 16300 Christensen: - Fireline OK. - Irrigation OK. -AMR OK. -There is a 3" RPPA for domestic service that is current on testing, however it is inside the building in utility room. In this case it won't make much difference to move it outside behind the meter because it still won't be in the ROW. The domestic meter is next to the building on a private service line. Not sure what you'll want to do. - There are three private hydrants around the building that do not have Storz adapters. One is next to the entrance, one by the northeast corner and one by the southeast corner. Let me know if you have any questions, Todd From: Joanna Spencer Sent: Wednesday, July 06, 2011 10:10 AM To: Todd Reedy Cc: Han Kirkland; Joanna Spencer Subject: Met Life Home loans 11 @ 16300 Christensen Rd, D11 -205 Good Morning, Are they current on their backflows ?? Thanks, Joanna 1 PERMANENT FILE COPY %RM1T CARD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -205 PROJECT NAME: MET LIFE HOME LOANS 'SI =TE ADDRESS: DATE: 07/01/11 16300 CHRISTENSEN RD,STE 203 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: 4uiiding 'Di is Public Works Fire Prevention Structural o1.0r11 Planning uivision I�I Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete j1 Comments: Incomplete DUE DATE: 07/05/11 Not Applicable 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 Ilk REVIEWER'S INITIALS: Structural Review Required No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/02/11 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Pster Friendly Page General /Specialty Contractor A business registered as a construction contractor with L81 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name GATEWAY CONSTRUCTION SRVCS INC UBI No. 602086011 Phone 2066219111 Status Active Address 5602 2Nd Ave. 5. License No. GATEWCS992C3 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 2/26/2001 State WA Expiration Date 3/4/2012 Zip 98108 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NIELSC'02708 NIELSEN CONSTRUCTION Construction Contractor General Unused 9/28/1998 9/15/2000 Archived Business Owner Information Name Role Effective Date Expiration Date SACCO, RONALD President 02/26/2001 Bond Amount NIELSEN, CRISTIAN Vice President 02/26/2001 105165492 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 TRAVELERS CAS 8 SURETY CO 105165492 08/19/2008 Until Cancelled $12,000.0008/21 /2008 2 RLI INSURANCE CO SRS1008614 02/26/2002 08/19/2008 $12,000.0003/04 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 11 CHARTER OAK FIRE INS CO DTC0527D0333C0F10 08/01/2010 08/01 /2011 $1,000,000.0007 /28/2010 10 CHARTER OAK FIRE INS CO DTC0527D0333C0F09 08/01/2009 08/01/2010 $1,000,000.0007 /31/2009 9 CHARTER OAK FIRE INS TC05451M120C0F08 08/01/2008 08/01/2009 $1,000,000.0008 /01/2008 8 CONTINENTAL WESTERN INS CWP2699920 08/01/2008 08/01/2009 $1,000,000.0007 /24/2008 7 LIBERTY NORTHWEST INS C03162727 08/01/2006 08/01/2008 $1,000,000.0008 /01/2008 6 NORTH PACIFIC INS CO CO2162727 02/26/2006 02/26/2007 $1,000,000.00 01/04/2006 5 NORTH PACIFIC INS CO C01162727 02/26/2005 02/26/2006 $1,000,000.0002 /18/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 07/20/2011 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 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. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE MTL - METAL AV - AUDIO VISUAL N/A - NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT - BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER CL - CENTER LINE OFF - OFFICE CLG - CEILING OPNG - OPENING CLR - CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC - CONCRETE PART - PARTITION CONF - CONFERENCE PERF - PERFORATED DEMO - DEMOLITION PERIM - PERIMETER DEPT - DEPARTMENT PERP - PERPENDICULAR DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION DTL - DETAIL (R) - RELOCATED DW - DISHWASHER RA - RETURN AIR DWG - DRAWING RCP - REFLECTED CEILING PLAN REC - RECESSED EA - EACH REF - REFERENCE EL - ELEVATOR ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE EQ - EQUAL REV - REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM EXT - EXTERIOR RO - ROUGH OPENING FA - FIRE ALARM RTD - RATED FD - FLOOR DRAIN SCHED - SCHEDULE FE - FIRE EXTINGUISHER SF - SQUARE FEET /FOOT FEC - FIRE EXTINGUISHER CABINET SHT - SHEET FFE - FINISH FLOOR ELEVATION SIM - SIMILAR FIN - FINISH SPEC - SPECIFICATION T SPKLR - SPRINKLER FLUOR - FLUORESCENT FLR - FLOOR SPKR - SPEAKER FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING STRUC - STRUCTURAL GA - GAUGE SYMM - SYMMETRICAL GC - GENERAL CONTRACTOR TBD - TO BE DETERMINED GWB - GYPSUM WALLBOARD TEL - TELEPHONE OR TELECOM TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR - TYPICAL TYP INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION VCT - VINYL COMPOSITION TILE LAV - LAVATORY LF - LINEAR FOOT VIF - VERIFY IN FIELD MATL - MATERIAL w/ - WITH MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD W/0 - WITHOUT 1. PROJECT ADDRESS: MET LIFE HOME LOANS RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 203 TUKWILA, WA 98188 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES SEATTLE BUILDING CODE B REGULATIONS & ORDINANCES NITA C ACCESSIBILITY ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 SEATTLE BUILDING CODE 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VB FIRE RESISTIVE SYSTEM: SPRINKLERED NON NFPA -13 OCCUPANCY TYPE: 'B' 'B OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 1,994 SQUARE FEET TOTAL APPROXIMATE FLOOR AREA: 22,219 SQUARE FEET OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: 19 NUMBER OF EXITS REQUIRED: 1 REQUIRED, 1 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 100' LESS THAN 30 OCCUPANTS 1014.3X2 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, FINISHES. TENANT: GENERAL CONTRACTOR: MET LIFE HOME LOANS GATEWAY CONSTRUCTION RIVERVIEW PLAZA 5602 2ND AVENUE SOUTH 16300 CHRISTENSEN ROAD, SUITE 203 SEATTLE WA 98108 TUKWILA, WA 98188 TEL: 206.621.9111 FAX: 206.621.9113 ARCHITECT /DESIGNER: ATTN: BILL FOSTER BURGESS DESIGN, INC. CONTRACTOR LIC. #: GATEWCS992C3 1326 - 5TH AVENUE, SUITE 500 SEATTLE, WASHINGTON 98101 PLUMBING ENGINEER: TEL: 206.587.7120 TBD - BIDDER DESIGN BUILD BY G.C. FAX: 206.587.7122 ATTN: MEREDITH MCPOLAND MECHANICAL ENGINEER: TBD - BIDDER DESIGN BUILD BY G.C. BUILDING MANAGER: UNICO PROPERTIES ELECTRICAL ENGINEER: 16040 CHRISTENSEN RD, STE 100 TBD - BIDDER DESIGN BUILD BY G.C. SEATTLE, WA 98188 TEL: 206.373.7137 FIRE /LIFE SAFETY ENGINEER: FAX: 206.373.7135 TBD - BIDDER DESIGN BUILD BY G.C. ATTN: SHANNON GREEN PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. LEGAL DESCRIPTION / PARCEL NO. PARCEL NUMBER: 2523049078 . LEGAL DESCRIPTION: POR GL 1 OF SEC 25 -23 -04 DAF - BEG SW COR PARCEL 4 OF CITY OF TUKWILA SHORT PLAT NO 78 -16 -SS RECORDING NO 7906050098 TH N 00 -14 -00 W 210 FT TAP OF CURVE TH NLY 104.72 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 40 FT RADIUS PT BEARING N 00 -14 -00 W THRU C/A 150 -00 -00 TAP OF REV CURVE TH NLY 41.89 FT ALG ARC OF TANGENT CURVE TO RGT RAD 40 FT THRU C/A 60 -00 -00 TAP OF TANGENCY TH N 00 -14 -00 W 121.31 FT TH N 89 -46 -00 E 115.50 FT TH N 00 -14 -00 W 8.50 FT TH N 89 -46 -00 E 98.50 FT TH N 00 -14 -00 W 8.50 FT TH N 89 -46 -00 E 24.61 FT TH S 60 -14 -00 E 17.19 FT TH N 29 -46 -00 E 49.36 FT TAP OF CURVE TH NLY 52.96 FT ALG ARC OF TANGENT CURVE TO LFT RAD 320 FT THRU C/A 09 -28 -59 TAP ON SD CURVE TH S 77 -75 -04 E 30.59 FT TH S 12 -34 -56 W 28 FT TH S 77 -25 -04 E 105.59 FT TH S 31 -16 -45 W 11.09 FT TH S 34 -31 -52 W 60.54 FT TH S 30 -51 -21 W 61.78 FT TH S 13 -16 -05 W 53.94 FT TH S 15 -57 -27 W 51.82 FT TH S 13 -48 -40 W 54.33 FT TH S 00 -38 -22 E 62.39 FT TH S 00 -18 -55 W 41.21 FT TH S 07 -39 -16 E 53.77 FT TH S 18 -27 -46 E 56.37 FT TH S 27 -57 -17 E 8.24 FT TH N 89 -47 -00 W 343.34 FT TO POB AKA REVISED LOT 3 OF CITY OF TUKWILA BDRY LN ADJ NO 81 -40 BLA RECORDING NO 8112160540 REVISING CITY OF TUKWILA BDRY LN ADJ NO 81 -1 BLA RECORDING NO 8102050389 STREET MAP DRAWING INDEX DRAWING ISSUED w I- Q o 0 o i MAPVuES7 c ' ttaom �- " °I 1 aoa fs a 1�C4h .mot r ntet_g7tva ® '' ", ••,.,. Il -- �� ft - -T"Ic C ra PI`V'y ` ;- _ . _ ,- 1 E'a"z Sack Dr Viso eve u �urhoAiter 3 rR eakFr elvd ,,, x " tf �� stI� � Trsck GI Irq. Tuxwfta 4' ?�.� Pond o,, x ®2010 MapQuest Portions *2010 NAYTEO •GENERAL X 5.0.0 COVER SHEET PROJECT INFORMATION X G.0.1 PROJECT NOTES X G.0.2 - SITE PLAN ARCHITECTURAL / INTERIORS X A.2A.1 DEMOLITION PLAN / CONSTRUCTION PLAN X A.2B.1 REFLECTED CEILING / POWER & DATA PLAN REVISIONS No changes shall be de to the scope of WO k without prior approval of Tuktvlta Building Division. �iT: Fevta ►o;ls will require a new plan submittal 1~i1� may in�iuds additional plan review fees. �R " SEI^'�,ry�T� PERMIT REQUIRED FOR: eiechanical arElectrical 1� tubing Gas Piptnp City of Tukwila BUILDING DIVISION, X A.2D.1 FINISH FLOOR PLAN X A.9.1 DOOR SCHEDULE / DETAILS / ELEVATIONS X A.9.2 DETAILS DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - NTS A. DEFINITIONS: MET LIFE SECOND FLOOR, SUITE 203 � ®�Y 16300 CHRISTENSEN ROAD F �dLE TUKWILA, WA 98188 Permit No.,. tl%. los review approval s subject to errors omissions. �� rEr -'y h�ry� '� ..a�$�; r t f> ���}� ;,f ,ters�'� �, ::): c sal of construction documents does not authorize << 7� ° 1 � �- t`f : „OiFtlan Q'`` any adopted ode or ordinance. Receipt_ ° `r. c; approved Field Copy and Fe e. ".e = is acknowledged: ° � Ihi 'LY 7 f� �� B I t`%u��,I ,..r► LL rr Y y a ? E J1 z A µ�a. %/ r ttt4 �i�r a� 1 r y�r } �?f shy h K4X 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. n n 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. r "CLEAR" 5. CLEAR INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: SYMBOLS ELEVATION REFERENCE SYMBOL INDICATES FINISHED yra s' F rr date 7 2 d� /� � ,� R • r k pp s f �' SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR I *".a etMr S+' �. '�'k i, t �r s Ft @ .r1t T N FL �t��L �. �c, t� 2 i.s a yr r r f ,l City Of ibkwila F � • � p Y f �� s \ ; N n ° fi >,, ►° , ir, �� � >�� BUILDING DIVISION ' ] h F ��3 v �� �_'� ��s� LONGEST COMMON3� • � r x 43� �) ` PATH OF EGRESS s`'r` _� rr AR F K �� "'�� ' ? rt��` ° ' TRAVEL 65 -2 � z t•�� ? }kk�i4 S• 3, 1 5 1 a S{ s y x n . t.= L A.06.XX R DETAIL IDENTIFICATION DRAWING TITLE 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 ". MATERIAL, 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. SHEET NO. D SECTION REFERENCE SYMBOL GRAPHICAL SCALE A TITLE O o • 1' DTL I FLOOR ELEVATION SYMBOLS _ _ E � � {,� A p d �r r, 4 ,P L t� 7f {� cy� ��� 1 nk. �' A f hfy � T ,�� i ? t d f P"�•. " � r., +w�yz r�'�r�i "� � � ,�-'" 'i 3�,� � � ' �V �st,� ,.. SHT 92' -0" +1' -0" NOMINAL FLOOR DETAIL REFERENCE SYMBOL DTL BUILDING �- f ELEVATION A V HEIGHT (BO E /BELOW) SPACE / ROOM ID. I I . . .. • 3, try �' '. .. r :. _.., _r �x r7.r Sh+�1<R �� ' ,,,:, u� • „r 1i t� p�y,✓.S, r..�' „. -, � � ..,.� =r z{ . �, r x f �> °Y r .° F 7r ..,•. ' #x� {,; �.. Rr., �z r. �,.; .. r. :... ♦� �V )(r atr y t;.r!`?EA, 1 �. _ /.` Y .fig ! �y4 "" �� l7. fE �g{ t REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 UI8 City of Tukwila BUILDING DIVISION �. 1't RECEIVED CITYOFTUKWILA JUL 1 0 2011 FERMI CENTER _ _ _ _ t��1� *rr�'r y" x rr U':F >�x , Z a ..,M t. „ja ,s few' �• �kJ ��x`,.. fia�`;;. ___ EWT �{- rc x., fi:�r �4 � � y� ` fi r�xv c f,Far $; / s;�x tiF n A '�' " .r. s lam' ✓ ;�" �. �•, >� `� � ,,�\\ SHT OFFICE �- SPACE NAME '� 1 en . roar ri� ` � .mom+. -rwe 1 i � rl�n7 ' IN- ¢,� }x +,, ''a °`s AND OR GRID LINE SYMBOL 1127 �- SPACE NUMBER /� ,�f �.t•''. � .w S.,�, COLUMN DIMENSION LINE: 20' - 0 " DOOR 0 SYMBOL o oo L - _ �= n �. i, xgi t•i�� .T :•4.Y . .( '. °� 3 x ���« t �� �;�:� zr� va }� 1 yY 5�- x A f� Y i 1 . rt . p a.p. y,.i •p.�i dr'.: T?t r;.�i 1'1'Iy a �,,.,�34'•Ff. li.3"rFY. q•' L.' if .`J y xy , y err rz, ttiy 4 ' a f I IP.�c. C7f /,+?I 'f '14 , :.F7'� r J 3 ;7.. j d %}1 >4,t`a f.n.;: 7. cx h '%'f � �.�a`47�iF . 2%F � � , .�f i O „1 `�- A\ dY qi""� f.Ftbs�)tt):I. i• .�, 1= i �'4a3 .( R'YH3A`d/ S}, a:� ter ) vl. �� r -�► flF :., ", ks I-rs ' # ,r:..* - f 485 ; tr =,t� - (-e P s , 2t ,�{�.� it -h+rnF •E n' .f. ! �g 'nr.s �� Sill r 3 ` 'a z ks 1 �c3'yrc C� ah } .;`' tt F`h'r -S U � 41 { i f i k t • }n. g.. y � � r�� f 4h f ;i. i � f i'� „ � �F6'r?x� ,� ' ; A't;',n1 �"J � %a':A -. M1M I.tt'!" t:`?; �' �sy� 7r k't y <' ` . - y'"'. p;� �. yfr^ P`H i !R -. -e, �. � � 'urn rI 1 '' t _.y at"l r{ � '~� • 1r r'5�; �r ' .` DOCUMENT SHEET SYMBOL 0 O 7a -4- KEYED SHEET NOTES L ANGLE AT G1 �- GLAZING SYMBOL Q CENTERLINE 1 0-- REVISION NUMBER -.0 2..0 5 N--- Tenant: MET LIFE HOME LOANS RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 203 TUKWILA, WA 98188 UNICO TM A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN RD, SUITE 100 TUKWILA, WA 98188 burgess design interiors ® architecture 1326 Fifth Avenue Suitt 500 . Se the . WA 98101 /EL• 205.587.7170 FAx:206. 587.7122 All reproduction & intellectual property rights reserved c 2011 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 7196 REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date PERMIT SET 07/01/11 Drawn by: RB Reviewed by: MM Project No: 1 1- 8206 -00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 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 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 1 - 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, 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 CEIUNGS 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 TREATMF.t�T_ 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 BAIT 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. 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 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 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 CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. MANAGEMENT. MATCH EXISTING CONDITIONS UON. CLEANED TO LIKE -NEW COORDINATE WITH BUILDING 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV - MECHANICAL. 15400 - PLUMBING I° 200,0 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 Sc 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. RECEIVED CITY OF TUKINILA JUL 01 2011 PERMIT CENTER 14. EXIT SIGNS SHALL HAVE UL #924. Tenant: MET LIFE HOME LOANS RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 203 TUKWILA, WA 98188 T!1 UNICOTM A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN RD, SUITE 100 TUKWILA, WA 98188 burgess design interiors ® architecture 1776 fifth Avenue Suite 500. $e the . WA 98101 TEL: 206.587.7170 FAx:20fi. 587 7122 All reproduction & intellectual property rights reserved c 2011 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City of Tukwila BUILDING DIVISION Professional seal 7196 REGISTERED ARCHITECT No. Issue Description Dote PERMIT SET 07/01/11 Drawn by: RB Reviewed by: MM Project No: 1 1- 8206 -00 PROJECT NOTES Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 SITE PLAN C IRISTF \SF \ R A LJ 0 10 25 50 _) uu a u 100 u 200 REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 19 2011 City of Tukwila BUILDING DIVISION CITYOFTUKIMLA JUL 012011 PERMIT CENTER Tenant: MET LIFE HOME LOANS RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 203 TUKWILA, WA 98188 !!! UNICO' A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN RD, SUITE 100 TUKWILA, WA 98188 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500. Se the . WA 98101 7El: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2011 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 No. Issue Description Date PERMIT SET 07/01/11 Drawn by: RB Reviewed by: MM Project No: 11-8206-00 SITE PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 C? DEMOLITION PLAN 0 8' 16' 24' (111 1/8" = 1'— 0" inG SYMBOL LEGEND >r11111■110 EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K /A.9.1 FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE u FRAMELESS SIDELITE F.E. NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS NEW OR EXISTING FIRE EXTINGUISHER GENERAL DEMOLITION 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. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE —USE, UON. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTmONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. KEYED DEMO SHEET NOTES DEMO DOOR, FRAME, AND HARDWARE — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. REMOVE EXISTING CASEWORK. REMOVE ALL EXISTING CEILING TILES THROUGHOUT SPACE. REFER TO A.2D.1 FOR NEW CEILING TILE SPEC. REMOVE ALL EXISTING LIGHT FIXTURES THROUGHOUT. VERIFY WITH TENANT REMOVAL OF EXISTING STANDARD /BRACKET SHELVING AT THIS LOCATION. OPEN OFFICE OPEN OFFICE EXISTING OFFICE CONSTRUCTION PLAN 0 8' 16' 24' I• 1/8" = 1'— 0" 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. 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 PROFROOFING THAT MATCHES THE FLOOR RATING. UON. KEYED CONSTRUCTION SHEET NOTES O1 EXISTING ELECTRICAL PANEL TO REMAIN AT THIS LOCATION. 0. PROVIDE AN ALTERNATE PRICE TO REMOVE ALL EXISTING BLANK COVERPLATES AND PATCH AND PAINT SURFACE. REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 19 2011 City of Tukwila BUILDING DIVISION CITY OF TUKWILA JUL 012011 PERMIT CENTER Tenant: MET LIFE HOME LOANS RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 203 TUKWILA, WA 98188 UNICOTm A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN RD, SUITE 100 TUKWILA, WA 98188 burgess design interiors 0 architecture WO Fifth Avenue Suite 500. Seattle . WA 98101 TEL. 206.1.87.7120 FAX.206. 587.7122 All reproduction & intellectual property rights reserved c 2011 Professional seol KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date PERMIT SET 07/01/11 Drown by: RB Reviewed by: MM Project No: 11-8206-00 DEMOLITION / CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 NEW OFFICE NEW OFFICE 204 EXISTING OFFICE NEW OFFICE — 11111111— S!# .....• ■■ ■ l_■_1/ iM 1lii\■© ' II■ � Y NM ti 1 , II =MI 1 1111 209 IM■ rAliM 1.11. mom ■II 11 NLW SERVER 211 REFLECTED CEILING PLAN 0 8' 16' 24' 3 1/8" LIGHTING SUMMARY CEILING LEGEND LIGHTING 2009 Energy Code Compliance Form LIGHTING SUMMARY LTG -SUM 2009 Project Info Project Address: MET LIFE HOME LOANS Date 07/01/11 16300 CHRISTENSEN ROAD, SUITE 201 For Building Department Use TUKWILA WA 98188 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description 0 New Building 0 Addition ® Alteration Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Cheddist (over). Indicate Prescriptive & IPA spaces clearly on plans.) Memnon Exceptions (check appropriate box) 0 No charges are being made to the righting 0 Less than 60% of the fixtures are new and metaled lighting wattage is not being Increased MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) Locution (fkxx /room no.) Occupancy Description Mowed Watts per S.F.** Area in S.F. Mowed X Area 2ND FLOOR B OFFICE .90 1,994 1,794 ** From Table 15 -1 (over) — document al exceptions token from footnotes Total Allowed Watts 1,794 PROPOSED LIGHTING WATTAGE (INTERIOR) (May not exceed Total Allowed Watts for Interior) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 2ND FLOOR 2X4 FLUORESCENT LIGHT FIXTURE 28 64 1,792 Total Proposed Watts may not exceed Totd Mowed Watts for Interior Total Proposed Watts 1,792 SYMBOL DESCRIPTION /SPEC N = NEW NEW B/S EMERGENCY FIXTURE PER IBC 1006. N N = NEW NEW 2' X 4' FLUORESCENT (2) TUBE DIRECT /INDIRECT FIXTURE. SPEC: LITHONIA AVANTO = NEW NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. CEILING LEGEND -- CONTROLS SYMBOL DESCRIPTION NEW SWITCH LOCATION. GENERAL RCP SHEET NOTES KEYED POWER & DMA SHEET NOTES 1O PROJECT HAS NEW BUILDING STANDARD CEILING TILE. SEE C /A.9.2 IF NEEDED. 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. REVIEWED FOR COppppROVEDNCE IJUL 1.9 2011 • City of Tukwila BUILDING DIVISION POWER &DATA PLAN 0 8' 16' 24' 1/8" _ 1'- 0" KEYED POWER & DATA SHEET NOTES WALL MOUNTED DEVICES O1 SERVER ROOM: COORDINATE POWER, COMMUNICATION, AND BTU OUTPUT WITH TENANT. 2O SERVER ROOM HAS UPS SYSTEM LESS THAN MINIMUM REQUIREMENTS FOR ADDED PROTECTIONS AS REQUIRED BY IFC TABLE 608.1 O REFER TO CONSTRUCTION PLAN FOR INFORMATION REGARDING EXISTING BLANK COVER PLATES. \7\\ SYMBOL DESCRIPTION EXISTING TO REMAIN DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) 1,® DEDICATED DUPLEX OUTLET 1,4 VOICE & DATA COMBINATION OUTLET PROVIDE JUNCTION BOX IN WALL FOR TENANT SUPPLIED FURNITURE WHIP. VERIFY BEST LOCATION. VERIFY POWER /DATA REQUIREMENTS FOR EA. WORKSTATION WITH TENANT AND FURNITURE SUPPLIER. FLOOR MOUNTED DEVICES @®01 FLUSH FLOOR MOUNTED COMBINATION VOICE & DATA OUTLET AND DUPLEX OUTLET — COORDINATE EXACT LOCATION WITH TENANTS FURNITURE VENDOR. MISC. NOTATION N DENOTES A NEW DEVICE GFI DENOTES A GROUND FAULT INTERRUPT CIRCUIT GENERAL ELECTRICAL NOTES 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 INSTALLED BY TENANT. EQUIPMENT LIST — VERIFY ALL REQUIREMENTS WITH TENANT U REFRIGERATOR (BY TENANT, G.C. TO PROVIDE COPPER WATER LINE AND HOOK UP ICE MAKER AS REQ'D) I ` I COFFEE MAKER (BY TENANT, G.C. TO PROVIDE COPPER WATER LINE) MICROWAVE (BY TENANT) SHELF SPACE IS 24 "X15" WITH AN 18" DEEP SHELF WATER HEATER / REUSE EXISTING 3 4 CITY oFEruK�nLn JUL 01 2011 PERMIT CENTER Tenant: MET LIFE HOME LOANS RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 203 TUKWILA, WA 98188 UNICO' A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN RD, SUITE 100 TUKWILA, WA 98188 burgess design ( interiors 0 architecture 1326 Fifth Avenue Suite 500. $e tt3e . WA 98101 If L• 206.587.7120 FAX,206. 581.7122 All reproduction & intellectual property rights reserved c 2011 Professional seal 7196 REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON . .,...--- No. Issue Description Date PERMIT SET 07/01/11 Drawn by: RB Reviewed by: MM. Project No: 1 1- 8206 -00 REFLECTED CEILING / POWER & DATA PLAN Original drawing is 24" x 36 ". Scale entities occordingly if reduced A.2B.1 A FINISH FLOOR PLAN C � 0 zna s 24' c- 1 /8„ = 1'- 0" FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE B -1 JOHNSONITE 4"h COVED RUBBER BASE. (CONTINUOUS ROLLED GOODS) COLOR: 80 FAWN CARPET CPT -1 PATCRAFT FIELD CARPET / RADICAL COLOR: 15308 MIND ERASER INSTALLED: STRETCHED OVER MANUF. SUGGESTED PAD VINYL COMPOSITION TILE VCT -1 ARMSTRONG 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: 51858 SANDRIFT WHITE TRANSITION STRIP: STAINLESS STEEL SCHLUTER STRIP PAINT P -1 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: MANCHESTER TAN HC -81 P -2 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: JAMESBORO GOLD HC -88 P -3 BENJAMIN MOORE WOOD DOOR /FRAME SEMI —GLOSS ENAMEL FINISH COLOR: MANCHESTER TAN HC -81 PLASTIC LAMINATE PL -1 NEVAMAR PLASTIC LAMINATE HORIZONTAL SURFACES /BACKSPLASH. LAMINATE COLOR: P0700IT PARIS WHITE / TEXTURED PL -2 NEVAMAR PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: AL500IT HERBAL ALLUSION INTERIOR MELAMINE COLOR: WHITE ACOUSTICAL CEILING ACT ARMSTRONG GRID: EXISTING TO REMAIN TILE: DUNE / 2ND LOOK (CONFIRM WITH BUILDING MANAGEMENT) GENERAL FINISH NOTES 1. PROVIDE B -1 THROUGHOUT, UON. 2. PROVIDE P -1 THROUGHOUT, UON. 3. PROVIDE CPT -1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 6. PREP /PAINT ALL DOORS AND TRIM P -3. KEYED SHEET NOTES O1 VERIFY ACCENT PAINT LOCATIONS WITH TENANT. P 1 REVIEWED FOR CODE COMPLIANCE APPROVED !JUL 19 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 1 2011 PERMIT CENTER Tenant: MET LIFE HOME LOANS RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 203 TUKWILA, WA 98188 111 U N I ` O TM A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN RD, SUITE 100 TUKWILA, WA 98188 burgess design interiors © architecture 1776 fifth Avenue Suite 500. Se ttie . WA 98101 TCt• 706.587.7170 FAX:706. 587 7122 All reproduction & intellectual property rights reserved c 2011 Professional seal 7196 KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date PERMIT SET 07/01/11 Drawn by: RB Reviewed by: MM Project No: 1 1- 8206 -00 FINISH FLOOR PLAN Original drawing is 24" x 36 ". Scale entities occordingly if reduced A.2D.1 cA PAPER CORNER REINFORCEMENT, TYP. ACOUSTIC INSULATION AS REQUIRED METAL STUDS 5/8" GYP. BOARD PARTITION INTERSECTION DETAIL 0" 4" 8" 12" 3" = 1' -0" 0 i1) N N 0 N EQ. EQ. - 2' CLR. •L / / / N ._.- - -_ -__ \ 1J,/ N \ >< _.__.--- ._../.__.__ r\ / \ i\ i \ - z \._.__....- \l,/ N > NU/ -_ -_ _.__l_- / \ ADA COMPLIANT I PL -1 l P —LAM COUNTERTOP & BACKSPLASH SINK & FAUCET / \ \ zf / \ \ \ / \ / /\ -ft / \ \ \ / / \\ / _ OPEN = r y 1 ±1'-7" 3' CLR. J L EQ. EQ. J EQ. J . BREAK ROOM ELEVATION PROVIDE END PANEL AT EDGE. P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES 18" DEEP P -LAM MICROWAVE SHELF P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 0" 4" 8" 12" 3/8" = 1' -0" BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BAIT EXTENDING 24" EACH SIDE OF PARTITION. 1/4" 2"X2"X12" MIN. LEG AT STRUCTURE - ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' -0" OR LESS 2 1/2 "x25 GA METAL STUD BRACING 0 8' -0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5' -O" TO 10' -0" SHALL USE NESTED OR BACK TO BACK 3 -1/2" 25 GA. STEEL STUDS. ABOVE 10' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs. /P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF - TAPPING SM. SCREWS 0 48 "oc, AND 3/4" PIPE SLEEVES INSULATION 2 1/2" X 25 GA (18 MILS) METAL STUDS 0 24" OC, TO 10' -7" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS 0 12" 0.C. MAX. POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB O 7in ; LINE OF CEILING r� r PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR ADJ. SHELVES W/ MELAMINE FINISH LOCK WHERE INDICATE ON ELEVATIONS 2' -1" 6" MAX. TASKLIGHT- WHERE OCCURS PER ELECTRICAL PLAN PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED - REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT AS REQ'D BASE AS PER SCHEDULE. TURN INSIDE CO CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. NON -RATED FLOOR TO CEILING PARTITION ADA SINK SECTION n 0" 4„ 8" 12" 3" = 1' -0" VARIES LINE OF CABINET (BEYOND) 0" 4" 8" 12" 1 -1/2" = 1' -0" DOOR SCHEDULE DOOR NUMBER DOOR NOMINAL WIDTH NOMINAL HEIGHT HARDWARE GROUP 203 E E E 1 WD NR RELOCATED 204 3' -0" B/S A 2 WD NR 207 3' -0" B/S A 2 WD NR 208 E E E 1 WD NR RELOCATED 211 31 -0" B/S A 3 WD NR DOOR TYPES ---13/S FRAME AND FINISH PAINT GRADE AT ALL NEW DOORS 'I WIDTH ,I A FLUSH S.C. WOOD DOOR B/S FINISH PAINT GRADE AT ALL NEW DOORS E = EXISTING, MATCH ALL EXISTING CONDITIONS DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GROUP 1 EXISTING HARDWARE GROUP 2 SINGLE, OFFICE LOCKSET NON -RATED 1 OFFICE FUNCTION LOCKSET 2 PAIR HINGES 1 WALL - MOUNTED DOOR STOP GROUP 3 SINGLE, STOREROOM LOCKSET NON -RATED 1 STOREROOM FUNCTION LOCKSET 2 PAIR HINGES 1 WALL - MOUNTED DOOR STOP SIDELIGHT /GLAZING SCHEDULE SIDELIGHT NUMBER G1 SIDELIGHT w —J N HEADER HEIGHT 0 Su_ a N B/S B/S 5' -0" A 1/4" TEMPERED NR WD SIDELIGHT /GLAZING TYPES w B/S FRAME AND PAINT GRADE FINISH GLAZING AS SCHEDULED E = EXISTING, MATCH ALL EXISTING CONDMONS REVIEWED FOR CODE COMPLIANCE APPROVED 1JUL 19 2011 City of Tukwila BUILDING DIVISION CITY OF TUKWILA JUL 012011 PERMIT CENTER Tenant: MET LIFE HOME LOANS RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 203 TUKWILA, WA 98188 ICI UNICOTM A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN RD, SUITE 100 TUKWILA, WA 98188 burgess design interiors ® architecture 1326 fifth Avenue Suite 500. Seattle . WA 98101 3E1: 2005873120 FAX:206. 587 7122 All reproduction & intellectual property rights reserved c 2011 Professional seal No. Issue Description Date PERMIT SET 07/01 /11 Drown by: RB Reviewed by: MM Project No: 11-8206-00 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 6" lo e UD M M m 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 at PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY 2. DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 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. GENERAL DEVICE ALIGNMENT PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS 0 END OF PARTITIONS. 3 - #8 PAN HEAD SHT. MTL. SCREWS 6 "x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET NTS NTS QID. COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS B 3 STUDS MIN. BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6 "X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING NTS 12 GA. BRACING WIRE A SEISMIC COMPRESSION STRUT 12 GA. VERTICAL HANGER WIRE AT 4' -0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7 -08 13.5.6. SEE NOTES ON M /A.9.2. IF NEEDED USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. (,ACT C� SEISMIC BRACING DIAGRAM _� • N —H l — � 1111111111111111 iIII11111 �1�111111111111111 THRESHOLD CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESILIENT TRANSITION STRIP RESILIENT FLOOR AS SCHEDULED NTS © CARPET TO RESILIENT FLR. 0 3 6 12 VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7 -08) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS 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 CEIUNG SPLAY BRACING SYSTEM. PER IBC 1613 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7 -08 ITEM 13.5.6. 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, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7 -08 ITEM 13.5.6. ALL WIRE TIES IIREMYX. BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE A 1 1.., " ' M C 636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASCE 7 -08 SECTION 13.5.6. 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 -08 SECTION 13.5.6. LATERAL FORCE BRACING SHALL BE 12' O.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 7 -08 SECTION 13.5.6. 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 -08 SECTION 13.5.6 ITEM b. MOLDING DIMENSIONS MUST BE CONSISTENT AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANAGEMENT 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 -08 SECTION 13.5.6. 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 WIRES 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" O.C. OR 10 GAGE SPACE 5' O.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 -08 SECTION 13.5.6. 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. LIGHT 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 CEIUNG AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEIUNG BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7 -08 ITEM 13.5.6. 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 -08 13.5.6. M ACT NOTES CITY OF TUKWILA JUL 01 2011 PERMIT CENTER Tenant: MET LIFE HOME LOANS RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 203 TUKWILA, WA 98188 !!! UNICCJ'" A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN RD, SUITE 100 TUKWILA, WA 98188 burgess design interiors ® architecture 1376 Fifth Avenue Suite 500 . Se the . WA 98101 T[1 206.587.7170 FAx:206. 587.7124 All reproduction & intellectual property rights reserved c 2011 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City of Tukwila BUILDING DIVISION Professional seal 7196 REGISTERED ARCHITECT P G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date PERMIT SET 07/01/11 Drawn by: RB Reviewed by: MM Project No: 1 1- 8206 -00 DETAILS Original drowing is 24" x 36 ". Scale entities accordingly if reduced A.9.2