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Permit D15-0005 - HOMELAND SECURITY - CONFERENCE ROOM, OFFICES AND EXIT DOOR
HOMELAND SECURITY 12500 TUKWILA INTERNATIONAL BLVD D15-0005 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 7340600602 Permit Number: D15-0005 Address: 12500 TUKWILA INTERNATIONAL Issue Date: 1/29/2015 BLVD Permit Expires On: 7/28/2015 Project Name: HOMELAND SECURITY Owner: Name: INTERNATIONAL GATEWAY EAST LLC Address: 12201 TUKWILA INTL BLVD 4TH FL, SEATTLE, WA, 98168 Contact Person: Name: RANDY MORGAN Address: 1326 5TH AVE, STE 400, SEATTLE, WA, 98101 Contractor: Name: SABEY CONSTRUCTION INC Address: 12201 TUKWILA INTL BLVD 4 FLR, TUKWILA, WA, 98168-5121 License No: SABEYC1033KM Lender: Name: TENANT Address: , , , Phone: (206) 587-7120 Phone: (206) 281-4200 Expiration Date: DESCRIPTION OF WORK: EXTENSION OF EXISTING CONFERENCE ROOM TO THE NORTH AND (3) NEW OFFICES WITH OFFICE STANDARD DOOR AND RELITES, NEW POKE-THRU LOCATION FOR NEW CONFERENCE TABLE, AND RELOCATION OF THE EXISTING EXIT ACCESS DOOR. Project Valuation: $43,545.00 Fees Collected: $1,519.38 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 20,125,TUKWILA Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: Date( I hearby certify that I have read and examined this ermit 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 no sume to give authority to violate or cancel the provisions of any other state or local laws regulating c t ction or the performance of work. 1 am authorized to sign and obtain this development permit and a e �e conditions attached to this permit. Signature:_ Print Name: A44, /hOQGA✓ DateR.29 This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 28: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 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: 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. (IFC906.5) 16: 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, 5.4) 17: Maintain fire extinguisher coverage throughout. 21: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 19: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 18: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 22: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 23: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 25: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 26: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 24: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 27: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING 0. ., CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, 111A 98188 http://www.TukwilaWA.pov Building Permit No. V 1`D — Project No. Date Application Accepted: Date Application Expires: 01 � QZL� use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 734060-062 Site Address: 12500 Tukwila International Blvd. Suite Number: D20 Floor: 3rd Floor Tenant Name: Homeland Security New Tenant: ❑ .....Yes m ..No PROPERTY OWNER Name: Sabey Corporation Address: 12201 Tukwila Internation Blvd., 400 City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Randy Morgan Address: 1326 5th Ave., 400 City: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: (206) 587-7122 Email: randym@burgessdesign.net GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Internation Blvd., 400 City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: Contr Reg No.: SABEYC1033KM Exp Date: Tukwila Business License No.: 0102122 ARCHITECT OF RECORD Company Name: Burgess Design Architect Name: Randy Morgan Address: 1326 5th Ave., 400 City: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: (206) 587-7122 Email: randym@burgessdesign.net ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A Address: City: State: Zip: H:\Applications\Forms-Applications On Line\2011 ApplicalronsTermil Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATIUvi = 206-431-3670 ' Valuation of Project (contractor's bid price): $ 43,545 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Tenant improvement: extension of existing conference room to the north and (3) new offices with office standard door and relites; new poke-thru location for new conference table; and relocating the existing exit access door. Will there be new rack storage? ❑..... Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 2 Floor Yd Floor 33,973 504 0 0 B-Office Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 11): 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? El ....... Yes ❑....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [Z....... Sprinklers 0....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes 91 .......No If `yes', attach list ofmaterials and storage locations on a separate 8-112"x I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 2 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant 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). I HEREBY CERTIFY THAT I HA PENALTY OF PERJURY BY THE 6 BUILDING OWNER OR Print Mailing ) AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. AGENT: Dater//. (/b • 15_ Day Telephone: (206) 587-7120 Seattle WA 98101 City State Zip H:\Applications\Fomis-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $940.16 D15-0005 Address: 12500 TUKWILA INTERNATIONAL BLVD Apn: 7340600602 $940.16 DEVELOPMENT $895.60 PERMIT FEE R000.322.100.00.00 0.00 $891.10 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $44.56 TECHNOLOGY FEE TOTAL PAID .4 6, R000.322.900.04.00 0.00 $44.56 941 .16 Date Paid: Thursday, January 29, 2015 Paid By: SABEY CONSTRUCTION INC Pay Method: CHECK 013523 Printed: Thursday, January 29, 2015 7:37 AM 1 of 1 SYSTEMS Date Paid: Tuesday, January 06, 2015 Paid By: BURGESS DEISGN, INC. Pay Method: CHECK 013490 Printed: Tuesday, January 06, 2015 3:07 PM 1 of 1 INSPECTION RECORD . . . . ...... Retain a copy with permit 5- IN ION No. PERMIT No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje HType '16r4d 4 of Inspection-I . ? I Date Called: Special Instructions. 151 LIW Date Wanted: a.m. Z 7 -2-7- fj p.m. Requester: Pgone No: IInspector: 101, 11-. t I uat7- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call, to schedule reinspection. INSPECTION RECORD ................. Retain a copy with permit 1PIs INSRECTf i N NO, PERMIT NO. CITY OF TUKWILA BUILD1NG DIVISION 6300 5outhcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro Type oInspection- Address. 12T00 -rv*-- 4--K1 te Cal ed: Ili Special Instructions: Date Wante a.m. I— ".1-4 p.m. Requester: Rone No: REINSPECTION FEE REGUtRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPtMOWNO, PERMIT NO. CITY OF TU!KWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect, Type of Inspections Address'. Date Called: I -2soo Special Instructions'. Date Wanted., 7,!,- 1-r p.m, Requester: A4 ^ '(e- X & �5 6 rt PFone o: I I 106 - :3k> -7 Inspects REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. K<,7- INSPECTION RECORD Retain a copy with permitlor,5-- oco-Y 0PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project'. e.�a SeC,&4 Type of Ins n, ddress: ate Called: Special Instructions'. Date Wanted' 7 -Z - a.m. 137 p.m. Requestera A ff fl ( (t y Phone No, 2,06 - Z1- Y 7 4-J Approved' per applicable codes. n Corrections required prior to approval. E] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 1)l e,.— 0 o o - Retain a copy with permit 14 - V - U 42 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: r ��-� U —�--t Contact Persoh: Suite #: Special Instructions: Phone No.: r `Approved per applicable codes. Corrections required prior to approval. COMMENTS: A c-2 1�110 , N A tr - 0k. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1� Date: 2/.z611 �" Hrs.:,�� A, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: C-0 'mpany Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0005 PROJECT NAME: HOMELAND SECURITY DATE: 01/06/15 SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: kT AWc Building Division Revision # before Permit Issued Revision # after Permit Issued OW1 "(/ H--15 Fire Prevention C PL- NIA- Planning Division Public Wdrks' `J-`S Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 01/08/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved a Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: DUE DATE: Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 02/05/15 12/18/2013 SABEY CORPORATION Page 1 of 2 Washington State Department of Labor • Industries SABEY CORPORATION Owner or tradesperson SABEY, DAVID ARTHUR Principals SABEY, DAVID ARTHUR, PRESIDENT SABEY, JOHN DEAN, VICE PRESIDENT SEWELL, PATRICIA ANNE, SECRETARY HARMON, JAMES N, SECRETARY (End: 11 /02/2011) Doing business as SABEY CORPORATION WA UBI No. 600 254 734 License 12201 TUKWILA INT'L BLVD 4THFL SEATTLE, WA 98168-5121 206-281-8700 KING County Business type Corporation Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ....................................1......................... Meets current requirements. License specialties GENERAL License no. SABEYC*953RE Effective — expiration 12/05/2005-12/0512015 Bond ................. HARTFORD FIRE INS CO $12,000.00 Bond account no. 52BSBDQ2825 Received by L&I Effective date 12/05/2005 11 /29/2005 Expiration date Until Canceled Insurance .............................. Continental Cas Co $1,000,000.00 Policy no. 2094156387 Received by L&I Effective date 10/30/2014 11 /01 /2014 https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=600254734&LIC=SABEYC*953RE&SAW= 01/29/2015 Tenant: USCIS D20 Office Revisions 12500 TUKWILA INTERNATIONAL BLVD. THIRD FLOOR TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR TUKWILA, WA 98168-5121 burgess design I interiors © architecture 1326 Fifth Avenue. 5ulte 400. Seattle Washington 98101 T: (206) 587.7120 F. (206) 587.7122 All reproduction & intellectual property rights reserved c 2012 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal F7717111111 ALAN MORGAN WASHINGTON No. Issue Description Date REVIEW SET 11.05.14 REVIEW SET 11.21.14 PERMIT SET 01.06.15 o TY OF TLIKWILA nr'nnnIY G['_'AITCIrJ �r Drawn by: GG Reviewed by: RM Project No: COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36". Scale entities accordingly if reduced G,90,00 PROJECT NOTES 08710 -FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION LOCATIONS: RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. MANAGEMENT. CIS REQUEST ADVANCE EMPLOYEE NOTIFICATION FOR UPCOMING CONTRACTOR WORK, A WEEK IN ADVANCE, WITH UPDATED SCHEDULE. 7.: PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. 8. ALL HARDWARE SHALL MATCHBUILDING` STANDARD IN STYLE AND FINISH. DMSION I - GENERAL CONDITIONS 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 01010 SUMMARY OF WORK 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND DOOR TO ENSURE PROPER 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A .EACH OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE COMMERCIAL OFFICE SUITE, LION. FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION' MADE. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE S AT RATED ASSEMBLIES. 11. PROVIDE PROPER SMOKE GASKETS 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. 12. MATCH BUILDING, STANDARD SPECIFICATIONS AND FINISHES. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED 13.. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE -FOLLOWING HARDWARE: BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS PANIC HARDWARE - UL #305 RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE FIRE EXIT HARDWARE - UL #106 & UL #305 TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. :ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED T0, SPRINKLER MODIFICATIONS, FIRE THE .CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS. EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T PLACEMENT. COMPLY. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 08810 -' GLASS 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, LION. 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. 2 CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES . 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. SHALL BRING DISCREPANCIES .TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL 4. RATED GLASS (CERAMIC) RECITE SHALL BE PREMIUM POLISHED FINISH. 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. DMSION IX - FINISHES 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING 09250 GYPSUM DRYWALL AND METAL STUDS SHELL STANDARD SPECIFICATIONS. 1. INCLUDE. NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF SHOWN IN THE PLANS: 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 2 "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED CONVECTOR OR MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, LION. FINISHED FACE UNLESS OTHERWISE NOTED. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS BUILDING STRUCTURE, LION. 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 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE WITH ALL PROPER JURISDICTIONAL APPROVALS. PARTITION HEADS AND CEILING GRID. DMSION II - SITE WORK 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 02050 - DEMOLITION MATCHES` DOOR FRAMES IN STOCK IF APPLICABLE. 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND 7' CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION MECHANICAL `DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO REQUIRED BY CODE. AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC,TILES, LION. ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 9. INSTALL CORNER, BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM , BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 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 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL, DIAGONAL BRACING AS CEILING, WALL, OR FLOOR AS REQUIRED. NECESSARY. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED A5 REQUIRED IN IBC SECTION 703.7. 06100 - ROUGH CARPENTRY 09500 -CEILING SUSPENSION SYSTEMS, 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 1. PROVIDE NEW CEILING TILE CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 06200 -FINISH CARPENTRY 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. NOSINGS. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, LION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD. RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, LION IN ELEVATIONS / 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. DETAILS, OR PER BUILDING STANDARD. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND REQUIRED. FORMICA, LION. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, 5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, LION. LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR. SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 6. SHELF EDGING TO BE P-LAM, LION. 10. DAYS. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. DMSION VIII - DOORS AND WINDOWS 09530 - ACOUSTICAL TREATMENT 08210 - WOOD DOORS 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. 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND : BATT INSULATION BETWEEN FRAMING STUDS AND 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, LION. TWO FEET OF_ INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, LION. 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. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR. AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR ;TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE 1 /4" OVER 10'. 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 09680 - CARPET 1. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS, INDICATED IN DRAWINGS. 2. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1 /4" OVER 10'. 3. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED PRIME ALL GWB WALL SURFACES AND. PAINT WITH MINIMUM OF TWO 2 FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR Q APPROVED EQUAL, LION. 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, LION. 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. OMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS, TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS LION. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT' FOR REVIEW. 12900 - SIGNAGE 1. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE DMSION XV - MECHANICAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN ,CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS. REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A--10BC -5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, LION. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD, REQUIREMENTS, LION. 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,. LION. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2 PROVIDE ALL WORK,, EQUIPMENT AND LABOR FOR A . COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE;:MUD. RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING .0,, 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 LION. 6 ALL ELECTRICAL ;OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTEQ ,,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 LAYQUT DIAGRAMS COORDINATE LOCATION.. OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS iSCOPE, TECHNICAL LAYOUT AND . SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION' .WITH FURNITURE VENDOR. 11.`_ 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 LION. 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. 7y 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 L 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 I OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING'CONDIT,IONS AND CODE REQUIREMENTS. 1.4.` EXIT SIGNS SHALL ,HAVE UL #924. Tenant: USCIS D20 Office Revisions 12500 TUKWILA INTERNATIONAL BLVD. THIRD FLOOR TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR TUKWILA, WA 98168-5121 burgess design I interiors Q architecture 1326 Fifth Avenue. Sulte 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2012 eof Go , Co�p1,.11A pypotov AN 2 0 201`� 0i . 113 0� i Professional seal No. Issue Description Date REVIEW SET 11.05.14 REVIEW SET 11.21.14 PERMIT SET 01.06.15 Ci4. -eVED CITY OF TUKWILA PERMIT CENTER Drawn by: GG Reviewed by: RM Project No: PROJECT NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced G-000 I INVOI owbmro t , �'4�.Vlr.11il. NE••114 OF 7HE SE114 AND SF114 OF THE 'SE•114 OF "SFC77ON 9 AND GOV'T 'LO.T 15 AND SW1/4 'OF •THE SW114 OF :SECT/ON 10, T23N.0 CITY OF TUKWILA, KING COUNTY, WASHINGTON Wad FOUND CASED BRASS CAP AT INTERSECTION E. MARGINAL WAY F•�I"� AND SOUTH 126TH STREET N89"18'50"W 974.56' (M) S01`46'02"W 967.45' (P) 402.93' % 35TH Avg soM CIA _id• —. - MN x _N 0 �� �-- NAIL &BRASS SHINER - _ , �I NOT FOUND, REMOVED 10 `OQ� OQ\�\o PGA 7 �II WITH CONSTRUCTION }'+ A a S01'46'02"W 0 20 40 60 120Q`' 4N 30' cP 107.22' 3 I \ x pQ Qp� %G 30" CP {� ( I IE 55 96 POINT OF BEGINNING k O p \\\ _ 9 SCALE: �� = 60j �P 2pg0 �p -R O1'46'02'E' N� 81E 55.2 FOUND W 1/4 CORNER, m , 8 pp303 p�tP 3.78' a SECTION 10, .? CORp " o FOUND 2" IRON PIPE w/ BRASS CAP PROJECT LOCATION (THIRD FLOOR) , ® PgP`d�� a ROBERT BERNH�T �f .In CD T S(ftEAM " S01'46*02"W 247.71' 00 Eats _ - 119,96, 9 ! ' w S01' '02"W 387.6T A TO co - 9 REFER TO RECORD OF SURVEY x /- �) EI VOL. 49 OF SURVEYS, PG 127 DETENTION POND I FOR CENTERLINE S. 126TH STREET "o Tii SO1.46'02"W 10.00' N8918'50"W 20.00' bo EXISTING s ,' ` , - - ', r + r EDGE OF ASPHALT +r BLDG 21-05-�,r � i r DETENriON POND r+r rr+ rr! z 20' CIDC`— J i+- - 34TH AVENUE � _ - - - - - - — - - ' + I �' S0146'02 W_ 244.0T— CID WALL G"-_--- �_- :- w FACE OF _ - - - x - j I r7nASPH I 00 z I u d 1 I 20.' 20' 1+FUTURE 10' RIGHT-OF-WAY U I 8 1_,�Q I i DEDICATION TO CITY OF TUKWILA W 051 Z S "C� - .�•-. a a 1 � k �� I n PARKINGAREA8 Z�y01 VMX GAS UNE EASEMENT— — _ r 'gib g ! i u> 1' oo z EXISTING L~ p / roc 1` I s �� I LOT 8 6.91 AC, N i ; r 2 Y M tl 1 . a ¢ J _ --n— -_ - r �- ! ® . - 1 r `C p Oy pp 4 10' YY6)E QQ [0 i� wEsr EASEMENT _ AFN2oWIMS y � E III o8µ O� , ©p p / ' � aotn4$ z o cv r ° 7/ -- st ` �j r � FH •c I �' Off' '1°-' '(\ �� rr z � a _ _36" E ii ��00 OO109 / 30 WIDE RECTRIG OVERHEAD o !I EXIST CURB TYp ' ' - = ( 1 _ _ _ _ l Z G I AND UNDERGROUND DISiR�U710N pdp Q O�G UM EASEMENT, AFN 8111060294 ;t a o I I 1 ( I f I SOt 46'02"W 562.98' ' ' I' `'� 1` 1 I n+ a it + --- 172.98' t t p If 82.2' 1.. M 147 : ` I I I _,ILL z n 44 260,08' if l�'� I 4 129.9'`.Zr , I Lt! Q � Y n 0 V , YO tl I 1 p a 0.jl FIBER OCAI TUIT AH y 9 i C, 7YP) au 40 06 �+ REctPR rpR1NT 7/tii I_ N n _.. ._ ........ _. ...... .. ......._ II `- It W A' _ .. y. 20010809001066 l .. �0 + . v� � 5.. R ,:.'L, na:S o If R�AWN , 4 OQ}ti -� a AFN - (''F $ i rM C ;. ,L :� i_ 11 r,,i"y 77 till� �05 3e ��Po" nil AT �t0UN0 SF NAg r - ASPHALT / .._ $ o i �.QA OEJ1� c l_ - / au 35,428 ABAND 1N f PARKING AREA / / / , - qy v s ;1 a ll0 1 g94 ON "� c �„ / AREA: REMN 6 ���\, U ll pII� 0 � \ S'Z}_.- s ...•. -••� •+�il=. �n ��J 6 Et 1}f1E �' BC1 �` �1/ $aFIknF'A 0NIC Ziait e 5y uGHr li 1 MIC/t p0� qa \iA, q '-- 1— c _ _.___=® 'CB I ,_ _ —' rr'-2 95' WIDE WATER LNE GO NI�_�.-.;:o}20'�rP) c-:6 1 �- - s- T y�\01VAG 20c c _- EASEMENT"OVER Al 7, N �i l�� " : ' 'p (gACYC TINE - f- , r r I 0 - AFN / P ?cc — BASIS OF BEARING l A -� 1� Z a n Ali —�- n / N01'46'02"E 2580.05 (M) "E 175 a _ _ �L- ���•••kkk"' 1 - �`,��-•`! �.^. ` ��„�"' SO 'll-1ERt-Y i1NC,. � � q ii 1't8 � � .r �------``� �=-��'�� - -�' -_ � "�" - ,--•�"'N•� o c WEST LINE SECION 10 � � o _:..._•- r ,.. --• ,y.,-_'' ..,: �=��'• -� pNS B I %�'� _ h1 ✓� _ =�� J L �-4 '� y�l N01'46'02"E SE;TION 9 Q (C) SD 1• o - -� 2580.D5' O jr- - 1 c c r }1 t M t` q - ® �s - - - - _ 433.9` {P t 0 15 flffi r � = r �,,...r ,.....--'' }� � �� --�-"` �� =s,K! r "•' ' .A ` ,p�"1 - _-- .•"""r�j'�_'•�",``� :;-* � '`�� !I �-' `� r 1 '�; T �y pCS�.. / ••--r.'r-� • 16 M �/� -,.- ...�...-,.r"�-_- ''�t(]�, �L��41�.L--Y" 51-�{�y �- ._� Y 1�' �i_•a- TT-,�- ,,.... _.._--i'^,�. �.. �yt2 y -,r- t-! NI MF,�VB'W t �,�"_ L i 1- '-•T_l✓'.—,�'."•-'_ f' ".•.. ' 1-Y` - ,:.._-`-�`'.�-.`� 1Ge �""y', �� / 41° `y.� F M01S1SiED _' � ... 1Cm , " ...:i� .. E>� � ... .. }. .. ��•- may_- � �„�,. ,,,-- :. . c�qal .. ".' �-.�-� "� � K.._...--•lam,_... '''�r�.. _. �"�, ..�<< _ l n- _ _ S1stdRv S �-.l_�,.. ._.- 1 � • . .. &..:�.�'.-- _- --' � ,,._ --�_ �--' _ _.�*-""' -' 12 23 p3 '`� // u^ .-.11 1 125.39 �' h �•-' �,.. �-- ,A ' . 5 SD c _�� g '-�"`---'�-.---�-`-'! �. �-- o +� ` } jJ `,.— �T'-'-� M1 ��.r i 7 11, _ z , q _J � t' ! pSPN !�_ :„rr ` + 5 1.57• ` �; �--� �n -so S$ - FOUND 3" I.P. FOUND SW SECTION N i J 1 t r -t��..J 2, �i o �. - _�� ~ W CORNER, SEC11ON 10 rr = L ��•'� ���' - s I� J r - y /...BRASS .CAP " " , a o o Xx }j 1 .r�� �- '~ l ` 342 FOUND 4 x4 CONCRETE o ©� a3 as _� i , ce o 1 4d r r�r - i c 1 ° jl 1 �1V tv �� 9 88 6 HI --WAY PT MOH. .' � _�— __.--- 't ..�--• � $ MONUMENT W BRASS o I `� RGR ar - R t(sy5L k �t tams 4 1 , % �! ,t - H� CAP 11-� ' 1- n /,.. ,�-... � � �..-•--'""� �� REFER TO R-0-5 / 0 UNt1E v 1T -- v �I L- �• " CAP Itd ,I vL� •N _ - '' $ ^SD SS t VOL. 37 OF SURVEYS onTxTi BRASS �{�Y PG 107 w Irt FOUND 3 EVEr SEE ROSr 463 -''`!J CR4Y ACCESS ,ct�: v1 mr- it'OJA- t� I _ VOE` = V VE"fSvQi/ta- 10 g1�G lam_ �P��.irtr, _ M�'=r_ .Q ... I - .. ,A.. +� ... .... .. _ r-- -. ,u>:---' l ..� ---- c .c c..c ., ,1 y .:.: r''"-' g5'� _...--' ' �.o _� �`"� � ��._-•• �69.Sa � _.= =.,�„"---• '� r : tflip' �z -_ �P -- 0 6 y F � c c rc ` � .!�~N12 3p3 YY A f '`� �q—�—�- �` `SD 1 4 d t I �kak�k LIMITED ACCESS BEGINS AT HIGHWAY ENGINEER'S STATION 532+00 lam. G A1A `'`' '` ' ` - -" ' ` --' _ so (� Z AS SHOWN, ACCORDING TO THE DEED FILED UNDER AUDITOR'S FILE ACCESS TO PAR0,0 �- ��v _ -� - '- mot(. l�3 UA --`' Z NUMBER 8611070566, RECORDS OF KING COUNTY, WASHINGTON. O LOT 8, AS SHOWN HEREON, HAS UNRESTRICTED VEHICULAR AND PEDESTRIAN NS6L1S} 57,80 -- - `" 1 t ram-- - �~ mac- r ` v I 3 4 ACCESS TO TUKWILA INTERNATIONAL BLVD. SOUTH OF THIS STATION, ACCORDING q 586'03'33"E (R) " - - '�� :, . j ►" ( CASED _ }g•69' 301.%� - ~' of I TO SAID DEED. THE SOUTHERLY PROPOSED ACCESS POINT TO THE FUTURE 1 �_� I 2 DEPARTMENT OF HOMELAND SECURITY BUILDING LIES SOUTH OF PARCEL "A" q I •34'17 A=7'47'13" 1=144.20 1` L 02.00 ` �MOt�UMENi �- �77.36'57 F ��� - f cA A-15 18 30 R=1 61. 00 --` _ RI IN SAID DEED. W AS DESCRIBED ED ��ATiON $L c ES CD .--�''� -� NOT E �• f... . o )CASED T f... . -anD 455� " '"-NVAY SO,prIUMEN. -1 ^� - �g . 3 03 -' f y- �• --� T� 1. THIS NORTHERLY ACCESS POINT TO THE DEPARTMENT OF HOMELAND i �SECURITY BUILDING LIES WITHIN LOT 7 AS SHOWN HEREOF AND ALSO o ' ��. �.... » r "� --'- r ! LIES WITHIN PARCEL "A" AS DESCRIBED IN THE DEED FINt�DD UNDER AUDITOR'S °D--"'`�, - Ss °i '•' FILE NUMBER 5092893, RECORDS OF KING COUNTY, WASHINGTON. THIS _✓ ` - "~ _/� / �� o I ►� FOUND SECTION CORNER AS NOTED. ® EXISTING STORM CATCH BASIN DEED CONVEYS AND WARRANTS 70 THE STATE OF WASHINGTON THE RIGHT L=326 19 / %� 'r �O OF INGRESS AND EGRESS (INCLUDING ALL EXISTING FUTU E OR POTENTIAL -0 EXISTING POWER POLE A=16'18-30" R=1146.00' - / ( , � EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) T0, FROM AND BETWEEN a N THE STATE HIGHWAY TUKWILA INTERNATIONAL BLVD. AND THE REMAINDER 0@/ = FOUND QUARTER SECTION CORNER AS NOTED I--u•-------'`" �� f''�, ��- � "- I " " ( ) 1y EXISTING GUY ANCHOR OF SAID PARCEL *A". THIS CREATES A LIMITED ACCESS AREA. ACCESS I ■=FDLIND.MQNUMENT..AS NOTED TO LOT 7 FROM TUKWLA 1NTERNATMAL BLVD: REQUIRES AN ACCESS £; q FlBF,R OPTIC O�1p111i-ANO �� .- •~ .Q. EXISTING .SIGN ul � 2oDotoso9066 r r AGREEMENT FROM THE STATE OF WASHINGTON. THIS AGREEMENT IS • _,FOUND 9/2" REBAR/CAP MARKED "DEN 18904" , N r 'f Q SATISFIED BY PERMIT NUMBER 3092 ISSUED BY THE WASHINGTON STATE o a DEPARTMENT OF TRANSPORTATION ON FEBRUARY 24, 2004 FOR THE ---G ---- EXISTING GAS LINE TRAFFIC SIGNAL ON TUKWILA INTERNATIONAL BOULEVARD FOR THE (M) = MEASURED BEARING/DISTANCE DEPARTMENT OF HOMELAND SECURITY FACILITY. THIS NORTHERLY ACCESS - P(OH)'- EXISTING OVERHEAD POWER LINE q ; - (C) = BEARING/DISTANCE PER CALCULATIONS - - - '? / I POINT LIES NORTH OF THE BEGINNING POINT OF LIMITED ACCESS, WHICH —SS— EXISTING SANITARY SEWER LINE $ (P) = BEARING/DISTANCE PER RECORDED PLAT IS HIGHWAY ENGINEER'S STATION 5321•00 ACCORDING TO THE DEED FILED � �- UNDER AUDITOR'S FILE NUMBER 8611070566, RECORDS OF KING COUNTY, --- EXISTING WATER LINE ( WASHINGTON, AS SHOWN HEREON. EXISTING FIRE HYDRANT P, BASIS OF BEARING I SO EXISTING STORM DRAIN LINE N NORTH 01'46'02" EAST, BEING THE WEST SECTION LINE OF SECTION 10, TOWNSHIP 2. THIS SOUTHERLY 'ACCESS POINT TO THE DEPARTMENT OF HOMELAND EXISTING STREET LIGHT Q *\ 23 NORTH, RANGE 4 EAST, W.M., AS SHOWN ON THE RECORD OF SURVEY FOR THE SECURITY BUILDING LIES SOUTHERLY OF ANY RIGHTS WHICH THE — X EXISTING FENCE LINE BOEING COMPANY, RECORDED UNDER AUDITOR'S FILE NO. 9012199002, VOLUME 77 STATE OF WASHINGTON MAY HAVE IN REGARDS TO INGRESS AND/OR ' EXISTING LUMINAIRE o v OF SURVEYS, AT PAGE 209, RECORDS OF KING COUNTY, WASHINGTON. EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS (,�® EXISTING GAS METER - CURB, GUTTER &SIDEWALK i OF ACCESS, LIGHT, VIEW AND AIR), PER EXCEPTION PARAGRAPH NO. 8, W 6" HIGH VERTICAL CURB ° \ PER Tlll_E COMMITMENT N0. 800-10140309 DATED AUGUST 13, 2003. EXISTING SANITARY SEWER MANHOLE / THIS SOUTHERLY ACCESS POINT LIES SOUTH OF THE BEGINNING POINT OF O I LIMITED ACCESS, WHICH IS HIGHWAY ENGINEER'S STATION 532+00 LIMITED ACCESS AREA n ACCORDING TO THE DEED FILED UNDER AUDITOR'S FILE NUMBER EXISTING HANDICAPPED PARKING STALL di 8611070566, RECORDS OF KING COUNTY, WASHINGTON, THERE ARE NO ACCESS RESTRICTIONS -FOR THIS -SOUTHERLY ACCESS POINT AS --SHOWN -HEREON. C EXISTING COMPACT PARKING STALL VAN EXISTING VAN HANDICAPPED PARKING- STALL s x 3: Tenant: USCIS D20 Office Revisions 12500 TUKWILA INTERNATIONAL BLVD. THIRD FLOOR TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR TUKWILA, WA 98168-5121 burgess design I interiors © architecture 1326 Fifth Avenue. Suite 400. Seattle Washington 98101 T: (206) 587,7120 F: (206) 587,7122 All reproduction & intellectual property rights reserved c 2012 Oil Professional seal No. Issue Description Date REVIEW SET 11.05.14 REVIEW SET 11.21.14 PERMIT SET 01.06.15 RIEOEII.aFD CITY OF TUKWILA JAN 0 6 2215 PERMIT CENTER Drawn by: GG Reviewed by: RM Project No: SITE PLAN - NOT A LEGAL SURVEY Original drawing is 24" x 36". Scale entities accordingly if reduced G,0*2 �\5 r NE1l aF THE SE1 f4 AND SE114 OF THE SE114 OF SECTION 9 AND GOV'T LOT'15 AND SW114 OF THE SW114 OF SECTION 10, T23N., R4F., .W K CITY OF TUKWILA, KING COUNTY, WASHINGTON TITLE NOTES 1. THE LEGAL DESCRIPTION OF THE BOUNDARY OF LOT 6 AND LOT 8 USED FOR THIS A.LT.A. SURVEY WAS PROVIDED BY TRANSNATION TITLE INSURANCE COMPANY, COMMITMENT NO. 800-10140309 DATED JUNE 16, 2003, SUBSEQUENTLY UPDATED ON JULY 21, 2003, AND FURTHER UPDATED ON AUGUST 13, 2003. THE LEGAL DESCRIPTION OF THE BOUNDARY OF LOT 7 USED FOR THIS A.L.T.A. SURVEY IS PROVIDED PER.THE CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L04-060, RECORDED UNDER KING COUNTY AUDITOR'S ;RECORDING NO. 20041008900012, RECORDS OF KING COUNTY, STATE•OF WASHINGTON. THIS A.L.T.A. SURVEY REFERENCES THE FOLLOWING FOUR POLICIES PROVIDED BY TRANSNATION TITLE INSURANCE COMPANY: 1) LOAN POLICY OF TITLE INSURANCE, COMMITMENT NO. 800-10140309 DATED AUGUST 13, 2003; 2 COMMITMENT FOR ENDORSEMENT, COMMITMENT NO. 800-10140309 DATED AUGUST 20, 2004; AND 3 PRO -FORMA SPREADING ENDORSEMENT ATTACHED TO LOAN POLICY NO.10140309 DATED JULY 22, 2004. 4)..SECOND .COMMI.TMENT.. FOR..ENDORSEMENT,..AaOMM I-TA"T _NO..500--.1D14D309..DAIM._ DECEMBER .,20, . 2004. THE FOLLOWING NOTES (NO. 2 THROUGH 13, INCLUSIVE) PERTAIN TO SPECIAL EXCEPTIONS DISCLOSED IN SCHEDULE "B" OF THE PROVIDED LOAN POLICY DATED AUGUST 13, 2003, OF WHICH THE PROPERTY IS SUBJECT TO. THE FOLLOWING NOTES (NO. 14 THROUGH 18, INCLUSIVE) PERTAIN TO EXCEPTIONS DISCLOSED IN SCHEDULE "B" OF THE PROVIDED PRO -FORMA SPREADING ENDORSEMENT ATTACHED TO LOAN POLICY NO.10140309 DATED JULY 22, 2004. THE FOLLOWING NOTES (NO. 19 THROUGH 24, INCLUSIVE) PERTAIN TO SPECIAL EXCEPTIONS DISCLOSED IN SCHEDULE "B" OF THE PROVIDED SECOND COMMITMENT FOR ENDORSEMENT DATED DECEMBER 20, 2004, OF WHICH THE PROPERTY IS SUBJECT TO. .2. *EXCEPTION PARAGRAPH" TNOS."1 "THROUGH 3"PERTAIN 'TO GENERAL" PROPERTY"TAXES"WHICH .DD NOT`PERTAIN TO MATTERS DISCLOSED BY THIS SURVEY. 3. THIS PROPERTY IS SUBJECT TO AN EASEMENT, AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF EXISTING GAS PIPELINES AND SERVICES OVER A VACATED PORTION OF SOUTH 126TH STREET, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 8103230520, DATED MARCH 23, 1981, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 4) 4. THIS PROPERTY IS SUBJECT TO AN EASEMENT, AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF ELECTRIC OVERHEAD AND UNDERGROUND DISTRIBUTION LINE FACILITIES AT DEPTHS NOT EXCEEDING 21 FEET, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 8111060294, DATED NOVEMBER 6, 1981, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 5) 5. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF SEWER CONNECTION, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 5833297, DATED JANUARY 15, 1965, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 6) 6. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF SEWER CONTRACT, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 8909190545, DATED SEPTEMBER 19, 1989. RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 7) 7. THIS PROPERTY IS SUBJECT TO THE RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LAND CONVEYED BY DEED AS DISCLOSED BY INSTRUMENTS RECORDED UNDER AUDITOR'S FILE NUMBERS 5112409, 5050287, 5092893 AND 5133877, RECORDS OF KING COUNTY, WASHINGTON. ACCESS RIGHTS GRANTED UNDER RECORDING NO. 5112409 WERE AMENDED BY DEED FROM THE STATE OF WASHINGTON RECORDED UNDER KING COUNTY RECORDING NO. 8611070566. jEXCEPTION. PARAGRAPH .NO...8) AFN 5112409: THIS DEED CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON A PORTION OF PARCEL "A" AS DESCRIBED WITHIN SAID DEED FOR RIGHT-OF-WAY PURPOSES. IN ADDITION, SAID DEED ALSO CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) TO, FROM AND BETWEEN THE STATE HIGHWAY AND THE REMAINDER OF SAID PARCEL "A". PARCEL "A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 5132409, RECORDS OF KING COUNTY, WASHINGTON, ITES .WI.T4N...A .PORTKON.•DF..T.OTS .7...AND 8 .SHOWN: -ON ..THIS-A.L,T:A. SURVEY. •NO PROPOSED ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING UES WITHIN SAID PARCEL "A" OF SAID 'DEED. AFN 5050287:_.. THIS DEED CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON A PORTION OF PARCEL "A" AS DESCRIBED WITHIN SAID DEED FOR RIGHT-OF-WAY PURPOSES. IN ADDITION, SAID DEED ALSO CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) TO, FROM AND BETWEEN THE STATE HIGHWAY AND THE REMAINDER OF SAID PARCEL "A". PARCEL "A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 5050287, RECORDS OF KING COUNTY, WASHINGTON, LIES WITHIN A PORTION OF LOT 6 SHOWN ON THIS A.L.T.A. SURVEY. NO PROPOSED ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES WITHIN SAID PARCEL "A" OF SAID DEED. AFN 5092893, THIS DEED CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON A PORTION OF PARCEL "A" AS DESCRIBED WITHIN SAID DEED FOR RIGHT-OF-WAY PURPOSES. IN ADDITION, SAID DEED ALSO CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) TO, FROM AND BETWEEN THE STATE HIGHWAY AND THE REMAINDER OF..SAID .PARCEL "A". PARCEL "A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 5092893, RECORDS OF KING COUNTY, WASHINGTON, LIES WITHIN A PORTION OF LOT 7 SHOWN ON THIS A.L.T.A, SURVEY. THE PROPOSED MAIN ENTRANCE ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES WITHIN SAID PARCEL "A". OF SAID DEED. SAID PARCEL "A" LIES WITHIN THE LIMITED ACCESS AREA TO TUKWILA INTERNATIONAL BLVD. AFN 5133877: THIS DEED CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON A PORTION OF PARCEL "A" AS.DESCRIBED WITHIN SAID DEED FOR RIGHT-OF-WAY PURPOSES. IN ADDITION, SAID DEED ALSO CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) TO, FROM AND BETWEEN THE STATE HIGHWAY AND THE REMAINDER OF SAID PARCEL "A". PARCEL "A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 5133877, RECORDS OF KING COUNTY, WASHINGTON, LIES WITHIN A PORTION OF LOT 7 SHOWN ON THIS A.L.T.A. SURVEY. NO PROPOSED ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES WITHIN SAID PARCEL "A" OF SAID DEED. AFN 8611070566: THIS DEED CONVEYS AND QUITCLAIMS TO THE SABEY ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE, OR POTENTIAL EASEMENTS OF ACCESS, LIGHT VIEW, AND AIR) TO, FROM AND BETWEEN THE STATE HIGHWAY LYING SOUTHERLY OF HIGHWAY ENGINEERS' STATION 532+00 ON THE LINE SURVEY OF THE STATE HIGHWAY, SOUTH 118TH ST. TO JCT. S.S.H. NO. 1-K AND THE REMAINDER OF PARCEL "A" DESCRIBED WITHIN SAID DEED FILED UNDER AUDITOR'S FILE NUMBER 8611070566, RECORDS OF KING COUNTY, WASHINGTON. PARCEL "A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 8611070566, RECORDS OF KING COUNTY, WASHINGTON, LIES WITHIN A POR11ON OF LOTS 7 AND 8 SHOWN ON THIS A.L.T.A. SURVEY. NO PROPOSED ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES WITHIN SAID PARCEL "A" OF SAID DEED. B. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF NO PROTEST, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 8609021068, DATED SEPTEMBER 2, 1986, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION -PARAGRAPH 'NO. •9) 9. THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE.PURPOSE OF TELECOMMUNICATIONS FACILITIES, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20001019000148, DATED OCTOBER 19, 2000, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 10) 10. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF FIBER OPTIC CONDUIT AND RECIPROCAL EASEMENT, AS DISCLOSED BY INSTRUMENT RECORDED .UNDER AUDITOR'S FILE NUMBER 20010809001066, DATED AUGUST 9, 2001, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 11, FIBER OPTIC CONDUIT SHOWN HEREON, EASEMENT UNDETERMINED ON THIS SURVEY) 11. THIS PROPERTY IS SUBJECT TO A DECLARATION OF ACCESS, PARKING AND DRAINAGE EASEMENTS IMPOSED BY 14. THIS PROPERTY IS SUBJECT TO ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20030725900003. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE "A" IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT _OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. (PARAGRAPH NO, 1) 15. THIS PROPERTY IS SUBJECT TO A DEVELOPER EXTENSION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF A SANITARY SEWER SYSTEM, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBERS 20010523000481 AND 20010523000482 DATED MAY 23, 2DO1, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 2) 16. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF PROPERTY OWNER'S ENCROACHMENT INTO CITY RIGHT-OF-WAY, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 200108030DO205 DATED AUGUST 3, 2001, RECORDS OF KING COUNTY, WASHINGTON, (PARAGRAPH NO. 3) 17. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF FIBER OPTIC CONDUIT AND RECIPROCAL EASEMENT, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20010809001066, DATED AUGUST 9, 2001, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 4, FIBER OPTIC CONDUIT SHOWN HEREON, EASEMENT UIIDETERMINED ON THIS SURVEY) 18, THIS PROPERTY IS SUBJECT TO A DEVELOPER EXTENSION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF. FOR THE PURPOSE OF SEWER SERVICE, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20030616000543, DATED JUNE 16, 2003, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 5) 19. THIS PROPERTY IS SUBJECT TO ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20030725900003, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 1) 20. THIS PROPERTY IS SUBJECT TO A DEVELOPER EXTENSION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF A SANITARY SEWER SYSTEM, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBERS 20010523000481 AND 20010523000482 DATED MAY 23, 2001, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 2) 21. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF PROPERTY OWNER'S ENCROACHMENT INTO CITY RIGHT-OF-WAY, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20010803000205 DATED AUGUST 3, 2001, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 3) 22. THIS PROPERTYISSUBJECT TO AN AGREEMENT AND THE..TERMS -AND -CONDITIONS THEREOF, FOR THE PURPOSE OF FIBER OPTIC CONDUIT AND RECIPROCAL EASEMENT, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20010809001066, DATED AUGUST 9, 2001, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 4) 23. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF DEVELOPER EXTENSION, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20030616000543, DATED JUNE 16, 2003, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 6) 24. PARAGRAPH NO. 6 PERTAINS TO LIABILITY FOR GENERAL TAXES; SUPPLENENTAL TAXES, SPECIAL TAXES OR SURFACE WATER MANAGEMENT CHARGES SUBSEQUENT TO THE DATE OF THIS POLICY, TOGETHER WITH ANY INTEREST, PENALTY OR COSTS, AND DOES NOT PERTAIN TO MATTERS DISCLOSED BY THIS SURVEY. SURvEY NOM 1. LEICA/WILD. TPA 1.100. TOTAL STATION USED FOR THIS SURVEY. 2. THIS SURVEY EXCEEDS THE MINIMUM REQUIRED SURVEY PRECISION FOR FIELD TRAVERSES, AS SET FORTH BY WAC 332-130-090. 3. REFERENCE SURVEYS: BOUNDARY LINE ADJUSTMENT, AFN 200410089D0012 BOUNDARY LINE ADJUSTMENT, AFN 20030327SO0003 BOUNDARY LINE ADJUSTMENT, AFN 20001213900008 BOUNDARY LINE ADJUSTMENT, AFN 20000828900001 BOUNDARY LINE ADJUSTMENT, AFN 20010221001777 RECORD OF SURVEY, VOLUME 77 OF SURVEYS, PAGE 209 RECORD OF SURVEY, VOLUME 56 OF SURVEYS, PAGE 43 RECORD OF SURVEY, VOLUME 49 OF SURVEYS, PAGE 127 RECORD OF SURVEY, VOLUME 44 OF SURVEYS, PAGE 204 RECORD OF SURVEY, VOLUME 79 OF SURVEYS, PAGE 63 ALSO, AN UNRECORDED A.L.T.A./A.C.S.M. LAND TITLE SURVEY DONE BY BARGHAUSEN CONSULTING ENGINEERS, INC FOR THE SABEY CORPORATION DATED JANUARY 1999 AND TITLED "BOEING - EAST MARGINAL WAY CORPORATE PARK" 4. THE FLOOD ZONE DESIGNATION FOR THIS PROPERTY IS ZONE "X", ACCORDING TO THE FEMA FLOOD MAP PANEL NO. 53033CO960F, EFFECTIVE DATE MAY 16, 1995, ZONE "X" IS DESIGNATED AS AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN. 5. THE CITY OF TUKWILA ZONING DESIGNATION FOR THIS PROPERTY IS AS FOLLOWS: LOTS 6 AND 7 LIE WITHIN THE MIC/H ZONE AND LOT 8 LIES WITHIN THE MIC/L, C/LI AND LDR ZONES. MIC/H = MANUFACTURING INDUSTRIAL CENTER/ HEAVY INDUSTRIAL MIC/L = MANUFACTURING INDUSTRIAL CENTER/ LIGHT INDUSTRIAL C/LI = COMMERCIAL/ LIGHT INDUSTRIAL LDR = LOW DENSITY RESIDENTIAL THE SETBACKS FOR THE MIC/H ZONE ARE AS FOLLOWS: FRONT = 20 FEET SIDE AND REAR = NONE MAXIMUM BUILDING HEIGHT = 125 FEET NO FLOOR SPACE AREA RESTRICTIONS THE SETBACKS FOR THE MICA ZONE ARE AS FOLLOWS: FRONT = 20 FEET SIDE AND REAR = NONE MAXIMUM BUILDING HEIGHT = 4 STORIES OR 45 FEET NO FLOOR SPACE AREA RESTRICTIONS 6. AREA OF LOT 6 = 0.57 AC AREA OF LOT 7 = 5.49 AC AREA OF LOT 8 = 6.91 AC TOTAL AREA OF SITE = 12.97 AC 7. UTILITIES SHOWN HEREON (STORM, SANITARY SEWER AND WATER) ARE TAKEN FROM DESIGN DRAWINGS PROVIDED BY DAVID EVANS AND ASSOCIATES, INC. AND CHS ENGINEERS TO SABEY CORPORATION FOR THE CONSTRUCTION OF THE DEPARTMENT OF HOMELAND SECURITY BUILDING AND PARKING AREA. THE UTILITIES HAVE NOT BEEN FIELD LOCATED NOR VERIFIED TO THE EXTENT OF THEIR HORIZONTAL POSITION OTHER THAN BY VISUAL INSPECTION IN THE FIELD OF FIRE HYDRANTS AND STORM AND SANITARY SEWER STRUCTURE LIDS. REFER TO SAID DESIGN DRAWINGS FOR FURTHER DETAIL OF THESE UTILITIES. 8. PARKING STALL COUNTS: r ie Uu�-sh River Hwy. 599 SITE ` u S. 124th � to ��` •,(L VICINITY MAP NO SCALE LEGAL DESCRIPTION (PER TRMiSNATION TITLE INSURANCE COMPANY, COMMITMENT NO. 800-10140309 DATED JULY 21, 2003; LOT 7 LEGAL DESCRIPTION EXCEPTED) PARCEL A: LOT 8, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. BLA L02-057, RECORDED UNDER KING COUNTY RECORDING NO. 20030327900002; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: LOT 6, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. BLA L03-034, RECORDED UNDER KING COUNTY RECORDING NO. 20030725900003; LOT 7, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT.NO. BLA L04-060, RECORDED UNDER KING COUNTY RECORDING NO. 20041008900012; SITUATE 1N THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: A NON-EXCLUSIVE EASEMENT FOR CONDUIT FACILITIES AND ACCESS, PARKING AND DRAINAGE AS ESTABLISHED BY AGREEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS 20010809001066 AND 20030523002434, SURVEYOR'S CERTIFICATION TO. WASHINGTON CAPITAL JOINT MASTER TRUST MORTGAGE INCOME FUND AND/OR ITS ASSIGNS, TRANSNATION TITLE INSURANCE COMPANY AND INTERNATIONAL GATEWAY EAST III, LLC. THIS IS TO CERTIFY THAT: �I) THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR A.L.T.A./A.C.S.M. LAND TITLE SURVEYS,"....101NTLY..ESTABLISHED..AND.-ADOPTED•BY A.LT,A.,-A,G.S.M.-AND•-I.F,RS...IN..1999•AND INCLUDES ITEMS 2, 3, 4, 6, 7(a), 7(b,1), 8, 9, 10, 11(a), 11(b), 13, 14, 15 AND 16 OF TABLE A THEREOF, (!I) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY A.L.T.A. AND A.C.S.M. AND IN EFFECT ON THE DATE OF THIS CERTIFICATION), THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL TOLERANCE; ut THERE ARE NO IMPROVEMENTS, ENCROACHMENTS OR USES EXCEPT AS SHOWN AND AS NOTED; iv) THE BOUNDARY(S) OF THE PROPERTY(S) FORMS A MATHEMATICALLY CLOSED FIGURE. R ERT C. HERMANN, P.L.S. �",+F. • • •x REGISTRATION NO. 16904 0/-//-.2aos to. :04 .c DATED 8904 00 GIs pit .. * j0NAL.yAly4g EXPIRES 12/8/2D06 INSTRUMENT RECORDED ON MAY 23, 2003, UNDER RECORDING NO. 20030523002434, RECORDS OF KING COUNTY, THERE ARE 376 STANDARD PARKING STALLS. WASHINGTON. THERE ARE 72 COMPACT PARKING STALLS. (EXCEPTION PARAGRAPH NO. 12) THERE ARE 2 VAN HANDICAPPED PARKING STALLS. THERE ARE 8 HANDICAPPED PARKING STALLS. 12. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR. THE PURPOSE THERE ARE 5 CARPOOL PARKING STALLS. OF DEVELOPER EXTENSION, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20030616000543, DATED JUNE 16, 2003, RECORDS OF KING COUNTY, WASHINGTON. TOTAL NUMBER OF PARKING STALLS IS 463. (EXCEPTION PARAGRAPH NO. 13) 13. THIS PROPERTY IS SUBJECT TO ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY CITY OF TUKWILA BOUNDARY LINE ADJUSTMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS 20030327900002 AND 20030725900003. RIGHTS OR BENEFITS, 1F ANY, RECEIVED WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT(S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY CITY OF TUKWILA DESCRIBED IN SCHEDULE A. (EXCEPTION PARAGRAPH NO. 14) JAN 0 6 2015 PERMIT CENTER Tenant: USCIS D20 Office Revisions 12500 TUKWILA INTERNATIONAL BLVD. THIRD FLOOR TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR TUKWILA, WA 98168-5121 � � t burgess design I interiors Q architecture 1326 Fifth Avenue , Suite 400. Seattle Washington 98101 T: (206) 587,7120 F: (206) 587,7122 All reproduction & intellectual property rights reserved c 2012 �. REVIEVIJE Cot)PLIANU �� APPR JAN 2 0 N15 CIS OfTuI(3ION BOIL )ING ® Professional seal No. Issue Description Date REVIEW SET 11.05.14 REVIEW SET 11.21.14 PERMIT SET 01.06.15 Drawn by: GG Reviewed by: RM Project No: LEGAL DESCRIPTION b)FD 010mb Original drawing is 24" x 36". Scale entities accordingly if reduced G,003 0 7 AREA OF CONSTRUCTION / 0 —f--- — — — — — — — — — — ❑ 1 1 EXISTING CONFERENCE ROOM 1 I I I I I I I L-__----J 2 1 1 L L—J LIyu 1 1 L-J 1 1 -------------------- ------------------------------- ------- + i------------- k_0 1 1 file-17 1 1 5O L�J -----T------- ' AREA OF CONSTRUCTION DEMOLITION PLAN 0 8' 16' 24' DEMOLITION SYMBOLS EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES c- 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 PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 5. 'PATCH AND REPAIR ALL GWB WHERE DEMOLITION OCCURS. KEYED DEMOLITION NOTES ORELOCATE EXISTING DOOR, INFILL OPENING TO MATCH EXISTING — PATCH AND REPAIR WALLS AND FLOOR FINISH AS REQUIRED — VERIFY LOCATION OF OUTLETS, DEMO IF NEEDED. O DEMOLISH EXISTING WALL, RELOCATE EXISTING 1V OUTLETS TO NEW WALL — PATCH AND REPAIR FLOOR AND CEILING AS REQUIRED. 33 NOT IN CONTRACT AND BY COI (FURNITURE VENDOR): REMOVE (4) WORKSTATIONS, SAVE FOR REUSE. 4O RELOCATE EXISTING FLOOR BOX — CONFIRM NEW LOCATION WITH NEW TABLE FURNITURE. FLOOR IS P.T. SLAB AND WILL REQUIRE X—RAY OR SONAR AS APPROVED BY BUILDING MANAGEMENT. EXISTING PENETRATION WILL BE FILLED WITH FIRE SAFING TO MATCH FLOOR FIRE RATING (2 HOUR MINIMUM). PROVIDE 1 1/2" OF QUICKCRETE AT TOP OF FIRE SAFING FLUSH WITH FLOOR SLAB. < RELOCATE EXISTING CARD READER / ALARM TO NEW DOOR LOCATION, SEE A/A.C.01 O_VONOT USED OF PARTITION & AREA OF CONSTRUCTION MULLION, TYP,, F — -- -- ❑ El 1 1 1 NEW NEW NEW 1 EXISTING 1 j 13 OFFICE OFFICE 13 OFFICE S3 CONE. ROOM 301 302 303 304 10 OCCUPANT LOAD: 345 1 1 SQ.FT./15 = 23 ��- --—•--,---------------------------------------------------+ 1 1 � L i F.E.C. 15 1 0 1 AREA OF CONSTRUCTION CONSTRUCTION PLAN 1/8 991 019 0 8' 16' 24' SYMBOL LEGEND KEYED CONSTUCTION NOTES EXISTING CONSTRUCTION TO REMAIN 11 RELOCATED EXISTING DOOR. ONEEMNEW NEW INSULATED FULL HEIGHT INTERIOR PARTITION CONSTRUCTION, PER DETAIL J/A.9.1 12 NEW CHAIR RAIL TO MATCH EXISTING MATERIAL, FINISH, AND MOUNTING HEIGHT. 13 PAINT ALL NEW WALLS, PATCHED AREAS, AND ALL OF CONFERENCE ROOM — TO MATCH EXISTING. GENERAL CONSTRUCTION NOTES <8> PROVIDE RUBBER BASE AT ALL NEW WALLS , TO MATCH EXISTING. 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 15 REFER TO FURNITURE PLAN FOR COUNTERTOP CHANGES. 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 IL 9. REFILL ANY ABANDONED CORE DRILL HOLE OR SIMILAR WITH FIRE PROOFING THAT MATCHES THE FLOOR RATING. UON. 10. PAINT ALL NEW WALLS, PATCHES, AND CONFERENCE ROOM TO MATCH EXISTING. 11. PROVIDE RUBBER BASE AT ALL NEW WALLS, TO MATCH EXISTING. 12. PATCH AND REPAIR CEILING GRID AT NEW WALL PENETRATIONS, 13. THE GENERAL CONTRACTOR WILL ALSO RELOCATE/REPLACE ANY OTHER EXISTING HARDWARE FOR NEW DOORS THAT IS NOT NOTED IN THIS DRAWING SET. Tenant: USCIS D20 Office Revisions 12500 TUKWILA INTERNATIONAL BLVD. THIRD FLOOR TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR TUKWILA, WA 98168-5121 • •I � . r burgess design I interiors © architecture 1326 Fifth Avenue. Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2012 OR RE,'V1COMPLIPAOE SAN 2 0 2®15 pity ®f � ��111D1t4� �0 Professional seal No. Issue Description Date REVIEW SET 11.05.14 REVIEW SET 11.21.14 PERMIT SET 01.06.15 Drawn by: GG Reviewed by: RM Project No: DEMOLITION AND CONSTRUCTION PLAN RECEIVED CITY OF TUKWILA Original drawing is 24" x 36". Scale entities accordingly if reduced JAN 0 6 2015 PERMIT CENTER A02A* I AREA OF CONSTRUCTION i---------- ------+------------- --------- 1 i---i---I---,----i-- 4---r - - - - 1 1 1 ----r ���---T%'r---I— L___j--- L< - _j 1 1 l I I I I I I I 1 7 -7;�7 • CEILING DEMOLITION PLAN ot �� - 1 /81 9- 0" 0 8' 16' 24' CEILING LEGEND - LIGHTING KEYED CEILING DEMOLITION NOTES SYMBOL DESCRIPTION/SPEC ® EXISTING -EXIT SIGN TO REMAIN. COORDINATE WITH CODE O REMOVE EXISTING CEILING GRID AND RELOCATE LIGHT FIXTURES PER NEW BUILD -OUT. OFFICIAL. O RELOCATE EXISTING LIGHT SWITCH AND EXIT SIGN ACCORDINGLY TO THE NEW DOOR LOCATION. EXISTING 2' X 4' FLUORESCENT EXISTING EXIT SIGN TO BE FIXTURE TO REMAIN. RELOCATED O NOT USED. 4O 5O NOT USED r � ,sj EXISTING 2' X 4' FLUORESCENT R O. RELOCATED EXIT SIGN. COORDINATE FINAL LOCATION _ FIXTURE TO BE RELOCATED. WITH CODE OFFICIAL. R RELOCATED 2' X 4' FLUORESCENT FIXTURE. CEILING LEGEND - CONTROLS SYMBOL DESCRIPTION 40 NEW OFFICE STANDARD LIGHT SWITCH AREA OF CONSTRUCTION ----------------+------------------ -6 Interior Lighting Summary LTG —SUM 11-2013 Project Info project Address: USCIS D20 OFFICE REVISIONS Date 11/05/14 12500 TUKWILLA INTERNATIONAL BLVD., 3RD FLOOR For Building Department Use SEATTLE, WA 98168 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, #400, SEATRE, WA 98101 Applicant Phone: 206 587 7120 Project Desal tion ❑ New Building 0 Addition ® Alteration ❑ Plane Included Lighting Cornplaince Path ❑ Lighting Power Density Calculations ❑ Total Building Performance (If Total Bullding Performance then only LGT—CHK ;is required) Lighting Power Allowance Method ❑ Building Area Method ❑ Space—By-Spoce Method Interior Lighting System ocisnNG BUILDING SY M Description Briefly describe righting system type and features Additions and Change of Space Use (C101.4.3 & C101.4 4) ❑ Addition area or Change of Space Use area compiles with all applicable provisions as stand alone project ❑ Addition area is combined with existing building lighting syde m to demonstrate compliance with all applMwbia proMorts per C101.4.3 Prw4de Building Area Method (LTG—INr—BLD) or Space —By —Space Method (LTG—INr—SPACE) Compliance Form. Document maximum alloved and proposed (including existing if apprxable) righting wattage of Addition or Change of Use space. Provide applicable righting controls per C405.2 and commissioning of Fighting controle per C405.13. . Alterations, Renovations and Repairs (C101.4.3.1) ❑ 60% or mono of luminaries in space replaced Provide Building Area Method (LTG—INr—BlD) or Space —By —Space Method (LTG—INr—SPACE Compliance Form. Document maximum allowed wattage within the righting rebofd space in Maximum Allowed Wattage table and proposed (including existing) righting wattage in Proposed Wattage table. Retrofit and non—retroft spaces shall be documented separately using multiple forms. ❑ Less than 60% of luminaries in space 'replaced Provide separate Space —By —Space Method (LTG—INr—SPACE Compliance Form for this retrofit area. Document existing total wattage wdhF the righting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) righting wattage in proposed Wattage table. ❑ lamp and/or ballast ropkoement within existing luminaries only .-existing total interior building wattage not. increased ❑ New wiring installed to serve added fixtures and/or fixtures relocoted to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.23), and commissioning of righting controls per C405.13 ❑ New or moved lighting panel Provide applicable lighting controls as rated for New Wiring, automatic time switch conkbM (C405.2.2.1), and commissioning of lighting controls per C405.13 ® Space is reconfigured —luminaries unchanged or moved only Provde applicable Fighting controls as noted for New Wiring and commissioning of lighting controls per C405.13 ❑ No danges are being made to the interior lighting and space use not changed. C 0 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFEiY 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. PROVIDE, EGRESS ILLUMINATION PER 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 T0:' NEW TENANT ` SPACE. 101THE 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. 11.. RE —SWITCH . ROOMS AS NEEDED. 12.. RELOCATE FIRE..' SPRINKLERS AND HVAC DIFFUSERS AS NEEDED. KEYED. RCP NOTES < PROVIDE NEW ;CEILING GRID AND ACT CEILING AT SHADED AREA ALIGN WITH EXISTING. REFER TO M/A.9.1 FOR ACT INSTALLATION REQUIREMENTS. < PROVIDE OCCUPANCY SENSOR PER WASHINGTON ENERGY CODE C405.2.2.2. O8 PROVIDE NEW CEILING GRID. AND ACT CEILING AT NEW OFFICES, CENTER GRID IN EACH ROOM. CONFIRM THAT PROVIDED LIGHTING IN FOOTCANDLES IS PER LEASE. Tenant: USCIS D20 Office Revisions 12500 TUKWILA INTERNATIONAL BLVD. THIRD FLOOR TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR TUKWILA, WA 98168-5121 burgess design I interiors Q architecture 1326 Fifth Avenue. Sulte 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2012 �IVV'� coof- A IPA 2 city 0 T"I"I'a 131jll.:)NIS12N Professional seal "NUALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 11.05.14 REVIEW SET 11.21.14 PERMIT SET 01.06.15 Drawn by: GG Reviewed by: RM Project No: CEILING DEMOLITION & REFLECTED CEILING PLAN bl�Omb Original drawing is 24" x 36°. Scale entities accordingly if reduced A02B., I o� o�� l � _ z AREA OF CONSTRUCTION ------~----------------------------------- 0------ 1 _.._._........� � N N N — C—D�1 O NEW NEW NEW EXISTING ON ` 1 OFFICE N OFFICE N CONF. ROOM 3 _. _...,._ ". TYP. OFFICE N N N 1 i OTYP. 301 302 303 2 304t;'µ , N N ry, — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r 8 t f —-------�--� ------ -------I —r ' I1—L-------- F.E.C. PIER —..� 1 1 1 4 :. r----------------FF1 eRce nc NnrucTRf 1rT1nu POWER, DATA, &FURNITURE PLANB� v8A = ,�- oT 0 8' 16' 24' IL A — (1) Duplex electrical outlet on centerline of display wail at standard outlet height. 13 — (1) Dual Duplex electrical outlet 18* to the left of Centerline on display wall at 60* AM C — (1) Two Gang back box, 2.5* minimum depth. 18' to the right of centerline on display wall at 64' AFF with (1) W conduits and pull string to box D, (1) %" conduit to AFC. D — (1) Two Gang back box with (1) VV conduit and pull string to box C and (1) Y" Conduit and string to floor box under table If provided. F — (1) Standard USCIS LAN with (2) data and (1) voice collocated with dual duplex electrical receptacle B. Cable TV drop should be added to LAN plate F if applicable to scope. G — (1) Standard USCIS LAN with (2) data and (1) voice collocated with duplex electrical receptacle A. H — (1) minimum 4'-0" x W-01 aheet of fire treated plywood blocking. Mounted flush in wall on centerline of table location centered at 500 AFF to support o weight of 125 LBS with a five times safety factor. K POWER, DATA MOUNTING DIAGRAM NOT TO SCALE WALL MOUNTED DEVICES ,SYMBOL:,,, ; DESCRIPTION R, ID R 7. EXISTING TO REMAIN CR ACCESS CONTROL SYSTEM VERIFY TYPE AND SYSTEM REQUIREMENTS WITH CIS SECURITY. # DUPLEX, OUTLET (TOP OF ELECTRICAL PLATE TO BE AT 18' A.F.F., U.N.O. — VERIFY WITH OFFICE STD.) QUADRAPLEX OUTLET (TOP OF ELECTRICAL PLATE TO BE AT 18" A.F.F., U.N.O. — VERIFY WITH OFFICE STD.) DEDICATED DUPLEX! OUTLET (TOP OF ELECTRICAL PLATE TO BE AT 18' A.F.F., U.N.O. — VERIFY WITH OFFICE STD.) VOICE & DATA COMBINATION OUTLET (TOP OF ELECTRICAL PLATE TO BE AT 18' A.F.F., U.N.O. — VERIFY WITH OFFICE STD.) -© CABLE OUTLET FLOOR MOUNTED DEVICES FLOOR MOUNTED BOX COMBINATION VOICE & DATA OUTLET AND POWER OUTLET — CONFIRM AND COORDINATE REQUIREMENTS EXACT LOCATION WITH TENANTS AND FURNITURE VENDOR. GENERAL ELECTRICAL NOTES = t 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 DATA CONTRACTOR AS THE FURNISHER AND INSTALLER OF THE VOICE DATA SYSTEM. REFER TO THE STANDARDS FOR IT CONSTRUCTION' PROVIDED TO GSA FOR TYPE OF CABLING TO BE PROVIDED AND TYPE OF VOICE DATA OUTLETS. THIS WILL INCLUDE ALL DATA LINES 'NEED TO BE CONNECTED TO THE FINAL BOX/RECEPTACLE AT THE END USER AREA AND TESTED TO SERVER ROOM. 6: REFER TO L/A.9:1FOR GENERAL ALIGNMENT INFORMATION. KEYED SHEET NOTES O PROVIDE NEW ELECTRICAL AND VOICE DATA AS REQUIRED BY FURNITURE DESIGN. O PROVIDE BLOCKING (SEE A/A.9.1) FOR (2) 60" FLATSCREEN TV'S (PROVIDED BY TENANT) — COORDINATE ELECTRICAL WITH MOUNTING BRACKETS, PROVIDE CABLE OUTLET TO WEST TV. REFER TO A/V CONSULTANT DRAWING FOR MOUNTING DIMENSION AND NOTES, K/A.2C.1. 3 > BY C01 (FURNITURE VENDOR): RELOCATE FLOOR BOX TO BE COVERED BY TABLE PEDESTAL. FLOOR IS P.T. SLAB AND WILL REQUIRE X—RAY OR SONAR TESTING OF SLAB PER BUILDING MANAGEMENT APPROVAL PROVIDE COMPLETE ELECTRICAL AND DATA TO TWO OUTLET BOXES IN TABLE AFTER INSTALLATION OF TABLE. SERVICE INCLUDING POWER AND VOICE CONNECTIONS IS TO MATCH EXISTING. VERIFY WHAT THE FURNITURE VENDOR TYPE OF ELECTRICAL CONNECTIONS FOR TABLES. IF THE TABLE IS A SIMPLE ELECTRICAL/DATA PLUG CONNECTION THEN THE FURNITURE INSTALLERS CAN PLUG IN THE CONNECTIONS. IF THE TABLE IS HARD WIRED THEN THE ELECTRICAL CONTRACTOR WILL NEED TO BE AVAILABLE FOR THE ELECTRICAL/DATA COMPLETION. THE CONNECTIONS SHOULD RUN FROM THE FLOOR TO THE TABLE. 4O NEW (1) QUAD POWER OUTLET AND (1) VOICE DATA OUTLET AT NEW WORKSTATION. 5 > RELOCATED EXISTING COPIER AND SAFE — NEW DEDICATED POWER AS NEEDED. > RELOCATED EXISTING CARD READER / ALARM TO NEW DOOR LOCATION. THE GENERAL CONTRACTOR WILL ALSO RELOCATE/REPLACE ANY OTHER EXISTING HARDWARE FOR NEW DOORS THAT IS NOT NOTED IN THIS DRAWING SET. O NEW (2) DUPLEX POWER OUTLET AND (1) VOICE DATA OUTLETS AT NEW WORKSTATION. i > RELOCATE (2) CABINETS TO NEW LOCATION. CUT DOWN EXISTING COUNTERTOP AND RE —EDGE. PROVIDE NEW COUNTERTOP OVER (2) RELOCATED CABINETS TO MATCH EXISTING CONSTRUCTION AND FINISH. FURN'1TURE- BY C.O.I., Steelcase,& Herman., Miller (Furniture Vendors) A. PROVIDE NEW FURNITURE DESIGN AT ;(3) NEW OFFICES B. PROVIDE (1) NEW WORKSTATION - MODIFIED DESIGN C. RELOCATED (1) WORKSTATION D. RELOCATED EXISTING CREDENZA E: NEW CONFERENCE; ROOM TABLE AND CHAIRS NOTE: RELOCATE EXISTING TABLE AND CHAIRS TO SECOND FLOOR CONFERENCE ROOM. Tenant: USCIS D20 Office Revisions 12500 TUKWILA INTERNATIONAL BLVD. THIRD FLOOR TUKWILA, WA 98168 I. i 0 +,. A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR TUKWILA, WA 98168-5121 tw"r r burgess design I interiors Q architecture 1326 Fifth Avenue. Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2012 Professional seal r ALAN MOROAN WASHINGTON No. Issue Description Date REVIEW SET 11.05.14 REVIEW SET 11.21.14 PERMIT SET 01.06.15 RECEIVED CITY OF TUIKWILA IAN 0 6?015 PERMIT CENTER Drawn by: GG Reviewed by: RM Project No: POWER, DATA & FURNITURE PLAN bV5 1'a�Ob Original drawing is 24" x 36". Scale entities accordingly if reduced A92CO I DOOR & HARDWARE GENERAL NOTES 12 GA. BRACING WIRE VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT SEISMIC COMPRESSION STRUT GENERAL REQUIREMENTS 12'-0" O.C. MAX. IN EACH ; 1. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. DIRECTION AS NEEDED. REFERENCED SOURCES PER . HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, C 12 GA. VERTICAL HANGER WIR 636, ' E580, M580), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION 2. DOOR /HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC &ACCESSIBILITY REQUIREMENTS. AT 4'-0" EACH WAY WITH ASSOCIATION (CISCA). BOTTOM OF FINISHED CEILING MINIMUM 3 TIGHT TURNS IN PARTITION THAT!ARE ARE TIED TO THE CEILING AND ALL. PARTITIONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO 3. REFER TO L/A.9.1 FOR DOOR HARDWARE ALIGNMENT INFORMATION. 1 1/2" BOTH ENDS OF WIRE STRUCTURE. BRACING SHALLBE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER ASCE 7-10. ALL MAll N BEAMS TO BE 'HEAVY. DUTY, PER ASTM E580. MAX. T1'P. CEILING 7'LESS ,THAN OR `EgUAI TO 144 SQFr' AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMICREQUIREMENTS PER ASTM E580. DOOR S C H E D U L E THESE AEQUIREM[:NTS ARE INTENDED FOR,SUSPENDED CEWNGS AWD'RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS- PER ASTM E580. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES, :TWELVE GALE • HANGER WIRE -SPACED: 4' O.C.;: PER ASTM C 636 ITEM 2.3.4. DOOR a rn CHANGES IN CEILING` PLANES: WILL REQUIRE POSITIVE BRACING. PER ASTM E580. 'W ANCHOR BRACKET: 6"X16ga o TYP. LATERAL FORCE BRACING` UNPUNCHED STUD TRACK, m - o ATTACH TO 3 STUDS MIN. Z 3 =UJ 3 CROSS RUNNER TYP. CEILjNG:CONSTRUCTED OF SCREW'OR.NAIL ATTACHED GYB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR THE STRUCTURE LU rn SOFFfIS'THAT ARE' LATERALLY BRACED TO ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10. o z z z MAIN RUNNER CEILING AREAS OF 1000 SQFr OF LESS SHALL BE `EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASTME580. DISTANCE FROM BRACING LATERAL FORCE BRACING IS THE USE OF VERTICAL 'STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. 300 3'-0" : STD. A 3 H.M. - RELOCATED DOOR & HARDWARE WIRES TO CROSS RUNNERS 2" MAX. 301 3'-0" STD. A 1 H.M. - TO MATCH EXISITNG STD. OFFICE DOOR HARDWARE, DOOR AND FRAME. LATERAL ;FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN NO FARTHER THAN 6' FROM WALLS. ASTM E580. 3 STUDS MIN. PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC-1615 MINIMUM STANDARD: SEISMIC: SPLAY WIRES SHALL BE ATTACHED TO THE FRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A 302 3'-0" STD. A 2 H.M. - TO MATCH EXISITNG STD. OFFICE DOOR HARDWARE, DOOR AND FRAME. SECTION ASCE 7-10 SEE NOTES ON M/A.9.2. DESIGN ;LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2 WHICHEVER IS GREATER PER 303 3'-O" STD. A 2 H.M. - TO MATCH EXISITNG STD. OFFICE DOOR HARDWARE, DOOR AND FRAME. COORDINATE ANCHOR BRACKET FINISHED FLOOR CISCA ZONES 3-4. HARDWARE GROUP LOCATIONS W/ CASEWORK & POWDER ACTUATED FASTENERS (PAPS) WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN EQUIPMENT WHERE SCHEDULED, AND MANUR MOUNTING USE OF 2 SEISMIC BERC CLIP AT MOULDING CATEGORIES D, E, F SHALL HAVE AN ICC-ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION INSTRUCTIONS APPROVED BY CITY. IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES ARE EXEMPT FROM THIS REQUIREMENT. HARDWARE GROUP HARDWARE REMARKS GROUP 1 SINGLE, OFFICE LOCKSET 1 OFFICE FUNCTION LOCKSET 3 HINGES CONFIRM HARDWARE MATCHES EXISTING OFFICE STANDARD SPLAY WIRES SHALL BE FOUR 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 ASTM E 580. NON -RATED 1 WALL -MOUNTED DOOR STOP IF NEEDED SPLAY;WIRES ARE TO BE WITHIN 2' OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASTM E580. GROUP 2 1 STOREROOM FUNCTION LOCKSET (E) ACCESS CONTROL SYSTEM (BY OTHERS) STANDARD BLOCKING DETAIL ACT SEISMIC BRACING DIAGRAM SINGLE, LOCKSET WITH ACCESS (3) HINGES (E) SYSTEM SHALL COMPLY WITH CEILING WITH PLENUMS ; LESS THAN 12' TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. INTERNATIONAL BUILDING CODE SECTION 1 /4" M OF STRUCTURE 4T -1 GWB TO METAL STUDS LEG TOP TRACK _R DRIVEN FASTENER ® 24"oc CEILING AS SCHEDULED 2 1/2' X 20 GA. (33 MILS) METAL STUDS STUDS 24' OC, TO 11'-7" MAX. HEIGHT INSULATION UON ON PLANS POWDER DRIVEN FASTENER 0 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB NTS NON -RATED FLOOR TO DECK PARTITION 3" = 1'_0„ 0„ 4„ $„ 12„ CONTROL 1 DOOR CLOSER (E) 1008.1.9.8 AND ANY LOCAL 1 FLOOR -MOUNTED DOOR STOPS (E) (1) SMOKE SEAL (E) (1) ELECTRIC STRIKE (E) REQUIREMENTS. SEE SPECIAL NOTES BELOW FOR ACCESS CONTROL FOR MORE INFORMATION DOOR TYPES BUILDING STANDARD HOLLOW METAL DOOR FRAME PAINT TO MATCH SUITE \ STANDARD FLUSH S.C. W WOOD DOOR FINISH TO MATCH SUITE STANDARD M WIDTH A SPECIAL NOTE FOR ACCESS CONTROL IBC 1008.1.9.8 ACCESS CONTROL EGRESS DOORS. THE ENTRANCE DOORS IN A MEANS OF EGRESS IN BUILDINGS WITH AN OCCUPANCY IN GROUP A, B, E, 1-2, M; R-1, OR R-2 AND ENTRANCE DOORS TO TENANT SPACES IN OCCUPANCIES IN GROUPS A, B, E, 1-1, M, R-1 ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM WHICH SHALL BE INSTALLED IN ACCORDANCE WITH ALL OF THE FOLLOWING CRITERIA: 1. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING THE DOOR. THE DOORS SHALL BE ARRANGED TO UNLOCK BY A SIGNAL FROM OR LOSS OF POWER TO THE SENSOR. 2. LOSS OF POWER TO THAT PART OF THE ACCESS CONTROL SYSTEM WHICH LOOKS THE DOOR SHALL AUTOMATICALLY UNLOCK THE DOORS.. 3. THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED DOORS. READY ACCESS SHALL BE PROVIDED TO THE MANUAL UNLOCKING DEVICE AND THE DEVICE SHALL BE CLEARLY IDENTIFIED BY A SIGN THAT READS "PUSH TO EXIT." WHEN OPERATED, THE MANUAL UNLOCKING DEVICE SHALL RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK -- INDEPENDENT OF HE ACCESS CONTROL SYSTEM ELECTRONICS AND THE DOORS SHALL REMAIN UNLOCKED FOR A MINIMUM OF 30 SECONDS. 4. ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOORS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM SYSTEM HAS BEEN RESET. 5. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEMS, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOORS. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM SYSTEMS HAS BEEN RESET. .6. ENTRANCE DOORS IN BUILDINGS WITH AN OCCUPANCY IN GROUP, A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS. THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. IBC 1008.1.9.9 ELECTROMAGNETICALLY LOCKED EGRESS DOORS. DOORS IN THE MEANS OF EGRESS THAT ARE NOT OTHERWISE REQUIRED TO HAVE PANIC HARDWARE IN BUILDINGS WITH AN OCCUPANCY IN GROUP A, B, E, M, R-1 OR R-2 AND DOORS TO TENANT SPACES IN GROUP A, B, E, M, R-1 AND R-2 SHALL BE PERMITTED TO BE ELECTROMAGNETICALLY LOCKED IF EQUIPPED WITH LISTED HARDWARE THAT INCORPORATES A BUILT-IN SWITCH AND MEET THE REQUIREMENTS BELOW. 1. THE LISTED HARDWARE THAT IS AFFIXED TO THE DOOR LEAF HAS AN OBVIOUS METHOD OF OPERATION THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITION. 2. THE LISTED HARDWARE IS CAPABLE OF BEING OPERATED WITH ONE HAND. 3. OPERATION OF THE LISTED HARDWARE DIRECTLY INTERRUPTS THE POWER TO THE ELECTROMAGNETIC LOCK AND UNLOCKS THE DOOR IMMEDIATELY. 4. LOSS OF POWER TO THE LISTED HARDWARE AUTOMATICALLY UNLOCKS THE DOOR. 5. WHERE PANIC OR FIRE EXIT HARDWARE IS REQUIRE BY 1008.1.10, OPERATION OF THE LISTED PANIC OR FIRE EXIT HARDWARE ALSO RELEASES THE ELECTROMAGNETIC LOCK. NTS VERTICAL STRUTS MAY BE EMT CONDUff, METAL STUDS OR PROPRIETARY COMPRESSION POST. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTM E580. 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 ASTM E580: WHERE .SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A DINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE FRID,AND INDEPENDENTLY SUPPORTED AND. LATERALLY BRACED TO THE STRUCTURE ABOVE TARE DEEMED''TO BE �EQIJIV T to WALLS. PER ASTM E580. SPREADER BARS TERMINAL ENDS Or MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT- THEIR SPREADING: STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH WAL' PER AS'TTrt E580 SPREADER BADS E NbT RE0.IRED'AT PERIMETERS "WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL t. WHERE SUBSTANITA TIMG DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE".REQUIREMENTS 'FOR 1NE' ,SPREAI)ER BARS. HANGER (SUSPENSION) WIRES H QN k AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636. 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 34. POWDER DRIVEN FASTENERS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTAINENCE OF ALL OTHER REQUIREMENTS. . TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER ASTM E580. WIRCSHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED'.WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580. ELECTRICAL FIXTURES LIGHT. FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580. 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 ASTM E580. UGHT'FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS PER ASTM E580. 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 ASTM E580 TANDEM FIXTURES MAY UTILIZE COMMON WIRES.' MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING' (THEM TO'.THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED HANGERS. PER ASCE 7-10. SEISMIC !SEPARATION';;IOINTS FOR CEILING AREAS 'EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED:UNLEss-ANALYSES ARE'P,ERFORM'.OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENErRAT10NS TO PROVIDE SUFFICIENT CLEARANCE. PER 'ASCE 7=10. THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF IN:`LIEU ;OF SEISMIC=SEPARA110N JOINTS THE CEILING MAY BE DIVIDED INTO AREAS OF LESS THAN BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS. PARTITIONS SHALL EXTEND A MINIMUM OF 6" ABOVE THE LEVEL OF THE PLANE OF THE GIRD AND SHALL BE UNDEPENDABLY' BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLAN OF THE`GIRD AND Ski -BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. ASTM E580. 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" FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580.. ACT NOTES MNTS Tenant: USCIS D20 Office Revisions 12500 TUKWILA INTERNATIONAL BLVD. THIRD FLOOR TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR TUKWILA, WA 98168-5121 a• 1 r burgess design I interiors Q architecture 1326 Fifth Avenue. Suite 400, Seattle Washington 98101 T: (206)587,7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2012 C O PLiANCE o� o D 10 2 0 Z0115 City of Tumvila �t\11SIO t T�tti�.�9t�� Professional seal No. Issue Description Date REVIEW SET 11.05.14 REVIEW SET 11.21.14 PERMIT SET 01.06.15 F-IE-En irn CITY OF TUKWILA AN AI n C 2a15 PEIZM"T CENTER Drawn by: GG Reviewed by: RM Project No: DOOR SCHEDULE/ DETAILS bkvj� Original drawing is 24" x 36". Scale entities accordingly if reduced A69J _.-