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HomeMy WebLinkAboutPermit D09-061 - DHS - TENANT IMPROVEMENTDEPARTMENT OF HOMELAND SECURITY 12500 TUKWIIA INTERNATIONAL BL D09 -061 Parcel No.: Address: Suite No: Tenant: Name: DEPARTMENT OF HOMELAND SECURITY Address: 12500 TUKWILA INTERNATIONAL BL, STE 420 , TUKWILA WA Owner: Name: INTERNATIONAL GATEWAY EAST LLC Address: 12201 TUKWILA INTL BLVD 4TH FLR , SEATTLE WA 98168 Phone: Contact Person: Name: Address: Phone: Contractor: Name: Address: Phone: Contractor DESCRIPTION OF WORK: TI TO 2181 SF AREA TO INCLUDE NEW WALLS, CEILINGS, LIGHTING, AND CARPETING THROUGHOUT SPACE. NO STRUCTRUAL WORK. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cit,of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 7340600602 12500 TUKWILA INTERNATIONAL BL TUKW DEVELOPMENT PERMIT GLENN PARRY 12201 TUKWILA INTERNATIONAL BL 4TH FLOOR , SEATTLE WA 98168 206 730 -4983 SABEY CONSTRUCTION INC. 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 206 - 281 -4700 License No: SABEYCI033KM $125,000.00 * * continued on next page ** D09 -061 Permit Number: Issue Date: Permit Expires On: Expiration Date: 01/06/2011 Fees Collected: International Building Code Edition: Occupancy per IBC: D09 -061 06/04/2009 12/01/2009 $2,642.11 2006 0008 Printed: 06 -04 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: City 41 Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Print Name: doc: IBC -10/06 Permit Number: D09 -061 Issue Date: 06/04/2009 Permit Expires On: 12/01/2009 Date: V/ 1041 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pre - e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo e of work. I am authorized to sign and obtain this development permit. Signature: W -. Date: 67 G 4 c 5' A r(�, /ay.,// This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -061 Printed: 06 -04 -2009 Parcel No.: 7340600602 Address: Suite No: Tenant: 12500 TUKWILA INTERNATIONAL BL TUKW DEPARTMENT OF HOMELAND SECURITY 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS • Permit Number: Status: Applied Date: Issue Date: D09 -061 ISSUED 04/22/2009 06/04/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D09 -061 Printed: 06 -04 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 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, 3 -2.1) 17: 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) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 26: Maintain sprinter coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 28: 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 sprinter systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) doc: Cond-10/06 D09 -061 Printed: 06 -04 -2009 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 29: Maintain 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. 30: Maintain square foot coverage of detectors per manufacturers specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 31: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 35: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D09 -061 Printed: 06 -04 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: (l1Ncu -c s(Z;iavd doc: Cond -10/06 D09 -061 Date: < ordinances governing or local laws regulating Printed: 06 -04 -2009 SITE LOCATION Site Address: 12500 Tukwila International Blvd. Seattle, Washington Tenant Name: Department of Homeland Security Property Owners Name: International Gateway III LLC Mailing Address: 12201 Tukwila International Blvd. 4th floor Name: Glenn Parry CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http • / /ivww. ci. tulnvila. Iva. us E -Mail Address: glennp @sabey.com • Company Name: Sabey Construction Mailing Address: 12201 Tukwila International Blvd. 4th floor Contact Person: Glenn Parry E -Mail Address: glennp @sabey.com Contractor Registration Number: CC01 SabeyC1033KM Company Name: Burgess Design, Inc Mailing Address: 1326 5th Ave Suite 500 Contact Person: Kip Kolodziejski • Building Permit No. PO - 01x �. 1 Mechanical Permit No. Plumbing/Gas Permit No. -, • 4: Public Works Permit No. i • Project No. • (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** E -Mail Address: Contact Person: E -Mail Address: H:\Applications\Ponns- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh King Co Assessor's Tax No.: 734060- 0602 -03 p Seattle Suite Number: 420 Floor: City CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: (206) 730 -4983 Mailing Address: 12201 Tukwila International Blvd. 4th floor Seattle Wa. 98168 Zip City State Fax Number: (206) 281 -0920 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Seattle City State Day Telephone: (206) 730 -4983 (206) 281 -0920 Expiration Date: 01/12/2011 Fax Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Seattle New Tenant: ❑ Yes Wa. State City State Day Telephone: (206) 587 -7120 Fax Number: (206) 587 -7122 State 4 ..No 98168 Zip Wa 98168 Zip Wa. 98101 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: N/A Mailing Address: City Day Telephone: Fax Number: Zip Page 1 of 6 • r- Existing • . Interior Remodel Addition to Existing Structure • New • . - Type of Construction per ' IBC Type of Occupancy per • IBC :.1,' Floor 37,717 0 0 0 2 " Floor 35,072 0 0 0 3` • 34,597 0 0 0 Floors 4 thru 33,776 2,181 0 0 Basement Accessory Structure* . Attached Garage 119,957 - Detached Garage !Attached Carport Detached Carport ' Covered Deck Uncovered Deck Will there be new rack storage? ❑ Yes H:\Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 125,000 Existing Building Valuation: $ 10,000,000 Scope of Work (please provide detailed information): Tennannt improvement to 2181 square ft. area to include new walls, Ceilings, Lighting and carpeting throughout space. No structural work for this improvement. 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 • 1 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, ARID I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT ED pENT. Signature: Print Name: Glenn Parry Mailing Address: 12201 Tukwila International Blvd Date: 04/20/2009 Day Telephone: (206) 730 -4983 Seattle Wa 98168 City State Zip Date Application Expires: Date Application Accepted: O'{122Ito H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Staff Initials: Page 6 of 6 Parcel No.: 7340600602 Permit Number: D09 -061 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 04/22/2009 Applicant: DEPARTMENT OF HOMELAND SECURITY Issue Date: Receipt No.: R09 -00608 Initials: JEM Payment Date: 04/22/2009 12:11 PM User ID: 1165 Balance: $0.00 Payee: SABEY CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 43037 2,642.11 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/345.830 640.237.114 RECEIPT° 1,598.55 1,039.06 4.50 Total: $2,642.11 Payment Amount: $2,642.11 PAYMENT RECEIVED doc: Receiot -06 Printed: 04 -22 -2009 Proj c t: P i Arbi4 Ar1 0t.'LA to Type of Inspection: .. / Address` ,t26 a0 7 a Date Called: Special Instructions: � Date Wanted:: /d 8 /a `! / ,. p.m. Requester: Phone No: o?O(o 26 INS'ECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I /I4 Receipt No.: 'Date: COMMENTS: .P SI% t \ Ate4I Ev rn: ruil 1 up 4 Type of spectionn , O t 7i, Addlfess: ,isoa `�T _1 lD A,) difi) ./e l - /- ." v f _ (ca ., ( r / Special Instructions: 0 3 T6.° 1 A h O (� Date Wanted: ,r -0-05 c , iTs Requester: Phone No - 7A C,-iss -367 R 1 . Project: = o Type of spectionn , O t 7i, Addlfess: ,isoa `�T Date Called: v f _ (ca ., ( r / Special Instructions: 0 3 T6.° 1 A h O (� Date Wanted: ,r -0-05 c , iTs Requester: Phone No - 7A C,-iss -367 .�S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ‘'- l - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Insp Et or: Date: � r) _ 3 f, D $60.00 REINSPECTION FEE RYcQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: P ct: Pdd Type of Inspection: t `//{{pp \.., 1 O - , r Z J Date Called: Special Instructions: Date Wanted: -D? p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit pdq- © (,( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. (206)431 -3 7 Approved per applicable codes. D Corrections required prior to approval. ' COMMENTS: �Il ,J ?K644 Inspect r: _ aL k Date: fj....? , I , t � El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: /724/ G p i A/9/./.5 - ,4- »1 I7c c _.() - ,fl /iv -/ d -74 r fh1 / /AA- r 11# aC w , A J �: /•w Special Instructions: Date Wanted: Co - 6- d i . . p.m. Requester: Ph 2 e, 6 -qv ,/ .. 3 1 e--- .■------.'■. Pro'ect: .47 #d'7 iVm 'i4nie Type of Inspection: /724/ G dregs: 2500 Date Called: Special Instructions: Date Wanted: Co - 6- d i . . p.m. Requester: Ph 2 e, 6 -qv ,/ .. 3 3 INSPECTION RECORD Retain a copy with permit 4o s- od PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 INSPECTION NO. El Approved per applicable codes. Inspector: Rec : • o.: Corrections required prior to approval. t 2C - o R INSPECTION FEE REO IRE . Prior to inspection, fee must be p - at X 300 Southcenter Blvd., S ite 100. Call to schedule reinspection. !Date: Pr ect: f • ft ,//- r- felot, e Type of Inspection:, - (',',, / /--r,.9H " V G Address: / 2 Soo �..L..'' Date Call d: °' Special Instructions: Date Wanted: 6- 2V- a S a.m" p.m. Requester: Phone No: c2 66 - zs� -3 6 7/ Anon • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g orrections required prior to approval. COMMENTS: r 7/.,;e,/ Date: « 25' Approved per applicable codes. El $60.00 REIN ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ,> �. ,� J ,. J�( Address: 05Pd - 77_213 L. i cA Date Wanted: m Requester: Phone No: ��5-- -3 !•. 1 of Pro _ P4e7flvr 0 i Type of Inspection: Type p, qgi /n/ z. Address: 05Pd - 77_213 Date Called: Special Instructions: cA Date Wanted: m Requester: Phone No: ��5-- -3 INSPECTION NO. J Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit J� d6aS -aG/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Pr— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. !Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: 'Date: ct COMMENTS: {'' e Address: i Zc co 'rt % Suite #: 17 ," FA ` t v+c t. - OK. Special Instructions: i t 1:.. NA 6 UT --- ' R - d e-_ b 4 - a(DZ + X 14 % - b 14 nok NO • - " - V b • . L - g W -- ._1.679- 03 i,1 •- a . . . ( - 1 c_ car C;40, -L - E 1.0 5 - of l s - o f ok ciOriv 5 C2 OIL • .t'21- 4i4Ond 1 1 ' - _ oft__ • .. , Project: .At.t.A - o Se cue ► Type of Inspection , FA - E.N+L LT . Address: i Zc co 'rt % Suite #: Hood & Duct: Contact Person: Special Instructions: it b Phone No.: Needs Shift1Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: :, • t. ' • 3 a INSPECTION NUMBER i. • I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILAPIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 01)0 0b 2_ al- I -- 141 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 I I Correctionsrequired prior to approval. Inspector: m. Date: i J)3. /a4 • Hrs.: ri $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: *me 6474,4 L f l i t r 'fel DO 140- 4 C, Ty a of Ins ection: Fire Alarm: Address: /2 5 - -778. Suite #: Contact Person: 14tc - ' Special Instructions: Phone No.: //0k0 - W SD'' bt ty,�a - Needs Shift _Inspectioe ` Sprinklers: Fire Alarm: Hood & Duct: Monitor: C.,0 ty,�a - Pre-Fire: Permits: -- -- Occupancy- Type: • INSPECTION .RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS 01- 5- oi$ • 5/D CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 -- - 206 -575 -4407 - n Approved per applicable codes. COMMENTS: .1- c_- _ h 1M1 tai - 14-n02d4 012 'o*RN / S 2 -- '# E - A yir ti "A t. - n'_ Coo try" ci %C Lo rr Inspector: : 4. Hrs.. • n $80.00.REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. 'Call to schedule a reinspection. Word Inspection:Record Form.Doc Y 1/13/06 - 'Corrections required prior to approval. T.F.D. Form F.P. 113 Project Info Project Address Date e 12.500 "Pico K .,* 1w i.g *. For Building men Use ` 11 ' !A/4 d ^ " Applicant Name: 04 tilt&e s s Q. s i M•.1 Applicant Address: i i,t, f% A.„. *Soo c. 'ic,e Applicant Phone: iv 4, .1. •414,0 Project Description • New Building • Addition Alteration • PIarrs Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive ,Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) • No changes are being made to the lighting • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. 2 65 Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Area in ft Allowed x Area 0Mhe OPP1,45 1. 7I 8 . 21611 c..0e412.4 o,ar G. 6 (,Z 5 5b2.- ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2 65 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SW Fwor (Ai 41 2?- G`( 1 s- lc L 1 L £3'O to o.o Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Z3 1.45 CITY OF TUKWILA - BUILDING DIVISION " 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary qTG-INT 2006 Washington State Nonresidential Energy Code Compliance Forms evised Jul Maximum Allowed Lighting Wattage Proposed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. D - RECEIVED MAY 18 2009 jtHMIT CENTER Use' LPA (W /sf) Use' LPA (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations° 1.0 Cafeterias, fast food establishments', restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail' ", retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces" 1.0 1 heater, motion picture 1.2 . Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation • 1.0 Hotel /motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhibition hall'" 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum . 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers O Other Q ualification Checklist Note: If occupancy type is "Other" and fixture Lighting Fixtures: ° • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans. if not qualified, do LPA Calculations. tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Su;inmary (back) LTG -INT 2006 Washington State ,Nonresidential Energy Code Compliance Forms -9 U111t Lighting Power Allowance e 7 5- Revised July'2007 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location:and hIght,Atiubmitt ' ° ttoe re foptagg for a warehouse may be defined, for Jt4t computin " the interior Unit Lighting Power Allowance ast� area not =c,�svered bar Vcks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote • plies reify t5 he flookareank co ered by racks. • CITY OF TUKWILA - BUILDING DIVISION • 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Adjusted Lighting Power Allowances (Interior) ** From Table 15 -1 based on exceptions listed in footnotes Revised July 2007 Project Address !Date Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the Use listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Ceiling Height for this room Ceiling Height limit for this exception ** Adjusted LPA Watts per ft2 May 11, 2009 Glenn Parry 12201 Tukwila International Bl, 4 Floor Tukwila, WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -061 Department of Homeland Security —12500 TIB, Ste 420 Dear Mr. Parry, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, encl File No. D09 -061 ifer Marshall it Technician • City! of Tukwila Department of Community Development P:\Permit Center\ Correction Letters \2009‘D09-061 Correction Letter #1.DOC wer Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Building Division Review Memo Date: May 8, 2009 Project Name: Department of Homeland Security, STE 420 Permit #: D09 -061 Plan Review: Allen Johannessen, Plans Examiner 1. Please identify the 3,061 square foot space and what is intended for its use. Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 2. Occupant load factor indicated in the Building Code Summary indicates 130. Revise calculations to show occupant load for Business areas calculated at 100. (IBC Table 1004.1.1) 3. Please provide a Washington State Energy code lighting budget compliance form for the new offices. Forms are available on line http: / /www.neec.net/resources /resources.html. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D09 -061 DATE: 05 -18 -09 PROJECT NAME: DEPT OF HOMELAND SECURITY - STE 420 SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPART N�ENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 %ERIK COOROCOPY • PLAN REVIEW/ROUTING SLIP ► -, Fire Prevention Structural Incomplete Structural Review Required n Planning Division Permit Coordinator DUE DATE: 05-19 -09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required DATE: n DUE DATE: 06 -16 -09 n r -- I Approved Approved with Conditions y Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 - 061 DATE: 04 - - PROJECT NAME: DEPT OF HOMELAND SECURITY, STE 420 SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Pub Wor / Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ar Comments: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY • A ' Fire Prevention Incomplete ❑ DUE DATE: 04-23-09 Permit Center. Use Only yy ; LETTER OF COMPLETENESS MAILED: INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required Ti REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-2 09 Approved ❑ Approved with Conditions ❑ N Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: sµ N /A- Planning Di N/A-- Permit Coordinator Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: �'y—� 1 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http. / /www.ci.tukwila.wa.us , Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5.`s -0 Plan Check/Permit Number: D07-061 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Dept of Homeland Security, Suite 420 Project Address: 12500 Tukwila International B1 Contact Person: K.IP (CO LO 2.,Ej S tG Q Phone Number: 2 - S57 - I L0 Summary of Revision: Corcealloa 1 - 1Z4Q, 5P4-cC IS Q V4- c.44rf OC4-1 - W1T' O F.444 & ®` [eO T .4eE o c*n• .t'ir lS 2- 3 AT -c-u islo - Z Cop j e G. Sheet Number(s): . 0 • "Cloud" or highlight all areas of revision including date of revi Received at the City of Tukwila Permit Center by: N�Entered in Permits Plus on S ((1 en c)f \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: GJ t € £- lc as s oho O M.Ht S. . CEIV1 CITY OF TUUKWILA MAY 18 2009 PERMIT CENTER License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SABEYC *953RE SABEY CORPORATION CONSTRUCTION CONTRACTOR GENERAL UNUSED 12/5/2005 12/5/2009 ACTIVE DASCOC *066KD D A S CONSTRUCTION CORP CONSTRUCTION CONTRACTOR GENERAL UNUSED 5/4/1994 5/4/1997 ARCHIVED BERKLC1088CE BERKLEY CONSTRUCTION INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 2/5/1992 2/5/1993 ARCHIVED ARCHIDG132QZ ARCH ITECTUAL DEV GROUP INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 11/9/1987 11/9/1992 ARCHIVED SABEYC *141 PH SABEY CORPORATION CONSTRUCTION CONTRACTOR UNUSED GENERAL 10/8/1986 12/31/2001 ARCHIVED OWPROI *221 RR 0 Et W PROPERTIES INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 12/19/197810/1/1986 ARCHIVED BERKLS *267LP BERKLEY STRUCTURES INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 6/17/1974 12/31/1991 ARCHIVED Untitled Page 1 General /Specialty Contractor A business registered as a construction contractor with LEtl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 TUKWILA INTL BLVD 4TH FLOOR SEATTLE WA 981685121 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601532164 ACTIVE SABEYCI033KM CONSTRUCTION CONTRACTOR 5/14/1997 1/12/2011 GENERAL UNUSED Other Associated Licenses Page 1 of 3 Business Owner Information https://fortress.wa.gov/lni/bbip/Detail.aspx 06/04/2009 GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED Tp ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID D SECTION REFERENCE SYMBOL 20' 1) L ANGLE @ AT CL CENTERLINE SHEET NO. DETAIL REFERENCE SYMBOL COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: 0 O 1 SURFACES TO ALIGN DRAWING TITLE BAR O TITLE FLOOR ELEVATION SYMBOLS +1' -0" NOMINAL FLOOR .� - ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE SPACE NAME 1 1127 1 SPACE NUMBER DOOR SYMBOL INDICATES FINISHED DOCUMENT SHEET SYMBOL DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE KEYED SHEET NOTES GLAZING SYMBOL REVISION NUMBER ARCH / INTERIOR ABBREVIATIONS ADJ AFF ALT ALUM APC APPROX - ARCH AV BLDG BOT CAB CL C LG CLR COL CONC CONF DEMO DEPT DF DIA DIFF DIM DTL DW DWG EA EL ELEC ELEV EQ EQUIP EXT FA FD FE FEC - FFE - FI N - FLUOR FLR _ FO - FOIC FTIC FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF A. DEFINITIONS: B. DIMENSIONS: ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM ACOUSTICAL PANEL CEILING APPROXIMATE ARCHITECTURAL ACOUSTICAL CEILING TILE AUDIO VISUAL BUILDING BOTTOM CABINET CENTER LINE CEILING CLEAR COLUMN CONCRETE CONFERENCE DEMOLITION DEPARTMENT DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DETAIL DISHWASHER DRAWING EACH ELEVATOR ELECTRICAL ELEVATION EQUAL EQUIPMENT EXTERIOR FIRE ALARM FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR ELEVATION FINISH FLUORESCENT FLOOR FACE OF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FURNISHED BY TENANT, INSTALLED BY CONTRACTOR FURRING GAUGE GENERAL CONTRACTOR GLASS GYPSUM WALLBOARD HANDICAPPED HARDWARE HOLLOW METAL (STEEL FRAME) HOUR INCLUDED OR INCLUDING INFORMATION INSULATION LAVATORY LINEAR FOOT MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD MECH MEZZ M FR MIN MISC MTD MTL N/A NIC NTS OC OFF OPNG OVHD P PART PERF PERIM PERP PLAM PLYWD QTY (R) RA RCP REC REF REFR REL REV RM RO RTD SCHED SF SHT SIM SPEC SPKLR SPKR SQ STD STL STOR STRL STRUC SYM M TBD TEL TEMP TH K TO TOS TYP UON UPS VCT VIF W/ WC WD W/0 - MECHANICAL - MEZZANINE MANUFACTURER - MINIMUM - MISCELLANEOUS - MOUNTED - METAL - NOT APPLICABLE - NOT IN CONTRACT - NOT TO SCALE - ON CENTER - OFFICE - OPENING - OVERHEAD - PAINT - PARTITION - PERFORATED - PERIMETER - PERPENDICULAR - PLASTIC LAMINATE PLYWOOD - QUANTITY - RELOCATED - RETURN AIR - REFLECTED CEILING - RECESSED - REFERENCE - REFRIGERATOR - RELOCATE - REVISION OR REVISED - ROOM - ROUGH OPENING - RATED - SCHEDULE - SQUARE FEET /FOOT - SHEET - SIMILAR - SPECIFICATION - SPRINKLER - SPEAKER - SQUARE - STANDARD - STEEL - STORAGE - STRUCTURAL - STRUCTURAL - SYMMETRICAL - TO BE DETERMINED - TELEPHONE OR TELECOM - TEMPERED - THICKNESS - TOP OF - TOP OF SLAB - TYPICAL - UNLESS OTHERWISE NOTED - UNINTERRUPTED POWER SUPPLY - VINYL COMPOSITION TILE - VERIFY IN FIELD - WITH - WATER CLOSET - WOOD - WITHOUT DEFINITIONS AND DIMENSIONS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. PLAN 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR ' FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. BUILDING SUMMARY . PROJECT ADDRESS:, U.S. IMMIGRATION AND CUSTOMS ENFORCEMENT (ICE) SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 FLOOR 4. 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 IBC, SEATTLE AMENDMENTS - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: ICC CONSTRUCTION TYPE IB FIRE RESISTIVE SYSTEM: SPRINKLERED PER NFPA13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: N/A S 126i1i Si - 612$f1�st APPROXIMATE AREA OF CONSTRUCTION: 2,181 SQUARE FEET TOTAL APPROXIMATE SUITE AREA: �2�1141 OCCUPANT LOAD FACTOR: NUMBER OF TOTAL PROPOFSED OCCUPANTS: $ 2 NUMBER OF EXITS REQUIRED: 2 REQUIRED. 2 PROVIDED. MINIMUM EGRESS WIDTH REQUIRED: 44' COMMON PATH OF EGRESS TRAVEL: 100' (1014.3x1) 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, FINISHES. STREET MAP KEY PLAN 4TH FLOOR M$ 12 st FLOOR PLATE NTS 0 PROJECT TEAM TENANT: U.S. IMMIGRATION AND CUSTOMS ENFORCEMENT (ICE) SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 ARCHITECT /DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: Kip Kolodziejski BUILDING MANAGER: Sabey Corporation 12201 Tukwila International Seattle, WA 98168 Tel:. 206.281.8700 Fax: 206.281.0920 ATTN: Sandra Suskic PARCEL NO. 102304 -9084- 07,102304- 9080 - 01,734060- 0602 -03 Date: FOR LEGAL DESCRIPTION SEE G.0.3 DRAWING INDEX \ DRAWING ISSUED 0o 00 N N 0 N 0 X X x X x X X X X X X ? X X X X •A 0 X X X X AREA OF WORK Blvd., Ste 400 GENERAL Plan review approval is subject to errors andongssions. Approval of construction documents does not authorize tie of any adopted code or ordnance. Receipt pp e� d Copy and is a k nowledged: G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 G.0.2 G.0.3 A.1.1 A.9.2 PROJECT NOTES SITE PLAN LEGAL DESCRIPTION ARCHITECTURAL / INTERIORS DEMOLITION PLAN DETAILS GENERAL CONTRACTOR: TBD PLUMBING ENGINEER: TBD - Bidder Design Build by G.C. MECHANICAL ENGINEER: TBD - Bidder Design Build by G.C. ELECTRICAL ENGINEER: TBD - Bidder Design Build by G.C. FIRE /LIFE SAFETY ENGINEER: TBD - Bidder Design Build by G.C. PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. FILE COPY pe,,,ith D 6 9.06 1, City Of Tukwila BUILDING DIVISION A.2A.1 CONSTRUCTION /REFLECTED CEILING PLAN A.2C.1 POWER & DATA/ FINISH FLOOR PLAN A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS REVICIONS No c hang s e shall be made to the scope of work witho prior approval of Tbkwl B uilding Oansion. require a new plan submittal NO7' Revis ions wil and may Include additional plan review fees. 84' -10" LONG DIAGONAL 1/3 OF DIAGONAL = 28' -0" RECEIVED CITY OF TUKWILA APR 2 2 2009 PERMIT CENTER Tenant: ICE SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 COR PORATlONi A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 e , burgess design I interiors © architecture 1326 Fifth Avenue Suite 500. Se ttte. WA 88101 TE1: 206.587.7170 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2008 Approved by: Professional seal No. Issue Description / \ REVISION A\ REVISION Drawn by: PN /LP Project No: 08- SB06 -00 CODE COMPLIANCE APPROVED MAY 19 2009 � City of Tukwil BUILDING DIVISION E CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. PERMIT SET 7196 KIP °, ItOLODZIEJSKI UM OF WASHINGTON SEPARATE PERMIT REQUIRED POD Paco City of Tukwila I3U>I_ DIVISION Reviewed by: Date: Date 08/25/08 12/22/08 3/2/09 KK COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 b � v\ PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL Sc LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. DIVISION I - GENERAL CONDITIONS . 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. VERIFY ALL BUILDING CONSTRUCTION RULES WITH BUILDING MANAGEMENT. 12. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 13. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 14. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. DIVISION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL' BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6.. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL- PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE VINYL, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DIVISION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1 -1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. . 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -0 ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10' 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND 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" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK. BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DIVISION 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. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DIVISION 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. 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. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 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. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK HALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 5. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL RE- CIRCUIT AND RE- SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. REVIEWED FOR CODE COMPLIANCE APPROVED l� MAY 19 2009 City of Tukwila BUILDING DIVISION Tenant: ICE SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 burgess design I interiors p architecture U26 Fifth Avenue Suite 500. S< tile. WA 88101 TFL: 20 &587.7120 FAX:208.587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description PERMIT SET / 1 \ REVISION REVISION REGISTERED ARCHITECT KqP Q. KOLODZ{EJSKI STATE OF WASHINGTON Drawn by: PN /LP Reviewed by: KK Project No: 08 - SB06 =00 Original drawing is 24" x 36 ". Scale entities accordingly if reduced PROJECT NOTES RECEIVED CITY OF TUKWILA APR 2 2 2009 PERMIT CENTER Date 08/25/08 12/22/08 3/2/09 G.0.1 Ism. soirow —1I — y es vcotc ' t mla.ti • 260.08' ZONE MIC/H 15' WIDE WATER UNE EASEMENT LOT 7, AFN WEST UNE SECTION 10 NO146'OYE SECTION 9A 2580.05' (M) too 571.5 I N I 10' WOE Q11EST EASEMENT AFN 20001019000148 1 1 S01 46'02 "W 562.98' I i FACE OF WALL se = - ;:. ■ ^•its it I f at i.19 �p'L I j PARKtNGALiT4REA .°° 9 4 1 FUTURE 10' RIGHT-OF-WAY DEDICATION TO CITY OF TUKWILA SQ CL 10 e 107.22' POINT OF_BEGINNING FOUND W 1/4 CORNER, SECTION 10, FOUND 2' IRON PIPE W/ BRASS CAP S0146'02'W I i•) lJ rr2 EXISTING BLDG _21 -A3 0=16'18 30 R '1 . „ o _... , ACIFtC HIGHWAY 4 CO 4=1,61 8'30" R =1146.00' L=326 S01 46'02"W 40293' 02.00 so({M) hio .E►t ■ NE1 4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 N C:3RTH taimignemaimmornm 20 40 60 120 SCALE: 1" = 60' BASIS OF REARING NORTH 01'46'02" EAST, BEING THE WEST SECTION UNE OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AS SHOWN ON THE RECORD OF SURVEY FOR THE BOEING COMPANY, RECORDED UNDER AUDITOR'S FILE ND. 9 01 21 99002, VOLUME 77 OF SURVEYS, AT PAGE 209, RECORDS OF KING COUNTY, WASHINGTON. 4 OF - SECTION 9 AND GOV'T LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON EXISTING BLDG 21 -05 NOTES 1. THIS NORTHERLY ACCESS POINT TO THE DEPARTMENT OFIHOMELAND SECURITY BUILDING UES WITHIN LOT 7 AS SHOWN HEREOti AND ALSO UES WITHIN PARCEL "A' AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 5092893. RECORDS OF KING COUNTY, WASHINGTON. THIS DEED CONVEYS AND WARRANTS. TO THE STATE OF WASHINGTON THE RIGHT OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTU E OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) TO, FROM AND BETWEEN THE STATE HIGHWAY (TUKWILA INTERNATIONAL BLVD.) AN THE REMAINDER OF SAID PARCEL 'A'. THIS CREATES A UNITED .ACCESS AREA. ACCESS TO LOT 7 FROM TUKWILA'INTERNATIONALBIM REQUIRES AN ACCESS AGREEMENT FROM THE STATE OF WASHINGTON. THIS AGREEMENT IS SATISFIED BY PERMIT NUMBER 3092 ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ON FEBRUARY 24, 2004 FOR THE TRAFFIC SIGNAL ON TUKWILA INTERNATIONAL BOULEVARD FOR THE DEPARTMENT OF HOMELAND SECURITY FACIUTY. THIS NORTHERLY ACCESS POINT LIES NORTH OF THE BEGINNING POINT OF' LIMITED ACCESS, WHICH IS HIGHWAY ENGINEER'S STATION 532 +00 ACCORDING TO THE DEED FILED UNDER AUDITOR'S FILE NUMBER 8611070566, RECORDS OF KING COUNTY, WASHINGTON, AS SHOWN HEREON. 2. THIS SOUTHERLY ACCESS POINT TO THE DEPARTMENT OF HOMELAND SECURITY BUILDING UES SOUTHERLY OF ANY RIGHTS WHICH THE STATE OF WASHINGTON MAY HAVE IN REGARDS TO INGRESS' AND /OR EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, UCHT, VIEW AND AIR). PER EXCEPTION PARAGRAPH NO. 8, PER TITLE COMMITMENT NO. 800 - 10140309 DATED AUGUST 13. 2003. THIS SOUTHERLY ACCESS POINT UES SOUTH OF THE BEGINNING POINT OF LIMITED ACCESS, WHICH IS HIGHWAY ENGINEER'S STATION 532 +00 ACCORDING TO THE DEED FILED UNDER AUDITOR'S FILE NUMBER 8611070566, RECORDS OF KING COUNTY, WASHINGTON. THERE ARE NO ACCESS RESTRICTIONS•fOR'1141S SOUTHERLY ACCESS AS- SHOWN HEREON. LEGEND GM® O C VAN X o 5. 2 o.. o° s ot. opv■ 0Pa -C SO146'02 'W 247.71' = FOUND SECTION CORNER AS NOTED EXISTING FIRE HYDRANT EXISTING' STREET LIGHT EXISTING LUMINAIRE EXISTING GAS METER EXISTING SANITARY SEWER MANHOLE )1'46'02 "E '3.78' SO! = FOUND QUARTER SECTION CORNER AS NOTED �s = .FOUND ..MM0NUAMENT.AS NOTED • = FOUND 1/2' REBAR /CAP MARKED "DEA 18904" (M) r* MEASURED BEARING /DISTANCE (C) = BEARING/DISTANCE PER CALCULATIONS (P) - BEARING/DISTANCE PER RECORDED PLAT EXISTING HANDICAPPED PARKING STALL EXISTING COMPACT PARKING STALL. EXISTING VAN HANDICAPPED PARKING STALL 35111 AVENUE SOUTH $ �pRO� ` Pp o� Qr' 7 1 00r I,a v 30' CP 1E 55.20 8 ROBERT BERNHARDT C46 -- 119.96' 9 S01 "W 501' I: '02'W 387.67' Accsss To DETENTION 30" CP FOUND CASED BRASS CAP AT INTERSECTION E. MARGINAL WAY AND SOUTH 126TH STREET N8918'50 "W 974.56' (M) 967.45' (P) NAIL & BRASS SHINER NOT FOUND, REMOVED WITH CONSTRUCTION REFER TO RECORD OF SURVEY VOL 49 OF SURVEYS. PG 127 FOR CENTERUNE S. 126TH STREET SO1'46'02'W 10.00' N891 8'50"W. 20.00' EDGE. OF .ASPHALT . — • " - N12 2 303 SS FOUND 3' I.P. W/ BRASS .CAP HI -WAY PT MON. REFER TO.R -O -S VOL. 37 OF SURVEYS PG 107 34'11-1 AVENUE SOUTH 10 15 FOUND SW SECTION CORNER, SECTION ID, FOUND 4'x4" CONCRETE. MONUMENT W/ BRASS. CAP 16 * ** UNITED ACCESS BEGINS AT HIGHWAY ENGINEER'S STATION 532 +00 AS SHOWN, ACCORDING TO THE DEED FILED UNDER AUDITOR'S FILE NUMBER 8611070566. RECORDS OF KING COUNTY, WASHINGTON. LOT 8, AS SHOWN HEREON. HAS UNRESTRICTED VEHICULAR AND PEDESTRIAN ACCESS TO TUKWILA INTERNATIONAL BLVD. SOUTH OF THIS STATION, ACCORDING TO SAID DEED. THE SOUTHERLY PROPOSED ACCESS POINT TO THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING UES SOUTH OF PARCEL 'A' AS DESCRIBED IN SAID DEED. -0- — 0 -- — P(OH) -- SS — SD —X EXISTING STORM CATCH BASIN EXISTING POWER POLE EXISTING GUY ANCHOR EXISTING SIGN EXISTING GAS UNE EXISTING OVERHEAD POWER UNE EXISTING SANITARY SEWER UNE EXISTING WATER UNE EXISTING STORM DRAIN U EXISTING FENCE LINE CURB, GUTTER & SIDEWAI W/ 6" HIGH VERTICAL CU UMITED ACCESS AREA 9 a REVIEWED FOR ; CODE COMPLIANCE APPROVED MAY PP 19 2009 of Tukw BUILDING DIVIS ION Tenant: ICE SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 . I IL ICOR PORATI ON' A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 • •' burgess design 'interiors 0 architecture 1326 Fifth Avenue Suite 500.Seattle . WA 88101 TEL: 206.587.7120 FAX:208. 587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description PERMIT SET / 1\ REVISION REVISION Drawn by: PN /LP Project No: 08— SB06 -00 P G. KOLODZIEJSKI STATE OF WASHINGTON Reviewed by: KK Dote 08/25/08 12/22/08 3/2/09 SITE PLAN - NOT LEGAL SURVEY CITYOFTUKWILA APR 2' 2 2009 PERMIT CENTER Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 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.LT.A. SURVEY IS PROVIDED PER THE CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L04 -060, RECORDED UNDER KING COUNTY AUDITOR'S RECORDING NO. 20041008900012, RECORDS OF KING COUNTY, STATE.OF WASHINGTON. THIS A.LT.A. SURVEY REFERENCES THE FOU.OWNG 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 -COMMIT/ENT MR -ENDORSBENT,...COMMITMENT -NO..800-1.0140309-DATED- DECEMBER -20, 2004. THE FOLLOWING NOTES (N0. 2 THROUGH 13, INCLUSIVE) PERTAIN TO SPECIAL EXCEPTIONS DISCLOSED • IN SCHEDULE "B" OF THE PROVIDED LOAN POLICY DATED AUGUST 13, 2003, OF 1YHICH THE PROPERTY IS SUBJECT TO. THE FOLLOWING NOTES (NO. 14 THROUGH 18, INCLUSIVE) PERTAIN TO EXCEPTIONS DISCLOSED IN SCHEDULE "0' 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 T0. 2.•' EXCEPTION PARAGRAPH NOS. 1 'THROUGH 3 PERTAIN T'0 GENERN PROPERTY 'TAXES °'WHICH'DO 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 126114 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 UNE 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 MD 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. 8) 6. THIS PROPERTY IS SUBJECT TO. AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF SEVER 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 REUNQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL. FOR ACCESS, LIGHT, MEW 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. ,(EXCEPTION. 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, UGHT, 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 5112409, RECORDS OF KING COUNTY, -.WASHINGTON, - LIES .WATHIN• A ,PORTION OF-LOTS .7-AND -8 ,SHOWN -ON ,THIS: A.LTA SURVEY. • NO PROPOSED -ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES 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 Ali. EXISTING. FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) T0, FROM AND BETWEEN THE STATE HIGHWAY AND THE REMAINDER OF SAID PARCEL "A'. PARCEL "A" AS DESCRIBED 114 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.LT.A. SURVEY. NO PROPOSED ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING UES WITHIN SAID PARCEL "A' OF SAID DEED. AFN 5092893: THIS DEED CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON A PORTION OF PARCEL " 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 . „PARCEL "A'. PARCEL 'A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 5092893, RECORDS OF KING COUNTY, WASHINGTON, UES WITHIN A PORTION OF LOT 7 SHOWN ON THIS A.LT.A. SURVEY. THE PROPOSED MAIN ENTRANCE ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING UES WITHIN SAID PARCEL "A" OF SAID DEED. SAID PARCEL "A" LIES WITHIN THE UMITED 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 MITHIN SAD DEED FOR RIGHT -OF -WAY PURPOSES. IN ADDITION, SAID DEED ALSO CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON AU. RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, UGHT, 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, UES WITHIN A PORTION OF LOT 7 SHOWN ON THIS A.LT.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, UGHT 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 118111 ST. TO JCT. S.S.H. NO. 1 -1( 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 PORTION OF LOTS 7 AND 8 SHOWN ON THIS A.LT.A. SURVEY. NO PROPOSED ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES WITHIN SAID PARCEL "A" OF SAID DEED. 8. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS ANO 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 N0. -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 20010809001088, DATED AUGUST 9, 2001, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO, 11, FIBER OP11C CONDUIT SHOWN HEREON, EASEMENT UNDETERMINED ON THIS SURVEY) 11. AHiS PROPERTY IS SUBJECT TO A DECLARATION OF ACCESS, PARKING AND DRAINAGE EASEMENTS IMPOSED BY INSTRUMENT RECORDED ON MAY 23, 2003, UNDER RECORDING NO. 20030523002434, RECORDS OF KING COUNTY, WASHINGTON, (EXCEPTION PARAGRAPH NO. 12) 12. 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 18, 2003, RECORDS OF KiNG COUNTY, WASHINGTON. (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 UNE ADJUSTMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS 20030327900002 AND 20030725900003. RIGHTS OR BENEFITS, IF ANY. WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT(S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE A. (EXCEPTION PARAGRAPH NO, 14) NE1 /4 • • THE 'SE1 /4 AND SE1/4 OF THE SE1/4 OF SECTION 9 AND GOV'T LOT •15 AND SW1/4 OF THE SW 1/4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON 14. THIS PROPERTY IS SUBJECT TO AU. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY UNE 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, 2001, RECORDS CF 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 20010803000205 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 OP11C CONDUIT SHOWN HEREON, EASEMENT UNDETERMINED 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 20030816000543. DATED JUNE 16, 2001 RECORDS OF KiNG COUNTY. WASHINGTON. (PARAGRAPH NO. 5) 19. THIS PROPERTY IS SUBJECT TO AU. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY UNE 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 N0, 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) 42, 1-US- PROPERTY -IS SUBJECT TO AN AGREEMENT AND THETERMS - AND - •CONDITIONS! THEREOF, FOR THE PURPOSE OF FIBER OPTIC CONDUIT AND RECIPROCAL EASEMENT, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20010809001.066, 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 UABIUTY FOR GENERAL TAXES, SUPPLEMENTAL 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 NOTES 1. LEICA /WILD TCA1100 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 UNE ADJUSTMENT, BOUNDARY UNE ADJUSTMENT, BOUNDARY UNE ADJUSTMENT, BOUNDARY UNE ADJUSTMENT, BOUNDARY LINE ADJUSTMENT, RECORD OF SURVEY, VOWME RECORD OF SURVEY, VOLUME RECORD OF SURVEY, VOLUME RECORD OF SURVEY, VOLUME RECORD OF SURVEY, VOLUME 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 MiC/L ZONE ARE AS FOLLOWS: FRONT = 20 FEET SIDE AND REAR m 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 8. PARKING STALL COUNTS: THERE ARE 376 STANDARD PARKING STALLS. THERE ARE 72 COMPACT PARKING STALLS. THERE ARE 2 VAN HANDICAPPED PARKING STALLS. THERE ARE 8 HANDICAPPED PARKING STALLS. THERE ARE 5 CARPOOL PARKING STALLS. TOTAL NUMBER OF PARKING STALLS IS 463. AFN 20041008900012 AFN 20030327900003 AFN 20001213900008 AFN 20000828900001 AFN 20010221001777 77 OF SURVEYS, PAGE 209 56 OF SURVEYS, PAGE 43 49 OF SURVEYS, PAGE 127 44 OF SURVEYS, PAGE 204 79 OF SURVEYS, PAGE 63 ALSO, AN UNRECORDED A.LT.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 N0. 53033C0960F, EFFECTIVE DATE MAY 16, 1995. ZONE "X" IS DESIGNATED AS AREAS DETERMINED TO BE OUTSIDE THE 500 -1EAR FLOODPLAIN. 5. THE CITY OF TUKWILA ZONING DESIGNATION FOR THIS PROPERTY IS AS FOLLOWS: LOTS 6 AND 7 UE WITHIN THE MIC/H ZONE AND LOT 8 LIES WITHIN THE MIC /L. CAI AND LDR ZONES. MIC/H = MANUFACTURING INDUSTRIAL CENTER/ HEAVY INDUSTRIAL MIC/L = MANUFACTURING INDUSTRIAL CENTER/ LIGHT INDUSTRIAL CAI - COMMERCIAL/ LIGHT INDUSTRIAL LDR - LOW DENSITY RESIDENTIAL 7. UTILITIES SHOWN HEREON (STORM, SANITARY SERVER 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 U11U11ES 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. • PARCEL C: mow LEGAL DESCRIPTION (PER TRANSNATION TITLE INSURANCE COMPANY, COMMITMENT NO: 800 - 10140309 DATED JULY 21, 2003; LOT 7 LEGAL DESCRIPTION EXCEPTED) PARCEL A: LOT 8, CITY OF TUKIYILA 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 UNE 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 IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. A NON- EXCLUSIVE EASEMENT FOR CONDUIT FACIUTIES AND ACCESS, PARKING AND DRAINAGE AS ESTABUSHED 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 1I1, LLG 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.LT.A./A.C.SM. LAND TITLE- SURVEYS, '- JONTLY-ESTABUSHED• .AND ,ADOPTED BY - -A. LTA.,- A C .S.AI..LAND-N,S.P.S.•k1.:.1999 -AND INCLUDES ITEMS 2, 3. 4, B, 7(a). 7(b,1), 8, 9, 10, 11(a), 11(b), 13, 14, 15 AND 16 OF TABLE A THEREOF, (ii) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALT.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 (111) 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. DATED ROBERT C. HERMANN, P.LS. REGISTRATION NO. 18904 41- 1 / -aoe, REVIEWED FOR CODE COMPLIANCE APPROVED MAY 19 2009 City of Tukwila BUILDING DIVISION Tenant: ICE SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description PERMIT SET / 1 \ REVISION REVISION Drawn by: PN /LP Reviewed by: KK Project No: 08— SB06 -00 REGISTERED ARCHITECT KIP G. KOLODZIEJGKI STATE OF WASHINGTON Date 08/25/08 12/22/08 3/2/09 LEGAL DESCRIPTION CIT OF TUKW APR 2' 2 2009 PERMIT CENTER Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.03 maw anima ;� m iwtow rlrlrl\U LI. :i ■�� n7�: -' �e��'�� 408 ■■imp I I ,�■, a ImE 1/8" = 1'- 0" 0 8' 24' 16' v REFLECTED CEILING PLAN 16' 24' 1/8" = 1'— of CONFERENCE IL • • • 3,061 USF. • SYMBOL LEGEND = _ EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K /A.9.1 NEW INSULATED NON —RATED CONSTRUCTION TO DECK ABOVE, PER DETAIL J /A.9.1 (ALT. — COMPARTMENT WALL) GLASS W/ FRAME f f NEW OR EXISTING FIRE EXTINGUISHER GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, ASKETED, 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 PARTMONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE — RETARDENT TREATED WOOD. 7. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 8. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 9. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 10. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 11. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 12. UNLESS NOTED OTHERWISE, MULTIPLE SWITCH'S IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 13. ACOUSTICAL BATT INSULATION FULL HEIGHT. PROVIDE ACOUSTICAL SEALANT BOTH SIDES OF WALL AT BASE. PROVIDE ACOUSTICAL TAPE AT WALL HEAD. 14. PROVIDE GYPSUM WALL BOARD ON EXISTING COLD SHELL FRAMING. CEILING LEGEND LIGHTING SYMBOL CEILING LEGEND. CONTROLS SYMBOL DESCRIPTION KEYED SHEET NOTES WINDOWS SHOULD BE TINTED TO REDUCE SOLAR GLARE AND TO PROVIDE FOR ENERGY EFFICIENT USED OF RESOURCES. LIGHT RESISTANT VERTICAL OR HORIZONTAL BLINDS ARE TO BE FURNISHED AND INSTALLED ON ALL EXTERIOR WINDOWS. COLOR OF BLINDS TO MATCH EXISTING. VERIFY IN FIELD. CONTRACTOR SHOULD VERIFY LAYOUT TO MATCH EXITING LIGHTING DESIGN INTENT. PLACE HALLWAY LIGHTING ON EXISTING LIGHTING CIRCUIT. VERIFY CEILING GRID LAYOUT ALIGNS WITH EXISTING GRID OF ADJACENT TENANT. PROVIDE MINIMUM FURRING AT COLUMNS AND DRAINLINE. CENTER DOOR ON WALL OR OPENING. 2004 Energy Code Compliance Form LIGHTING SUMMARY Project Info Project Address: Project Alteration Exceptions (check appropriate box) Location (floor /room no.) Location (floor /room no.) Applicant Name: Applicant Address: Applicant Phone: Description Compliance Option PROPOSED LIGHTING WATTAGE (INTERIOR) DESCRIPTION /SPEC NEW 2' X 4' FLUORESCENT FIXTURE. NEW 2' X 2' FLUORESCENT FIXTURE. NEW SWITCH LOCATION. MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLDV. SEATTLE, WASHINGTON BURGESS DESIGN INC. 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 206.587.7120 O New Building 0 Addition 121 Alteration O Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) O No changes are being made to the lighting O Less than 60% of the fixtures are new and installed lighting wattage is not being increased Occupancy Description a OFFICE B OFFICE, RESTROOM, CORRIDOR •* From Table 15 -1 (over) — document all exceptions taken from footnotes Fixture Description 2X4 FLUORESCENT LIGHT FIXTURE 2X2 FLUORESCENT LIGHT FIXTURE Total Proposed Watts may not exceed Total Mowed Watts for Interior 3 Allowed Watts per S.F. ** 1.0 .8 (May not exceed Total Mowed Watts for Interior) Number of Fixtures 27 12 NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. NEW EXHAUST FAN. NEW THREE —WAY SWITCH LOCATION Area in S.F. 2,181 628 Total Mowed Watts Watts/ Fixture 64 50 Total Proposed Watts LTG -SUM 2004 Date 08/25/08 For Building Department Use Allowed X Area 2,181 502 2,683 Watts Proposed 1,728 600 2,328 Tenant: ICE SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 ••, burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500. Seattle . WA 88101 Tn.: 206.587.7170 FAx:206. 667.7122 All reproduction & intellectual property rights reserved c 2008 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 2009 City of Tukwila BUILDING DIVISION t Professional seal No. Issue Description PERMIT SET / REVISION 2 REVISION Project No: 08— SB06 -00 REGISTERED T P G. KOLODZIEJSKI STATE OF WASHINGTON 7196 RECEIVED CITY OF TUKWILA Drawn by: PN /LP Reviewed by: KK A.. Date 08/25/08 12/22/08 3/2/09 PERMIT CENTER CONSTRUCTION PLAN / REFLECTED CEILING PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 0 8' POWER AND DATA PLAN 1 6' 24' FINISH PLAN 8' 16' 24' 1/8" = 1'— 1/8" = 1'- 0" If OPEN OFFICE LIBRARY & STORAGE • • • 3,061 LS 3,061 .,S WALL MOUNTED DEVICES DESCRIPTION DUPLEX OUTLET QUADRAPLEX OUTLET DEDICATED DUPLEX OUTLET VOICE & DATA COMBINATION OUTLET JUNCTION BOX WITH WHIP LEAD FOR FURNITURE. ACCESS CONTROL SYSTEM (BY OTHERS) GENERAL SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. VERIFY REQUIREMENTS WITH TENANTS FURNITURE VENDOR VERIFY TYPE WITH TENANT AND SYSTEM REQUIREMENTS WITH TENANT AND BUILDING MANAGEMENT. 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, ANAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE /DATA REQUIREMENTS WITH TENANT. 5. ALL ELECTRICAL OUTLETS ARE TO MEET NATIONAL ELECTRICAL CODE (NEC) COMMERCIAL GRADE REQUIREMENTS FOR 2C AMP CIRCUITS UNLESS OTHERWISE SPECIFIED. LESSOR SHALL LIMIT SIX TO EIGHT ELECTRICAL DUPLEX OUTLETS TOA CIRCUIT TO AVOID AN OVERLOAD. GROUND WIRE USED FOR CHASSIS GROUND MUST BE #10 AWG, OR LARGER, STRANDED COPPER WIRES, FROM GROUND BAR IN TELEPHONE ROOM TO NEAREST BUILDING GROUND. GROUND WIRE USED FOR SINGLE —POINT GROUND MUST CONFORM TO LOCAL BUILDING CODES. / I \ 6. PROVIDE B -2 THROUGHOUT, UON. 7. PROVIDE P -2 THROUGHOUT, UON. 8. PROVIDE CPT -2 THROUGHOUT, UON. 9. REFER TO ELEVATIONS AND DETAIL SHEETS. 10. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 11. ALL DOOR FRAMES ARE PAINTED P.3 EXCEPT OUTSIDE SUITE AT CORRIDOR DOOR TO MATCH EXISTING CORRIDOR CONDITIONS 12. CONTRACTOR SHALL MATCH ALL EXISITING FINISH CONDITIONS INCLUDING CARPET, PAINT, UGHTING FIXTURES, AND SPRINKLERS. FINISH SPECIFICATIONS BASE CARPET CPT -1 ICPT -2I VINYL COMPOSITION TILE VCT -1 VCT -2 PAINT I PL -1 1 PL -2 I 1 ACT I I wr -1 I SHAW SHAW ARMSTRONG ARMSTRONG PLASTIC LAMINATE TBD TBD DESCRIPTION ACOUSTICAL CEILING ARMSTRONG WINDOW TREATMENT TBD 4 "h STRAIGHT RUBBER BASE. COLOR: 49 BEIGE 4 "h STRAIGHT RUBBER BASE. COLOR: 31 ZEPHER CORRIDOR CARPET: METRO BL 50895 IT'S ONLY NATURAL 95220 INSTALLED: DIRECT GLUE —100% NYLON BROADLOOM FIELD CARPET: RIPPLE 50881 SURGE 81510 INSTALLED: DIRECT GLUE —100% NYLON BROADLOOM 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: TBD TRANSITION STRIP: (MATERIAL,SIZE,FINISH) 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: TBD TRANSITION STRIP: ( MATERIAL,SIZE,FINISH) GWB EGGSHELL FINISH. MPI 1152 COLOR: SAND WHITE 639 "WALLS DRO" PLASTIC LAMINATE HORIZONTAL SURFACES /BACKSPASH. LAMINATE COLOR: TBD INTERIOR MELAMINE COLOR PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: TBD INTERIOR MELAMINE COLOR GRID: MATCH EXISTING SUITE STANDARD TILE: MATCH EXISTING SUITE STANDARD 1" HORIZONTAL MINIBUND COLOR: MATCH EXISTING SUITE STANDARD KEYED SHEET NOTES 0. VERIFY CORRIDOR FINISHES WITH BUILDING MANAGEMENT. MATCH EXISTING CORRIDOR. Tenant: ICE SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500. Se tile. WA 88101 TFt: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2008 P G. KOLODZIEJSKI STATE OF WASHINGTON 7196 REGISTERED ARCHITECT REVIEWED FOR CODE COMPLIANCE APPROVED MAY 19 2009 City of Tukwila Iona sea No. Issue Description PERMIT SET REVISION 2 REVISION Project No: 08 — SB06 - RECEIVED CITY OF TUKWILA Drawn by: PN /LP Reviewed by: KK Date 08/2 12/22/08 3/2/09 APR 2'2 2009 PERMIT CENTER POWER & DATA PLAN / FINISH PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2C.1 PARTITION INTERSECTION DETAIL 0 „ 4 " 8 " 1/4" 1 2" 0" 4" 8" 12" PAPER CORNER REINFORCEMENT, TYP. ACOUSTIC INSULATION AS REQUIRED METAL STUDS 5/8" GYP. BOARD BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK CEILING AS SCHEDULED 3 5/8" X 25 GA. METAL STUDS STUDS @ 24" OC, TO 14' -0" MAX. HEIGHT 1 LAYER OF 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS. INSULATION UON ON PLANS POWDER DRIVEN FASTENER 0 24 "oc MET RUNNER TRACK SEALANT CONCRETE SLAB 3" = 1'— NON - RATED FLOOR TO DECK PARTITION 3" = 1_0„ 0" 1/4" 4 B STRUCTURE OF 1 PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 4" 8" 12" 2 "X2 "X12" MIN. LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' -0" OR LESS 2 1/2 "x25 GA METAL STUD BRACING 8' —O" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5' —O" TO 1O' -0" SHALL USE NESTED OR BACK TO BACK 3 -1/2" 25 GA. STEEL STUDS. ABOVE 10' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs. /P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF — TAPPING SM. SCREWS 0 48 "oc, AND 3/4" PIPE SLEEVES INSULATION 3 5/8" X 25 GA METAL STUDS 0 24" OC, TO 14' -0" MAX. HEIGHT. NON -RATED FLOOR TO CEILING 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB PARTITION 3 77 = 17_0" DOOR SCHEDULE w m 0 0 401A 401B 402 403 404 405 406 407 409 G1 DOOR 3' -0" 3' -0" 3' -0" 3' -0" 3' -0" 3' -0" 3' -0" 3' -0" 3' -0" = w J N 3' -0" BLDG STD BLDG STD BLDG STD BLDG STD BLDG STD BLDG STD BLDG STD BLDG STD BLDG STD = CD Li! _ w L�..l 7' —O" A A A A A A A A 4' -8" 4 3 4 2 3 3 1 SIDELIGHT A HARDWARE GROUP GROUP 1 SINGLE, ENTRY LOCKSET RATED GROUP 2 SINGLE, ENTRY LOCKSET RATED GROUP 3 SINGLE, PASSAGE LATCHSET NON -RATED GROUP 4 SINGLE, OFFICE LOCKSET NON —RATED BLDG STD BLDG STD BLDG STD BLDG STD BLDG STD BLDG STD BLDG STD BLDG STD BLDG STD 2 DOOR TYPES WIDTH A —PAINT HALLOW METAL TO MATCH EXISTING CONDITIONS FLUSH S.C. WOOD DOOR DOOR FINISH TO MATCH BLDG STANDARD E = EXISTING, MATCH ALL EXISTING CONDITIONS SIDELIGHT /GLAZING SCHEDULE w to C.7 1/4" TEMPERED w w PROVIDE RELEASE SWITCH ON CARD READER PROVIDE SAFER LOCK, VERIFY WITH TENANT REUSE EXISTING DOOR N/A HALLOW METAL SIDELIGHT /GLAZING TYPES PAINT HALLOW METAL TO MATCH EXISTING CONDITIONS GLAZING AS SCHEDULED E = EXISTING, MATCH ALL EXISTING CONDITIONS DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. 6. PERIMETER DOOR LOCK SHALL HAVE A MINIMUM OF AN 1 —INCH THROW COMPARABLE OR EQUIVALENT TO THE INTERLOCK MECHANISM OF THE SCHLEGE "H" SERIES AND THE CYLINDER CORES SHALL BE HIGH SECURITY MEDECO OR EQUIVALENT. HARDWARE GROUP HARDWARE 1 ENTRY FUNCTION LOCKSET WITH INTEGRAL DEAD BOLT LOCK (1) PAIR HINGES 1 DOOR CLOSER AND LOCK GUARD 1 FLOOR — MOUNTED DOOR STOPS 1 ENTRY FUNCTION LOCKSET WITH INTEGRAL DEAD BOLT LOCK (1) PAIR HINGES 1 DOOR CLOSER AND LOCK GUARD 1 FLOOR — MOUNTED DOOR STOPS 1 CARD READER (RELEASE SWITCH WHERE INDICATED) 1 ELECTRIC STRIKE 1 PASSAGE LATCHSET (1) PAIR HINGES 1 WALL — MOUNTED DOOR STOP 1 OFFICE FUNCTION LOCKSET (1) PAIR HINGES 1 WALL — MOUNTED DOOR STOP REMARKS VERIFY LOCATION OF RELEASE SWITCH WITH TENANT. Tenant: ICE SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 OOIR PORATI ON A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 • •' burgess design I interiors Q architecture 1326 Fifth Avtnue Suite 500. Seattle. WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal REVIEWED FOR CODE COMPLIANCE APPROVED MAY 19 2009 City of Tukwila BUILDING DIVISION I No. Issue Description / 1\ REVISION REVISION KIP G. KOLODZIEJSKI STATE OF WASHINGTON REGISTERED ARCHITECT PERMIT SET 7196 CITY Tl 1KWILq APR 2 2 2009 PERMIT CENTER Drawn by: PN /LP Reviewed by: KK Project No: 08— S806 -00 Date 08/25/08 12/22/08 3/2/09 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW - thm m' 1n s 1 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT UGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH FINISHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET GENERAL DEVICE ALIGNMENT NOTE: • , 3 STUDS MIN. COORDINATE ANCHOR BRACKET LOCATIONS W CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS � ANCHOR BRACKET FRAMING NTS (TYPICAL � LJZI - 1 I� NTS NTS NTS 0 6 12 BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6 "X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR 3 " =1'— 17 NTS NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS END OF PARTITIONS. 3-18 PAN HEAD SHT. MTL. SCREWS 6 "x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. TYPICAL MTL. STUD ANCHOR BRACKET GENERAL CEILING REQUIREMENTS GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: 2006 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7 -05) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION ( CISCA). PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER IBC 1621.1.2 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7 -02 ITEM 9.6.2.6.2.2a. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. PER CISCA ZONES 3 -4 THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7 -05 ITEM 9.6.2.6.1. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSTIVE BRACING. PER ASCE 7 -05 SECTION 9.6.2.6.2.2. ITEM f. LATERAL FORCE BRACING LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACINGS IS REQUIRED FOR CEIUNGS OVER 1,000 S.F. AND NOT REQUIRED FOR CEILINGS UNDER 1,000 S.F. IF THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. PER ASCE 7 -05 SECTION 9.6.2.6.2.2 ITEM c. LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN WITHIN 6' FROM WALLS. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES SHALL BE 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. PER CISCA 3 -4. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASCE SECTION 9.6.2.6.2.2. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER CISCA 3 -4. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEIUNG GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASCE 7 -05 SECTION 9.6.2.4.2.2 ITEM b. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). PER CISCA SEISMIC ZONES 3 -4. THERE SHALL BE A MIN. 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN— ATTACHED WALLS. PER ASCE 7 -05 SECTION 9.6.2.6.2.2 ITEM b. SPREADER BARS SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. PER CISCA SEISMIC ZONES 3 -4. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL ACT SEISMIC BRACING DIAGRAM NTS 12 GA. BRACING WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1621 MINIMUM STARNARD: SECTION 9.6 ASCE 7. GENERAL CEILING REQUIREMENTS CONT. HANGER (SUSPENSION) WIRES SEISMIC COMPRESSION STRUT 2 GA. VERTICAL HANGER WIRE AT 4' -0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. COUNTER SLOPING WIRES TO BE A PAIR OF WIRES SLOPING AWAY FROM GRID MEMBER IN OPPOSITE DIRECTIONS AT A MIN. 45' ANGLE FROM PLANE OF CEILING. PER ASTM C 636 SECTION 2.1.4 HANGER WIRES SHALL BE 12 GAGE AND SPACED 4" O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3 -4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. PER CISCA ZONES 3 -4 POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. PER ASCE 7 -05 SECTION 9.6.1.6.5. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER CISCA ZONES 3 -4. ELECTRICAL FIXTURES UGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FORM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. UGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE UGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER CISCA SEISMIC ZONES 3 -4. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTMON THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEIUNG BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7 -05 ITEM 9.6.2.6.2.2d. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS A FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASCE 7 -05 9.6.2.6.23.2 ITEM e. P01 otet NTS Tenant: ICE SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 co COR PORATUON A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 ..I • • burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500. Seattle. WA 08101 Trl: 206.587.7170 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2008 REVIEWED FOR CODE COMPLIANCE APPROVED I MAY 19 2009 City of Tukwila BUILDING DIVISION I Professional seal No. Issue Description PERMIT SET / 1\ REVISION REVISION Drawn by: PN /LP Reviewed by: KK Project No: 08 — SB06 - DETAILS 7196 REGISTERED ARCHITECT • • DZIEJSKI STAT . F WASHINGTON Date 08/25/08 12/22/08 3/2/09 CITY OF TUKWILA APR 2'2 2009 PERMIT CENTER Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2