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Permit D09-224 - CORELINK - OFFICES
COREUNK 12201 TUKWILA INTERNATIONAL BL EXPIRED 12 -04-10 D09 -224 Cityilf 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 DEVELOPMENT PERMIT Parcel No.: 0923049120 Permit Number: D09 -224 Address: 12201 TUKWILA INTERNATIONAL BL TUKW Issue Date: 11/17/2009 Suite No: Permit Expires On: 05/16/2010 Tenant: Name: CORELINK Address: 12201 TUKWILA INTERNATIONAL BL, STE 200 , TUKWILA WA Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWU1A INTERNATIONAL BLVD , SEATTLE WA 98168 Phone: Contact Person: Name: JOHN HUGHES Address: 22619 NE 202 ST , WOODINVILLE WA 98077 Phone: 206 730 -6577 Contractor: Name: HUGHES CONSTRUCTION Address: 22619 NE 202 ST , WOODINVI LLE WA 98072 Phone: 425- 7878 -7901 Contractor License No: HUGHEC*011MT DESCRIPTION OF WORK: REMODEL EXISTING OFFICE WITH NEW DOORS AND OFFICES. ADD SECURITY DOOR. Value of Construction: $30,000.00 Fees Collected: $1,040.37 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: IIA Occupancy per IBC: 0008 doc: IBC -10/06 * * continued on next page ** Expiration Date: 01/19/2011 D09 -224 Printed: 11 -17 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Water Meter: Permit Center Authorized Signature: The grantin constructi Signature: Print Name: doe: IBC -10/06 City oiffTukwila 1 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 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. ermit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating rformance of work. I am authorized to sign and obtain this development permit. .10)+0 Uu4 Private: Public: Permit Number: DO9 -224 Issue Date: 11/17/2009 Permit Expires On: 05/16/2010 Va Date: 11 "l - 09 Date: 1 t I/ .6 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -224 Printed: 11 -17 -2009 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 Parcel No.: 0923049120 Permit Number: D09 -224 Address: 12201 TUKWILA INTERNATIONAL BL TUICW Status: ISSUED Suite No: Applied Date: 10/16/2009 Tenant: CORELINK Issue Date: 11/17/2009 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: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: 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. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: 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. 13: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 14: ** *FIRE DEPARTMENT CONDITIONS * ** The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the D c: Cond -10/06 D09 -224 Printed: 11 -17 -2009 following concerns: 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 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). (1FC 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 sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 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 sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) doc: Cond -10/06 D09 -224 Printed: 11 -17 -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: hltp: / /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. doc: Cond -10/06 D09 -224 Date: l 1 ' I 1 '01 ordinances governing or local laws regulating Printed: 11 -17 -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 square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 30: 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. 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: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 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 -224 Printed: 11 -17 -2009 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 122 T � k a iw t 14 M Tc. 13(45 Tenant Name: Co (.4 44 / 4 - Property Owners Name: 50 6E j Ceree a fs f 1 •ol Mailing Address: 1 � • 2 ' O 1 Tviot 14 IPr•r(.. 6✓ 4/4 Name: Company Name: Mailing Address: Contact Person: E -Mail Address: John go h eJ /Goo Xotop2,Iti bG--' ktpk @ Aht • r Building Permit No. PO__" Mechanical Permit No. Plumbing/Gas Permit No. Public Works !Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 6 9 Z3 ' Z ° Suite Number: Zoo Floor: 2 New Tenant: ❑ Yes .No 'Lf o Contact Person: E -Mail Address: Contractor Registration Number: 5E*T1e City State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: Mailing Address: Zip City State E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: State Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of R cord B & DeSt4A) 1)24P S T1 4 • If Soo sotrTi We} 1 City State Day Telephone: 7 ` 573 7 - 7 (20 Fax Number: 24 - 58 7 - 71 Z Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: KNApplicationsWorms- Applications On Line'2009 Applicanonstl -2009 - Permit Application.doc Revised 1-2009 bh State Zip Page 1 of 6 • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3 o *O0 Existing Building Valuation: $ 1 '4 • Scope of Work (please provide detailed information): Re 0 It f4i$ l]a! �j eXGE C w 1 T t �w Qoon.S f OF i 4 - Ef . ,4,o ftcJ� doe /, •/ Will there be new rack storage? ❑ Yes X . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: X. (Aq,M,4 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: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No 1f 'yes'. attach list of materials and storage locations on a separate 8 -1 /2 "x II " paper including quantities and Material Sa ety ata Sheets. Floor area of accessory dwelling: SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H Wpplications\Forms- Applications On Line■2009 Applicauons‘l- 2009 - Permit Application.doc Revised I -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure ■ i New Type of Construction per IBC Type of Occupancy per IBC l st Floor 2 ntl Floor 17 331 IS 41 0 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3 o *O0 Existing Building Valuation: $ 1 '4 • Scope of Work (please provide detailed information): Re 0 It f4i$ l]a! �j eXGE C w 1 T t �w Qoon.S f OF i 4 - Ef . ,4,o ftcJ� doe /, •/ Will there be new rack storage? ❑ Yes X . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: X. (Aq,M,4 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: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No 1f 'yes'. attach list of materials and storage locations on a separate 8 -1 /2 "x II " paper including quantities and Material Sa ety ata Sheets. Floor area of accessory dwelling: SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H Wpplications\Forms- Applications On Line■2009 Applicauons‘l- 2009 - Permit Application.doc Revised I -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ' . ' UTHORIZED AGENT: Signature: Date: /6 ' 1 to '0, Print Name: iD 14 / Day Telephone: 2-0(0 "3o — 1 Mailing Address: 7--Z-to t 1 NC zoz,JAP M ' WOoDINVIl L4 WA , g ten State Zip Date Application Expires: It' [10 Date Application Accepted: tud rl H: LApphcaiionsTonns- Applications On I-inc'.2009 Applications'I -2009 - Permu Application doc Revised I -2009 bh City Staff Initials: (. Page 6of6 Parcel No.: 0923049120 Permit Number: D09 -224 Address: 12201 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 10/16/2009 Applicant: CORELINK Issue Date: Receipt No.: R09 -01825 Initials: User ID: Payee: WER 1655 ACCOUNT ITEM LIST: Description HUGHES CON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2933 632.30 Authorization No. BUILDING - NONRES STATE BUILDING SURCHARGE 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 RECEIPT Payment Amount: $632.30 Account Code Current Pmts 000.322.100 627.80 640.237.114 4.50 Total: $632.30 Payment Date: 11/17/2009 08:55 AM Balance: $0.00 P YMENT RECEIVED doc: Receiot -06 Printed: 11 -17 -2009 Receipt No.: R09 -01615 Payee: JOHN E. & LALLIE C. HUGHES ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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 Parcel No.: 0923049120 Permit Number: D09 -224 Address: 12201 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 10/16/2009 Applicant: CORELINK Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Initials: JEM Payment Date: 10/16/2009 08:38 AM User ID: 1165 Balance: $632.30 Payment Check 11018 408.07 Authorization No. RECEIPT Account Code Current Pmts 000/345.830 408.07 Total: $408.07 Payment Amount: $408.07 PAYMENT RECEIVED doc: Receiot -06 Printed: 10 -16 -2009 Project: C U, t_1 M 14_ Type of Inspection: C jvtS isarPKer) ( -' S Ad ress: 1? 20 t T Date Called: Special Instructions: Date Wanted: i 1 Z / / a.m. P.m. Requester: Phone No: - -INSPECTION RECORD Retain a copy with permit PERMIT NO. NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect ceipt No.: D7 f 5/ /4 .00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: Project: Type of Inspection: .) Address: i242o / 77-1.- 3 Date Called: Special Instructions: /7 Date Wanted: Requester: Phone No: ....vG -730 -6 L INSPECTION RECORD etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Lac -u PERMIT NO. PA (206)431 -36 0 2 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: "I _I )(' 4 Inspe( tor: IDate: 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: FCZAnitJc, Address: 12-2_01 ¶ I- C3 Date Called: 4 'N+\'I Special Instructions: rd ✓r ott a.m. Requester: J Y `ri) 0 4 Q col-- -f - i e_- -5cX/ )-. nl,.:7" of ( :( : _. :0 teAld 0 , A f e r A . a J`-tPd -r v p • e_' 1.)W x`1 S .-■ 1. 1 1 Project: C�f7 - L,In1K Type of Inspection: FCZAnitJc, Address: 12-2_01 ¶ I- C3 Date Called: Special Instructions: Date Wanted: II(Ie / o�1 a.m. Requester: Phone No: -Oh -130- (,S 7 7 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit DO -22 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36170 ❑ Corrections required prior to approval. Inspec or: Date: I r w , 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: Project: C c Type of Inspection: /fir,- f , f Hood & Duct: Address: / Z 2. a / Suite #: Z vv - r,r/3 Contact Person: E1144 #- Occupancy Type: Special Instructions: Phone No.: U ?-- ° '"7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: NSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 1,07- /0- Jr"- © 33 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: 0 Ai/ 1? yen orCc 3 rvc •ec ptrkol-- -h -k retee I eY I Inspector: Date• Hrs.: $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 1/13/06 T.F.D. Form F.P. 113 Project: Co f, , lc Type of Inspection: Address: y z -2.0 ) Suite #: 70(, -r 1 g Contact Person: " s4-TT 5 9 Special Instructions: Permits: Phone No.: 70G,. q3 - b 5 / 7 - /T 4,1 /-- c/'; c.. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: /,f 4 Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. -# -Z.-/ 5 Inspector: // F4/1/ `'a [ Word /Inspection Record Form.Doc INSPECTION RECORD Retain a tOpy with permit CITY OF TUKWILA FIRE DEPARTMENT q zzy oef- r- Zl S PERMIT NUMBERS n Corrections required prior to approval. �"a- -- d 9 COMMENTS: Pe z4 ,1; ( l — 64 ;k tt- Zoe Akei5 cwfie_+f /_`.Ye CO a ✓ rQ >. 4 - P �z tr lie civil / AS Hrs.. r0 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 Project: C a e, , ? )<. Type of Inspection: Hood & Duct: Monitor: _ Address: / Z z o I Suite #: -r , a Contact Person •�i9fri Special Instructions: Phone No.: o - Gfz 3,.5' 77 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits. Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 L per applicable codes. O INSPECTION RECORD Retain a copy with permit Word /Inspection Record Fori Doc 1/13/06 n09 LZ (39- s- 179 PERMIT NUMBERS n Corrections required prior to approval. 00 REINSPECTION FEE REQUIRED. You will receive an invoice from f Tukwila Finance Department. CaII to schedule a reinspection. T ,F.D. Form F.P. 113 COMMENTS: nspector. Date: / Fl rs.. t ?Kai1„rii:xiiry?:;Y: c# 1 hi^ 4rt fireAc:nftattrAITe'•s`C't',$r I,4E' D esigned for indoor or outdoor access control applications, the MST is the choice of security professionals. The precision - crafted MST has fully welded roto, yoke and barrier sections, providing superior structural strength and attractive styling. High quality bearings, an investment grade stainless steel mechanism and hardened stainless steel lock arms provide a consistent, smooth rotation and years of trouble free service. The turnstile is available with manual (MST) or electric (MSTX) operation. Electrically controlled versions use state -of- the -art technology. A rugged industrial- REVI CODE 0 Ise —II ° � =' 7I A P i 'i i �. O CT = 0 2009 C ity of Tukwila BUILDING DIVISION FILE COPY grade controller, electronic rotation detection, bi- directional interface and time out functionality are all standard on electrically controlled models. The MST is designed for integration with any identification and access system. The turnstile arrives In four main components and is easily assembled. A large terminal strip interface and field diagnostics tools simplify the process of integrating the unit into a security application. The MST is available in stainless steel, galvanized and color powder coat finishes. Card reader mounting plates are also available. uCT 16 2009 PERMIT CEO ▪ Stainless Steel Internal Components ® Fully Welded Construction ▪ Heavy Gauge Materials CI OFTt1KWiLA • Electric Models Use Advanced Controller • Easy Installation and Systems Integration ALVARADO MFG. CO. ALVARADO SECURITY 0 -'0' N;i 3 +kr ftRiSR11 r Off,tV 1 ia ,fi t t i' r PRODUCT NAME MST full height security turnstile APPLICATIONS Manual MST - Provides directional control in any facility requiring an orderly flow of patrons. Electric MSTX - Provides controlled access to any area requiring access control. PRODUCT FEATURES - Mechanical Styling • Fully welded exterior components • Top and bottom bearing covers • Minimal exposed hardware Materials and Operation • Stainless steel top channel cover • Stainless steel Investment cast components • Heavy gauge materials meeting appropriate ASTM standards • Friction braking for smooth rotation Finishes • Galvanized • #304 stainless steel polished to a #4 satin finish • Baked on color powder coat Upgrading to Electric Lock Control • All key lock controlled manual MST -3 top channels are pre - drilled to accept electrical components for easy field upgrade PRODUCT FEATURES - Electrical Electric • 110VAC input stepped down to low voltage 12VDC • Junction box with dual power receptacle and on/off.power switch provided • Electric turnstiles tested and approved by Los Angeles City Testing Laboratories Controller and Access Control Operation • Electronic rotation detection - no mechanical microswitches required • BI- directional interface - an isolated dry contact signal activates the turnstile - no added interface relay required • Turnstile automatically relocks in 20 seconds if no passage after activation • Controller provides dry contact rotation signal output to access control provider and/or remote counting system • Field activation test buttons allow testing of turnstile functionality separate from access system • "Attendant Override" input accepts dry contact signal to allow attendant to bypass the access control system and unlock the turnstile 12 0" Al. VARADO MANUFAC I UR/NG COMPANY, INC. DESCRIPTION PRODUCT SELECTION MANUAL (MST) MST -1 - Free rotating one direction, locked in opposite direction (not upgradeable). MST -2 - Free rotating in both directions (not upgradeable). MST -3 - Free rotating in both directions, key lock for both directions. ELECTRIC (MSTX) MSTX -4X - Electrically controlled in one direction, locked in the opposite direction. MSTX -5X - Electrically controlled in one direction, free rotating In the opposite direction, hydraulic self - centering mechanism. MSTX -6X - Electrically controlled in both directions. MST(X) OPTIONS Card Status Lights - GreerVred or green/red/yellow to indicate accept /reject status. Fail -Safe Operation - Turnstile provides free rotation upon loss of power In one or both of the electrically controlled directions. Key Override - Unlocks one or both directions of passage. (Separate override required for each direction.) Self- Centering - Automatic hydraulic self - centering roto section (standard feature with MSTX -5X). Battery Backup - Provides backup power for electric models. Adjustable Timed Delay Auto Re -Lock - Allows the duration of time allowed before unit automatically re -locks to be adjusted or disabled in each electrically controlled direction. Card /Swipe Reader Mounting - Mounting plates for card reader systems. Remote Locking - Bypasses the access control system and remotely "closes" the unit in the electrically controlled direction(s). Turnstile Open /Closed Lights - GreerVred lights mounted on the turnstile to Indicate "open/closed" status. (Used in conjunction with the remote locking and unlocking option.) 220 - 240 Volt Transformer - Replaces standard transformer. Serial Interface - Allows turnstile to communicate with a PC or controller via RS -232 serial communication. Heel and Arm Guards - Protective pads available for middle and bottom roto arms. Custom Options - Custom materials and designs are available to meet your specific requirements. WARRANTY Alvarado's one -year written warranty applies to all products MSTX Dimensions • I.— 3.0" Roto Arm Yoke Guard Plate TOP VIEW FRONT VIEW Top Channel OV 54.0 Section 62.25• 24.5" 30 0' 91.0' ■ ■■I _ ■ ■ II ■ ■ II Roto Section Yoke Section PDS1027R2 -2 12660 Colony Street, Chino, California 91710 Phone: 800.423.4143 Fax: 909.628.1403 Phone: 909.591.8431 www.alvaradomfg.com 11 -01 -2010 JOHN HUGHES 22619 NE 202 ST WOODINVILLE WA 98077 RE: Permit No. D09 -224 12201 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: epartment of Community 1 7 Jim Haggerton, Mayor 111 evelopment Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/04/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 12/04/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, enn fer Marshall erm t Technician File: ca Permit File No. D09 -224 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 JOHN HUGHES 22619 NE 202 ST WOODINVILLE WA 98077 RE: Permit No. D09 -224 12201 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/05/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 07/05/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -224 - Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 ACTIVITY NUMBER: D09 - 224 DATE: 10 - - PROJECT NAME: CORELINK SITE ADDRESS: 12201 TUKWILA INTERNATIONAL. BL, STE 200 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DD NTS: . 10 X3 , dt tD a�1 v ing D© F re Prention 1 orks � �o ublic DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete It Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Incomplete WOK to ;- Planning Division ❑ Permit Coordinator n DUE DATE: 10-20-09 TUES/THURS ROUTING: Please Route t Structural Review Required 111 No further Review Required n REVIEWER'S INITIALS: DATE: DATE: Not Applicable Approved Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: LETTER OF COMPLETENESS MAILED: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 11 -17-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 WESTERN SURETY COMPANY 25320517 07/15/2002 Until Cancelled 3/18/2007 EXPIRED $12,000.0007/16 /2002 1 UNITED PACIFIC INS CO 6877770 07/30/1999 Until Cancelled 07/23/2000 $6,000.00 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HUGHECI954DQCONSTRUCTION HUGHES INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 3/18/2005 3/18/2007 EXPIRED Name Role Effective Date Expiration Date HUGHES, JOHN E OWNER 01/01/1980 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LItI 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 HUGHES CONSTRUCTION 4257887901 22619 NE 202ND ST WOODINVILLE WA 98072 KING Individual UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 600594030 ACTIVE HUGHEC`011MT CONSTRUCTION CONTRACTOR 7/30/1999 1/19/2011 GENERAL UNUSED Other Associated Licenses Business Owner Information Bond Information • https://fortress.wa.gov/lni/bbip/Detail.aspx • Page 1 of 2 11/17/2009 GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE UST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: 0 0 20' L. ANGLE © AT CL CENTERLINE SHEET NO. 1 DRAWING TITLE BAR FLOOR ELEVATION SYMBOLS sc 92' -0" +1' -0" NOMINAL FLOOR .�- ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE SPACE NAME 1 1127 1 DOOR SYMBOL DOCUMENT SHEET SYMBOL 1 INDICATES FINISHED SURFACES TO ALIGN DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE SPACE NUMBER KEYED SHEET NOTES GLAZING SYMBOL ' REVISION NUMBER ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE AV BLDG BOT CAB CL CLG 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 ARCH / INTERIOR ABBREVIATIONS FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF - 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 - MECHANICAL MEZZ - MEZZANINE MFR MANUFACTURER MIN - MINIMUM MISC - MISCELLANEOUS MTD - MOUNTED MTL - METAL N/A - NOT APPLICABLE NIC - NOT IN CONTRACT NTS - NOT TO SCALE OC - ON CENTER OFF - OFFICE OPNG - OPENING OVHD - OVERHEAD P - PAINT PART - PARTITION PERF - PERFORATED PERIM - PERIMETER PERP - PERPENDICULAR PLAM - PLASTIC LAMINATE PLYWD - PLYWOOD QTY - QUANTITY (R) - RELOCATED RA - RETURN AIR RCP - REFLECTED CEILING PLAN REC - RECESSED REF - REFERENCE REFR - REFRIGERATOR REL - RELOCATE REV - REVISION OR REVISED RM - ROOM RO - ROUGH OPENING RTD - RATED SCHED - SCHEDULE SF - SQUARE FEET /FOOT SHT - SHEET SIM - SIMILAR SPEC - SPECIFICATION SPKLR - SPRINKLER SPKR - SPEAKER SQ • - SQUARE STD - STANDARD STL - STEEL STOR - STORAGE STRL - STRUCTURAL STRUC - STRUCTURAL SYMM - SYMMETRICAL TBD - TO BE DETERMINED TEL - TELEPHONE OR TELECOM TEMP - TEMPERED THK - THICKNESS TO TOS TYP UON UPS VCT - VINYL COMPOSITION TILE VIF VERIFY IN FIELD ■/ - WITH WC - WATER CLOSET WD - WOOD W/0 - WITHOUT - TOP OF - TOP OF SLAB - TYPICAL - UNLESS OTHERWISE NOTED - UNINTERRUPTED POWER SUPPLY DEFINITIONS AND DIMENSIONS A. DEFINITIONS: 1. 'TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF • PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE. FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. BUILDING SUMMARY PROJECT ADDRESS: CORELINK INTERGATE WEST - BUILDING B 12201 TUKWILA INTL BLVD, SUITE 200 SEATTLE, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: IIA, 1 HOUR, FULLY SPRINKLERED, WITH SPRINKLERS SUBSTITUTING ONE HOUR PROTECTION ON STRUCTURE. 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: NOT RATED PER SUBSTITUTE 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 1,541 SQUARE FEET TOTAL APPROXIMATE SUITE AREA: 7,109 SQUARE FEET TOTAL APPROXIMATE FLOOR AREA: 17,331 SQUARE FEET OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: SEE EGRESS PLAN BELOW NUMBER OF EXITS REQUIRED: SEE EGRESS PLAN BELOW MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 100' 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, FINISHES. STREET MAP EGRESS PLAN NO CHANGE TO EXISTING EXITING PATTERN NTS COMMON PATH OF EGRESS TRAVEL: 62' COMMON PATH OF EGRESS TRAVEL: 91' cat DEC :042010 AREA OF WORK PROJECT TEAM TENANT: CORELINK 12201 TUKWILA INTL BLVD, SUITE 200 SEATTLE, WA 98168 TEL: 206.335.0171 FAX: 206.242.1676 ATTN: GARRICK STURGILL ARCHITECT /DESIGNER: BURGESS DESIGN, INC. 1326 - 5TH AVENUE, SUITE 500 SEATTLE, WASHINGTON 98101 TEL: 206.587.7120 FAX: 206.587.7122 ATTN: KIP KOLOKZIEJSKI BUILDING MANAGER: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 -5121 TEL: 206.281.8700 FAX: 206.281.0920 ATTN: SANDRA SUSKIC DRAWING INDEX `DRAWING ISSUED X 0 0 rn rn X X X X X X X X rn 0 SEPARATE PERMIT REQUIRED FOR intebbankal latlectrIcal City of Tukwila BUILDING DIVISION 320 SF 3 OCCUPANTS REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. GENERAL G.0.1 PROJECT NOTES G.0.2 SITE PLAN ARCHITECTURAL / INTERIORS A.2A.1 CONSTRUCTION PLAN REFLECTED CEILING PLAN POWER & DATA PLAN A.9.1 DOOR SCHEDULE / DETAILS Permit No. GENERAL CONTRACTOR: HUGHES CONSTRUCTION 22619 NE 202ND STREET WOODINVILLE, WA 98007 TEL: 206.730.6577 ATTN: JOHN HUGHES 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. LEGAL DESCRIPTION / PARCEL N PARCEL NUMBER: 0923049120 LEGAL DESCRIPTION: BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TH S 89 -16 -35 E 100 FT TH S 24 -13 -53 E 969.61 FT TO POINT OF BEGINNING TH N 65 -46 -07 E 58.17 FT TH N 63 -32 -48 E 62.13 FT TH S 22 -47 -01 E 21.44 FT _ TH N 65 -30 -25 E 199.33 FT TO POINT ON WLY R/W LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1 -K APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT, CENTER BEARING S 65 -44 -51 W, THRU C/A OF 1 -16 -30 DISTANCE OF 62.42 FT TH FOLLOWING SAID WLY R/W LINE N 67 -01 -21 E 10 FT TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2815 FOOET RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 67 -01 -21 W THRU C/A OF 6 -31 -21 DISTANCE OF 320.45 FT TH S 73 -32 -42 W 16.58 FT TH S 71 -35 -51 W 61.96 FT TH N 78 -38 -58 W 7.83 FT TH S 75 -53 -44 W 106.07 FT TH N 05 -01 -10 W 18.41 FT TH S 82 -22 -27 W 64.93 FT TH S 63 -55 -24 W 58.16 FT TH N 24 -13 -53 W 334.22 FT TO POINT OF BEGINNING - LOT B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98 -0033 RECORDING NO 9810059013 G.0.0 COVER SHEET / PROJECT INFORMATION Plaapproval is to and omissions. Approval constucdon documents does not authorize the violation of any adopted code orolld utoe. Reoept of and conditions is aCI011owledged: Die: Lt. L1-09 4,787 SF 48 OCCUPANTS THROUGH (2) EXISTING EXITS CUMULATIVE OCCUPANT TOTAL THROUGH DOOR: 20 OCCUPANTS City Of Thkwila BUILDING DIVISION APPROVED OCT 3 0 2009 43 UK City of Tukwila BUILDING DIVISION :`I Tenant: CORELINK INTERGATE WEST - BUILDING B 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite S00 . Seattle .54 98101 TEL: 206.587.1120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal No. Issue Description Drawn by: TS REGISTERED ARCHITECT 3 • /' KIP G. ICOLCDZIEJSKI STATE OF WASHINGTON REVIEW SET PERMIT SET 7196 Project No: 09- 0160 -00 10/9/09 10/15/09 cITRrOFT u A OCT 16 2009 PERMIT CENTER Reviewed by: KK Date COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 4. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND . INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WIN THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABUSHMENT AND MAINTENANCE OF ALL UNES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUAUTY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DMSION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWORK; 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL- PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE VINYL UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1 -1/2 PAIR OF BUTT HINGES, ONE. LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET 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 UNE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) REUTE SHALL BE PREMIUM POLISHED FINISH. DMSION IX FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEIUNG GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEIUNG 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 AUGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEIUNGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -0 ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 10. ADJUST PARTMON HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE COFNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTMOUS 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 - PANTING 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 SPECIFICATIOI\S 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 CONPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE . WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV - MECHANICAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABIUTIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEW %ATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBNG 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 UGHTING, 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. LOCATICN OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSItM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. . 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT 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 CENTERUNE 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 AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK.* 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING POWER /DATA DEVICES BUILDING OWNER FOR AND AS DIRECTED BY 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 PARTTIONS, 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 UGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL RE- CIRCUIT AND RE- SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 10. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. . VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSILM AS PART OF THE DESIGN BUILD CONTRACT. 11. PROVIDE, ALTER OR VERIFY ALL EMERGENCY BY EXISTING CONDITIONS AND CODE REQUIREMENT VYCo1" 5 WAY LIGHTING AS DIRECTED CODE COMPLIANCE APPROVED OCT 3 0 2009 City of Tukwila BUILDING DIVISION CITY RECEIVED CITY OCT 16 2009 PERMIT CENTER Tenant: CORELINK INTERGATE WEST - BUILDING B 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design I interiors ® architecture 1326 Fifth Avenue Suite 500. Se ttic . WA 98101 TEL 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 Professional seal DEC 04 2010 No. Issue Description Drawn by: TS REVIEW SET PERMIT SET Project No: 09- 0160 -00 REGISTERED ARCHITECT 1 OA • • G. KOLODZIEJSKI ': STATE OF WASHINGTON 7196 PROJECT NOTES Reviewed by: KK Date 10/9/09 10/15/09 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 • N *0t � ■amill.w♦tmakaunobmwa r..apt . Arta. m♦ tf. satt.....t......t4. 1.1.t41.....to.siomouessumte.ywtf.uaam lamina La=s akv_a":,1_� t.wo. miter. sty ousto.....t40.1.wiemmu sause.mttomew 000000 CCCCC 0000000 0000000 CC CC C CC CCCC CCCC CC TUKWILA INTERNATIONAL BLVD. 1 SITE I LA N NOT A LEGAL SURVEY 16' 24' NTS DEC 0 42010 VIEWED FOR C� � ECOMPLIANC E APPROVED OCT 3 0 2009 City ofTukwila SITE PLAN BUILDING DIVISION CITypRTI,q OCT 16 2009 PERMIT CENTER Tenant: CORELINK INTERGATE WEST - BUILDING B 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design I interiors 0 architecture 1326 Fifth Avenue Suitt: 500 . Scathe . WA 98101 TEL: 206.587.7120 FAx:206. 587.7122 All reproduction & Intellectual property rights reserved c 2009 Professional seal No. Issue Description Drawn by: TS REVIEW SET PERMIT SET 1 0/1 5/09 Project No: 09- 0160 -00 G. KOLODZIEJSKI STATE OF WASHINGTON Reviewed by: KK Date 10/9/09 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 Lighting Summary LTG —SUM 2004 Project Info Project Address COREUNK Date 10/9/09 12201 TUKWILA INTERNATIONAL BLVD. For Building Department Use SEATTLE, WA 98168 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1328 FIFTH AVENUE, 1500, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Project Description ❑ New Building ❑Addition DI Alteration Compliance Option ❑ Pr>maiptire i lighting Power Mowcnce ❑ Systems Analysis (See Qualification Checklist (over). Indeate Prescriptive & IPA spaces dearly an pim) ❑ No changes are being made to the lighting ® Less than 80% of the fixtures are new and installed lighting wattage is not being increased LIGHTING SUMMARY 2004 Washington State Nonresidential Energy Code Compliance Form SYMBOL LEGEND EXISTING CONSTRUCTION TO REMAIN Orszszarint NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K /A.9.1 FULL HEIGHT SIDEUTE PARTIAL. HEIGHT SIDEUTE `— FRAMELESS SIDEUTE 0 0 F.E. NEW OR EXISTING FIRE EXTINGUISHER GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDEONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTi110N, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED . TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE- RETARDENT TREATED WOOD. 9. ALL FINISHES TO MATCH EXISTING. REPAIR EXISTING FINISHES AT NECESSARY. CEILING LEGEND LIGHTING SYMBOL ii J N/R N = NEW R = RELOCATE SYMBOL 1= 0 DESCRIPTION /SPEC EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. NEW OR RELOCATED 2' X 4' FLUORESCENT FIXTURE. ® N /R N = NEW R = RELOCATED EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL NEW OR RELOCATED EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL EXISTING SPRINKLER FOR REFERENCE ONLY, NOT FOR DESIGN INTENT. NEW SWITCH LOCATION. GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFELY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY /RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. WALL MOUNTED DEVICES DESCRIPTION EXISTING TO REMAIN PRE DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) DEDICATED QUADRAPLEX OUTLET DEC; 0 4 2010 VOICE & DATA COMBINATION OUTLET BLANK COVER PLATE GENERAL SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF AiL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDEONS ADD ONAL P /P /D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE /DATA REQUIREMENTS WITH TENANT. 5. UNLESS DIRECTED OTHERWISE, ALL VOICE /DATA CABUNG AND EQUIPMENT ASSOCIATED WITH VOICE /DATA SERVICE INCLUDING WORK FROM BUILDING /FLOOR D -MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. 6. ELECTRICAL CONTRACTOR TO VERIFY AND CORDINATE POWER AND DATA REQURRMENTS WiTH THE TENANT. KEYED SHEET NOTES CONTRACTOR TO VERIFY HALLWAY WIDTH WITH DOOR #200 SHOP DRAWINGS. EXISTING STAIR. NO CHANGE TO CEILING. ALL ELECTRICAL AND VOICE /DATA TO BE CONFIRMED BY TENANT. ALL FINISHES TO BE VERIFIED BY TENANT. HATCHED AREA TO MATCH. EXISTING CORRIDOR CEILING. ciTV��u�c�nu, OCT 1 s zoos PERMIT CENTER (E) OFFICE 1 206 1 EQ. OPEN OFFICE 1 205 1 CONFERENCE 1 207 1 EQ. CONSTRUCTION PLAN � REFLECTED CEILING PLAN 0 8' 16' 16 ' 24' 24' 0 C POWER AND DATA PLAN 0 u-�n 16' � e' 24' MEN MEN a CSI JAN. 6 NJ 1/8" 1 I- 0" 1/8" = 1'- 0 6 1/8" =1 -0" 10- k 1. tamirna: INSITERS. i ��1�►�9 'II IN= LOBBY TEL 1 Tenant: CORELINK INTERGATE WEST - BUILDING B 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design interiors p architecture 1326 Firth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 Professional seal No. Issue Description REVIEWED FOR CODE COMPLIANCE APPRIWFD OCT 3 0 2009 itv of Tukwi BllttBtIMfVt4lfib REGISTERED ARCHITECT P G. KOLGDZIEJSK1 STATE OF WASHINGTON REVIEW SET PERMIT SET 7196 Drawn by: TS Reviewed by: KK Project No: 09- 01 -00 Date 10 10/ CONSTRUCTION PLAN REFLECTED CEILING PLAN POWER AND DATA PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.1 NOTE: , 3 STUDS , MIN. COORDINATE ANCHOR BRACKET LOCATIONS W CASEWORK & EQUIPM WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING NTS 1/4" 1 DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW 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. GENERAL DEVICE ALIGNMENT BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. n in s J. AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT CONCRETE SLAB LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR Lb no CARD READER WHERE OCCURS 1 HARDWARE LATCH FINISHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET 2 "X2"X12" MIN. LEG AT STRUCTURE — ATTACH W 2 POWDER DRIVEN F NERS PER BRACE OR OTHER APPROVED METHOD SUSPENDED CEILING AS SCHEDULED VERIFY B/S HEAD CONDITION 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF — TAPPING SM. SCREWS © 48 "oc, AND 3/4" PIPE SLEEVES INSULATION 3 5/8" X 25 GA METAL STUDS CO 24 OC, TO 10 -9" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS POWDER DRIVEN FASTENER ® 24" OC MET. RUNNER TRACK SEALANT NTS PLENUM HEIGHT OF 5' -0" OR LESS 2 1/2 1 x25 GA METAL STUD BRACING 0 8' -0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTT11ONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5' —O" TO 10' -0" SHALL USE NESTED OR BACK TO BACK 3 -1/2 25 GA. SILEL STUDS. ABOVE 10' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs. /P.S.F. RATED FLOOR TO CEILING PARTITION 3" = 4" 0" 12" DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. HARDWARE GROUP HARDWARE GROUP GROUP 1 EXISTING HARDWARE GROUP 2 SINGLE, OFFICE LOCKSET NON —RATED GROUP 3 SINGLE, PASSAGE LATCHSET NON —RATED GROUP 4 SINGLE, ENTRY LOCKSET NON —RATED DOOR SCHEDULE 200 202 203 204 206 207 208 DOOR 62.25" 3 -0" 3 -0" 3 -0 3' -0" 3' -0" 3' -0" W 0 z 91" 7' -0" 7 7 -0" 7' -0" 7' -0" 7 -0 A A A A 2 2 3 HARDWARE 1 OFFICE FUNCTION LOCKSET 1.5 PAIR HINGES 1 WALL — MOUNTED DOOR STOP 1 PASSAGE LATCHSET 1.5 PAIR HINGES 1 WALL — MOUNTED DOOR STOP 1 ENTRY LOCKSET 1.5 PAIR HINGES 1 WALL— MOUNTED DOOR STOP 1 B/S CLOSURE MTL MTL MTL 2 w REMARKS SPECIAL SECURITY DOOR, SEE ATTACHED SPECIFICATION DOOR TYPES WIDTH 1 9 —B/S FRAME B/S FLUSH S.C. WOOD DOOR E = EXISTING, MATCH ALL EXISTING CONDMONS DEC O 42010 — REVIEWED FOR CODE COMPLIANCE ADOWNED r c r ) ?009 City of Tukwila IILDING DIVISION cITY OF TutA OCT 16,2009 PERMIT CENTER 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 0 END OF PARTITIONS. 3—#8 PAN HEAD SHT. MIL SCREWS 6 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 1MIN BEYOND MOUNTING POINT EACH DIRECTION. TYPICAL MTL. STUD ANCHOR BRACKET NTS Tenant: CORELINK INTERGATE WEST - BUILDING B 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design interiors Q architecture 1326 Firth Avenue Suite 500 . Scittle . WA 98101 TEL: 206.587.7170 FAX:206. 587.7122 All reproduction Sc intellectual property rights reserved c 2009. Professional seal No. Issue Description Drawn by: TS /u, . G. KCLODZIEJSKI 41 STATE QF WASHINGTON REVIEW SET PERMIT SET 7196 Project No: 09- 01 60 - Reviewed by: KK DOOR SCHEDULE / DETAILS Date 10/9/09 10/15/09 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1