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HomeMy WebLinkAboutPermit D10-340 - CORELINK - TENANT IMPROVEMENTCORELINK 3311 S 120 PL EXPIRED 09 -25-12 D1O-340 City opftukwila • 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.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Project Name: CORELINK DEVELOPMENT PERMIT Permit Number: D 10 -340 Issue Date: 02/23/2011 Permit Expires On: 08/22/2011 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Contact Person: Name: RANDY MORGAN Address: 1326 5 AV - STE 500 , SEATTLE WA 98101 Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Contractor License No: BNBUII *990K3 Phone: 206 - 342 -0114 Phone: 206 382 -3443 Expiration Date: 09/12/2011 DESCRIPTION OF WORK: NON - STRUCTURAL TENANT IMPROVEMENT. NEW CASEWORK, DOORS, PARTITIONS, INTERIOR GLAZING AND FINISHES. Value of Construction: $35,000.00 Fees Collected: . $1,215.02 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0010 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D10-340 Printed: 02 -23 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie The granting of this permit does construction or the perform to this permit. Signature: Print Name: N N N • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: o2- ,1 ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am autho : zed to sign and obtain this development permit and agree to the conditions attached Date: 2-23,-// This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. doc: IBC -7110 D10 -340 Printed: 02 -23 -2011 7: All construction shall be done in confo e with the approved plans and the requirem of the International Building Code or International Residential , International Mechanical Code, Washingt ate Energy Code. 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 City of Tukwila Building Department (206- 431 - 3670). 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: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 23: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 25: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention doc: IBC -7/10 D10 -340 Printed: 02 -23 -2011 Bureau. No sprinkler work shall commence out approved drawings. (City Ordinance No 26: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 27: 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) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: 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. 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7110 D10 -340 Printed: 02 -23 -2011 • • (City of Tukwila 90a 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.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Tenant: CORELINK PERMIT CONDITIONS Permit Number: D 10 -340 Status: ISSUED Applied Date: 12/13/2010 Issue Date: 02/23/2011 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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: 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 City of Tukwila Building Department (206- 431 - 3670). 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: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the doc: Cond -10/06 D10 -340 Printed: 05 -02 -2011 • 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 floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Door handles, pulls, Latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 23: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 26: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 27: 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) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) doc: Cond -10/06 D10 -340 Printed: 05 -02 -2011 • 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 30: 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. 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 34: ** *PLANNING DEPARTMENT CONDITIONS * ** 35: There is a stream and associated buffer on the south, west, and north sides of this building. No work or equipment for this project shall be located within the stream or its buffer. * *continued on next page ** doc: Cond -10/06 D10 -340 Printed: 05 -02 -2011 • 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: k go 03t e r C a Date: "Si 2/ II ordinances governing or local laws regulating doc: Cond -10/06 D10 -340 Printed: 05 -02 -2011 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 . Building Permit No. .t t0- 3 iV Mechanical Permit No. • Plumbing/Gas Permit No. Public Works Permit No. Project No: (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION . King Co Assessor's Tax No.: 102304907805 Site Address: 3311 South 120th Ave- Bldg. 2 Tenant Name: Corelink Property Owners Name: Mailing Address: Suite Number: 125 Floor: 1 New Tenant: ❑ Yes ..No City State Zip CONTACT PERSON — who do.we contact when your: permit°is-ready to he issued Name: Randy Morgan Mailing Address: 1326 5th Ave Suiite 500 E -Mail Address: randym @burgessdesign.net Day Telephone: Seattle WA City State Fax Number: (206) 587 -7122 98101 Zip ,GENERAL CONTRA CTOR.iNFORMATION — . ' : =:..: -'° . • '(Contractor Information for Mechanical (pg 4) for Plumbiug.and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped byArchitect of Record Company Name: Burgess Design Mailing Address: 1326 5th Ave, Suite 500 Contact Person: Randy Morgan E -Mail Address: randym @burgessdesign.net Seattle WA City State Day Telephone: (206) 342 -0114 Fax Number: (206) 587 -7122 98101 Zip ENGINEER OF RECORD — All plans must be stamped-by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H:\Applications\Porms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION 206- 431 -3670 Valuation of Project (contractor's bid price): $ 35,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Non structural interior tenant improvement. New casework, doors, partitions, interior glazing and finishes. Will there be new rack storage? ❑ Yes . 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 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. None ❑ Other (specify) H: Applications\Forms- Applications On Line\2010 Applications13-2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor VN F -1 2nd Floor 3rd Floor Floors thru Basement Accessory Structure *` Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 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 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. None ❑ Other (specify) H: Applications\Forms- Applications On Line\2010 Applications13-2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 IDate Application Accepted: 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 he 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 HA i AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY T I. : OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 ENT Signature: Print Name: Mailing Address: 1326 5th Avenue, Suite 500 Date: 12/13/10 Day Telephone: 2I S�7 7/240 Seattle City WA 98101 State Zip Date Application Expires: /_ -13-0 f Staff Initials: H:Wpplications\Forms- Applications On Line\2010 Applications \7.2010 - Permit Application.doc Revised: 7.2010 bh ale Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 1023049069 Permit Number: D10-340 Address: 3311 S 120 PL TUKW Status: ISSUED Suite No: Applied Date: 12/13/2010 Applicant: CORELINK Issue Date: 02/23/2011 Receipt No.: R11 -01953 Payment Amount: $126.00 Initials: WER Payment Date: 09/07/2011 01:32 PM User ID: 1655 Balance: $0.00 Payee: BURGESS DESIGN INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 010882 126.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 126.00 Total: $126.00 doc: Receipt -06 Printed: 09 -07 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: CORELINK RECEIPT Permit Number: D10-340 Status: ISSUED Applied Date: 12/13/2010 Issue Date: 02/23/2011 Receipt No.: R11 -01416 Initials: User 1D: Payee: WER 1655 Payment Amount: $63.00 Payment Date: 07/11/2011 11:39 AM Balance: $0.00 CHRISTOPHER ASCANI TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 04569C ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receipt -06 Printed: 07 -11 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: CORELINK RECEIPT Permit Number: D10-340 Status: ISSUED Applied Date: 12/13/2010 Issue Date: 02/23/2011 Receipt No.: R11 -01097 Payment Amount: $63.00 Initials: WER Payment Date: 06/01/2011 11:43 AM User ID: 1655 Balance: $0.00 Payee: CHRISTOPHER ASCANI TRANSACTION LIST: Type method Descriptio Amount Payment Credit Crd VISA Authorization No. 06548C ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receipt -06 Printed: 06 -01 -2011 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.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: CORELINK RECEIPT Permit Number: D10 -340 Status: ISSUED Applied Date: 12/13/2010 Issue Date: 02/23/2011 Receipt No.: R11 -00864 Initials: User ID: Payee: WER 1655 Payment Amount: $63.00 Payment Date: 05/02/2011 02:40 PM Balance: $0.00 ROGER CAPESTANY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 03593C ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receipt -06 Printed: 05 -02 -2011 1 410 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.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: CORELINK RECEIPT Permit Number: D10-340 Status: PENDING Applied Date: 12/13/2010 Issue Date: Receipt No.: R10 -02481 Initials: User ID: Payee: WER 1655 Payment Amount: $476.87 Payment Date: 12/13/2010 10:17 AM Balance: $738.15 MARK KROEGER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 01562B ACCOUNT ITEM LIST: Description 476.87 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 476.87 Total: $476.87 doc: Receiot -06 Printed: 12 -13 -2010 • 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.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: CORELINK RECEIPT Permit Number: D10 -340 Status: APPROVED Applied Date: 12/13/2010 Issue Date: Receipt No.: R11 -00334 Payment Amount: $738.15 Initials: JEM Payment Date: 02/23/2011 12:11 PM User ID: 1165 Balance: $0.00 Payee: BURGESS DESIGN, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 010457 738.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 733.65 640.237.114 4.50 Total: $738.15 doc: Receiot -06 Printed: 02 -23 -2011 -4-40 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 Permit Inspection Request Line (206) 431 -2451 Project: Type o spectio ‘ Address: 3 -c (f I/. ,,_ n ix__ Date Called: Special Inst ctions: Date Wanted:. �A. ?' 1 0'24 -'1( p.m. Requester: Phone No 20Ce- -icq —°I Approved per applicable codes. Corrections required prior to approval. COMMENTS: PAX:' 44 A.fPra‘4•1? 'I--0 L.,o Date: � I ri REINSPECTION FEE R QUIREzb. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • f• '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 Permit Inspection Request Line (206) 431 -2451 cv Project: (� v Th c° Ac„►-o& tall , /\f1 Ce A 4- Type o nspection:, Of ,,J g.24641 re J ;r. ( C346€ Address: 1-14 . 33(c i ?A P(_ Date Called: � - c re V r s, -0 J� / C Special Instructions: ar 'CAS ®-e CA-j., . a ^ Date Wanted: . / 0.(2.�(i p. . Requester: ' r Phone No. r7 DApprOved per applicable codes. oorrections required prior to approval. ,COMMENTS: Th c° Ac„►-o& tall , /\f1 Ce A 4- . pd - -thi4 0-e.11 G.T"' uJ Al( 1 0 o 0/ D 07- Of ,,J g.24641 re J ;r. ( C346€ ` . ,_ )(yr- .000 , t r 114(( kAJ C co A.`Tj � - c re V r s, -0 J� / C %; 1 L`_ ' De , : - 4- .. . Al ,vv7- re_v;..eW') ( . , 4 r o v r Sk AA Y'r-- r _ -twi L fe f _ - o'_ A ' / 0—/A-. (- / ' r 6 .-r' ,0071- -` L-- Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �.� ( INSPECTION RECORD Retain a ,copy with permit INSPECT! I N NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Di0 --34 0 Projet'D rte. K Type Inspection{ 0 0 J !t__ . S FA? t o ( Pu .) JS f� Dt � ( 0 t A.r (11 , v 0 Es s kk& Address: `rt, 33 1 d S. (2 <3--pi.._ Date Called: ik r.l�s-dL ;,...�c " ei 04 .1 4)55,7 JOJR 'Ai `,71-. Sha AcKei, Special Instructions: t� J� 1 . l Ok f v (4 4 Date Wanted: i — ( — l( 'tea m P.m. Requester: lour L A_g J Ave4 (oi 5.- Lo.,, rl w Phone No: EIApproved per applicable codes. Corrections required prior to approval. 7 COMMENTS: c.4r(&r J A 1—.D CI; r�ss 0 0 J !t__ . S FA? t o ( Pu .) JS f� Dt � ( 0 t A.r (11 , v 0 Es s kk& p _D it re_ 24) A4:1) , L e_s nt, r L , c4 I? ik r.l�s-dL ;,...�c " ei 04 .1 4)55,7 JOJR 'Ai `,71-. Sha AcKei, 71 )(--z itopA. — nuole Ai4a A _DA:Di i ;1./ d To l'.f.7- r?uc`1 °A F l�S.S- aLt .��� k .e. 5 Al Sr Gvqo e Lex.m r r Lf ,) ) % 4 [ c s i D DJ 2 ;5 e A A1�, 4) _5 (Aj .'`� s $ 1.�r AA-1 ,1l, rC . ,3 . ) 0on1Z'l -i /r �u .1 Pkli.t: A'f Nc lour L A_g J Ave4 (oi 5.- Lo.,, rl w Ins( ctor:' ri REINSPECTION FEE REQUIR . P for to next inspection. fee must be paid at 6300 Southcenter Blvd.. Sui a 100. Call to schedule reinspection. DoOn -s ■ wff.' l 93 Aar ki-k/C C( ,>Sers on 1 Date:1 (` 1( 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 Permit Inspection Request Line (206) 431 -2451 Did '3'D. C Proj t Type of Inspectiop: Address: 3 Date Called: Special Irfstructions: Date Wanted: a_m- 6. [ 3 -- 1 1 p.m. Requester: P,neNto _ri IA...4yr., Approved per applicable codes. E Corrections required prior to approval. V COMMENTS: k\k, Date: ❑ REINSPECTION FEE REQUIRED. Prior to nex inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ()0/M.. /A! Type of Inspection: ?"Gc/A Address: // s /2 6 P1- Date Called: Special Instructions: Date Wanted: a— / 4/— // `p-m- Requester: Phone No: X04- 7 /5/ —y13r7 Approved per applicable codes. aCorrections required prior to approval. COMMENTS:9 Pro ,t 44; of b - A-,D J0v / /�•�' t /�./ A. i \ b U t f /I/ \i✓l l�f � !rt/ 1 :, %) -7C. \ -Aj� YY d / J i I i . 44 1 `. spect DaJ INSPECTION FEE ' QUIRED. P)4or to next inspection. fee must be aid at 6300 Southcent: r Blvd.. Suite 100. Call to schedule reinspection. ccd INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300-•5outheenter Blvd:, #100, Tukwila: WA 98188 (206) 43670 Permit Inspection Request Line (206) 431 -2451 /0— NO Project: l® L A2e ime. , - Type of Inspection: - ���/.16 -*�(,kk Address: \...g..?// s ,/c20 P4. Date Called: Special Instructions: • yy��a(61" �j�. / 'j d 417 'S -4 Date Wanted: / / 1 mw p- ter: Phone No: _c2lG -7/.9 -4J {4/ • EiApproved per applicable codes. • • - rrections required prior to .approval. COMMENTS: - 6c) Aids (J d- J ✓M ,' .+r Ti, . 1_ ` 14. — —1.1.r. -* gi- ji C.41/117A-- GAT— 41— . _,, i -01'401 d e_e_ , v _eta pe 1 • ,'a_ +" / T 77 L Date:3 _(t + 1•. D REINSPECTION FEE REQUIRED. Prior to next inspection.. fee •must b j paid at 6300.Southcenter Blvd:; Suite 100. Call to s- _ re - ect' +10;%''', • • r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 7)/0- SLID PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 !19 • 4_____ • :z:! Project: CoQe,),0k 7 Type of Inspection• cf re. I N 4 Address: 3 J� Suite #: S /o)° �s V" Contact Person: Special Instructions: iu eti cA 1:a5--/- bo- k 5►6*-S' Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: iu eti cA 1:a5--/- bo- k 5►6*-S' ).. jfY_7'. .. /�c (. (.'.�.e.. _..._Pr r1-! i^ 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • Inspector: RA Date: ala7 z Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • 1 WSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE COPY Permit INTERGATE BUSINESS PARK Building 2 3311 120th Street Tukwila, WA 98168 STRUCTURAL CALCULATIONS CORELINK SUPPORT FOR NEW MANDOOR April 6, 2011 ENW Project No. 99- 149016 REVISION N REVIEWED FOR !CODE ODE COMPLIANCE :,tRa,E APR 2 n 2iii1 City of Tukwila BUILDING ntinwiti RECEIVE CITYOFT KKMA APR 0 7 2011 • PERMIT CENTER ® 6889 Woodlawn Avenue NE . Seattle, WA 98115 • 208.525.7560. fax 206.522.6698 www.enwseattle.com j-- DA ft- ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET OF Property of Engineers Northwest, Inc.. Seattle - Use by others unlawful 6e i i d k - new oink dept' Input = Shaded cells Job number : 1. S e /4/01ii Job name : Sabey Inntergate, bldg. 2. Corelink, new mandoor IBC 2009 Section 1613.11 ASCE 745 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7-05 (U.N.O.) Basic Seismic-Force- Resisting System = Basic Seismic- Force - Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn= Ss = S1 = Tt. = Site Class (soil) OccuPancY Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) Regular Structure 5 5 Stories? twig 9n9/09 REV. 1: 7/7/10 SEISMIC Al Special reinforced concrete shear wens Y 28.60 R. 1.6 0.52 6 26.60 ft. 26.60 t. 2660 ft. = Bearing Wall System Section 15.1.1 - for Nonbuliding Structure definition. Sectibn 123.1 heigtd to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long -period transition period Figure 22 -15 thru 22-20 Section 20.1 Sal properties "D' Is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E"or "F". YES Output Site Coefficient Fa = 1.000 Site Coefficient Fv = 1.500 Suns = 1.500 Smt = 0.780 Sds = 1.000 Sdt = 0.620 Seismic Design Category (SDC) = D To = 0.104 Ts = 0.520 Ct= 0.02 Period =T= 0.234 Sa = 1.000 R= 6 Qo= 2 Cd 6 le = 1 Detailing Reference Section = 14.2 Cs calc. = 0.200 Cs max. = 0.444 Cs min. = 0.044 Cs use = 0.200 Vu design = 0.200 V design = 0.140 Ev = 0.200 roof high point (minimum parapet) roof low point (nraidmum parapet) Section 12.8.1.3 W = 8uildIng weigh (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4.1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4-3) Sd1 = 2/3Sml Section 11.4.4 (Eq. 11.4-4) Section 11.6 & Tables 11.6.1 & 11.6 -2 02Sd1 /Sds Section 11.4.5 Sdl/Sds Section 11.4.5 Section 12821 Table 128-2 sew - Section12821 (Eq. 12.8-7) Section 11.4.5 (Eq. 11.4.6)or (Eq.11.4.8)or (Eq. 11.4 -7) Table 12.2-1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 128.6, 128.7 & 12.9.2 Occupancy Importance Factor - Table 11.5-1 Table 12.8.1 Cu = 1.4 Section 128.1.1 (Eq. 128-2) Section 12.8.1.1 (Eq. 12.83 & Eq. 12.8-4) Section 128.1.1 (Eq. 128.5 & Eq. 128.6) Section 12.8.1.1 (Eq. 128-2 thru Eq. 12.83) 'W At strength level USD (Eq. 12.8-1) Working (0.7`E ) ASD = +1-2 Sds D (Eq. 12.4-4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = Fpu min.= Fpu max.= Fpu design = Fp design = 0.200 'wp (Eqs. 126.2 thru 128.6 above) 0.200 'wp (min. Section 12.10.1.1) 0.400 'wp (max. Section 12.10.1.1) 0200 gap USD 0.140 'up ASD (0.TUSD) EQ. 5,hs 1cAor weds 9k1 SpS - •4(!,09O Zfsf r,7t'k) e2 r -4eh 3/31/2011 ASCE7-05 2009IBC Seismic.xds 1 ENGINEERS- NORTHWEST, INC.P.S. SHEET 11 OF 6869 WOODIAWN AVE N.E. (SUITE 205) 5/24107 SEATTLE. WA. 98115 ••• Property of Engineers Northwest, Inc., Seattle -Use by others unlawful ••• �nv" _ nPjw 004 k®y' AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.22 - Low -Rise Buildings 'till1•i4 INPUT CELLS = ( Shaded) AO references are to ASCE 7-05 for Sections, PROJECT NUMBER: Figures, Tables & Equations PROJECT NAME Sabey Intergate Bldg. 2, CoreCa*, new man-doof LOCATION: DESIGN BY: PROGRAM LIMITATIONS: 1:) %'he bui(dinq hergtit exceed the length norwidth. (a rigid structure) 2:) ihe.liriitdi'IAIO `80 teetin it%ht. 34 The roof'stoge iVO7r exceed'48•degrees. BUILDING AND SITE INFORMATION INPUT 430.00 ft (PARALLEL TO RIDGE) 250.00 ft. (PERPENDICULAR TO RIDGE) 28.50 ft. 29.50 ft. 025 eiJfL Gable 28.50 ft. (a0'- o• toT.O.W.) 85 mph (3 second gusts only l ll l ) B Section 6.5.6.3 1.00 See table to the right BUILDING WIDTH, B = BUILDING LENGTH, L = BLDG. EAVE HEIGHT, he = BLDG. RIDGE HEIGHT, hr ROOF SLOPE, s = IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, 1= Roof slope = 1.1935 degrees TOPOGRAPHIC FACTOR, Kzt = 1.00 Figure 6-4 & Eq. 63 DIRECTIONAUTY FACTOR, Kd = 0.85 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building Internal pressure condition = ENCLOSED Determines GCpi in Figure 6-5 • Nom -111= Public Assembly &/or Hazardous ( See ASCE 7 Section 6.2 for definftions of Enclosure Classier) Substance & IV = Essential Family Factor - I Category Importance Table 1 -1 pg.4 Factor Table 6-1 II 1.00 III &IV 1.15 MEAN ROOF HEIGHT, hmr = DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) _ Mein 28.00 ft. 26.60 ft. 29.50 ft. 26.50 ft. (WIND PERPENDICULAR TO RIDGE) (WIND PARALLEL TO RIDGE) MAIN WIND -FORCE RESISTING SYSTEM (MWFRSI FROM ASCE 7 Figure 6-5 ( Input From -'Bum internal pressure condition' above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz = 0.7008 qh = 0.002561(z Kzt Kd V2 I (Eq. 6-15) qh = 11.01 psf @ EL.26.5 Section 6.5.12.2.2 Low -Rise Buildings p = gh[(GCpf) - (GCpi)) (Eq. 6-18) Case A - Perpendicular to ridge Case l3 - Parallel to ridge Zone GCpf Load 1 0.40 4.41 psf 2 -0.69 -7.60 psf 3 -0.37 -4.08 psf 4 -0.29 3.19 psf 5 -0.45 -4.96 psf 6 -0.45 -4.96 psf 1E 0.61 6.72 psf 2E -1.07 -11.79 psf 3E -0.53 5.84 psf 4E -0.43 -4.74 psf Windward Parapets = 16.52 psf Leeward Parapets = -11.01 psf a= 10.60 ft. 2a = 21.20 ft Zone 1 2 3 4 5 6 1E 2E 3E 4E GCpf 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 1 Load 4.41 psi -7.60 psf 08 psi 3.19 psf -4.96 psf -4.98 psf 6.72 psf -11.79 psf -5.84 psf -4.74 psf LIB = 0.58 B/L = 1.72 hmr/I3 = 0.065 hmr /L = 0.112 Internal pressure = t/- -1.98 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 3/31/2011 ASCE7-05 2009IBC WindMeth2.rds ENGINEERS - NORTHWEST. INC.P.S. 6869 WOODLAWN AVE. M.E. (SUITE 205) SEATTLE. WA 98115 "' Property of Engineers Northwest, Inc., Seattle - Use by others unlawful '" PROJECT NUMBER: 0 PROJECT NAME Sabey tntergate Bldg. 2, Corelink. new man -door LOCATION: 0 WIND LOADS PER ASCE 7-05 Method 2 - Section 6 .5.12.2.2 - Low -Rise Buildings HEIGHT OF PARAPET. hp = 26.60 ft. BLDG. RIDGE HEIGHT, hr = 29.50 ff. BLDG. EAVE HEIGHT, he = 26.60 fl MEAN ROOF HEIGHT, hmr= 28.00 ft. Distance diaphragm is below roof = 10.0 in. Want Support Elevation at Ridge = 29.50 fl Wall Support Elevation at Eave = 26.80 ft. 2a= 21.20 ft. a =10.60ft. Loads to MWFRS b Wails comets = 1 E & 4E Walls = Windward root= Leeward roof = Windward roof = Leeward root= Walls parallel to the wind Windward Parapets = Leeward Parapets = 1 &4 2 3 2E 3E 5 &8 Afl A0 For MWFRS Corner design toad For Wall "Comer design load Loads 11.45 psi 7.60 psf -9.58 psi -8.08 psf -13.77 psf -7.82 psf 0.00 pat 18.52 psf -11.01 psf Create a separate load case with all horizontal zones equal to 10 psf and alt vertical zones equal to O. Check this load case as an Independent case and do not combine with the load case at the left. 1V WFRS - D iaohuaam loading oaralel to the ridge Corner toad (up to) 212 ft. from corners = Non-corner load (more than) 212 it. from comers = 160 pit 100 plf d !. J! , i • L Corner load (up to) 21.2 ft. from corners = 160 pQ Non-comer load (more than) 21.2 ft. from comers = 110 Of 4--- USE a- USE a- USE 4- 4- USE POWFRS - Roof Uci'rits Roof upfrft load up to 21.2 ft. from exterior walls = 13.6 psf Roof uplift bad more than 21.2 fl from exterior walls = -0.6 psf Components & Cladding 4- USE 4- USE Wan Design lit 234 sq.ft. trib. (Inward) = Wall Design @ 234 sq.ft. trib. (Outward) Wall Design @ 234 sq.ft. bib. (Outward at Comers) _ Wall Design @ 25 sq.ft. tnb. (Inward) Wall Design @ 25 sq.ft. Crib. (Outward) = Wail Design @ 25 sq.ft. trib. (Outward at Comers) = 9.6 psf -10.5 psf -11.1 pat 11.2 psf 122 psf 14.6 psf 4- USE a-- USE 4- USE SHEET 3 OF 4- USE 4- USE 4- USE C V $ e Parapet onty Design at Comers = 18.4 psf 4- USE Parapet only Design NOT at Comers = 18.4 psf 4-- USE Roof overhang Or Canopy Roof Slope 1 0.60 in./R. Roof overhang Or Canopy Area 644.0 sq.ft. Roof overhang & canopies uplift (Zone 3) _ -7.9 psf Roof overhang & canopies uplift (Zone 2)3= -10.9 psf Wall anchorage bad at comers = Non-comer anchorage load 10.8 ft. from comers = Wall anchorage Toad at ridge = 150 plf 140 p1f 110 plf -0 USE 4-- USE a-- USE 4 - USE a USE 5111108 14, p fowl 2 3/31/2011 ASCE7-05 200918C WlndMeth2.xls 1 JOB # ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 ( wb eajec- et %. Property of Engineers Northwest, Inc., Seattle - Use by others unlawful JOB NAME :- 1 SHEET 4- OF Rev. 625/04 .orelink, new man -door FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION:- l Input cells = WALL HSS. STRONGBACK OPENING Conn. must occur between 1st. conn. above top of door & floor (60" o/c max.) HSS TOP = 18.33 ft. 0.00 Ib - hzft= - -- hi ft Ss • Ts 3.30 Trial Sq. HSS size = I - IRem= S pgo aoEo - SREao.= ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H/150) = `6X6X3H6 22.3 16.60 7.42 2.21 1.58 2.12 in.4 in? 3 in. hft= y 0.33 ! 7.00 Duration factor = wind load = seismic load = lateral design toad = T =C= Tip= C = Iv = MTUBE = ROOF (WaQ support ht. ) A Ha= 26.50 uFLF= 92 1.33 14.50 25.20 2520 1400 825 8074 7427 strength lsf psf ,,Psf # (corm just above door) # (top connection) ( IN WALL HEIGHT -H" ) tuft loading r1"-AIL= max._ 1400 # o WALL CONNs. 1219 # ®TS BASE CONN. WALL WITH HSS 6X6X3N6 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 6X6X3/16 weighs 14.53 p11 6,a,11)6 14;5 Strongback Pagel 3/31/2011 STRBACK.XLS JOB # ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 A I ¢, d90'i5er -- sib:v/ 1 4 r /l4 U. &lee nce SHEET 5 OF Rev. 6/25/04 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful JOB NAME :- rCOreiink man -door : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION:- WALL TOP ° 11.83 ft. ROOF ( Wall support ht. ) HSS. STRONGBACK OPENING Conn. must occur between 1st conm above top of door & floor (60" o/c max.) 0.17 Trial Sq. HSS size = I PROVrn® = learn= S PROVIDED = SRECa= ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H/150) = 6X6X3/16 22.3 14.39 7.42 in.3 1.81 in .3 1.37 in. 2.12 in. .a 8.50 Duration factor = wind load = seismic load = lateral design load = T =C= T=C= 1 usr grusE _ 26.50 u= 80 25.20 25.20 2310 1931 7001 6101 strength Psf psf psf 1k (conn.just above door) if (top connection) ( IN WALL HEIGHT "H" ) #-ft Ioadinsr T tam= V mum = 2310 5 c war.co a. s. 1057 6 rg IS BASE canes. 1 WALL WITH HSS 6X6X3/16 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 6X6X3/16 weighs 14.53 plf Strongback Pagel 4/5/2011 STRBACK.XLS 08 -01 -2012 RANDY MORGAN 1326 5 AV - STE 500 SEATTLE WA 98101 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D10 -340 CORELINK 3311 S 120 PL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal 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 09/25/2012. 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 fmal 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 09/25/2012, 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, M File: Permit File No. D10 -340 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RANDY MORGAN 1326 5 AV - STE 500 SEATTLE WA 98101 RE: Permit No. D10 -340 CORELINK 3311 S 120 PL 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 04/21/2012. 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 04/21/2012, 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. D10 -340 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 HERMIT COORD COP PLAN REVIEW /ROUSING SLIP AC'fIt TY NUMBER: D10 -340.. DATE: •09 /02/11 PROJECT NAME: CORELINK SITE ADDRESS: 3311 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 5 after Permit Issued DEPART NTS�1 B'taifding evision LI Public Works Fire Prevention Structural /VA C11-4tr- Planning Division �'' nPermit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete t Comments: Incomplete DUE DATE: 09/06/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved '46 Notation: Approved with Conditions DUE DATE: 10/04/11 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 EMT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -340 PROJECT NAME: CORELINK SITE ADDRESS: 3311 S 120 PL DATE: 08/10/11 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 after Permit Issued DE AR� EN�TS��� i Building Division - ,' Pubic WoFk's ' ImI Av PM- iv(If - I Fire Prevention Planning Div sion Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 08 /11 /11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 09 /08 /11 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 ,E PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -340 DATE: 06 -03 -11 PROJECT NAME: CORELINK • SITE ADDRESS: 3311 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Permit Issued DE ARTMENTS: ivlslor� �'I rs Tiding w\ N /A- GT2 II ire Prevention Structural n -1\94)(k 6(0.11 Planning Division M. Permit Coordinator pi DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06-07 -11 Not Applicable Comments: • Permit Center Use Only. - • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07- 05-11 Approved ' Approved with Conditions ❑ Not Approved (attach comments) I I Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PE a t ,n. {, i�wt • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -340 PROJECT NAME: CORELINK SITE ADDRESS: 3311 S 120 PL Original Plan Submittal Response to Correction Letter # DATE: 05 -20 -11 Response to Incomplete Letter # X Revision # 2 After Permit Issued DEi / PARTMENTS: • ng �sion .t " I F Prevention AN s 4■ u lic k s Structural Planning eon Cr ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05-24 -11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Ikt Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 06-21 -11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 OPERMITCOORDCOPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -340 DATE: 04/07/11 PROJECT NAME: CORELINK SITE ADDRESS: 3311 S 120 AV Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: VTding don ' �Pirre Prevention Public Works//- l Structural u Planing Division Permit Coordinator u DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete q11 Comments: Incomplete ❑ DUE DATE: 04/12/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required n DATE: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DUE DATE: 05/10/11 Approved Approved with Conditions NI Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentshouting slip.doc 2 -28 -02 • • PEWIT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -340 PROJECT NAME: CORELINK SITE ADDRESS: 3311 S 120 PL X Original Plan Submittal Response to Correction Letter # DATE: 12 -13 -10 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 8ui ding its n �ublic V∎ s' e ire ,Prevention Structural 'W- 6)14 1� -164Nd Planning ivision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -14 -10 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions 15 DUE DATE: 01 -11-11 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: SITE ADDRESS: �1► L IIEMIf41 �— PERMIT NO: V1 ORIGINAL ISSUE DATE: ail 2,l REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITI LS 1 O 71tI by I-- t ] w( � -t tt"'ke c/sr V2Sl-i\0 \',4 60- uwAA1 .Ql1- e,Air' (60-e- locht440v Received by: jte,; t4 164 ..41,01.. Summary of Revision: 0 61, ix; f kyr- riv, p,,w, jtAA.A 0.,y ,' W Summary of Revision: C r,�,,,,,�c e `o Received by: k,,,\ er (e- F e- 5 N REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 2_ s -10-- t t.+.,2 by I-- t ] w( Summary of Revision: � slrc.4` Ste-■ e•h, ek -■s4 -; s4cr sysi-Cis.% avi-k tt"'ke c/sr V2Sl-i\0 \',4 60- uwAA1 .Ql1- e,Air' (60-e- locht440v Received by: jte,; t4 164 ..41,01.. (please print) REVISION NO. DATE RECEIVED DATE RECEIVED STAFF INITIALS STAFF INIT�S ISSUED DATE R - t i STAFF IN I LS 3 (12- I, ( Q -7 -t( Aki ■2t N(i OP 01s kn,0 kk hro `� Summary of Revision: ��� �(C�pU�l_ mo26M �M W Summary of Revision: C r,�,,,,,�c e `o `, 8 (Q Cok,`I- o✓I • " °• ' 1 Received by: C4/P4 --7 M Cfi'4 (please print) REVISION O. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT LS R - t i pS,f7 . Z( VA Q -7 -t( Aki ■2t N(i OP 01s kn,0 kk hro `� Summary of Revision: ��� �(C�pU�l_ mo26M Received by: ZelAi p.) / 6R6A, - - (please print) REVISION NO. DATE RECEIVED F\ , v2.1 STAFF INITIALS 3Aw ISSUED DATE STAFF INITL&LS R - t i Summary of Revision: (i 64 i pion-pc Summary of Revision: Aki ■2t N(i OP 01s kn,0 kk hro `� Received by: Received by: ,0011 mo26M (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2011 Plan Check/Permit Number: D10-340 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # m Revision # 5 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Corelink CCTV Te LA SEP 0 2 2011 PERMIT CENTER Project Address: 3311 South 120th Avenue, Bldg 2 Contact Person: Randy Morgan Phone Number: (206) 342 -0117 Summary of Revision: Revision to exit from Data Center that negates the revisions submitted under Revision 4 due to dividing Operations room into two rooms. Sheet Number(s): G.0.0, .G.03, A.2A.1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on l� FI: AppltcanonsTornss- Applteauuns On L-ine(2010 Application:47 -2010 - Revision SubmittaLdoc Created: 8.13.2004 Revised: 7 -2010 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 08/10/2011 Plan Check/Permit Number: D10-340 ❑ Response to Incomplete Letter # \f&AspAl do ett # ® Revision # 4 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Corelink Project Address: 3311 South 120th Apv' -Bldg 2 Contact Person: Randy Morgan Phone Number: (206) 342 -0117 Summary of Revision: Revisions submitted based on Correction Notice po9p1W -ANG f&-111-75 Sheet Number(s): G.0.0, .G.03, A.2A.0, A.2A.1, A.2A.2 rte, AUG 0 9 2011 t4 NFRMI7 cavrea "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:Wpplication; \Forms - Application. On Lin\2010 Applications \7 -2010 - Revision SubmutaLdoc Created: 8-13.204 Revised: 7 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http : / /www.ci.tukwila.wa.us REVISION • SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 06/03/2011 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # O Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Corelink D10-340 Project Address: Contact Person: 3311 South 120th Avenue, Bldg 2 Randy Morgan Phone Number: (206) 342 -0114 Summary of Revision: Change lobby door location and install new door. Relocate existing lobby door and re -lite to office and infill existing office door. ;{tld�i c OF TUKMLA JUN 0 3 20111 PERMIT CENTER Sheet Number(s): G.0.0, A.G.03, A.2A.1, A.2A.2 "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center Center by: W}— Entered in Permits Plus on tC/ 3` I H : \Applications\Forrns- Applications l n Line\2010 Applications \7 -2010 - Revision SuhmhtaLdoc Created: 8- 13 -2(W Revised: 7 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/07/2011 Plan ChecWPermit Number: D10 -340 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Corelink Project Address: 3311 South 120th Avenue, Bldg 2 Contact Person: Randy Morgan Phone Number: (206) 342 -0114 Summary of Revision: To add stair section to existing exterior stair system and interior vestibule at new exterior door location. RECEIVED Cfrf OF TUKWILA MAY 20201t geRMIT CENTB3 Sheet Number(s): G.0.0, A.2A.0, A.2A.1, A.2A.2, A.9.1, A.9.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered in Permits Plus on H:Applicationc\Formr- Applications On Line @010 Applications \7 -2010 - Revision SubmutaLdoc Created: 8. 13.2004 Revised: 7 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/07/2011 Plan Check/Permit Number: D10 -340 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 21 Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Corelink Nffeeme ITV ofTumnA APR 0 7 2011 etHM1T CENTER 3311 South 120th Avenue, Bldg 2 Randy Morgan Phone Number: (206) 342 -0114 Summary of Revision: To add stair and door to north area of Data Center and door and stair to south exterior wall to provide a second exit from the building, per Dave Larsen's request. Sheet Number(s): G.0.0, A.2A.0, A.2A.1, A.2A.2, A.9.1, A.9.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: fkr Entered in Permits Plus on ILblpli ,elnm,\ .1,,1ppin.nm, I lu 1.in 011) pple.n um. V =1110 R..nnm Suhumlal.d, cre:ued: S-11-7K -1 Revised: 7-20111 Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I 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 B N BUILDERS INC UBI No. 602056687 Phone 2063823443 Status Active Address 2601 4Th Ave Ste 350 License No. BNBUII'990K3 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 5/23/2001 State WA Expiration Date 9/12/2011 Zip 98121 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTESL913K1 WESTERN STATES LOGISTIX LLC Construction Contractor General Unused 5/8/2009 5/8/2011 Active BASTINB000OJ BASTIAN NIELSEN BUILDERS INC Construction Contractor General Unused 9/11/2000 9/7/2001 Archived PURODSI984JN PURODI SYSTEMS INC Construction Contractor Plumbing Unused 6/19/2002 7/2/2010 Expired Business Owner Information Name Role Effective Date Expiration Date BASTIAN, BRAD President 05/23/2001 Bond Amount NIELSEN, JEFF Vice President 05/23/2001 6642084 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 INS CO OF AMERICA 6642084 06/02/2009 Until Cancelled $12,000.0006/05 /2009 4 HARTFORD FIRE INS 52BSBBK5617 01/01/2002 Until Cancelled 06/02/2009 $12,000.0012/04 /2001 3 TRAVELERS CAS & SURETY CO 103355900 08/30/2001 Until Cancelled 04/07/2009 $12,000.0009/06 /2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date. Cancel Date Impaired Date Amount Received Date 12 ZURICH AMERICAN INS CO gla380504400 09/07/2010 09/07/2011 $1,000,000.00 09/07/2010 11 WAUSAU UNDERWRITERS INS. CO TBJZ91442966029 09/07/2009 09/07/2010 $1,000,000.0009 /03/2009 10 WAUSAU BUSINESS INS CO TBKZ91442966028 09/07/2008 09/07/2009 $1,000,000.00 09/05/2008 9 WAUSAU BUSINESS INS CO TBKZ91442966027 09/07/2007 09/07/2008 $1,000,000.00 09/05/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 02/23/2011 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT .OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ AFF ALT ALUM APC - APPROX - ARCH - ACT 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 FIN FLUOR FLR FO FOIC FTIC FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF 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 MFR 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 - MECHANICAL - MEZZANINE - MANUFACTURER - MINIMUM - MISCELLANEOUS - MOUNTED - METAL - NOT APPLICABLE - NOT IN CONTRACT - NOT TO SCALE - ON CENTER - OFFICE - OPENING - OVERHEAD - PAINT - PARTITION - PERFORATED - PERIMETER - PERPENDICULAR - PLASTIC LAMINATE - PLYWOOD - QUANTITY - RELOCATED - RETURN AIR - REFLECTED CEILING PLAN - RECESSED - REFERENCE - REFRIGERATOR - RELOCATE - REVISION OR REVISED - ROOM - ROUGH OPENING - RATED 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 TEMP TH K TO TOS TYP UON UPS VCT VIF W/ WC WD W/0 - TELEPHONE OR TELECOM - TEMPERED - THICKNESS - TOP OF - TOP OF SLAB - TYPICAL - UNLESS OTHERWISE NOTED - UNINTERRUPTED POWER SUPPLY - VINYL COMPOSITION TILE - VERIFY IN FIELD - WITH - WATER CLOSET - WOOD - WITHOUT 1. PROJECT ADDRESS: CORELINK INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2009 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2009 ICC /ANSI 117.1 ACCESSIBLE Sc USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VN FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: 'F -1' (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 1,050 SQFT TOTAL APPROXIMATE SUITE AREA: 22,069 SQFT TOTAL APPROXIMATE FLOOR AREA: 107,489 SQFT OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: NUMBER OF EXITS REQUIRED: 2 REQUIRED; 2 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 75' 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, FINISHES. SEP 2 5 2012 TENANT: Corelink Intergate East - Building 2 Suite 125 3311 South 120th Tukwila, WA 98168 Tel: 720 - 480 -5639 ATTN: Loren Zweig ARCHITECT /DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: Randy Morgan BUILDING MANAGER: SABEY 12201 TUKWILA INTERNATIONAL BLVD. SUITE 400 SEATTLE, WA 98168 TEL: 206.281.8700 FAX: 206.281.0920 ATTN: SANDRA SUSKIC 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. REVISIONS No changes shall he 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, LEGAL DESCRIPTION / PARCEL NO. LEGAL DESCRIPTION NE 1 OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON PARCEL NUMBER 102304 - 9078 -05 STREET MAP DRAWING INDEX \ DRAWING ISSUED 0 M 0 0 M 0 (0 0 X X X X X X X X X X X X X X X X X FILE COPY Permit No. .D :d' V1C �l review approval 13 to tswircoval of construction tI1:1; 1o!at on 31 any airpprovedHold BY t R rn 0 0 ND 0 00 0 0 X X X X 4 City Of la BUILDING DIVISION GENERAL G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES G.0.2 SITE PLAN G.0.3 CODE SUMMARY ARCHITECTURAL / INTERIORS A.2A.0 KEY PLAN A.2A.1 DEMOLITION /CONSTRUCTION / RCP PLANS A.2A.2 STAIR & SIDEWALK CONSTRUCTION PLAN A.9.1 INTERIOR ELEVATIONS / WALL SECTIONS A.9.2 GLAZING SECTIONS SEPARATE PERMIT REQUIRED FOR: v erMebhanical BrElectrIcal ceplumbirtg • Pit DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - 1":60' City of Tukwila _BUILDING DIVISION SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID SHEET NO. D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: 20' - " 0 L ANGLE @ AT CENTERLINE O INDICATES FINISHED 1 SURFACES TO ALIGN DRAWING TITLE BAR DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS +1' -0" NOMINAL FLOOR �- ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE -z SPACE NAME -�- SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL c1 A --o- KEYED SHEET NOTES GLAZING SYMBOL --e- REVISION NUMBER 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. • INTERGATE EAST BUILDING 2 SUITE 125 ALL EXITS ARE EXISTING REVIEWED FOR CODE COMPLIANCE APPROVED SEP 07 2011 wit_ vN_ City of Tukwila BUILDING DIVISION REVISION WO1. PlO'1O ci�voFTU�nLA SEP 0 Z 2011 PERMIT CENTER kri Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors fa architecture 1328 Fifth Avenue Suite 500. Se tUt . WA 98101 TEL: 208.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 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 8021; REGSTERED yam;' HITECT RANDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date / i \ PERMIT SET PERMIT REVISION PERMIT REVISION 2 PERMIT REVISION 3 PERMIT REVISION 4 PERMIT REVISION 5 12/13/10 04/07/11 05/19/11 06/03/11 08/09/11 08/30/11 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 r NEW .DOUBLE DOQ NOT/AN P(IT / FOR L ADING OC .z ACCES 0 LY P P AGREEMENt WIj ,ADJACEI T TEI'ANT i WW 0 t —H t1R D,E SING/ ALL /UND PERMIT D11/-03 � SEW EXIT S IR D MO IED OOCH % ING EXPA D RO UN ER PRMIT D1 —03: 71.7,11 14611.4 NEW MECH. /ELEC ROOM 3,271 S.F. OCC. LOAD: 300 S.F /OCC. =11 OCC. BASED ON SUBMITTAL UNDER 1997 low -o.F LOAD OPERATIONS ROOM 543 S.F. OCC. LOAD: 100 S.F /OCC. =6 OCC. STAIR NOT ,r IN SERVICE / COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 100 FEET TO DECISION / NODE. THE PATH OF EMERGENCY EGRESS TRAVEL ILLUMINATION❑ LEVEL SHALL NOT / BE LESS THAN AN AVERAGE OF (1) FOQT' E WALKING SURFACE. BREAK ROOM 224 S.F. OCC. LOAD: -' 15 S.F. /OCC. =15 OCC,-" N.O.C. 1,062 S.F. OCC. LOAD: 300 S.F. /OCC. =4 OCC.I BASED ON SUBMITTAL UNDER 1997 UBC. 4 OCC. DATA _CI NTER 10,,56 S.F. 0"CC. LOAD — 300 S.F /OCC. = 36 OCC. BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. 0 CONFERENCE ROOM 290 S.F. OCC. LOAD: 15 S.F OCC. =20 OCC. SHARED OFFICE 417 S.F. OCC. LOAD: 100 S.F OCC. =5 OCC. SUITE 120 EXIT TOTAL OCCUPANT LOAD AT THIS EXIT 80 OCCUPANTS NEW DOOR, STAIR, AND CONCRETE LANDING REVISED UNDER PERMIT D10 -340. MA OF MCA OF NEW aaoR t na IOW • EXIT MOVE UNISTRUTS NEW CHAINLINK GATE WITH LOCKSET AND NEW CONCRETE WALK REVISED UNDER t. PERMIT D10 -340 CODE PLAN erN 4t CODE INFORMATION PROJECT ADDRESS: INTERGATE EAST — BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 PARCEL NUMBER: 102304 - 9078 -05 LEGAL DESCRIPTION: NE 1 OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON APPROXIMATE AREA OF CONSTRUCTION: 1,050 SQFT TOTAL APPROXIMATE SUITE AREA (SUITE 120): 22,069 SQFT SUITE AREA (SUITE 160): 26,669 SQFT TOTAL APPROXIMATE BUILDING FLOOR AREA: 107,489 SQFT OCCUPANCY TYPE: SUITE 120; 'B' (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE SUITE 160; 'F -1' (EXISTING) NUMBER OF EXITS REQUIRED: REQUIRED; PROVIDED (SUITE 120) (SUITE 160) COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED NFPA 13 CODE SHEET: SYMBOLS LEGEND El C3 EXIT SIGNS MEANS OF EGRESS PATH oromirs.i 141 /0,7 Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design ( interiors ® architecture 1328 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 208.587.7120 FAX206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Lal KEY PLAN ■► NTS Professional seal Ste 2 9.2012 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 7 2011 City of Tukwila BUILDING DIVISION RE EIV ru cmo SEP 0 2'2011 PERMIT CE EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET PERMIT REVISION PERMIT REVISION 2 PERMIT REVISION 3 PERMIT REVISION 4 PERMIT REVISION 5 12/13/10 04/07/11 05/19/11 06/03/11 08/09/11 08/30/11 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM CODE SUMMARY Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.3 UP 0 UP x- i • 0 ltlii ■ i ai a u u ■ ■ ■ p. X J u •P AREA OF WORK AREA OF WORK ■ ■ ■ ■ ■■ ■■■ ■■■ UP © O DEMOLITION PLAN UP. AREA OF WORK ■■•■■ ,MINIM If AREA OF WORK ■■■ ■■■ ■■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • 0 J CONSTRUCTION PLAN 0 16' 24' 1/8" = 1'- 0" EXPIRED 1 s[v xs wee 0 i■ •g • • • • • • • • • • • • • • • • • • • r UP UP Y NEID si■■ ■ •• 1 ■ ■■■■ ■■■ ■ ■ ■■■ ■ ■- ■ • • • • 1 • • • • ■ 1 • AREA OF WORK AREA OF WORK ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ A ■ ■ ■ ■ ■ • • .11••• UP ••••••■••••••••••••••••sa REFLECTED CEILING PLAN Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1326 Firth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX206. 587.7122 M reproduction & intellectual property rights reserved c 2010 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 07 2011 City of Tukwila BUILDING DIVISION SYMBOL LEGEND KEYED SHEET NOTES KEYED SHEET NOTES CEILING LEGEND - LIGHTING <> REMOVE EXISTING WALL TO REUTE. > REMOVE EXISTING PANELING - PATCH & REPAIR WALL AS REQUIRED. ADD 5/8" GWB IF REQUIRED. 3O EXISTING FIRE ALARM PANEL TO BE RELOCATED. 0. EXISTING WALL HEATER UNIT TO REMAIN. O EXISTING COMPANY LOGO TO BE REMOVED AND RELOCATED PER CONSTRUCTION PLAN. O EXISTING FIRE EXTINGUISHERS TO BE RELOCATED. 0. EXISTING LIGHT SWITCH TO BE RELOCATED. O EXISTING CASEWORK TO BE REMOVED. > EXISTING FIRE STROBE TO BE RELOCATED PER CONSTRUCTION PLAN. • EXISTING UGHT SWITCH TO BE RELOCATED PER CONSTRUCTION PLAN. 11 RELOCATED ARE EXTINGUISHER MOUNT AT SAME EXISTING LOCATION HEIGHT. • MOVE EXISTING POWER & DATA OUTLETS DOWN TO STANDARD HEIGHT. PATCH AND REPAIR WALL AS REQUIRED. 13 PROVIDE NEW CARPET TILE OVER RAISED FLOOR TILES. 14 NEW BUILDING STANDARD 3' -0" xT -0" DOOR AND FRAME WITH BUILDING STANDARD LATCHSET HARDWARE. INFILL REMAINING OPENING WITH WALL FRAMING AND GWB TO MATCH EXISTING WALL THICKNESS. 15 NEW POWER /DATA FLOOR BOX. COORDIANTE EXACT LOCATION WITH TENANT. • NEW FIRE STROBE LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. • NEW FIRE ALARM PANEL LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. 18 PROVIDE NEW OUTLET FOR TENANT PROVIDED REFRIGERATOR. 19 PROVIDE BUILDING STANDARD 3' -0" x7' -0" DOOR AND FRAME, WITH BUILDING STANDARD LATCHSET. • RELOCATED 3' -0 "h x 6' -0 "w COMPANY LOGO SIGNAGE. MOUNT BOTTOM AT 51" A.F.F. CENTERED ON WALL HORIZONTALLY. • PROVIDE WATERLINE FOR TENANT PROVIDED COFFEE MACHINE TO BE MOUNTED ON COUNTER. COORDINATE REQUIREMENTS WITH TENANT. • PROVIDE ADA DISHWASHER. • NEW WINDOW SYSTEM INSTALLED ON TOP OF EXISTING RECEPTION DESK. RE- INFORCE RECEPTION DESK DIRECTLY BELOW WINDOW SYSTEM TO PROVIDE SOLID BLOCKING TO FLOOR. •• NOT USED. • RELOCATED LIGHT SWITCH FOR CORRIDOR LIGHTING. Q6 REMOVE EXISTING TRACK UGHTING. PATCH AND REPAIR GWB CEIUNG AS REQUIRED. PROVIDE GWB SOFFIT ADDMON WHERE EXISTING WALL IS REMOVED. TO MATCH EXISTING SOFFIT HEIGHT. © • PROVIDE NEW UGHT SWITCH AND RECIRCUIT LIGHTS WHEN ROOM TO BE ON THIS NEW SWITCH. • RELOCATED LIGHT SWITCH FOR LOBBY AREA LIGHTING. • MODIFY, PATCH AND REPAIR EXISTING CEIUNG GRID/TILE AS REQUIRED FOR INSTALLATION OF NEW FULL HEIGHT 1-HR RATED PARTmON. 0 EXISTING 1' X 4' DIRECT /INDIRECT LIGHT FIXTURE. f f EXISTING CONSTRUCTION TO REMAIN /� A 0 E ism NEW INSULATED INTERIOR- 1+1R-RATEB-PARTITION CONSTRUCTION -REFER TO J /A.9.1 E EXISTING DOWNLIGHTS OR WALLWASHER : ❖•= ❖: •= •: ❖: NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION CDR RELOCATED WALL WASHER. . NEW INSULATED NON RATED CONSTRUCTION TO CEILING ABOVE -REFER TO K /A.9.1 PARTIAL HEIGHT GLAZING SYSTEM I (�, DEMO LIGHTS 0 0 0 E EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. 0 0 GENERAL CONSTRUCTION NOTES Lighting Summary 9 9 y LTG —SUM E 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, LION. 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. zaoB Project Info Project Address: CORELINK Date 12/13/10 31 CONTRACTOR TO VERIFY BOTH NEW PARTMON AND EXISTING PARTION USE SAME SIZING TO PROVIDE CONTINUOUS FLUSH SURFACE, BOTH FACES OF PARTITIONS. © REMOVE EXISTING WALL AS REQUIRED FOR RELOCATION OF DOOR ANDRELITE. • RELOCATED DOOR, REUTE AND FRAME. • NEW 3'- 0'x8 /S HEIGHT NON RATED WOOD DOOR WITH HOLLOW METAL FRAME. MATCH BUILDING STANDARD FINISHES. A • PROVIDE PUSH TO EXIT DEVICE AT CARD ACCESS LOCATION. CARD ACCESS TO MEET THE REQUIREMENTS OF IBC SECTION 1008.1.4.4 EXCLUDING NO.6 4 3311 S. 120TH PLACE E® ( Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, #500, SEATTLE, WA 98101 E Project Description ) ID New Building ❑Addition d ❑ R'e8�Ptive I Power aowenCe ❑ ITCENT (see avortetcation ale,etrst (over). lttacate ineemip a d: LPA spaCes on Pte) ❑ No doges me wing made to the righting ® ums tiler, txM of the fixtures are new and inetoUed lighting wattage is not being increased 1 ■ ■■■■ ■■■ ■ ■ ■■■ ■ ■- ■ • • • • 1 • • • • ■ 1 • AREA OF WORK AREA OF WORK ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ A ■ ■ ■ ■ ■ • • .11••• UP ••••••■••••••••••••••••sa REFLECTED CEILING PLAN Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1326 Firth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX206. 587.7122 M reproduction & intellectual property rights reserved c 2010 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 07 2011 City of Tukwila BUILDING DIVISION SYMBOL LEGEND KEYED SHEET NOTES KEYED SHEET NOTES CEILING LEGEND - LIGHTING <> REMOVE EXISTING WALL TO REUTE. > REMOVE EXISTING PANELING - PATCH & REPAIR WALL AS REQUIRED. ADD 5/8" GWB IF REQUIRED. 3O EXISTING FIRE ALARM PANEL TO BE RELOCATED. 0. EXISTING WALL HEATER UNIT TO REMAIN. O EXISTING COMPANY LOGO TO BE REMOVED AND RELOCATED PER CONSTRUCTION PLAN. O EXISTING FIRE EXTINGUISHERS TO BE RELOCATED. 0. EXISTING LIGHT SWITCH TO BE RELOCATED. O EXISTING CASEWORK TO BE REMOVED. > EXISTING FIRE STROBE TO BE RELOCATED PER CONSTRUCTION PLAN. • EXISTING UGHT SWITCH TO BE RELOCATED PER CONSTRUCTION PLAN. 11 RELOCATED ARE EXTINGUISHER MOUNT AT SAME EXISTING LOCATION HEIGHT. • MOVE EXISTING POWER & DATA OUTLETS DOWN TO STANDARD HEIGHT. PATCH AND REPAIR WALL AS REQUIRED. 13 PROVIDE NEW CARPET TILE OVER RAISED FLOOR TILES. 14 NEW BUILDING STANDARD 3' -0" xT -0" DOOR AND FRAME WITH BUILDING STANDARD LATCHSET HARDWARE. INFILL REMAINING OPENING WITH WALL FRAMING AND GWB TO MATCH EXISTING WALL THICKNESS. 15 NEW POWER /DATA FLOOR BOX. COORDIANTE EXACT LOCATION WITH TENANT. • NEW FIRE STROBE LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. • NEW FIRE ALARM PANEL LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. 18 PROVIDE NEW OUTLET FOR TENANT PROVIDED REFRIGERATOR. 19 PROVIDE BUILDING STANDARD 3' -0" x7' -0" DOOR AND FRAME, WITH BUILDING STANDARD LATCHSET. • RELOCATED 3' -0 "h x 6' -0 "w COMPANY LOGO SIGNAGE. MOUNT BOTTOM AT 51" A.F.F. CENTERED ON WALL HORIZONTALLY. • PROVIDE WATERLINE FOR TENANT PROVIDED COFFEE MACHINE TO BE MOUNTED ON COUNTER. COORDINATE REQUIREMENTS WITH TENANT. • PROVIDE ADA DISHWASHER. • NEW WINDOW SYSTEM INSTALLED ON TOP OF EXISTING RECEPTION DESK. RE- INFORCE RECEPTION DESK DIRECTLY BELOW WINDOW SYSTEM TO PROVIDE SOLID BLOCKING TO FLOOR. •• NOT USED. • RELOCATED LIGHT SWITCH FOR CORRIDOR LIGHTING. Q6 REMOVE EXISTING TRACK UGHTING. PATCH AND REPAIR GWB CEIUNG AS REQUIRED. PROVIDE GWB SOFFIT ADDMON WHERE EXISTING WALL IS REMOVED. TO MATCH EXISTING SOFFIT HEIGHT. © • PROVIDE NEW UGHT SWITCH AND RECIRCUIT LIGHTS WHEN ROOM TO BE ON THIS NEW SWITCH. • RELOCATED LIGHT SWITCH FOR LOBBY AREA LIGHTING. • MODIFY, PATCH AND REPAIR EXISTING CEIUNG GRID/TILE AS REQUIRED FOR INSTALLATION OF NEW FULL HEIGHT 1-HR RATED PARTmON. EXISTING 1' X 4' DIRECT /INDIRECT LIGHT FIXTURE. f f EXISTING CONSTRUCTION TO REMAIN /� A E ism NEW INSULATED INTERIOR- 1+1R-RATEB-PARTITION CONSTRUCTION -REFER TO J /A.9.1 E EXISTING DOWNLIGHTS OR WALLWASHER : ❖•= ❖: •= •: ❖: NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION CDR RELOCATED WALL WASHER. . NEW INSULATED NON RATED CONSTRUCTION TO CEILING ABOVE -REFER TO K /A.9.1 PARTIAL HEIGHT GLAZING SYSTEM I (�, DEMO LIGHTS 0 0 0 r- 1 EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. RELOCATED 2' X 2' FLUORESCENT FIXTURE. 2006 Washington State Nonresidential Energy Code Compliance Form GENERAL CONSTRUCTION NOTES Lighting Summary 9 9 y LTG —SUM ^f 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, LION. 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. zaoB Project Info Project Address: CORELINK Date 12/13/10 31 CONTRACTOR TO VERIFY BOTH NEW PARTMON AND EXISTING PARTION USE SAME SIZING TO PROVIDE CONTINUOUS FLUSH SURFACE, BOTH FACES OF PARTITIONS. © REMOVE EXISTING WALL AS REQUIRED FOR RELOCATION OF DOOR ANDRELITE. • RELOCATED DOOR, REUTE AND FRAME. • NEW 3'- 0'x8 /S HEIGHT NON RATED WOOD DOOR WITH HOLLOW METAL FRAME. MATCH BUILDING STANDARD FINISHES. A • PROVIDE PUSH TO EXIT DEVICE AT CARD ACCESS LOCATION. CARD ACCESS TO MEET THE REQUIREMENTS OF IBC SECTION 1008.1.4.4 EXCLUDING NO.6 4 3311 S. 120TH PLACE For Building Department Use RECEIVED ClTM OF T I 1 SEP 0 2 ZO TUKWILA, WA 98168 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, #500, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Project Description ) ID New Building ❑Addition Compliance Option ❑ R'e8�Ptive I Power aowenCe ❑ ITCENT (see avortetcation ale,etrst (over). lttacate ineemip a d: LPA spaCes on Pte) ❑ No doges me wing made to the righting ® ums tiler, txM of the fixtures are new and inetoUed lighting wattage is not being increased • EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED, STORED, AND PREPARED, AS REQUIRED, FOR RE- INSTALLATION. DOOR TO BE RE- INSTALLED, PER B /A.2A.1 IN EXISTING LOCATION. RELOCATE EXISTING EX SI N T N L'CA ON HO C A.2A.1 Professional seal 1021 R STERED �; CHITECT RANDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 / \ PERMIT REVISION 04/07/11 PERMIT REVISION 2 05/19/11 PERMIT REVISION 3 PERMIT REVISION 4 PERMIT REVISION 5 06/03/11 08/09/11 08/30/11 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM DEMOLITION PLAN CONSTRUCTION PLAN REFLECTED CEILING PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN 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 D!SRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE MTL - METAL AV - AUDIO VISUAL N/A - NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT - BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER CL - CENTER LINE OFF - OFFICE CLG - CEILING OPNG - OPENING CLR - CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC - CONCRETE PART - PARTITION CONF - CONFERENCE PERF - PERFORATED DEMO - DEMOLITION PERIM - PERIMETER DEPT - DEPARTMENT PERP - PERPENDICULAR DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD RIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL RA - RETURN AIR DW - DISHWASHER DWG - DRAWING RCP - REFLECTED CEILING PLAN EA -EACH REC - RECESSED REF - REFERENCE EL - ELEVATOR ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE EQ - EQUAL REV - REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM RO -ROUGH OPENING EXT - EXTERIOR RO FA - FIRE ALARM RTD - RATED FD - FLOOR DRAIN SCHED - SCHEDULE FE - FIRE EXTINGUISHER SF - SQUARE FEET /FOOT SHT - SHEET FEC - FIRE EXTINGUISHER CABINET SIM - SIMILAR FFE - FINISH FLOOR ELEVATION FIN - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR - FLOOR SPKR - SPEAKER FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL Rio - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING STRUC - STRUCTURAL GA - GAUGE SYMM - SYMMETRICAL GC - GENERAL CONTRACTOR TBD - TO BE DETERMINED GL - GLASS GWB - GYPSUM WALLBOARD TEL - TELEPHONE OR TELECOM TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR -yp - TYPICAL INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION LAV - LAVATORY VCT -VINYL COMPOSITION TILE LF - LINEAR FOOT VIF VERIFY IN FIELD MAIL - MATERIAL W/ - WITH MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD W/0 - WITHOUT 1. PROJECT ADDRESS: CORELINK INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES BUILDING CODE - 2009 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2009 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VN FIRE RESISTIVE SISTINE SYSTEM: SPRINKLERED OCCUPANCY TYPE: 'F -1' (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE ( ) 4, FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 1,050 SQFT TOTAL APPROXIMATE SUITE AREA: 22,069 SQFT TOTAL APPROXIMATE FLOOR AREA: 107,489 SQFT OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: NUMBER OF EXITS REQUIRED: 2 REQUIRED; 2 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3' -8" TENANT: GENERAL CONTRACTOR: Corelink TBD Intergate East - Building 2 Suite 125 PLUMBING ENGINEER: 3311 South 120th TBD - Bidder Design Build by G.C. Tukwila, WA 98168 Tel: 720 - 480 -5639 MECHANICAL ENGINEER: ATTN: Loren Zweig TBD - Bidder Design Build by G.C. ARCHITECT /DESIGNER: ELECTRICAL ENGINEER: Burgess Design, Inc. TBD - Bidder Design Build by G.C. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 FIRE /LIFE SAFETY ENGINEER: Tel: 206.587.7120 TBD - Bidder Design Build by G.C. 9 Y Fax: 206.587.7122 ATTN: Randy Morgan BUILDING MANAGER: SABEY 12201 TUKWILA INTERNATIONAL BLVD. PLUMBING, MECHANICAL, ELECTRICAL, SUITE 400 LIFE SAFETY PERMITS UNDER SEPARATE SEATTLE, WA 98168 SUBMITTALS. TEL: 206.281.8700 FAX: 206.281.0920 ATTN: SANDRA SUSKIC COMMON PATH OF EGRESS TRAVEL: 75' 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPRO � t � C , - 0 0 LEGAL DESCRIPTION PARCEL NO. / o. NEW PARTITIONS, DOORS, FINISHES. Plan review approval is ` to errors Rd onli," slorg, LEGAL DESCRIPTION NE 1 OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 OF SECTION 10, T23k1., Approval of construed • o is A r t a, r.' ",. >' -�< �� (.!n'161"1.•s co ��Orr: t;Ow w1;t?>': '} the violation Of an' • • .red code GC n: if�1411CG. '1 ; °,. wfi 4 a +e` °'�° • of ^ roved Fiel 1 P t _ �p I3Y conditions is �C.�t1'ii}��IC�Si1r; ..! / By �/�/ R4E., W.M. CITY OF TUKWILA, KING` COUNTY WASHINGTON PARCEL NUMBER 102304- 9078 -05 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 8 2011 • DL l� City of ila BUILDING 0 ISION D /- 7 -/ City Of Tukwila BUILDING DIVISION STREET MAP DRAWING INDEX \ DRAWING ISSUED -�,- � o c,� ; q f\S j' Duwarilsri River ' Hw , 99 _.. DATE o '- r N •- '- o o 06/03/11 08/09/11 GENERAL X X X G.0.0 COVER SHEET / PROJECT INFORMATION X G.0.1 PROJECT NOTES X G.0.2 SITE PLAN X X G.0.3 CODE SUMMARY % Q a ARCHITECTURAL / INIERIQRS Q % n- 5 5 X A.2A.0 KEY PLAN X X X A.2A.1 DEMOLITION /CONSTRUCTION / RCP PLANS X X A.2A.2 STAIR & SIDEWALK CONSTRUCTION PLAN � d X X A.9.1 INTERIOR ELEVATIONS / WALL SECTIONS � �� X X A.9.2 GLAZING SECTIONS REVISIONS 4 No changes shall be made to the scope of work without prior approval of Tukwila Building D ivision. NOTE: Revisions will require a r. w pI ^n r:l_brn ttl and may in;,'ude additional Asst rs,l'. -?! f.: ::. M 3 __j DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - 1 ":60' A, DEFINITIONS: INTERGATE EAST 1 ALL EXITS ARE EXISTING 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 "CLEAR" PARTITIONS. B DIMENSIONS: BUILDING 2 SUITE 125 • • • • . • • **. ■iIH1 1rr1111111.._..___ art ..,I�,.::. � ■ • .."_.- ......,.. r 4�.' ' &`42 4v951t14.1 , n tAi.:. a §• }h7„ .�.�44 i ° E': � t ' %+�3t ;, "' � 4 . d4 '�, �# :t .4 � p .k. CY vYI ,: »� P ^.,.tA ,$)r 7J YUI,. ,:.. #��, }sror� ,, - "- i � y���t� ; t , ' �� +�;,.�y, + ., . ' . 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D SECTION REFERENCE SYMBOL DETAIL IDENTIFICATION DRAWING TITLE 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SH A LL 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 "AFF". FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - AFF . 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED OTHERWISE NOTED. D OR FACE OF FINISH MATERIAL FOR OTHER CEILING 7, DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. GRAPHICAL SCALE To ITLE O • DTL 1 FLOOR ELEVATION SYMBOLS SHT r n r n 92 -0 +1 -0 NOMINAL FLOOR � ELEVATION DETAIL REFERENCE SYMBOL � ELEV f HEIGHT ABOVE BELOW DTL BUILDING SPACE / ROOM ID - - • 1 l 1 = p� � � , w£ r e.•► SIB OFFICE SPACE NAME COLUMN AND/OR GRID LINE SYMBOL 1127 -01- SPACE NUMBER �' 3 ,,, E� . , x , " o, r:ya4 W" �M ■ .fit,�i��:. f I. 1 'a'iioT SE `-��7 REQi.:. t_... ) ;---OR: r._.,, r ; �ir�:.:i t.cal t::sctricaI f°iK ,t;ing Igi Ca, icing City ;; ` �Ikwila „ tllL_DI . '''IVISION + DIMENSION LINE: _ 20' 0 DOOR 0 SYMBOL ¢ o o ;', s ,��" ., - :,,, ;�, �.,1 „. ., ._�,,�. III , EXIT , = 0 DOCUMENT SHEET SYMBOL 0. RECEIVED_ 1TY OF TU LA --4- KEYED SHEET NOTES L ANGLE © AT @ -''i- GLAZING SYMBOL CENTERLINE Q A -•�- REVISION NUMBER AREAS OF WORK 1 AUG 09 2011 PERMIT CENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors ® architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 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 i !ISTERED CHITECT RANDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET /1\ PERMIT REVISION PERMIT REVISION 2 12/13/10 3 PERMIT REVISION 3 / 4 \ PERMIT REVISION 4 04/07/11 05/19/11 06/03/11 08/09/11 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 17.7,0,1 ForliRM WM. 4 OCC. LOA NEW MECH. /ELEC ROOM 3,271 S.F. rz OCC. LOAD: 300 S.F /OCC. =11 OCC. BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. !� LOAD STAIR NOT IN SERVICE COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 100 FEET TO DECISION NODE. THE PATH OF EMERGENCY EGRESS ,,- TRAVEL ILLUMINATION) LEVEL SHALL NOT BE LESS THAN AN AVERAGE OF (1) FOOT CANDLE AT THE WALKING SURFACE. • 61 Ni MEM AIliT•1.T 772 S. F. OCC. LeAD: 100 S.F OCC. =8 OCC. BREAK ROOM 224 S.F. OCC. LOAD: 15 S.F. /OCC. =15 OCC! N.O.C. 1,062 S.F. OCC. LOAD: 00 S.F. /OCC. =4 OCC. ASED ON SUBMITTAL UNDER 1997 UBC. DATA CENTER 10,556 S.F. ,OCC. LOAD — 300 S.F /OCC. = 36 OCC. BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. CONFERENCE ROOM SHARED OFFICE 417 S.F. OCC. LOAD: 100 S.F OCC. =5 OCC. ' ' AD ITE 120 NEW DOOR, STAIR, AND CONCRETE LANDING REVISED UNDER PERMIT D10 -340. 80 occ.<. OCC LOAD L _ J 4 OCC. LOAD TOTAL OCCUPANT LOAD AT THIS EXIT 80 OCCUPANTS MOVE UNISTRUTS NEW CHAINLINK GATE WITH LOCKSET AND NEW CONCRETE WALK REVISED UNDER PERMIT D10 -340 CODE PLAN 1/16" =1' -0" CODE INFORMATION PROJECT ADDRESS: INTERGATE EAST — BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 PARCEL NUMBER: 102304 - 9078 -05 LEGAL DESCRIPTION: NE 1 OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON APPROXIMATE AREA OF CONSTRUCTION: 1,050 SQFT TOTAL APPROXIMATE SUITE AREA (SUITE 120): 22,069 SQFT SUITE AREA (SUITE 160): 26,669 SQFT TOTAL APPROXIMATE BUILDING FLOOR AREA: 107,489 SQFT OCCUPANCY TYPE: SUITE 120; 'B' (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE SUITE 160; 'F -1' (EXISTING) NUMBER OF EXITS REQUIRED: REQUIRED; PROVIDED (SUITE 120) (SUITE 160) COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED NFPA 13 CODE SHEET: SYMBOLS LEGEND EXIT SIGNS MEANS OF EGRESS PATH SEP 2 5 20iZ REVIEWED FOR CODE COMPLIANCE APPROVED AUG 18 2011 City of Tukwila BUILDING DIVISION Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500 . Seattle . WA 98101 TEL: 200.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 (R'\ KEY PLAN ■ ► NTS RECEIVED CITY OF TUKWILA AUG 0 9 2011 PERMIT CENTER Professional seal 8p21 Vr HRE IS i ITECT ERED RANDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET PERMIT REVISION PERMIT REVISION 2 PERMIT REVISION 3 PERMIT REVISION 4 12/13/10 04/07/11 05/19/11 06/03/11 08/09/11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 CODE SUMMARY Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.3 MI MMMM MI MI MMMM SEP 2 5.2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ••rrr ■ FT jr �.ifra'- — �^+� — ^ir �irrr■ rr. ..rrrr.....u. ��la ;— KEY PLAN /rN ■ 1 /8" =1, -0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 REVIEWED FOR - CODE COMPLIANCE APPROVED AUG 18 2011 City GTukwila DIVISION 1 mmrnmm mmmmmmi RECEIVFFP CITY OF TU LA AUG 0 9 2011 PERMIT CENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors ® architecture 1326 Fifth Avenue Suite S00 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 /1\ PERMIT REVISION 04/07/11 PERMIT REVISION 2 05/19/11 PERMIT REVISION 3 06/03/11 / 4 \ PERMIT REVISION 4 08/09/11 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM KEY PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A A.2A.0 so • N. • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 REVIEWED FOR - CODE COMPLIANCE APPROVED AUG 18 2011 City GTukwila DIVISION 1 mmrnmm mmmmmmi RECEIVFFP CITY OF TU LA AUG 0 9 2011 PERMIT CENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors ® architecture 1326 Fifth Avenue Suite S00 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 /1\ PERMIT REVISION 04/07/11 PERMIT REVISION 2 05/19/11 PERMIT REVISION 3 06/03/11 / 4 \ PERMIT REVISION 4 08/09/11 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM KEY PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A A.2A.0 so • e. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 REVIEWED FOR - CODE COMPLIANCE APPROVED AUG 18 2011 City GTukwila DIVISION 1 mmrnmm mmmmmmi RECEIVFFP CITY OF TU LA AUG 0 9 2011 PERMIT CENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors ® architecture 1326 Fifth Avenue Suite S00 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 /1\ PERMIT REVISION 04/07/11 PERMIT REVISION 2 05/19/11 PERMIT REVISION 3 06/03/11 / 4 \ PERMIT REVISION 4 08/09/11 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM KEY PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A A.2A.0 IIIiNl itI UP:► 11 M 0 AREA OF WORK UP O ©0 II■ ■ ® ® ■■.M■ : ®■ DEMOLITION PLAN 0 8' 16' 24' 1/8" = 1'- 0" L L IM z • • • • • • 0 X 1 D AREA OF WORK • • • • ■ • ■ ■ ■ • • • ■ • ■ • ■ UP • mm UP -II III • MI • CONSTRUCTION PLAN 0 8' 16' 24' 1/8" = 1'— 0" ■■ • • • • • • • • • • • • REVIEWED FOR CODE COMPLIANCE APPROVED AUG 18 2011 City of Tukwila BUILDING DIVISION i■NI ■ • • • • r • • • • • • 0 • • • • • • • O O O 0 • • • • • • • • • ■ ~N■■■ ■ ■ ■ Ili ■■ ■® L_ UP 0 C- AREA OF WORK AREA OF WORK- • • ■ ■ ■■ ■■ ■ ■ ■lW■ IUfNIuIi r� UP ■ • • • • • • • EXPIRED • • • • SEP ZA 1011 • • • • REFLECTED CEILING PLAN i SYMBOL LEGEND KEYED SHEET NOTES KEYED SHEET NOTES L CEILING LEGEND - LIGHTING -' l . REMOVE EXISTING WALL TO RELITE. 2O REMOVE EXISTING PANELING - PATCH & REPAIR WALL AS REQUIRED. ADD 5/8" GWB IF REQUIRED. 3O EXISTING FIRE AI.ARM PANEL TO BE RELOCATED. 4O EXISTING WALL HEATER UNIT TO REMAIN. O5 EXISTING COMPANY LOGO TO BE REMOVED AND RELOCATED PER CONSTRUCTION PLAN. 6 EXISTING FIRE EXTINGUISHERS TO BE RELOCATED. Q 7O EXISTING LIGHT SWITCH TO BE RELOCATED. O EXISTING CASEWORK TO BE REMOVED. 0. EXISTING FIRE STROBE TO BE RELOCATED PER CONSTRUCTION PLAN. 10 EXISTING LIGHT SWITCH TO BE RELOCATED PER CONSTRUCTION PLAN. 11 RELOCATED FIRE EXTINGUISHER MOUNT AT SAME EXISTING LOCATION HEIGHT. • MOVE EXISTING POWER & DATA OUTLETS DOWN TO STANDARD HEIGHT. PATCH AND REPAIR WALL AS REQUIRED. • PROVIDE NEW CARPET TILE OVER RAISED FLOOR TILES. 14 NEW BUILDING STANDARD 3' -0" x7' -0" DOOR AND FRAME WITH BUILDING STANDARD LATCHSET HARDWARE. INFILL REMAINING OPENING WITH WALL FRAMING AND GWB TO MATCH EXISTING WALL THICKNESS. • NEW POWER /DATA FLOOR BOX. COORDIANTE EXACT LOCATION WITH TENANT. 16 NEW FIRE STROBE LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. 17 NEW FIRE ALARM PANEL LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. . • PROVIDE NEW OUTLET FOR TENANT PROVIDED REFRIGERATOR. 19 PROVIDE BUILDING STANDARD 3' -0" x7' -0" DOOR AND FRAME, WITH BUILDING STANDARD LATCHSET. • RELOCATED 3' -0 "h x 6' -0 "w COMPANY LOGO SIGNAGE. MOUNT BOTTOM AT 51" A.F.F. CENTERED ON WALL HORIZONTALLY. • PROVIDE WATERLINE FOR TENANT PROVIDED COFFEE MACHINE TO BE MOUNTED ON COUNTER. COORDINATE REQUIREMENTS WITH TENANT. • PROVIDE ADA DISHWASHER. • NEW WINDOW SYSTEM INSTALLED ON TOP OF EXISTING RECEPTION DESK. RE- INFORCE RECEPTION DESK DIRECTLY BELOW WINDOW SYSTEM TO PROVIDE SOLID BLOCKING TO FLOOR. • NOT USED. • RELOCATED LIGHT SWITCH FOR CORRIDOR LIGHTING. • REMOVE E)IISTING TRACK LIGHTING. PATCH AND REPAIR GWB CEIUNG AS REQUIRED. • PROVIDE GWB SOFFIT ADDmON WHERE EXISTING WALL IS REMOVED. TO MATCH EXISTING SOFFIT HEIGHT. • PROVIDE NEW LIGHT SWITCH AND RECIRCUIT LIGHTS WHEN ROOM TO BE ON THIS NEW SWITCH. • RELOCATED LIGHT SWITCH FOR LOBBY AREA LIGHTING. Q MODIFY, PATCH AND REPAIR EXISTING CEIUNG GRID/TILE AS REQUIRED FOR INSTALLATION OF NEW FULL HEIGHT 1 -HR RATED PARTmON. EXISTING 1' X 4' DIRECT /INDIRECT LIGHT FIXTURE. f f EXISTING CONSTRUCTION TO REMAIN /� / \ E J 1 NEW INSULATED INTERIOR - tHR- R4TEB- PARTITION CONSTRUCTION -REFER TO J /A.9.1 .. : . : . : . : . : . : . : . : . :. : . : NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION OE EXISTING DOWNLIGHTS OR WALLWASHER RELOCATED WALL WASHER. NEW INSULATED NON RATED CONSTRUCTION TO CEILING ABOVE -REFER TO K /A.9.1 PARTIAL HEIGHT GLAZING SYSTEM 0 0 0 0 0, DEMO LIGHTS =1 EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. RELOCATED 2' X 2' FLUORESCENT FIXTURE. R 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG—SUM GENERAL CONSTRUCTION NOTES 31 CONTRACTOR TO VERIFY BOTH NEW PARTMON AND EXISTING PARTITION USE SAME SIZING TO PROVIDE CONTINUOUS FLUSH SURFACE, BOTH FACES OF PARTITIONS. © REMOVE BUSTING WALL AS REQUIRED FOR RELOCATION OF DOOR ANDRELITE. • RELOCATED DOOR, RELITE AND FRAME. • NEW 3'- 0'zB /S HEIGHT NON RATED WOOD DOOR WITH HOLLOW METAL FRAME. MATCH BUILDING STANDARD FINISHES. 3 Zoos 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTIONS. 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. Project Info Project Address: CORELINK Date 12/13/10 3311 S. 120TH PLACE For Building Department Use TUKWILA, WA 98168 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, /500, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Description Pro j P tion ❑ New eagdng ❑ Addition ®Atterotion • PROVIDE PUSH TO EXIT DEVICE AT CARD ACCESS LOCATION. CARD ACCESS TO MEET THE REQUIREMENTS OF IBC SECTION 1008.1.4.4 EXCLUDING NO.6 Compliance Option ❑ Prescriptive ® lighting Power Allowance ❑ Systems Analysis (See Qaogrlcation Checkrwt (over). Indicate Prescriptive & LPA spocies dearly on per) ❑ No changes are being mode to the righting I21 Less than 60% of the fixtures are new and installed rghting wattage is not being increased RECEIVFE���_ CITY OF TUKWILA AUG 0 9 2011 PERMIT CENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors ® architecture 1326 Fifth Avenue Suite 500. Seattle , WA 98101 TEL: 208.587.7120 FAx206, 587,7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 8021 ARE ERED op. ., y r ' ITECT NDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Dote PERMIT SET 12/13/10 /1\ \ PERMIT REVISION 04/07/11 PERMIT REVISION 2 05/19/11 / s \ PERMIT REVISION 3 06/03/11 / 4 \ PERMIT REVISION 4 08/09/11 Drawn by: MK Reviewed by: RM Project No: 10.S81 3.01 DEMOLITION PLAN CONSTRUCTION PLAN REFLECTED CEILING PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 EXTEND HANDRAIL TO WALL AND INSTALL A CONTINUOUS RAILL BELOW HANDRAIL ALONG THE ENTIRE SIDE OF THE RAMP SO THAT THERE IS A MAX. GAP OF NO MORE THAN 3i" BETWEEN THE RAMP SURFACE AND THE RAIL UP 0 31°1° RECE1V , CITY OF ° LA AUG os2olt PERMIT CENTER ENLARGED RAMP PLAN 1 /4 " =1' -0" 6. 0 10' -4" 32 ° CLR. OPENING • 3' -0" 6' -7" CONSTRUCTION PLAN 0 1 "0 STEEL PIPE HANDRAIL PRE – MANUFACTURED STEEL STAIR AND LANDING SYSTEM. LANDING, STAIRTREADS AND RISERS TO BE DIAMOND PLATE STEEL OR STEEL GRATING WITH LESS THAN i" OPENING 1 / / r 4' 11" TYP. EXISTING MECHANICAL PIPING OvO STAIR SECTION 12' • —o— VESTIBULE `01 C J. It 1/4" = 1'- 0" 3/4" PLYWOOD PLATFORM WITH ROPPE RUBBER STAIR TREADS AND TILES, BOTH TOP AND SIDES, AND USING ROPPE LANDING TRIM AT EDGES AS REQUIRED 1 "0 STEEL PIPE HANDRAIL 12" MIN. 2CY,'I +1Q 11" H r. 0 AC EXIST NG RAISED \ FLOOR SYSTEM INFILL EXISTING WALL WHERE EXISTING DOOR WAS RAISED WITH STEEL FRAMING FRAMING TO MATCH EXISTING WALL DEPTH 1/2" = 1'— 0" 4'-3" CONSTRUCTION PLAN 4' -3" 0 4' 8' 12' 0 r) 1/4" = 1'— 0" NEW INSULATED 3'- 0 "X7' -0" H.M. DOOR AND FRAME –TO BE CUT INTO EXISTING CONC. WALL PRE – MANUFACTURED STEEL STAIR AND LANDIND SYSTEM. LANDING, STAIRS, TREADS AND RISERS TO BE STEEL GRATING WITH LESS THAN " OPENING 1 "0 STEEL PIPE HANDRAIL 11 "/- TYP. 1' -0 "� MIN. – EXISTING MECHANICAL PIPING 11" TYP. KEYED SHEET NOTES 0000000 LANDING PLATFORM. EXISTING DOOR & FRAME TO BE RAISED 9" – MODIFY WALL CONSTRUCTION AS REQUIRED. EXISTING MECHANICAL PIPING – VERIFY EXACT LOCATION. NEW INSULATED 3' -0"X 7' -0" H.M. DOOR AND FRAME ASSEMBLY MAXIMUM U– FACTOR U- 0.600. VERIFY EXACT LOCATION OF CAPPED CONDUIT. NEW CHAIN LINK GATE WITH LEVER STYLE LOCKING DEVICE. NEW CONCRETE SIDEWALK PER DETAIL J /A.2A.2 COORDINATE RELOCATION OF EXISTING LANDSCAPING WITH LANDLORD. EXISTING SIDEWALK. RELOCATE EXISTING UNISTRUT SUPPORTS AT 6" AS REQUIRED TO CONSTRUCT NEW STAIR. NEW 3' -0" X 7' -0" H.M. DOOR AND FRAME TO MATCH BUILDING STANDARD (B /S) WITH LATCH SET. PAINT TO TC G Y C 0 0: S DO'R ' F;;,1 S. 11 PROVIDE PUSH TO EXIT DEVICE AT CARD ACCESS LOCATION. CARD READER TO MEET THE REQUIREMENTS OF IBC SECTION 1008.1.4.4 EXCLUDING N0.6 GENERAL CONSTRUCTION NOTES 1. 2. 3. 4. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE– RETARDENT TREATED WOOD. * IF LANDING DIMENSION EXCEEDS 30" ABOVE GRADE THEN GUARDRAILS MUST MEET REQUIREMENTS FOR OPENING LIMITATIONS OF LESS THAN 4" AND THE GUARDRAIL MUST BE 42" MIN. STAIR SECTION DUMMY JOINT 0 20' O.C. )j6" X 1–Xi" PREMOLDED CONT. MASTIC JOINT STRIP (SAWCUT JOINT 0 CONTRACTORS OPTION) 4X4 WI. X WI.4 WWM 0 CENTER — 1/2" = 1'— 0" 4" MIN. CONC. SIDEWALK 4" MIN. " MINUS CRUSHED ROCK PRE– EMERENCE HERBICIDE (APPROX. 8 LBS / 2500 SQFT) NOTE: 1. MIN. CONCRETE 3000 P.S.I. (51 SACK) 2. PLACE TOOL JOINTS 0 5' 0.C. 3. MATCH EXISTING SIDEWALK FINISH 4. SIDEWALK TO MATCH GRADE OF EXISTING SIDEWALK WHERE THEY ABUT. SIDEWALK DETAIL 1" = 1'- 0" NEW CONCRETE LANDING PAD 3" MIN. DEPTH –SLOPE 1:48 MAX. CONSTRUCTION PLAN 0 4' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 18 2011 City of Tukwila BUILDING DIVISION EXPI 'ED SEP 2,§202 a 1 0 0 0 0 0 cc 0 z Z w 0 0 DOOR JAMB DETAIL CAULK (TYP.) EXISITNG CONCRETE WALL PANEL METAL DRIP EDGE 0 HEAD CONDITION ONLY NEW H.M. DOOR AND FRAME 3" = 1'- 0" 8' 12' 0 I 1/4" = 1'- 0" 1 "o STEEL PIPE HANDRAIL EXISTING MECHANICAL PIPING G EXISTING CONC. SLAB ESHOLD AT DOOR SHALL NOT EXCEED " IN HEIGHT. IF GREATER THAN in SHALL HAVE A SLOPE NOT GREATER THAN 1:2 BEVELED. STAIR SECTION EXISTING CONC. WALL REFER TO STRUCTURAL DETAILS K &L /A.2A.2 FOR REINFORCEMENT AT NEW DOOR OPENING TO BE CUT INTO EXISTING CONC. WALL EXISTING FOUNDATION 1/2" = 1'— 0" Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors 0 architecture 1326 Filth Avenue Suite 500. Seattle . WA 98101 TEL 206.587.7120 FAX:206, 5873122 All reproduction & intellectual property rights reserved c 2010 Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 / ?\ PERMIT REVISION PERMIT REVISION 2 PERMIT REVISION 3 PERMIT REVISION 4 04/07/11 05/19/11 06/03/11 08/09/11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 STAIR & SIDEWALK CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced o A.2A.2 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLiH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ AFF ALT ALUM APC APPROX ARCH ACT 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 FIN FLUOR FLR FO FOIC FTIC FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF - 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 MFR 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 - MECHANICAL - MEZZANINE - MANUFACTURER - MINIMUM - MISCELLANEOUS - MOUNTED - METAL - NOT APPLICABLE - NOT IN CONTRACT - NOT TO SCALE - - ON CENTER - OFFICE - OPENING - OVERHEAD - PAINT - PARTITION - PERFORATED - PERIMETER - PERPENDICULAR - PLASTIC LAMINATE - PLYWOOD - QUANTITY - RELOCATED - RETURN AIR - REFLECTED CEILING PLAN - RECESSED - REFERENCE - REFRIGERATOR - RELOCATE - REVISION OR REVISED - ROOM - ROUGH OPENING - RATED 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 TBD TEL TEMP THK TO TOS TYP UON UPS VCT VIF W/ WC WD W/O - SYMMETRICAL - TO BE DETERMINED - TELEPHONE OR TELECOM - TEMPERED - THICKNESS - TOP OF - TOP OF SLAB - TYPICAL - UNLESS OTHERWISE NOTED - UNINTERRUPTED POWER SUPPLY - VINYL COMPOSITION TILE - VERIFY IN FIELD - WITH - WATER CLOSET - WOOD - WITHOUT 1. PROJECT ADDRESS: CORELINK INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2009 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2009 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VN FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: 'F -1' (EXISTING) WITH ACCESSORY USED TO 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 1,050 SQFT TOTAL APPROXIMATE SUITE AREA: 22,069 SQFT TOTAL APPROXIMATE FLOOR AREA: 107,489 SQFT OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: NUMBER OF EXITS REQUIRED: 2 REQUIRED; 2 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 75' SUPPORT MAIN USE SEP 2 5 2012 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, FINISHES. FKLE P Permit No.. eologwv40 ... PI •.r. Irview approval is subject to errors and omissions. ._ !aI of construction documents does not authorize .O'aaion of any adopted code or ordinance. Receipt approved Field Cop is acknowledged: By Date: STREET MAP la City Of RI BUILDING DIVISION TENANT: Corelink Intergate East - Building 2 Suite 125 3311 South 120th Tukwila, WA 98168 Tel: 720 - 480 -5639 ATTN: Loren Zweig ARCHITECT /DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: Randy Morgan BUILDING MANAGER: SABEY ..12201 TUKWILA INTERNATIONAL BLVD. SUITE 400 SEATTLE, WA 98168 TEL: 206.281.8700 FAX: 206.281.0920 ATTN: SANDRA SUSKIC 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. REVISIONS ._ No c41angns shall be made to the scope of work without prior approval of Tukwila Building Division. NOTL:: Revisions will require a new plan submittal and may include additional plan review fees. LEGAL DESCRIPTION / PARCEL NO. LEGAL DESCRIPTION NE 1 OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON PARCEL NUMBER 102304 - 9078 -05 E SPR t 2A E PERMIT R M I T REQUIRED FOR: Mechanical i rElectrical tPumbing Gas Piping City of Tukwila I.ALDING DIVISION DRAWING INDEX \ DRAWING ISSUED i- < 0 M CV 0 0 X X X X X X X X X X X X X r N 0 c0 0 X X X 3 GENERAL G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES G.0.2 SITE PLAN G.0.3 .. CODE SUMMARY ARCHITECTURAL / INTERIORS A.2A.0 KEY PLAN A.2A.1 DEMOLITION /CONSTRUCTION / RCP PLANS A.2A.2 STAIR & SIDEWALK CONSTRUCTION PLAN A.9.1 INTERIOR ELEVATIONS / WALL SECTIONS A.9.2 GLAZING SECTIONS DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE 1 ":60' SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID SHEET NO. D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: 0 r.................. 20' - If L ANGLE @ AT CENTERLINE INDICATES FINISHED SURFACES TO ALIGN DRAWING TITLE BAR a A OTITLE o Lf DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS +1' -0" NOMINAL FLOOR i ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE SPACE NAME -�- SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL KEYED SHEET NOTES GLAZING SYMBOL REVISION NUMBER G1 A 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. • INTERGATE EAST BUILDING 2 SUITE 125 ALL EXITS ARE EXISTING REVIEWED FOR CODE COMPLIANCE APPROVED JUN 15 2011 tJ >_ ■Vt City of Tukwila BUILDING DIVISION ECEIVE[ JUN 0 3 2011 0 W..4dli^<TCENTER to3q 0 Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors ® architecture 1326 Fifth Avenue Suite SOO . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 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 so GISTERED CHITECT RANDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET A PERMIT REVISION PERMIT REVISION 2 PERMIT REVISION 3 12/13/10 04/07/11 05/19/11 06/03/11 Drawn by: MK Reviewed by: RM Project No: 10.9313.01 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 EW 4•UB - DO F L DING OC ACC A{�JACE T WANT EW li'fCIT S IR MO 'tFIED • OOR MOW MOM MOM MOM 4. IMOM SOMM MIMI IMM MOM MM W.. MOM MM NEW MECH. /ELEC ROOM 3,271 S.F. OCC. LOAD: 300 S.F /OCC. =11 OCC 1 BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. STAIR NOT IN SERVICE COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 100 FEET TO DECISION NODE. THE PATH OF EMERGENCY EGRESS TRAVEL ILLUMINATION] LEVEL SHALL NOT BE LESS THAN AN AVERAGE OF (1) FO9T/ CANDLE AT THE WALKING SURFACE. OPERATIONS ROOM 772 S.F. OCC. LOAD: 100 S.F /OCC. =8 OCC. BREAK ROOM 224 S.F. OCC. LOAD: 15 S.F. /OCC. =15 OCV N.Q.C. 1,062 S.F. OCC. LOAD: 300 S.F. /OCC. =4 OCC BASED ON SUBMITTAL UNDER 1997 UBC. 4 OCC. LOAD DATA CENTER 10,56 S.F. ,,0cc. LOAD — 300 S.F /OCC. = 36 OCC. BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. 0 CONFERENCE ROOM 290 S.F. OCC. LOAD: 15 S.F OCC. =20 OCC. SHARED OFFICE 417 S.F. OCC. LOAD: 100 S.F OCC. =5 OCC. SUITE 120 NEW DOOR, STAIR, AND CONCRETE LANDING REVISED UNDER PERMIT D10 -340. MIIM MIMI _ W01111W MWM EXIT TOTAL OCCUPANT LOAD AT THIS EXIT 80 OCCUPANTS 1111011 I IH EXIT MOVE UNISTRUTS NEW CHAINLINK GATE WITH LOCKSET AND NEW CONCRETE WALK REVISED UNDER PERMIT D10 -340 CODE INFORMATION PROJECT ADDRESS: INTERGATE EAST — BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 PARCEL NUMBER: 102304 - 9078 -05 LEGAL DESCRIPTION: NE 1 OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON APPROXIMATE AREA OF CONSTRUCTION: 1,050 SQFT TOTAL APPROXIMATE SUITE AREA (SUITE 120): 22,069 SQFT SUITE AREA (SUITE 160): 26,669 SQFT TOTAL APPROXIMATE BUILDING FLOOR AREA: 107,489 SQFT OCCUPANCY TYPE: SUITE 120; 'B' (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE SUITE 160; 'F -1' (EXISTING) NUMBER OF EXITS REQUIRED: REQUIRED; PROVIDED (SUITE 120) (SUITE 160) COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED NFPA 13 CODE SHEET: SYMBOLS LEGEND ca rm rm C3 ea r3E3®rmlm EXIT SIGNS MEANS OF EGRESS PATH Minim Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors ® architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Ann n . imam KEY PLAN NTS SEP 2 5; 2012 1 -3 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 15 2011 City of Tukwila BUILDING DIVISION ECEIVED JUN 0 3 2011 P tTCENTER Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date / I \ PERMIT SET PERMIT REVISION PERMIT REVISION 2 PERMIT REVISION 3 12/13/10 04/07/11 05/19/11 06/03/11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 CODE SUMMARY Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.3 0 i ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ AREA OF WORK 0 AREA OF WORK UP 40 z UP ■ ■ ■ ■ ■ v 1 III ■ III ■ » DEMOLITION PLAN 0 8' 16' 24' 1/8 " =1' -0" i ■ ■ ■ 0 A.6.1 -77-77J-x u AREA OF WORK CONSTRUCTION PLAN 0 16' 24' 1/8" = 1'- 0" SE' 2 5; 2012 ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1■ ■ ■■ ■! ■ ■■ d L 0 ■ ■ NJP UP AREA OF WORK AREA OF WORK UP R C� REFLECTED CEILING PLAN 8' 16' 24' 1/8" = 1'_ 0" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 5 2011 City of Tukwila BUILDING DIVISION SYMBOL LEGEND KEYED SHEET NOTES KEYED SHEET NOTES CEILING LEGEND - LIGHTING •> REMOVE EXISTING WALL TO RECITE. 2O REMOVE EXISTING PANELING - PATCH & REPAIR WALL AS REQUIRED. ADD 5/8" GWB IF REQUIRED. 3O EXISTING FIRE ALARM PANEL TO BE RELOCATED. 0. EXISTING WALL HEATER UNIT TO REMAIN. <> EXISTING COMPANY LOGO TO BE REMOVED AND RELOCATED PER CONSTRUCTION PLAN. 6 EXISTING FIRE EXTINGUISHERS TO BE RELOCATED. O G E 7! EXISTING LIGHT SWITCH TO BE RELOCATED. O EXISTING CASEWORK TO BE REMOVED. 0 EXISTING FIRE STROBE TO BE RELOCATED PER CONSTRUCTION PLAN. 10 EXISTING LIGHT SWITCH TO BE RELOCATED PER CONSTRUCTION PLAN. 11 RELOCATED FIRE EXTINGUISHER MOUNT AT SAME EXISTING LOCATION HEIGHT. 1Q MOVE EXISTING POWER & DATA OUTLETS DOWN TO STANDARD HEIGHT. PATCH AND REPAIR WALL AS REQUIRED. 13 PROVIDE NEW CARPET TILE OVER RAISED FLOOR TILES. 14 NEW BUILDING STANDARD 3' -O" x7' -0" DOOR AND FRAME WITH BUILDING STANDARD LATCHSET HARDWARE. INFILL REMAINING OPENING WITH WALL FRAMING AND GWB TO MATCH EXISTING WALL THICKNESS. • NEW POWER /DATA FLOOR BOX. COORDIANTE EXACT LOCATION WITH TENANT. • NEW FIRE STROBE LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. • NEW FIRE ALARM PANEL LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. •18 PROVIDE NEW OUTLET FOR TENANT PROVIDED REFRIGERATOR. 19 PROVIDE BUILDING STANDARD 3' -0" x7'-0" DOOR AND FRAME, WITH BUILDING STANDARD LATCHSET. OD RELOCATED 3' -0 "h x 6' -O "w COMPANY LOGO SIGNAGE. MOUNT BOTTOM AT 51" A.F.F. CENTERED ON WALL HORIZONTALLY. • Q PROVIDE WATERLINE FOR TENANT PROVIDED COFFEE MACHINE TO BE MOUNTED ON COUNTER. COORDINATE REQUIREMENTS WITH TENANT. • PROVIDE ADA DISHWASHER. • NEW WINDOW SYSTEM INSTALLED ON TOP OF EXISTING RECEPTION DESK. RE- INFORCE RECEPTION DESK DIRECTLY BELOW WINDOW SYSTEM TO PROVIDE SOLID BLOCKING TO FLOOR. • NOT USED. • RELOCATED LIGHT SWITCH FOR CORRIDOR LIGHTING. Q Q6 REMOVE EXISTING TRACK LIGHTING. PATCH AND REPAIR GWB CEILING AS REQUIRED. • PROVIDE GWB SOFFIT ADDITION WHERE EXISTING WALL IS REMOVED. TO MATCH EXISTING SOFFIT HEIGHT. • PROVIDE NEW LIGHT SWITCH AND RECIRCUIT LIGHTS WHEN ROOM TO BE ON THIS NEW SWITCH. • RELOCATED LIGHT SWITCH FOR LOBBY AREA LIGHTING. • MODIFY, PATCH AND REPAIR EXISTING CEIUNG GRID/TILE AS REQUIRED FOR INSTALLATION OF NEW FULL HEIGHT 1-HR RATED PARTmON. EXISTING 1' X 4' DIRECT /INDIRECT LIGHT FIXTURE. f f EXISTING CONSTRUCTION TO REMAIN ,t / \ mom E 1 5 NEW INSULATED INTERIOR - tHR•-I ATEB-PARTITION CONSTRUCTION -REFER TO J /A.9.1 : •: •: •: •: ❖:•: NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION ®E EXISTING DOWNLIGHTS OR WALLWASHER D RELOCATED WALL WASHER. • NEW INSULATED NON RATED CONSTRUCTION TO CEIUNG ABOVE -REFER TO K /A.9.1 PARTIAL HEIGHT GLAZING SYSTEM 0 0 o a �� DEMO LIGHTS r71 V J EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. RELOCATED 2' X 2' FLUORESCENT FIXTURE. R 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG—SUM GENERAL CONSTRUCTION NOTES • CONTRACTOR TO VERIFY BOTH NEW PARTMON AND EXISTING PARTION USE SAME SIZING TO PROVIDE . © REMOVE EXISTING WALL AS REQUIRED FOR RELOCATION OF DOOR ANDRELITE. • RELOCATED DOOR, REUTE AND FRAME. . NEW 3'- 0'xB /S HEIGHT NON RATED WOOD DOOR WITH HOLLOW METAL FRAME. MATCH BUILDING STANDARD FINISHES. 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTmON 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. Project Info k Project Address: CORELINK Date 12/13/10 3311 S. 120TH PLACE For Building Deportment Use TUKWILA, WA 98168 SS Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 HMI AVENUE, Poo, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Project Description ❑ New Building ❑ Addition OD 'vexation Compliance Option ❑ Prescriptive DI Lighting Power Allowance ❑ Systems Analysis (see Quaification Checkrat (over). !Wade Prescriptive a IPA spaces clearly on plans.) ❑ No changes are being made to the righting LE Less than 60% of the fixtures are new and installed rghting wattage is not being increased RECEIVED JUN 03 2011 PERMIT CENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1326 Filth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.587.7120 FAK206, 587.7122 M reproduction & intellectual property rights reserved c 2010 --- 3z4o Professional seal 10/1 f‹. 8021 ISTERED CHITECT RANDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 / I \ PERMIT REVISION 04/07/11 PERMIT REVISION 2 05/19/11 / \ PERMIT REVISION 3 06/03/11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 DEMOLITION PLAN CONSTRUCTION PLAN REFLECTED CEILING PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 3' -0" 0 I 6' -7" CONSTRUCTION PLAN 1 "0 STEEL PIPE HANDRAIL PRE - MANUFACTURED STEEL STAIR AND LANDING SYSTEM. LANDING, STAIRTREADS AND RISERS TO BE DIAMOND PLATE STEEL OR STEEL GRATING WITH LESS THAN I. OPENING 0 n 1 EXISTING MECHANICAL PIPING STAIR SECTION 12' 1/4" = 1'- 3/4" PLYWOOD PLATFORM WITH ROPPE RUBBER STAIR TREADS AND TILES, BOTH TOP AND SIDES, AND USING ROPPE LANDING TRIM AT EDGES AS REQUIRED j1 "0 STEEL PIPE HANDRAIL 12" MIN. EXIST NG RAISED It-FLOOR SYSTEM INFILL EXISTING WALL WHERE EXISTING DOOR WAS RAISED WITH STEEL FRAMING FRAMING TO MATCH EXISTING WALL DEPTH 1/2" = 1'- 0" 10' -4" VESTIBULE SIM. (0 LANDING) 1 A.2A.2 4' -3" 1 I ok r %up CONSTRUCTION PLAN 4' 8' 12' KEYED SHEET NOTES LANDING PLATFORM. EXISTING DOOR & FRAME TO BE RAISED 9" - MODIFY WALL CONSTRUCTION AS REQUIRED. EXISTING MECHANICAL PIPING - VERIFY EXACT LOCATION. NEW INSULATED 3' -0"X 7' -0" H.M. DOOR AND FRAME ASSEMBLY MAXIMUM U- FACTOR U- 0.600. VERIFY EXACT LOCATION OF CAPPED CONDUIT. NEW CHAIN LINK GATE WITH LEVER STYLE LOCKING DEVICE. NEW CONCRETE SIDEWALK PER DETAIL J /A.2A.2 COORDINATE RELOCATION OF EXISTING LANDSCAPING WITH LANDLORD. EXISTING SIDEWALK. RELOCATE EXISTING UNISTRUT SUPPORTS AT 6" AS REQUIRED TO CONSTRUCT NEW STAIR. NEW 3' -0" X 7' -0" H.M. DOOR AND FRAME TO MATCH BUILDING STANDARD (B /S) WITH LATCH SET. PAINT TO MATCH GRAY COLOR OF B/S DOOR AND FRAMES. GENERAL CONSTRUCTION NOTES 1. 2. 3. 4. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4' FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE - RETARDENT TREATED WOOD. 1: STAIR SECTION 1/4" _ ` ®I NEW INSULATED 3'- 0"X7' -0" H.M. DOOR AND FRAME -TO BE CUT INTO EXISTING CONC. WALL PRE - MANUFACTURED STEEL STAIR AND LANDIND SYSTEM. LANDING, STAIRS, TREADS AND RISERS TO BE STEEL GRATING WITH LESS THAN " OPENING 1 "0 STEEL PIPE HANDRAIL — 1' -0" MINI * IF LANDING DIMENSION EXCEEDS 30" ABOVE GRADE THEN GUARDRAILS MUST MEET REQUIREMENTS FOR OPENING LIMITATIONS OF LESS THAN 4" AND THE GUARDRAIL MUST BE 42" MIN. DUMMY JOINT 0 20' O.C. )(6" X 14N PREMOLDED CONT. MASTIC JOINT STRIP (SAWCUT JOINT 0 CONTRACTORS OPTION) 4X4 WI. X WI.4 WWM 0 CENTER 1 /2" = 1'- 0" —4" MIN. CONC. SIDEWALK 4° MIN. %" MINUS CRUSHED ROCK PRE - EMERENCE HERBICIDE (APPROX. 8 LBS / 2500 SQFT) NOTE: 1. MIN. CONCRETE 3000 P.S.I. (51i SACK) 2. PLACE TOOL JOINTS 0 5' 0.C. 3. MATCH EXISTING SIDEWALK FINISH 4. SIDEWALK TO MATCH GRADE OF EXISTING SIDEWALK WHERE THEY ABUT. cj-D SIDEWALK DETAIL 0" K 11" TYP. 0 11" TYP. 0 in -0 O 42" (MIN.) 32° CLR. OPENING - EXISTING MECHANICAL PIPING NEW CONCRETE LANDING PAD 3" MIN. DEPTH -SLOPE 1:48 MAX. DOOR JAMB DETAIL CONSTRUCTION PLAN 0 4' CAULK (TYP.) EXISTTNG CONCRETE WALL PANEL METAL DRIP EDGE 0 HEAD CONDMON ONLY NEW H.M. DOOR AND FRAME 3" = 1'- 0" 8' 12' a 0 1 1/4" = 1'- 0" 13 "0 STEEL PIPE HANDRAIL EXISTING MECHANICAL — PIPING oQ * 11 "0 STEEL PIPE HANDRAIL REFER TO DETAIL D /A.2A.2 FOR LANDING CONSTRUCTION EXISTING CONC. SLAB STAIR SECTION EXISTING CONC. WALL REFER TO STRUCTURAL DETAILS K &L /A.2A.2 FOR REINFORCEMENT AT NEW DOOR OPENING TO BE CUT INTO EXISTING CONC. WALL EXISTING FOUNDATION 1 0 1/2" = 1'- 0" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 15 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 032011 PERMIT CENTER NTS Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL 206.587.7120 FAX:208. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET PERMIT REVISION PERMIT REVISION 2 PERMIT REVISION 3 12/13/10 04/07/11 05/19/11 06/03/11 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM STAIR & SIDEWALK CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced G A.2A.2 ////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// 3' -0" x 0 6' -7" CONSTRUCTION PLAN 0 1 "o STEEL PIPE HANDRAIL PRE — MANUFACTURED STEEL STAIR AND LANDING SYSTEM. LANDING, STAIRTREADS AND RISERS TO BE DIAMOND PLATE STEEL OR STEEL GRATING WITH LESS THAN i" OPENING 0 Tr) 1 / / 4' 11" TYP. 8' EXISTING MECHANICAL PIPING STAIR SECTION 12' r 1/4" = 3/4" PLYWOOD PLATFORM WITH ROPPE RUBBER STAIR TREADS AND TILES, BOTH TOP AND SIDES, AND USING ROPPE LANDING TRIM AT EDGES AS REQUIRED 1i"O STEEL PIPE HANDRAIL 12" MIN. 11" EXIST NG RAISED IFLOOR SYSTEM INFILL EXISTING WALL WHERE EXISTING DOOR WAS RAISED WITH STEEL FRAMING FRAMING TO MATCH EXISTING WALL DEPTH 10' -4" VESTIBULE ■ 1 O IIIII11111i i, IIII.11 ■■IIC71i 11 :/, :PIS iI a iirliillr."muuii% T: L immoui n iimmummur umummimmul. PA =r_'. 4' -3" • CONSTRUCTION PLAN 0 4' 8' 12' ®I • 4' -3" 1/4" = 1'— 0" NEW INSULATED 3'- 0"X7' -0" H.M. DOOR AND FRAME —TO BE CUT INTO EXISTING CONC. WALL PRE — MANUFACTURED STEEL STAIR AND LANDIND SYSTEM. LANDING, STAIRS, TREADS AND RISERS TO BE STEEL GRATING WITH LESS THAN r OPENING 11 "o STEEL PIPE HANDRAIL 1 -0" �, MIN. 11" TYP. A 0 * < 0 3'— f/ L. — EXISTING MECHANICAL PIPING f 11" TYP. KEYED SHEET NOTES z 0000000 LANDING PLATFORM. EXISTING DOOR & FRAME TO BE RAISED 9" — MODIFY WALL CONSTRUCTION AS REQUIRED. EXISTING MECHANICAL PIPING — VERIFY EXACT LOCATION. NEW INSULATED 3' -0"X 7' -0" H.M. DOOR AND FRAME ASSEMBLY MAXIMUM U— FACTOR U- 0.600. VERIFY EXACT LOCATION OF CAPPED CONDUIT. NEW CHAIN LINK GATE WITH LEVER STYLE LOCKING DEVICE. NEW CONCRETE SIDEWALK PER DETAIL J /A.2A.2 COORDINATE RELOCATION OF EXISTING LANDSCAPING WITH LANDLORD. EXISTING SIDEWALK. RELOCATE EXISTING UNISTRUT SUPPORTS AT 6" AS REQUIRED TO CO►STRU N Al' '+ NEW 3' -0" X 7' -0" H.M. DOOR AND FRAME TO MATCH BUILDING STANDARD (B /S) WITH LATCH SET. PAINT TO MATCH GRAY COLOR OF B/S DOOR AND FRAMES. GENERAL CONSTRUCTION NOTES 1. 2. 3. 4. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE— RETARDENT TREATED WOOD. •P. 0 STAIR SECTION DUMMY JOINT 0 20' O.C. X6" X 1—X" PREMOLDED CONT. MASTIC JOINT STRIP (SAWCUT JOINT 0 CONTRACTORS OPTION) 4X4 WI. X WI.4 WWM 0 CENTER * IF LANDING DIMENSION EXCEEDS 30" ABOVE GRADE THEN GUARDRAILS MUST MEET REQUIREMENTS FOR OPENING LIMITATIONS OF LESS THAN 4" AND THE GUARDRAIL MUST BE 42" MIN. 1/2" = 1'— 0" 4" MIN. CONC. SIDEWALK d • • NEW CONCRETE LANDING PAD 3" MIN. DEPTH —SLOPE 1:48 MAX. CONSTRUCTION PLAN 0 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. ` 4" MIN. 9fi" MINUS CRUSHED ROCK PRE — EMERENCE HERBICIDE (APPROX. 8 LBS / 2500 SOFT) NOTE: 1. MIN. CONCRETE 3000 P.S.I. (51¢ SACK) 2. PLACE TOOL JOINTS 0 5' O.C. 3. MATCH EXISTING SIDEWALK FINISH 4. SIDEWALK TO MATCH GRADE OF EXISTING SIDEWALK WHERE THEY ABUT. SIDEWALK DETAIL OOR JAMB DETAIL 4' 8' 12' 1/4" = 1'- 1p6 STEEL PIPE HANDRAIL — XISTING MEC PIPING AL O X EXISTING CONC. SLAB EXPI SEp Z ZD,Z CAULK (TYP.) EXISITNG CONCRETE WALL PANEL METAL DRIP EDGE 0 HEAD CONDMON ONLY NEW H.M. DOOR AND FRAME " iT ED FOR: Mechanical Electrical lumbing Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR DE COMPLIANCE: ADP OVER MAY 252011 41A) City of T iila BUILDING n !RIGN lino STEEL PIPE HANDRAIL REFER TO DETAIL D /A.2A.2 FOR LANDING CONSTRUCTION AIR SECTION vA EXISTING CONC. WALL REFER TO STRUCTURAL DETAILS K &L /A.2A.2 FOR REINFORCEMENT AT NEW DOOR OPENING TO BE CUT INTO EXISTING CONC. WALL EXISTING FOUNDATION 1/2" = 1'— 0" FILE COPY Vr Permit N4. Plan review approval is subject to erns and mission Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fiekl Copy and arsons Is acknowledged: Ey..... .... Date: (// /2.d I t City OrBikwlla BUILDING DIVISION REVISION N0.? btO - 3ti RECEIVED MAY 20 2011 PERMIT CENTEh. NTS Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design interiors ® architecture 1326 Fifth Avenue Suite 500 . Seattle , WA 98101 TEL 206.587.7120 FAX:206. 5873122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description PERMIT SET PERMIT REVISION PERMIT REVISION 2 Date 12/13/10 04/07/11 05/19/11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 STAIR & SIDEWALK CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.2 (2) #8 SCREWS 0 EACH STUD MTL LEDGER TRACK 20 GA. 2 1/2" 25 GA. MTL CEILING JOIST FOR SPANS UP TO 6' -1" ENCAPSULATED BATT INSULATION ,n A.F.F. 8' —O" A.F.F. NEW GWB CEILING NEW GWB CEILING EXISTING WALL FURRING NEW ONE PIECE ADA SHOWER UNIT NEW BASE /--- EXISTING RAISED FLOOR 1/4" MTL CEILING JOIST ENCAPSULATED BATT INSULATION BATT INSULATION 2 1/2" X 20 GA METAL STUDS © 24" OC 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS 3/8" STEEL THROUGH BOLT W/ BACKING WASHER ® 24" OC FLOOR PANELS UNDER WALL TO BE ATTACHED TO FRAME MET. RUNNER TRACK NEW RUBBER BASE SEALANT 11 WALL /CEILING SECTION I 3 = 1 ' -0" REVIEWED FOR BODE COMPLIANCE A PDROVED t' •'( 25 2611 City of Tukwila BUILDING fIVIIfW E •nb D SEP Z,§ 2012 RECEIVED MAY 2 0 2011 PERMITCENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors 0 architecture 1328 Fifth Avenue Suite 500 . Scuttle . WA 98101 TEL: 208.587.7120 FAx:205. 5573122 All reproduction & intellectual property rights reserved c 2010 Professional seal 0021 RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 12/13/10 PERMIT REVISION 04/07/11 A\ \ PERMIT REVISION 2 05/19/11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 WALL SECTIONS Original drawing is 24" x 36 ". Sca en ities accordingly if reduce A.9.3 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE MTL - METAL AV - AUDIO VISUAL N/A - NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT - BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER CL - CENTER LINE OFF - OFFICE CLG - CEILING OPNG - OPENING CLR - CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC - CONCRETE PART - PARTITION CONF - CONFERENCE PERF - PERFORATED DEMO - DEMOLITION PERIM - PERIMETER DEPT - DEPARTMENT PERP - PERPENDICULAR DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION DTL - DETAIL (R) - RELOCATED RA - RETURN AIR ow - DISHWASHER DWG - DRAWING RCP - REFLECTED CEILING PLAN EA -EACH REC - RECESSED REF - REFERENCE EL - ELEVATOR ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE EQ -EQUAL REV - REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM EXT - EXTERIOR RO - ROUGH OPENING RTD - RATED FA - FIRE ALARM SCHED - SCHEDULE FD - FLOOR DRAIN FE - FIRE EXTINGUISHER SF - SQUARE FEET /FOOT FEC - FIRE EXTINGUISHER CABINET SHT - SHEET FFE - FINISH FLOOR ELEVATION SIM - SIMILAR FIN - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR -FLOOR SPKR - SPEAKER FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR FURR - FURRING STRL - STRUCTURAL GA - GAUGE STRUC - STRUCTURAL GC - GENERAL CONTRACTOR SYMM - SYMMETRICAL GL - GLASS TBD - TO BE DETERMINED GWB - GYPSUM WALLBOARD TEL - TELEPHONE OR TELECOM TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR -gyp - TYPICAL INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION VCT -VINYL COMPOSITION TILE LAV - LAVATORY VIF LF - LINEAR FOOT - VERIFY IN FIELD MATL - MATERIAL w/ - WITH MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD W/0 - WITHOUT SEPARATE PERMIT REQUIRED FOR: 646chanicat ectricat P umbing f as piping City of Tukwila BUiV.TNG DIVISION 1. PROJECT ADDRESS: CORELINK INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES BUILDING CODE - 2009 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2009 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VN FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: 'F -1' (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE ) 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 1,050 SQFT TOTAL APPROXIMATE SUITE AREA: 22,069 SQFT TOTAL APPROXIMATE FLOOR AREA: 107,489 SQFT OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: NUMBER OF EXITS REQUIRED: 2 REQUIRED; 2 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: TENANT: GENERAL CONTRACTOR: Corelink TBD Intergate East - Building 2 Suite 125 PLUMBING ENGINEER: 3311 South 120th TBD - Bidder Design Build by G.C. Tukwila, WA 98168 Tel: 720 - 480 -5639 MECHANICAL ENGINEER: ATTN: Loren Zweig TBD - Bidder Design Build by G.C. ARCHITECT /DESIGNER: ELECTRICAL ENGINEER: Burgess Design, Inc. TBD - Bidder Design Build by G.C. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 FIRE /LIFE SAFETY ENGINEER: Tel: 206.587.7120 TBD - Bidder Design Build by G.C. Fax: 206.587.7122 ATTN: Randy Morgan BUILDING MANAGER: SABEY 12201 TUKWILA INTERNATIONAL BLVD. PLUMBING, MECHANICAL, ELECTRICAL, SUITE 400 LIFE SAFETY PERMITS UNDER SEPARATE SEATTLE, WA 98168 SUBMITTALS. TEL: 206.281.8700 FAX: 206.281.0920 SANDRA SUSKIC 75' 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. LEGAL DESCRIPTION PARCEL NO. / NEW PARTITIONS, DOORS, FINISHES. lt O.r Plan review approval is r •ir A,1 ovai of Construction i r' j. ' �' O� �a(3i`i Of any adopted Os approv�9+ Field Copy B subject to documents code and *, c 1►l;i errors and omissions. does not authorize or ordinance. Receipt ^'& '' Is acknowledged: LEGAL DESCRIPTION �SOF ITHEOSE OF THE SE OF THE SE OF SECTION 9 AND GOVERNMENT LOT 15 AND SW OF THE SW OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON PARCEL NUMBER 102304- 9078 -05 all bo QNS 0 changes shalt bra mate to the �f all without prior appr ©vat of Tukwila Building Division. S 2 �, city Of 11 a ll vt�fon, will re utr P "CT`: Re '^ q ' e a new plan submittal end ma inc Y Jude additional plan review fees, L� DIVISION STREET MAP D RAWING INDEX `DRAWING ISSUED X v o �.S > Duwar�lsh River e �,yrc �t ;f Hw , 99 .. „ DATE o '- r' N , r o i GENERAL X G.0.0 COVER SHEET / PROJECT INFORMATION X I G.0.1 PROJECT NOTES X'' G.0.2 SITE PLAN r G.0.3 CODE SUMMARY 1' 3. �i ' t i' ARCI- IIECTURAL / INTERIORS o % n_ 7 1 Q Q 124t' A.2A.0 KEY `PLAN X ( A.2A.1 DEMOLITION /CONSTRUCTION /RCP PLANS ( A.2A.2 STAIR & SIDEWALK CONSTRUCTION PLAN ,z / Q X , A.9.1 INTERIOR ELEVATIONS WALL SECTIONS X i A.9.2 GLAZING SECTIONS _ . c_/) `(' l A - 4 s M IL Q SEP � 2012§ DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - 1 ":60' A. DEFINITIONS: INTERGATE EAST ALL EXITS ARE EXISTING 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO 2. SIMILAR 0 S THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETETHE T HE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. " ALIGN r INDICATES ACCURATELY PROVIFINISH A STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL L DIMENSION AND SHAL L SET FOR LAYOUT OF PARTITIONS. B. DIMENSIONS; BUILDING 2 SUITE 125 • • • • , , ■i�mll I �t R►�n� ■IM■ ■MI l ���� k, .;� - '.i� `f{ it} � ,k d..t:' 1: vN iJ ,� B ,3z�tj "= y < ;;`'' a � �`t','{ia)'i J8 }4, 14C! bi,,,,,;pU JSt ai J',' fSt ie � � +Ge � ;N�?'wy , .t'z. �tLsyyK ai � �t } G<3 r,1J otA' t 1t �, r„ s r et A f� ra? k x �. a d � .s . � t : v ,t , 1 a , ^„ j .?ax ts; .#, S;h, . fi, . a'{';ur}., 4 , .rx 3 7..,.a kam: . . : 4n ,.w , . � t,a, s . ., a. } . . . i1 ?;, � J .rt s. , � hs , � ? r3 n ' �+f `� a" t )' :, . 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' , )`�,ie4,, 3 , 3 3 w„ ' .' ,,., . ?. � ' , t`. �} F *,�'. ? .§ ,i '?F4, .'�. : 's v Y r s"'y',fs . r. s , , " trt fl'- � 3 `l trK *`3ir , . 3 . r. , at 1.t" a t" $3:{:,,l , ��.5.S} " ✓,. � , Y,. �.. ", \ , ,, . , ?,^#,.5 ." ,a,fl k.,l4 e , ; . a:v . { J . .'� Yap ' n s • i s t �,", l; t:6. . r f . 'f' „'t ..' ,, ,4S. , �,i �k d' i�^,: p s ;r?;; ♦: z .. 3 : • �' i •��r... , ,, ✓.. ,'$ e,. .. ,' . ?t.ribt., t $rix �. :. fF ." 't 1 .;. ., O O I ED FOR CO COMPLIANCE . @? si ,..-,. APt; City of Tukwila BUILD ING livIRi SYMBOLS ELEVATION REFERENCE SYMBOL 1 INDICATES F INIS HE D 1 SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR L � A.06.XX SHEET NO. D SECTION REFERENCE SYMBOL DETAIL IDENTIFICATION DRAWING TITLE 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDE R • 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. SLAB, 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. TITLE GRAPHICAL SCALE ' � § t�� � :Qu �sJ 'Lr1# `J� t � � . � �r 3 3 , b �k J t }... a °.. �i>ti' �' r r , r 4} ws I � � kr ��� � � �� � fe' � � a , �k ��� s ` �fj '' "tr5��;ti¢�s'ttY+ r I '!i ■ �- - • 11 _ � ps: , , • o a• DTL FLOOR ELEVATION SYMBOLS SHT r n r n 92 -0 +1 -0 NOMINAL FLOOR DETAIL REFERENCE SYMBOL "P / ELEVATION HEIGHT (ABOVE /BELOW) DTL BUILDING SPACE / ROOM ID t ✓°�= , tA.;,i4 � `t,.�a g. ,.rri>'� i� k>. V :: t"A..: t e„ \$j k�,f,,?a`5kv%U. �fi s� a t .< ' ` °' gb - -.' trtEt ° ; a �� � i v 'Ynta'" `ate} n a xF �' ° M.Ii kr � 1, tk b s �u� { riff `° 4 y 3d. 4 � �A # s �' � � § � � � p �� S .t I _� E Y4 �'$Y >$ E d _ „� ,�� k�t� }tYrl . . t ib `'> ' ;,''N i,,#Yn ar < >fi 4�1 ? �i: - I - 1 • 1 r D � Q ■ � tt� - 6 � 1 }r ;"'��i�ai �'it�l a +r`�+r b�'�. • 6 w t yg e RECEIVED d f� CITY OF TI 1k`UItILA # � £ Y fi: - s , i+4 SHT -�- OFFICE SPACE NAME COLUMN AND /OR GRID LINE SYMBOL 1127 �- SPACE NUMBER DIMENSION LINE: DOOR ©, 20' O" SYMBOL 0 o �I��� �IIII� `i Pt � 3r k 4t APR 0 7 2.011 PERMIT CENT • EXIT - ' ' • • • • 11 i 0 DOCUMENT SHEET SYMBOL XO EJ • AREAS OF WORK --41- KEYED SHEET NOTES L ANGLE 0 1 © AT '. GLAZING SYMBOL CENTERLINE --**- REVISION NUMBER A Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500. Seattle . WA 96101 TEL: 206.587.7120 FAX:206. 567.7122 All reproduction & intellectual property rights reserved c 2010 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 EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET / I \ PERMIT REVISION 12/13/10 04/07/11 • Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 NEW MECH. /ELEC ROOM 3,271 S.F. OCC. LOAD: 300 S. F /OCC. =11 OCC BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 100 FEET TO DECISION NODE. THE PATH OF EMERGENCY EGRESS ' TRAVEL ILLUMINATION❑ LEVEL SHALL NOT BE LESS THAN AN AVERAGE OF (1) F00, CANDLE AT THE WALKING SURFACE. 772 S.F. OCC. LOAD: 100 S.F /OCC. =8 OCC. BREAK ROOM 224 S.F. OCC. LOAD: 15 S.F. /OCC. =15 1,062 S.F. OCC. LOAD: 300 S.F. /OCC. =4 OCC BASED ON SUBMITTAL UNDER 1997 UBC. DATA CENTER 10,556 S.F. ,CCC. LOAD — 300 S.F /OCC. = 36 OCC. BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. CONFERENCE ROOM 290 S.F. OCC. LOAD: 15 S.F /OCC. =20 OCC. SHARED OFFICE 417 S.F. OCC. LOAD: 100 S.F /OCC. =5 OCC. NEW DOOR, STAIR, AND CONCRETE LANDING REVISED UNDER PERMIT D10 -340. NEW CHAINLINK GATE WITH LOCKSET AND NEW CONCRETE WALK REVISED UNDER PERMIT D10 -340 CODE PLAN ■■ 1/16" =1' -0" CODE INFORMATION PROJECT ADDRESS: INTERGATE EAST — BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 PARCEL NUMBER: 102304 - 9078 -05 LEGAL DESCRIPTION: NE 1 OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON APPROXIMATE AREA OF CONSTRUCTION: 1 ,050 SQFT TOTAL APPROXIMATE SUITE AREA (SUITE 120): 22,069 SQFT SUITE AREA (SUITE 160): 26,669 SQFT TOTAL APPROXIMATE BUILDING FLOOR AREA: 107,489 SQFT OCCUPANCY TYPE: SUITE 120; 'B' (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE SUITE 160; 'F -1' (EXISTING) NUMBER OF EXITS REQUIRED: REQUIRED; PROVIDED (SUITE 120) (SUITE 160) COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED NFPA 13 CODE SHEET: SYMBOLS LEGEND 3EJFTE�E r r EXIT SIGNS MEANS OF EGRESS PATH SEP 2 ZOt2 Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design interiors 0 architecture 1326 Fifth Avenue Suite 500. Se the. WA 98101 TEL: 208.587.7120 FAX:208 587.7122 M reproduction & intellectual property rights reserved c 2010 KEY PLAN ■ ► NTS i 1 REVIEWED FOR ODE COMLIG \ +- -ft APR 2 n 2u l 1 City oi Tukwila 131101W:1 f1OII IfM IVED_ CITY REC OF ETI I LA APR 0 7 7011 PERMIT CENTER Professional seal 802 ISTERED CHITECT -TT DALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 �1\ PERMIT REVISION 04/07/11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 CODE SUMMARY Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.3 i / / / /� / / / / / /� / /� / / / /� /� /� / / /.i / /////////// �/// i/// iiiiiiiiiiiiiiiiiii�/////////// �iiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii /ii / / / // /� / /ii ii iiiiiiiiiiiiiiiiiiiii /���iiiiiiiiiiiii�i/ /iii �h 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B.0 A.2A.1 1 1 1 MIM n C KEY PLAN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design ( interiors O architecture 1326 Fifth Avenue Suite 500. Sc the . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 SEP 2§ 2012 nIiWED FOR CODE COMU AC \ rl iC �Q , �I T a • t APR 2n2b)1 Ciiy & Tukwila UII_ ukrnlInQir s ED_ CITY RE OCEIVF TI I LA APR n 7 7011 PERMIT CENTER Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET / \ PERMIT REVISION 12/13/10 04/07/11 Drawn by: MK Reviewed by: RM Project No: 10.SB 1 3.0 1 KEY PLAN Original drawing is 24" x ,36�aJe�e oi 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design ( interiors O architecture 1326 Fifth Avenue Suite 500. Sc the . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 SEP 2§ 2012 nIiWED FOR CODE COMU AC \ rl iC �Q , �I T a • t APR 2n2b)1 Ciiy & Tukwila UII_ ukrnlInQir s ED_ CITY RE OCEIVF TI I LA APR n 7 7011 PERMIT CENTER Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET / \ PERMIT REVISION 12/13/10 04/07/11 Drawn by: MK Reviewed by: RM Project No: 10.SB 1 3.0 1 KEY PLAN Original drawing is 24" x ,36�aJe�e • le 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design ( interiors O architecture 1326 Fifth Avenue Suite 500. Sc the . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 SEP 2§ 2012 nIiWED FOR CODE COMU AC \ rl iC �Q , �I T a • t APR 2n2b)1 Ciiy & Tukwila UII_ ukrnlInQir s ED_ CITY RE OCEIVF TI I LA APR n 7 7011 PERMIT CENTER Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET / \ PERMIT REVISION 12/13/10 04/07/11 Drawn by: MK Reviewed by: RM Project No: 10.SB 1 3.0 1 KEY PLAN Original drawing is 24" x ,36�aJe�e UP al■w■■■ AREA OF WORK AREA OF WORK AREA OF WORK MMMIMMMIEMMM AREA OF WORK AREA OF WORK - =1 AREA OF WORK ■■ ■■■■ ■■s 1 ■ ■ ■ ■ 1 m i 1 ■ 1 1 ■ ■ 1 1 ■ ■ ■ 1 ■ 1 ■ ■ ■ ■ Ills ■. ® ® ■■■III a 1 F ■ MM n DEMOLITION PLAN 0 8' 16' 24' 1/8" = 1'— 0" CONSTRUCTION PLAN 1► 0 16' 24' 1/8" = 1'— 0" r 1 1 —1 1 1 ••• REFLECTED CEILING PLAN 0 8' 16' 24' 1/8 " =1'_0" Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle . WA 88101 TEL: 206.587.7120 FAX206. 587.7122 All reproduction & intellectual property rights reserved c 2010 1o3L10 1 REU wl Ep !CODE COMPLIANCE ROVED APR 2 n 2011 City Tukwila Ci of T 'la BIJILDINr SYMBOL LEGEND KEYED SHEET NOTES KEYED SHEET NOTES CEILING LEGEND - LIGHTING 0 REMOVE EXISTING WALL TO RECITE. O REMOVE EXISTING PANELING - PATCH & REPAIR WALL AS REQUIRED. ADD 5/8" GWB IF REQUIRED. O EXISTING FIRE ALARM PANEL TO BE RELOCATED. O EXISTING WALL HEATER UNIT TO REMAIN. 5 EXISTING COMPANY LOGO TO BE REMOVED AND RELOCATED PER CONSTRUCTION PLAN. . EXISTING FIRE EXTINGUISHERS TO BE RELOCATED. 7O EXISTING LIGHT SWITCH TO BE RELOCATED. 8O EXISTING CASEWORK TO BE REMOVED. 9 ; EXISTING FIRE STROBE TO BE RELOCATED PER CONSTRUCTION PLAN. 10 EXISTING LIGHT SWITCH TO BE RELOCATED PER CONSTRUCTION PLAN. 11 RELOCATED FIRE EXTINGUISHER MOUNT AT SAME EXISTING LOCATION HEIGHT. 0 MOVE EXISTING POWER & DATA OUTLETS DOWN TO STANDARD HEIGHT. PATCH AND REPAIR WALL AS REQUIRED. 13 PROVIDE NEW CARPET TILE OVER RAISED FLOOR TILES. 14 NEW BUILDING STANDARD 3' -0" x7' -0" DOOR AND FRAME WITH BUILDING STANDARD LATCHSET HARDWARE. INFILL REMAINING OPENING WITH WALL FRAMING AND GWB TO MATCH EXISTING WALL THICKNESS. • NEW POWER /DATA FLOOR BOX. COORDIANTE EXACT LOCATION WITH TENANT. • NEW FIRE STROBE LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. • NEW FIRE ALARM PANEL LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. • PROVIDE NEW OUTLET FOR TENANT PROVIDED REFRIGERATOR. 19 PROVIDE BUILDING STANDARD 3' -0" x7' -0" DOOR AND FRAME, WITH BUILDING STANDARD LATCHSET. 0 RELOCATED 3' -01h x 6' -0 "w COMPANY LOGO SIGNAGE. MOUNT BOTTOM AT 51° A.F.F. CENTERED ON WALL HORIZONTALLY. ' PROVIDE WATERLINE FOR TENANT PROVIDED COFFEE MACHINE TO BE MOUNTED ON COUNTER. COORDINATE REQUIREMENTS WITH TENANT. © PROVIDE ADA DISHWASHER. • NEW WINDOW SYSTEM INSTALLED ON TOP OF EXISTING RECEPTION DESK. RE- INFORCE RECEPTION DESK DIRECTLY BELOW WINDOW SYSTEM TO PROVIDE SOLID BLOCKING TO FLOOR. Q NOT USED. • RELOCATED LIGHT SWITCH FOR CORRIDOR LIGHTING. • REMOVE E)ISTING TRACK LIGHTING. PATCH AND REPAIR GWB CEILING AS REQUIRED. • PROVIDE GWB SOFFIT ADDITION WHERE EXISTING WALL IS REMOVED. TO MATCH EXISTING SOFFIT HEIGHT. Q8 PROVIDE NEW LIGHT SWITCH AND RECIRCUIT LIGHTS WHEN ROOM TO BE ON THIS NEW SWITCH. • RELOCATED LIGHT SWITCH FOR LOBBY AREA LIGHTING. 0 MODIFY, PATCH AND REPAIR EXISTING CEIUNG GRID/TILE AS REQUIRED FOR INSTALLATION OF NEW FULL HEIGHT 1 -11R RATED PARTITION. _ EXISTING 1' X 4' DIRECT /INDIRECT LIGHT FIXTURE. f f EXISTING CONSTRUCTION TO REMAIN E NEW INSULATED INTERIO t i1 HR-ROTEB-'ARTITION CONSTRUCTION -REFER TO J /A.9.1 ®E EXISTING DOWNLIGHTS OR WALLWASHER -- .- - - - - -- NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION OR RELOCATED WALL WASHER. NEW INSULATED NON RATED CONSTRUCTION TO CEIUNG ABOVE -REFER TO K /A.9.1 PARTIAL HEIGHT GLAZING SYSTEM g o I 0 11 ' DEMO LIGHTS r V1 EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. R RELOCATED 2' X 2' FLUORESCENT FIXTURE. 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Summary y LTG — SU M GENERAL CONSTRUCTION NOTES • CONTRACTOR TO VERIFY BOTH N PARTmON AND EXISTING PARTITION USE SAME SIZING TO PROVIDE CONTINUOUS FLUSH SURFACE, BOTH : _4. � � 1 , SEP 2 R 2012 !� zoos 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, &DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE— RETARDENT TREATED WOOD. Project Info j Pro� Project Address: CORELINK Date 12/13/10 3311 S. 120TH PLACE For Building Department Use TUKWILA, WA 98168 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 AFIH AVENUE, X500, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Project Description ❑ saiw ❑ Addition ®Atteretiorl Compliance Option ❑ Prescriptive ad Lighting Power Allowance ❑ Systems Analysis ( utaiflcation cwt (over). InaKwte Proscriptive & LPA clearly on per) ❑ No changes ore being ,,,sae to the righting ad Less than 60% of the fixtures are new and installed lighting wattage is not being increased RECEIVE CITY OF TUKWILA APR 0 7 2011 PERMIT CENTER Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET / I \ PERMIT REVISION 12/13/10 04/07/11 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM DEMOLITION PLAN CONSTRUCTION PLAN REFLECTED CEILING PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 /////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// 3' -0" 6' -7" CONSTRUCTION PLAN 0 WO STEEL PIPE HANDRAIL PRE — MANUFACTURED STEEL STAIR AND LANDING SYSTEM. LANDING, STAIRTREADS AND RISERS TO BE DIAMOND PLATE STEEL OR STEEL GRATING WITH LESS THAN I. OPENING 4' 8' 12' EXISTING MECHANICAL PIPING STAIR SECTION Jr- 1/4" = 1'— 1J 3/4" PLYWOOD PLATFORM WITH ROPPE RUBBER STAIR TREADS AND TILES, BOTH TOP AND SIDES, AND USING ROPPE LANDING TRIM AT EDGES AS REQUIRED r 1 "o STEEL PIPE HANDRAIL 12" MIN. 11" 0 EXIST NG RAISED rFLOOR SYSTEM INFILL EXISTING WALL WHERE EXISTING DOOR WAS RAISED WITH STEEL FRAMING FRAMING TO MATCH EXISTING WALL DEPTH 1/2 " =1' -0" KEYED SHEET NOTES 0000000 LANDING PLATFORM. EXISTING DOOR & FRAME TO BE RAISED 9" — MODIFY WALL CONSTRUCTION AS REQUIRED. EXISTING MECHANICAL PIPING — VERIFY EXACT LOCATION. NEW INSULATED 3' -0"X 7-0" H.M. DOOR AND FRAME ASSEMBLY MAXIMUM U— FACTOR U- 0.600. VERIFY EXACT LOCATION OF CAPPED CONDUIT. NEW CHAIN LINK GATE WITH LEVER STYLE LOCKING DEVICE. NEW CONCRETE SIDEWALK PER DETAIL J /A.2A.2 COORDINATE RELOCATION OF EXISTING LANDSCAPING WITH LANDLORD. EXISTING SIDEWALK. RELOCATE EXISTING UNISTRUT SUPPORTS AT 6" AS REQUIRED TO CONSTRUCT NEW STAIR. GENERAL CONSTRUCTION NOTES 1. 2. 3. 4. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE — RETARDENT TREATED WOOD. 0 SIM. (0 LANDING) 1 : 1 TEE I#M1 IUI►lllu■■ BM ri M#�I! 1111 I/Ir ii 4I III■ ' X24110 1 .11 ■ #■ ■ i ■■■ ■■11i■# ■# ■■ IUUIIIIIII•UCIUU EBIEBREEEEREMIll 0 O 'Wow- (k) CONSTRUCTION PLAN LJ�L 4' -3" NEW INSULATED 3'- 0"X7' -0" H.M. DOOR AND FRAME —TO BE CUT INTO EXISTING CONC. WALL PRE — MANUFACTURED STEEL STAIR AND LANDIND SYSTEM. LANDING, STAIRS, TREADS AND RISERS TO BE STEEL GRATING WITH LESS THAN 3" OPENING 13 "0 STEEL PIPE HANDRAIL 7' MIN. MIN. 8' 12' f 11 "A TYP. 0 — EXISTING MECHANICAL PIPING 7' 1 P. * IF LANDING DIMENSION EXCEEDS 30" ABOVE GRADE THEN GUARDRAILS MUST MEET REQUIREMENTS FOR OPENING LIMITATIONS OF LESS THAN 4" AND THE GUARDRAIL MUST BE 42" MIN. STAIR SECTION NEW CONCRETE LANDING PAD 3" MIN. DEPTH —SLOPE 1:48 MAX. DUMMY JOINT 0 20' O.C. X6'' X 14" PREMOLDED CONT. MASTIC JOINT STRIP (SAWCUT JOINT 0 CONTRACTORS OPTION) 4X4 WI. X WL4 WWM ® CENTER — 1/2" = 1'— —4" MIN. CONC. SIDEWALK 4" MIN. %" MINUS CRUSHED ROCK PRE — EMERENCE HERBICIDE (APPROX. 8 LBS / 2500 SQFT) NOTE: 1. MIN. CONCRETE 3000 P.S.I. (512 SACK) 2. PLACE TOOL JOINTS 0 5' O.C. 3. MATCH EXISTING SIDEWALK FINISH 4. SIDEWALK TO MATCH GRADE OF EXISTING SIDEWALK WHERE THEY ABUT. SIDEWALK DETAIL 1 "_ 1'— 0" 1/4" = 1'— 0" L01 limo STEEL PIPE HANDRAIL EXISTING MECHANICAL PIPING -0 0 0 CONSTRUCTION PLAN 0 4' 1 "o STEEL PIPE HANDRAIL REFER TO DETAIL D /A.2A.2 FOR LANDING CONSTRUCTION 0 — EXISTING CONC. SLAB STAIR SECTION EXISTING CONC. WALL REFER TO STRUCTURAL DETAILS K &L /A.2A.2 FOR REINFORCEMENT AT NEW DOOR OPENING TO BE CUT INTO EXISTING CONC. WALL EXISTING FOUNDATION STRUCTURAL DETAIL 1/2" = 1'— 0" 8' 12' 1/4" = 1'— DOOR JAMB DETAIL ex CAULK (TYP.) EXISITNG CONCRETE WALL PANEL METAL DRIP EDGE HEAD CONDFON ONLY NEW H.M. DOOR AND FRAME NTS STRUCTURAL DETAIL 3" = 1'— 0" ii REVIEWED FOR CODE COMPLiANC'E AP "ROVED APR 2n 2i11 City of Tukwila BUILDIN( nlviQlr ' RECEIVED CITY OF TI IKWILA APR 07 2011 PERMIT CENTER NTS Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1328 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX :208. 587.7122 All reproduction & intellectual property rights reserved c 2010 IR SEP =. 2012 D Professional seal 8021 i �TERED HITECT RANDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 PERMIT REVISION 04/07/11 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM STAIR & SIDEWALK CONSTRUCTION PLAN Original drawing is 24" x a - e. NEW NARROW PROFILE DARK METAL WINDOW FRAME SYSTEM TO MATCH EXISTING FRAME FINISH EXISTING RECEPTION DESK EQ. (a) EQ. (a) EQ. (b) EQ. (b) EQ. (c) EQ. _(c) C1/4" GLAZING TYP. RECEPTION GLAZING ELEVATION 3/8" = 1'— SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC DFT DEFLECTION TRACK O CEILING AS SCHEDULED (MODIFY AS REQUIRED) INSULATION WHERE NOTED 0 WALL TYPE: JOINT COMPOUND BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT O FIRE RATED SEALANT CONCRETE SLAB 0 CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. (33 MILS) CORROSION - PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24" OC. MAX. CHANNEL SHAPED, CORROSION - PROTECTED STEEL, .MIN WIDTH 2 -1/2" 20GA (33 MILS), MIN 1 -1/4" FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 12' -10" MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1 -1/2 ". GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI - LAYERED SYSTEMS) STAGGERED A MIN OF 12 ". PROVIDE ONE LAYER TYPE'X' 5/8" THICK PER SIDE. O TYPE S OR S -12 116 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8" PANELS OR 1 -1/4" LONG FOR 3/4" THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. EXISTING GWB CEILING SOFFIT AND FRAMING 1 yAct1rvAtrThD FLOOR TO 0" 4" 8" 12" CONTRACTOR TO VERIFY EXISTING DECK HEIGHT AND ADJUST STUD SIZE AS REQUIRED. PROVIDE: 3 -5/8" 20GA (33 MILS), MIN 1 -1/4" FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 16' -5" 3 -5/8" 20GA (33 MILS), MIN 1 -1/4" FLANGES AND 1/4" RETURN, SPACED 24" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 14' -9" DECK PARTITION r = r —o° OPEN PASS -THRU ATTACH NEW PARTITION TOP TRACK TO EXISTING GWB FRAMING 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 UON ON PLANS 2 1/2" X 25 GA (18 MILS) METAL STUDS 0 24" OC, TO 10' -7" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ 116 SCREWS 0 12" O.C. MAX. - POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NON —RATED FLOOR TO CEILING PARTITION 3" = 1' -0' 0" 4" 8" 12" 2'-10" CASEWORK ELEVATION sEP 2 5 2012 3/8" = 1'— 0" 0 O O 0 O O O 0 LINE OF CEILING 0 0 O O PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR ADJ. SHELVES W/ MELAMINE FINISH EXPI'ED 2'- 6" MAX. le SEP 25 2012 PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE N tzt v. 0 N N PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED - REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. 0 PLUMBING BOOT AS REQ'D BASE AS PER SCHEDULE. TURN INSIDE ® CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. ADA SINK SECTION LINE OF CABINET (BEYOND) 1-1/2"=r-0" EQ. EQ. N N ADA COMPLIANT SINK & FAUCET 0 N 3' -0" CLR FOR REF N= CASEWORK ELEVATION P LAM UPPER CABINET WITH TWO ADJUSTABLE SHELVES P LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 3/8" = 1'— 0" 1' -2" .\ \\ EQ. \\ EQ. O O O 0 O O O O / \ 0 0 O 0 0 0 - 0 = 0 1 ro P -LAM UPPER CABINET WITH TWO ADJUSTABLE SHELVES / Ile 0 0 0 0 P -LAM COUNTERTOP WITH 4" BACKSPLASH \ `� cN _ \ / \ / \/ N / \ \ I / \� ® 27 o IN P LAM LOWER CABINETS AND DRAWER D WITH BLE SHELF ill 1 N ,I1 , / . CASEWORK ELEVATION sEP 2 5 2012 3/8" = 1'— 0" 0 O O 0 O O O 0 LINE OF CEILING 0 0 O O PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR ADJ. SHELVES W/ MELAMINE FINISH EXPI'ED 2'- 6" MAX. le SEP 25 2012 PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE N tzt v. 0 N N PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED - REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. 0 PLUMBING BOOT AS REQ'D BASE AS PER SCHEDULE. TURN INSIDE ® CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. ADA SINK SECTION LINE OF CABINET (BEYOND) 1-1/2"=r-0" EQ. EQ. N N ADA COMPLIANT SINK & FAUCET 0 N 3' -0" CLR FOR REF N= CASEWORK ELEVATION P LAM UPPER CABINET WITH TWO ADJUSTABLE SHELVES P LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 3/8" = 1'— 0" 1' -2" 2' -1" LINE OF CEILING AS SPECIFIED PLASTIC LAMINATE DOORS MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. M PROVIDE P -LAM BACK SPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTER TOP W/ PLASTIC LAMINATE PER FINISH SCHEDULE k ,C REVIEWED FOR COMPLIANCE CODE COMPLIANC APPROVED APR 2n U1 e CityofTukwila N BUILDING fn1tgno ADJ. SHELVES W/ MELAMINE FINISH BASE PER SCHED. FINISH FLOOR LINE CASWORK SECTION RECEIV CITY OF TI I LA APR 0 7 ri(111 PERMIT QENTER 1- 1/2 =1 -0 Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design' interiors ® architecture 1326 Rfth Avenue Suite 500. Seattle. WA 98101 TEL: 206.5873120 FAX:206, 6877122. All reproduction & intellectual property rights reserved c 2010 Professional seal Adille°' 802 vr.r ISTERED ARCHITECT -. tee-ALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET / l \ PERMIT REVISION 12/13/10 04/07/11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 INTERIOR ELEVATION/ WALL SECTIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 .\ \\ EQ. \\ EQ. O O O 0 O O O O 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 1I 2' -1" LINE OF CEILING AS SPECIFIED PLASTIC LAMINATE DOORS MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. M PROVIDE P -LAM BACK SPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTER TOP W/ PLASTIC LAMINATE PER FINISH SCHEDULE k ,C REVIEWED FOR COMPLIANCE CODE COMPLIANC APPROVED APR 2n U1 e CityofTukwila N BUILDING fn1tgno ADJ. SHELVES W/ MELAMINE FINISH BASE PER SCHED. FINISH FLOOR LINE CASWORK SECTION RECEIV CITY OF TI I LA APR 0 7 ri(111 PERMIT QENTER 1- 1/2 =1 -0 Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design' interiors ® architecture 1326 Rfth Avenue Suite 500. Seattle. WA 98101 TEL: 206.5873120 FAX:206, 6877122. All reproduction & intellectual property rights reserved c 2010 Professional seal Adille°' 802 vr.r ISTERED ARCHITECT -. tee-ALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET / l \ PERMIT REVISION 12/13/10 04/07/11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 INTERIOR ELEVATION/ WALL SECTIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 COUNTER HT. TO BE VERIFIED GLAZING SECTION EXIST. SOFFIT NARROW PROFILE ALUMINUM FRAME SYSTEM - ATTACH TO TOP OF FRAME TO EXISTING SOFFIT FRAMING THROUGH GWB F.T. CONTINUOUS BLOCKING TOP TRACK BOTTOM TRACK EXIST. RECEPTION DESK COUNTER I� :I TOP TRACK 3 PROVIDE 2" 20 GA. FRAMING FROM FLOOR TO UNDERSIDE OF GLASS FRAMING 5/8" P —LAM OR GWB BOTTOM TRACK , -1/2" = ,, -0„ K' EXIST. SOFFIT NARROW PROFILE ALUMINUM FRAME SYSTEM — ATTACH TO TOP OF FRAME TO EXISTING SOFFIT FRAMING THROUGH GW COUNTER HT. TO BE VERIFIED GLAZING SECTION TOP TRACK F.T. CONTINUOUS BLOCKING PROVIDE 2" 20 GA. FRAMING FROM FLOOR TO UNDERSIDE OF GLASS FRAMING 5/8" P —LAM OR GWB BOTTOM TRACK 1 —, /2" = V-0" NOTE: ALL EPDXY ANCHORS TO BE THREADED RODS DRILLED & EPDXIED WITH HILTI —RE500 SD OR SIMPSON SET XP ADHESIVE �REVIEWED FOR CODE COMPLIANC E PROVED APR 2n r '1 (/ SEP 2,, 2012 EXIST. MEZZ FLOOR ABOVE EXIST. C8— L'S4x4x3 /8x4 "EACH SIDE. H.S.S. W/ 5/8 "0 ANCHORS (EMBEDDED 4") TYP. H.S.S. 6 X 6 X 3/16" STRONGBACK HOLD MAX 1/2" FROM WALL EXIST. PANEL JOINT 6 x 6 x H.S.S. ONE SIDE —HOLD 1/2" MAX. FROM WALL 1/2" x 7" W/ (2) 5/8 "0 EPDXY ANCHOR PLACED ON EDGE OF It OPPOSITE WALL (EMBEDDED 4") EXIST. RAISED FLOOR REMOVE EXISTING FURRING AS REQUIRED TO INSTALL DOOR AND STRONGBACK AND PATCH AND REPAIR AS REQUIRED. COVER STRONGBACK WITH FURRING IF IT MATCHES FURR DEPTH OF COVER WITH GLUE APPLIED GWB TO PROVIDE BOX OUT. REPLACE GWB FURRING TO EDGE OF DOOR FRAME MODIFIED EXISTING RAISED FLOOR AS REQUIRED TO INSTALL STRONG BACK F_ EXIST. SLAB (MIN.) PER A.2A.1 STRONGBACK DETAIL DOOR OPENING DETAIL CEIVED_ CITY RE OF TU LA APR 07 Mi 1 PERMIT CENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design interiors ® architecture 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206,587.7120 FAx:208. 587,7122. All reproduction & intellectual property rights reserved c 2010 3'10 Professional seal i 802 "GSTERED /,:.I HITECT DALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET / PERMIT REVISION 12/13/10 04/07/11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 GLAZING SECTIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ AFF ALT ALUM APC - APPROX - ARCH - ACT 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 FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF 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 - 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 -TOP OF TOS - TOP OF SLAB Typ - TYPICAL UON - UNLESS OTHERWISE NOTED UPS - UNINTERRUPTED POWER SUPPLY VCT - VINYL COMPOSITION TILE VIF W/ - VERIFY IN FIELD - WITH WC - WATER CLOSET WD - WOOD W/0 - WITHOUT REVISIONS No changes shall be made to the scope of v1! :rk without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal a:id may include additional plan reviev.t fees. 1. PROJECT ADDRESS: CORELINK INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2009 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2009 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VN FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: 'F -1' (EXISTING) WITH ACCESSORY USED TO SUPPORT 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 1,050 SQFT TOTAL APPROXIMATE SUITE AREA: 22,069 SQFT TOTAL APPROXIMATE FLOOR AREA: 107,489 SQFT OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: NUMBER OF EXITS REQUIRED: 2 REQUIRED; 2 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 75' 6. PROJECT CESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, FINISHES. MAIN USE { REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2010 BUILDING IVISION TENANT: Corelink Intergate East - Building 2 Suite 125 3311 South 120th Tukwila, WA 98168 Tel: 720 - 480 -5639 ATTN: Loren Zweig ARCHITECT /DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: Randy Morgan BUILDING MANAGER: SABEY 12201 TUKWILA INTERNATIONAL BLVD. SUITE 400 SEATTLE, WA 98168 TEL: 206.281.8700 FAX: 206.281.0920 ATTN: SANDRA SUSKIC 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. LEGAL DESCRIPTION / PARCEL N0. LEGAL DESCRIPTION NE I OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, . KING COUNTY WASHINGTON PARCEL NUMBER 102304 - 9078 -05 FILE C Permit N©.. Oto Plan review approval is sub Approval of construction the violation of any ad of approved Field STREET MAP DRAWING INDEX \ DRAWING ISSUED L.1 0 0 N rrors and omie does not aut e or ordinance. R is acknowle By � w D C Of llskwila BUILDING DIVISION X X GENERAL signs, prize 9ceipt dged: 1 G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES G.0.2 SITE PLAN X ARCHITECTURAL / INTERIORS A.2A.1 DEMOLITION /CONSTRUCTION / RCP PLANS X X A.9.1 INTERIOR ELEVATIONS / WALL SECTIONS A.9.2 GLAZING SECTIONS SEP 2 5 2012 DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE 1 ":60' SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID SHEET NO. D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL DTL SHT COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: 20' 0 L ANGLE © AT CENTERLINE O INDICATES FINISHED SURFACES TO ALIGN DRAWING TITLE BAR DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS 92' -0" +1' -0" NOMINAL FLOOR ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE SPACE NAME --e- SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL KEYED SHEET NOTES -+�- GLAZING SYMBOL ---- REVISION NUMBER 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. • INTERGATE EAST BUILDING 2 SUITE 125 ALL EXITS ARE EXISTING AREAS OF WORK 0 3y SEPARATE PERMIT F EQUiRED FOR: Mechanical Electrical Plumbing Gas Piping Gity of Tukwila ' ?'LG !DIVISION RECEIVE? DEC 13 2010 PERMIT CENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500 . Scuttle . WA 98101 111.: 206.587.7120 FAX:206. 567.7122 All reproduction & intellectual property rights reserved c 2010 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 EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION 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 WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DMSION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL - PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE 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 LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 13. THE FOLLOWING UL LISTING ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX -S -A -6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. DMSION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC 2009 SECTION 703.6. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -0 ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL 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. 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN PROVIDE APPROVED 1. FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH SURFACES AND PAINT OR APPROVED MINIMUM EQUAL OODE�� D FOR NUMBER DF PAINT COLORS AS INDICATED IN DRAWINGS. P�I_ APPROVE 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. C6„�46L ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND T INTERRUPTED CIRCUIT. Qf WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE 1RANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, DEC 2 7 2u-U "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. ` it Tukwila . PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE ARCHI 8UILDING DIVIRMUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) g, COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. INSTALLATION OF TENANT'S NEW FURNITURE. 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. 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 ZONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS 12500 WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND 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 INDICAT 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV - MECHANICAL 15400 - PLUMBING SEP 2§ Z012 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR 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. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 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. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. 6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 8. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 9. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL RE- CIRCUIT AND RE- SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 14. EXIT SIGNS SHALL HAVE UL #924. ACCESS PATHWAY LIGHTING AS DIRECTED RECEIVED DEC 13 2010 PERMIT CEMTFR Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1325 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587,7122 All reproduction & intellectual property rights reserved c 2010 t:O Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM PROJECT NOTES Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 N 3311 S. 120TH PL. BUILDING 2 107,489 S.F. V —N SPRINKLERED rttVitwID FOR CODE COMPLIANCE A oonMVED r c.1 ;�►i1i AREA OF WORK ■ — REVIEWED FOR CODECOMPLIANCE APPPnVED DEC 2 7 2010 City of Tukwilu BUILDING flPVIRI(w C YC ca. ‹NQ Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.567.7120 FA %266.507.7122 All reproduction & intellectual property rights reserved c 2010 P\04-3L-10 J E pi Etso SEP 42012 11 ■ 0 0 0 O x 0 S • r.� • r L G • rEL,t._,. ii, 1 u J.1 TR STP P(UG) SITE PLAN -NOT A LEGAL SURVEY ■■ 1/8" 1,- 0" 0 16' 24' RECEIVED DEC 13 2010 PERMIT CENTER Professional seal RANDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 Drawn by: MK Project No: 10.SB13.01 Reviewed by: RM SITE PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 BED NH li1''9 0 C 0 X AREA OF WORK sup 11� AREA OF WORK ICI IT I RD I f,,• 'iou a�,ll WI DEMOLITION PLAN n 0 8' 16' 24' J 1/8" = 1'— 0" 0 AREA OF WORK 11 Idllwl NRIIII Ill�lw, I'I mm CE CONSTRUCTION PLAN 0 8' 16' Il EIS 24' 1/8" = 1'— 0" f LL UP 0 E 0 L. 0 UP SEP 2 2012 C 1 m AREA OF WORK AREA OF WORK R 0 • E® -r m m I0 O 1 1 a O 1 UP r 9 REFLECTED CEILING PLAN 0 16' 24' 1/8" = 1'— 0" Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors i architecture 1326 FilUh Avenue Suitt 500. Stank . WA 98101 TEL: 206.587.7120 FAR:206. 557,7122 All reproduction & intellectual property rights reserved c 2010 REVIEWED FOR — CODE COMPLIANCE APPR)VED DEC 2 7 21i1U City of Tukwila BUILDING DIVISION 12\oz-tr° SYMBOL LEGEND KEYED SHEET NOTES KEYED SHEET NOTES CEILING LEGEND - LIGHTING _ O 1 REMOVE EXISTING WALL TO RELITE. O2 • REMOVE EXISTING PANELING - PATCH & REPAIR WALL AS REQUIRED. ADD 5/8" GWB IF REQUIRED. % EXISTING FIRE ALARM PANEL TO BE RELOCATED. O EXISTING WALL HEATER UNIT TO REMAIN. O EXISTING COMPANY LOGO TO BE REMOVED AND RELOCATED PER CONSTRUCTION PLAN. O EXISTING FIRE EXTINGUISHERS TO BE RELOCATED. .0 EXISTING LIGHT SWITCH TO BE RELOCATED. 8O EXISTING CASEWORK TO BE REMOVED. O EXISTING FIRE STROBE TO BE RELOCATED PER CONSTRUCTION PLAN. 10 EXISTING LIGHT SWITCH TO BE RELOCATED PER CONSTRUCTION PLAN. 11 RELOCATED FIRE EXTINGUISHER MOUNT AT SAME EXISTING LOCATION HEIGHT. 12 MOVE EXISTING POWER & DATA OUTLETS DOWN TO STANDARD HEIGHT. PATCH AND REPAIR WALL AS REQUIRED. 13 PROVIDE NEW CARPET TILE OVER RAISED FLOOR TILES. 14 NEW BUILDING STANDARD 3' -0" x7' -0" DOOR AND FRAME WITH BUILDING STANDARD LATCHSET HARDWARE. INFILL REMAINING OPENING WITH WALL FRAMING AND GWB TO MATCH EXISTING WALL THICKNESS. 15 NEW POWER /DATA FLOOR BOX. COORDIANTE EXACT LOCATION WITH TENANT. 16 NEW FIRE STROBE LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. 17 NEW FIRE ALARM PANEL LOCATION - VERIFY WITH LOCAL JURISDICTION AND DESIGN /BUILD FIRE ALARM CONTRACTOR THAT THIS IS AN ACCEPTABLE LOCATION. 18 PROVIDE NEW OUTLET FOR TENANT PROVIDED REFRIGERATOR. 19 PROVIDE BUILDING STANDARD 3' -O" x7' -0" DOOR AND FRAME, WITH BUILDING STANDARD LATCHSET. • RELOCATED 3' -0 "h x 6' -0 "w COMPANY LOGO SIGNAGE. MOUNT BOTTOM AT 51" A.F.F. CENTERED ON WALL HORIZONTALLY. • PROVIDE WATERLINE FOR TENANT PROVIDED COFFEE MACHINE TO BE MOUNTED ON COUNTER. COORDINATE REQUIREMENTS WITH TENANT. © PROVIDE ADA DISHWASHER. • NEW WINDOW SYSTEM INSTALLED ON TOP OF EXISTING RECEPTION DESK. RE- INFORCE RECEPTION DESK DIRECTLY BELOW WINDOW SYSTEM TO PROVIDE SOLID BLOCKING TO FLOOR. • NOT USED. • RELOCATED LIGHT SWITCH FOR CORRIDOR LIGHTING. • REMOVE EXSTING TRACK LIGHTING. PATCH AND REPAIR GWB CEILING AS REQUIRED. • PROVIDE GWB SOFFIT ADDITION WHERE EXISTING WALL IS REMOVED. TO MATCH EXISTING SOFFIT HEIGHT. PROVIDE NEW LIGHT SWITCH AND RECIRCUIT LIGHTS WHEN ROOM TO BE ON THIS NEW SWITCH. • RELOCATED LIGHT SWITCH FOR LOBBY AREA LIGHTING. . MODIFY, PATCH AND REPAIR EXISTING CEILING GRID/TILE AS REQUIRED FOR INSTALLATION OF NEW FULL HEIGHT 1 -HR RATED PARTITION. 31 CONTRACTOR TO VERIFY BOTH NEW 1 -HR PARTITION AND NON RATED PARTITION USE SAME SIZING TO PROVIDE CONTINUOUS FLUSH SURFACE, BOTH FACES OF PARTITIONS. EXISTING 1' X 4' DIRECT /INDIRECT LIGHT FIXTURE. f f EXISTING CONSTRUCTION TO REMAIN E �■�� NEW INSULATED INTERIOR 1 HR RATED PARTITION CONSTRUCTION -REFER TO J /A.9.1 E EXISTING DOWNLIGHTS OR WALLWASHER ___-.-- ❖: ❖.x. NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION �R C9 RELOCATED WALL WASHER. NEW INSULATED NON RATED CONSTRUCTION TO CEILING ABOVE -REFER TO K /A.9.1 PARTIAL HEIGHT GLAZING SYSTEM �� DEMO LIGHTS 0 o a o r 7 V J EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. 15' R RELOCATED 2' X 2' FLUORESCENT FIXTURE. 2006 Washington State Nonresidential Energy Code Compliance Form L I h t i n S u m m a r LTG - SU M g g Y GENERAL CONSTRUCTION N 0 T E S 2006 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE - RETARDENT TREATED WOOD. Project Info Project Address: CORELINK Date 12/13/10 331 1 S. 120TH PLACE For Building Department Use TUKWILA, WA 98168 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, X500, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Project Description ) p ❑New Building ❑ Addition ®AReretion Compliance Option ❑ Prescriptive ® Ughting Power Allowance ❑ Systems Analysis (see Qualification Checklist (over). Indicate Prescriptive do IPA spaces cleory on plans.) ❑ No changes are being made to the lighting Iz Less than 60% of the fixtures are new and installed righting wattage is not being increased RECEIVED DEC 13 2010 ERI4lIIT ANTI seal " r' EGISTERED / RCHITECT i ,ALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 DEMOLITION PLAN CONSTRUCTION PLAN REFLECTED CEILING PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 NEW NARROW PROFILE DARK METAL WINDOW FRAME SYSTEM TO MATCH EXISTING FRAME FINISH EXISTING RECEPTION DESK EQ. (a) EQ.�,�,r� EQ. EQ. XX EQ. (a) -I-I (b) �r _ (b) I I (c) EQ. (c) RECEPTION GLAZING ELEVATION Wilill CEILING AS SCHEDULED (MODIFY AS REQUIRED) 111011111 1 1 111011114 BOTTOM OF STRUC FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING 2 OR FIRE DAMPERS AS NECESSARY. NO VERTICAL PENETRATIONS OCCUR IN NEW CONSTRUCTION SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC DFT DEFLECTION TRACK O INSULATION WHERE NOTED 0 WALL TYPE: O O JOINT COMPOUND BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT O FIRE RATED SEALANT - CONCRETE SLAB RATING NO.: UL U419 RATING NO.: UL U419 CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. (33 MILS) CORROSION — PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24" OC. MAX. CHANNEL SHAPED, CORROSION — PROTECTED STEEL, MIN WIDTH 2 -1/2" 20GA (33 MILS), MIN 1 -1/4" FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 12' -10" O MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1 -1/2 ". 0 GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI— LAYERED SYSTEMS) STAGGERED A MIN OF 12 ". PROVIDE ONE LAYER TYPE'X' 5/8" THICK PER SIDE. O TYPE S OR S -12 #6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8" PANELS OR 1 -1/4" LONG FOR 3/4" THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. 0 VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. CONTRACTOR TO VERIFY EXISTING DECK HEIGHT AND ADJUST STUD SIZE AS REQUIRED. PROVIDE: 3 -5/8" 20GA (33 MILS), MIN 1 -1/4" FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 16' -5" EXISTING GWB CEILING SOFFIT AND FRAMING 3 -5/8" 20GA (33 MILS), MIN 1 -1/4" FLANGES AND 1/4" RETURN, SPACED 24" OC. 1/4" STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 14' -9" HR RATED FLOOR TO DECK PARTITION 0" 4" 8" 12" 3" = 1' -0" OPEN PASS —THRU ATTACH NEW PARTITION TOP TRACK TO EXISTING GWB FRAMING 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 UON ON PLANS 2 1/2" X 25 GA (18 MILS) METAL STUDS 0 24" OC, TO 10' -7" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS 0 12" O.C. MAX. POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO CEILING PARTITION 0" 4" 12" 3" = 1' -0" 2' —10" EQ. 0 0 0 0 X 0 0 / / �' C \ / -\ ` \ 0 0 (1/4" GLAZING TYP. j 0 :: M P LAM UPPER CABINET WITH TWO ADJUSTABLE SHELVES \ 1 0 0 „.\ < I 0 0 P —IAM COUNTERTOP WITH 4" BACKSPLASH \ -- \ / v P LAM LOWER \ \ 0 N / \ / / \/ ,_— \ ° . ; 1 N CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF N \ fr RECEPTION GLAZING ELEVATION Wilill CEILING AS SCHEDULED (MODIFY AS REQUIRED) 111011111 1 1 111011114 BOTTOM OF STRUC FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING 2 OR FIRE DAMPERS AS NECESSARY. NO VERTICAL PENETRATIONS OCCUR IN NEW CONSTRUCTION SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC DFT DEFLECTION TRACK O INSULATION WHERE NOTED 0 WALL TYPE: O O JOINT COMPOUND BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT O FIRE RATED SEALANT - CONCRETE SLAB RATING NO.: UL U419 RATING NO.: UL U419 CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. (33 MILS) CORROSION — PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24" OC. MAX. CHANNEL SHAPED, CORROSION — PROTECTED STEEL, MIN WIDTH 2 -1/2" 20GA (33 MILS), MIN 1 -1/4" FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 12' -10" O MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1 -1/2 ". 0 GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI— LAYERED SYSTEMS) STAGGERED A MIN OF 12 ". PROVIDE ONE LAYER TYPE'X' 5/8" THICK PER SIDE. O TYPE S OR S -12 #6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8" PANELS OR 1 -1/4" LONG FOR 3/4" THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. 0 VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. CONTRACTOR TO VERIFY EXISTING DECK HEIGHT AND ADJUST STUD SIZE AS REQUIRED. PROVIDE: 3 -5/8" 20GA (33 MILS), MIN 1 -1/4" FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 16' -5" EXISTING GWB CEILING SOFFIT AND FRAMING 3 -5/8" 20GA (33 MILS), MIN 1 -1/4" FLANGES AND 1/4" RETURN, SPACED 24" OC. 1/4" STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 14' -9" HR RATED FLOOR TO DECK PARTITION 0" 4" 8" 12" 3" = 1' -0" OPEN PASS —THRU ATTACH NEW PARTITION TOP TRACK TO EXISTING GWB FRAMING 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 UON ON PLANS 2 1/2" X 25 GA (18 MILS) METAL STUDS 0 24" OC, TO 10' -7" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS 0 12" O.C. MAX. POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO CEILING PARTITION 0" 4" 12" 3" = 1' -0" 2' —10" (a CASEWORK ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 272010 City of Tukwila BUILDING DIVISION 3/8" = 1'— 0" LINE OF CEILING PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR ADJ. SHELVES W/ MELAMINE FINISH 2'— 6" MAX. I 1 / 1 I //7 i, N PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE N tt 0 PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED — REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. 0 PLUMBING BOOT AS REQ'D N BASE AS PER SCHEDULE. TURN INSIDE CO CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. ADA SINK SECTION LINE OF CABINET (BEYOND) 1- 1/2 " =1' -0" EQ. EQ. 0 cN N 0 N ADA COMPLIANT SINK & FAUCET i 3' —O" CLR FOR REF 3' CLR. CASEWORK ELEVATION EQ. P LAM UPPER CABINET WITH TWO ADJUSTABLE SHELVES P LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 3/8" = 1'— on IEQ. EQ. 0 0 0 0 X 0 0 / / �' C \ / -\ ` \ 0 0 j 0 :: M P LAM UPPER CABINET WITH TWO ADJUSTABLE SHELVES \ / \Ij 0 0 0 < I 0 0 P —IAM COUNTERTOP WITH 4" BACKSPLASH \ -- \ / v P LAM LOWER \ \ 0 N / \ / / \/ ,_— \ ° . ; 1 N CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF N \ (a CASEWORK ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 272010 City of Tukwila BUILDING DIVISION 3/8" = 1'— 0" LINE OF CEILING PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR ADJ. SHELVES W/ MELAMINE FINISH 2'— 6" MAX. I 1 / 1 I //7 i, N PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE N tt 0 PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED — REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. 0 PLUMBING BOOT AS REQ'D N BASE AS PER SCHEDULE. TURN INSIDE CO CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. ADA SINK SECTION LINE OF CABINET (BEYOND) 1- 1/2 " =1' -0" EQ. EQ. 0 cN N 0 N ADA COMPLIANT SINK & FAUCET i 3' —O" CLR FOR REF 3' CLR. CASEWORK ELEVATION EQ. P LAM UPPER CABINET WITH TWO ADJUSTABLE SHELVES P LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 3/8" = 1'— on IEQ. EQ. 0 0 0 0 X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 -- 2' -1" LINE OF CEILING AS SPECIFIED PLASTIC LAMINATE DOORS MELAMINE CABINET INTERIOR. o 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. PROVIDE P —LAM BACK SPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTER TOP W/ PLASTIC LAMINATE PER FINISH SCHEDULE ADJ. SHELVES W/ MELAMINE FINISH BASE PER SCHED. FINISH FLOOR LINE M CASWORK SECTION N I N RECEI D DEC 13 2010 PERMIT CENTER 1-1/2"=r—o" Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500.. Seattle . WA 98101 TEL: 206.587.71w FAx;206. 587.712 All reproduction & intellectual property rights reserved c 2010 SEP 2 5 2012 Professional seal RED CHITECT 7 ND LL A. MORGAN 802 STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 Drawn by: MK Reviewed by: RM Project No: 10.SB13.01 INTERIOR ELEVATION/ WALL SECTIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 COUNTER HT. TO BE VERIFIED EXIST. SOFFIT NARROW PROFILE ALUMINUM FRAME SYSTEM — ATTACH TO TOP OF FRAME TO EXISTING SOFFIT FRAMING THROUGH GWB F.T. CONTINUOUS BLOCKING TOP TRACK BOTTOM TRACK EXIST. RECEPTION DESK COUNTER COUNTER HT. TO BE VERIFIED GLAZING SECTION TOP TRACK PROVIDE 2" 20 GA. FRAMING FROM FLOOR TO UNDERSIDE OF GLASS FRAMING 5/8" P —LAM OR GWB BOTTOM TRACK 1_12„ = 1,_O„ EXIST. SOFFIT NARROW PROFILE ALUMINUM FRAME SYSTEM — ATTACH TO TOP OF FRAME TO EXISTING SOFFIT FRAMING THROUGH GWB COUNTER HT. TO BE VERIFIED GLAZING SECTION TOP TRACK F.T. CONTINUOUS BLOCKING PROVIDE 2" 20 GA. FRAMING FROM FLOOR TO UNDERSIDE OF GLASS FRAMING 5/8" P —LAM OR GWB BOTTOM TRACK 1 _1 2„ = 1 ' —O„ SEP 2 § 2012 MOM ij COE REVIEWED FOR iy COMPLIANCE APPROVED DEC 2 7 2t►nt City of Tukwila BUILDING DIVIRION • RECEIVED DEC 13 2010 PERMIT CENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1326 Fifth Avenue 5ulle 500. Seattle , WA 96101 TEL: 206.567.7120 FAX:206, 507.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal RANDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET 12/13/10 Drawn by: MK Reviewed by: RM Project N 10.SB13.01 GLAZING SECTIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2