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HomeMy WebLinkAboutPermit D10-194 - CONTINENTAL MILLS - TENANT IMPROVEMENTCONTINENTAL MILLS 18100 ANDOVER PK W D10 -194 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.aov CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D10 -194 Occupant/Tenant: CONTINENTAL MILLS Building Address: 18100 ANDOVER PK W, Suite No. Parcel No.: 3523049121 Property Owner: SEGALE PROPERTIES LLC PO BOX 88028 , TUKWILA WA 98138 Use: Occupancy Group/Division: Type of Construction: Automatic Sprinkler System: Design Occupant Load: OFFICE B IIB Provided: Y Required: Y 1057 BUILDING • FFICIAL 6/5�20l2 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City *Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http:/lwww.ci.tukwila.wa.us Parcel No.: 3523049121 Address: 18100 ANDOVER PK W TUKW Suite No: Project Name: CONTINENTAL MILLS DEVELOPMENT PERMIT Permit Number: D10 -194 Issue Date: 09/24/2010 Permit Expires On: 03/23/2011 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: RANDY MORGAN Address: 1326 5 AV NE, STE 500 , SEATTLE WA 98101 Contractor: Name: G L Y CONSTURCTION INC Address: PO BOX 6728 , BELLEVUE WA 98008 Contractor License No: GLYCOI *01809 Phone: 206 587 -7120 Phone: 425 451 -8877 Expiration Date: 09/30/2010 DESCRIPTION OF WORK: NON - STRUCTURAL INTERIOR TENANT IMPROVEMENT. INITIAL BUILD -OUT OF OFFICE CONFERENCE ROOMS, BREAK ROOM, SERVER ROOM, AND ACCESSORY USE AREAS. Value of Construction: 1,468,615.00 Fees Collected: $17,090.66 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10 -194 Printed: 09 -24 -2010 City ceI'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D1O -194 Issue Date: 09/24/2010 Permit Expires On: 03/23/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Private: Profit: N Private: Public: Non - Profit: N Public: Permit Center Authorized Signature: / // . k _ i • ate: I hereby certify that I have read governing this work will be co plie • 'th, whether spe ied herein or not. ed this pe L7 d know the same to be true and correct. All provisions of law and ordinances The granting of this pe do - = not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe -'o . ce of work. I am authorized to sign and obtain this development permit. Signature: Date: f'21110 Print N. Ads uD i=/ f+d%Ze,DP) 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. doc: IBC -10/06 D10 -194 Printed: 09 -24 -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.: 3523049121 Address: Suite No: Tenant: 18100 ANDOVER PK W TUKW CONTINENTAL MILLS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10 -194 ISSUED 07/27/2010 09/24/2010 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: 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. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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. doc: Cond -10/06 D10 -194 Printed: 09 -24 -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 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not doc: Cond -10/06 D10 -194 Printed: 09 -24 -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 energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 30: 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) 31: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 32: 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) 33: 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) 34: All new sprinlder 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 sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 36: 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) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 41: 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. doc: Cond -10/06 D10 -194 Printed: 09 -24 -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. tukwi la. wa. us 42: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 45: ** *PLANNING DEPARTMENT CONDITIONS * ** 46: A condition of design review approval of this building was that site furnishings would be added to the project site. As part of the conditional approval of the design review application, these improvements were deferred to the tenant improvement permit. Prior to final inspection of the tenant improvement permit, the location and design of site furnishings shall be submitted for review by the Department of Community Development, to ensure they are consistent with the architectural design of the building. * *continued on next page ** doc: Cond -10/06 D10 -194 Printed: 09 -24 -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. tukwi la. wa. us I hereby certify that I have read these c • • itions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, wh a specified herein or not. The granting of this permit do • no • resume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perfo ce work. Signature: Print N Date: 9-2* /0 doc: Cond -10/06 D10 -194 Printed: 09 -24 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. _. Public Works Permit No. Project No. For oi, ce use onl Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 18100 Andover Park West Tenant Name: Continental Mills Property Owners Name: Segale Properties Mailing Address: 5811 Segare Park Dr C King Co Assessor's Tax No.: 3523049121 Suite Number: Floor: New Tenant: m Yes , ❑..No Tukwila City 98188 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Randy Morgan Mailing Address: 1326 5th Avenue NE, Suite 500 E -Mail Address: randym @burgessdesign.net Day Telephone: (206) 587 -7120 Seattle City State Fax Number: (206) 587 -7122 98101 Zip GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)), Company Name: GLY Construction Mailing Address: 15 Lake Bellevue Drive, Suite 200 Contact Person: Bryan Haakenson E -Mail Address: bryanh @gly.com Contractor Registration Number: GLYCOI*01809 Bellevue City State Zip Day Telephone: (425) 451 -8877 Fax Number: (425) 453 -5680 98005 Expiration Date: 09/30/2010 ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Burgess Design, Inc. Mailing Address: 1326 5th Avenue NE, Suite 500 Contact Person: Randy Morgan Seattle 98101 E -Mail Address: randym @burgessdesign.net City State Day Telephone: (206) 587 -7120 Fax Number: (206) 587 -7122 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: N/A Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATIO>_. — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 1,468,615.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Non - structural interior tenant improvement. Initial Build -out of Office© Conference Rooms, Break Room, Server Room, and accessory use areas. 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 m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2 " x 11 " paper including quantities and Material Sa ety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2010 Applications \7 -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 Pt Floor 26,732 26,732 0 0 II -B B 2°d Floor 28,802 28,802 0 0 I I -B B 3' 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 m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2 " x 11 " paper including quantities and Material Sa ety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PUBLIC WORKS PERIVIITINFORMATION =- 206433 -0179 • Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila m... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline 0... Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): �] ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ . ❑ . O . ❑ . ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplicat ions \Forms - Applications On line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 3 of 6 • • MECHANICAL PERMIT INFORMATION ..206 -431 -3670' MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H:Wpplications\Foin s- Applications On Line\2010 Applications \7 -2010 - Permit Applicationdoc Revised: 7 -2010 bh Page 4 of 6 • • 'PLUMBING AND GAS PIPING PERMIT INFORMATION -- 206431 =3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'I Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: :rFuture:Type .:..� " -' Qty, . ;Fixtu`re ,Type','• :::; :;:,..t.: •Qty •Fiztu`re.Type: -: ..K ., .:_._ Qh':7,1 F •tare •Type :...t..:i.:.. Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 . inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:Wpplications\Fonns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 1'E1t1VIIT:APPLIGATION NQTES ' Applicable to all permtts in thisiapplication Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demons, d. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ/AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH 1 RIZED AGE T. Signature: Print Name: Randy, .M Mailing Address i'Y 6 5th Avenue, Suite 500 Date Application Accepted: 01 2'i1,1,� Date: 7/26/10 Day Telephone: 206.587.7120 Seattle WA 98101 City State Date Application Expires: 01 H:Wpplications\Fonns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh I too Zip Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: 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 3523049121 18100 ANDOVER PK W TURIN CONTINENTAL MILLS RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -194 ISSUED 07/27/2010 09/24/2010 Receipt No.: R11 -00244 Initials: User ID: JIM 1165 Payment Amount: $63.00 Payment Date: 02/09/2011 08:42 AM Balance: $0.00 Payee: GLY CONSTRUCTION INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 17682 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 02 -09 -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.: 3523049121 Address: 18100 ANDOVER PK W TUKW Suite No: Applicant: CONTINENTAL MILLS RECEIPT Permit Number: D10 -194 Status: APPROVED Applied Date: 07/27/2010 Issue Date: Receipt No.: R10 -01901 Initials: TLS User ID: 1670 Payment Amount: $10,360.67 Payment Date: 09/24/2010 01:45 PM Balance: $0.00 Payee: CONTINENTAL MILLS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 453254 10,360.67 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 10,355.25 PLAN CHECK - NONRES 000.345.830 .92 STATE BUILDING SURCHARGE 640.237.114 4.50 Total: $10,360.67 doc: Receiot -06 Printed: 09 -24 -2010 w � 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.: 3523049121 Address: Suite No: Applicant: CONTINENTAL MILLS 18100 ANDOVER PK W TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -194 PENDING 07/27/2010 Receipt No.: Initials: User ID: Payee: R10 -01413 JEM 1165 Payment Amount: Payment Date: Balance: $6,729.99 07/27/2010 08:52 AM $10,360.67 CONTINENTAL MILLS TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 450686 6,729.99 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $6,729.99 6,729.99 PAYMENT RFCEIVED doc: Receiot -06 Printed: 07 -27 -2010 I I PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION' R' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit c7ewD Project: Type of Inspection: t'/ ,,,rrt F 01 Ai, ril ! 1— s r ; y0 J I3L) : � 6. . G Address: Date Called: 1 ? R;" €r Special Instructions: Date Wanted: Y ! p Requester: Phone No: o: 7 t 5 —5- 601 r pproved per applicable codes. ElCorrections required prior to approval. -r— - COMMENTS: 1 ;/-41 ; al 01-7ip 14- •a /°---; r, /9 ; .A/4'7i,• 7P Gr >_fRe- f crei?//4,, ;eik? (3-e 74-1, .4 ... rspeclor: i � r•...oA.a4 1 "? . r REINSPECTION FEE R QUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd..Suite 100. Call to schedule reinspection. t Date: 5 pproved per applicable codes. ElCorrections required prior to approval. -r— - COMMENTS: 1 ;/-41 ; al 01-7ip 14- •a /°---; r, /9 ; .A/4'7i,• 7P Gr >_fRe- f crei?//4,, ;eik? (3-e 74-1, .4 ... rspeclor: i � r•...oA.a4 1 "? . r REINSPECTION FEE R QUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd..Suite 100. Call to schedule reinspection. t Date: 5 rspeclor: i � r•...oA.a4 1 "? . r REINSPECTION FEE R QUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd..Suite 100. Call to schedule reinspection. t Date: 5 Ye..- . _ - . r-2: 71:11-rr4 aVe117 a...W. r .: 4-, -- - w,14 :. -.. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. . -•d3D CITY OF TUKWILA BUILDING DIVISION R' L.• 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • Project: O A h i r t lil€.JTAL ,MILLS Type of Inspection: r F. kL Bo : t O. A Address: I I r� 0 Mo otJr vJ Date CaIIe : & Y Specia Instructions: Date Wanted: j -� C�a.m_ p.m. Requester: 9 s0 /9�1FI Phone No: _ -4? 5 / _ '7W x-64 pproved per applicable codes. LJ Corrections required prior to approval. • COMMENTS: /® jV(' v."2.7 J' y 9 s0 /9�1FI ` 61071. 7 0 0 Fr/fE : 00Ot1224/9'/ C)4' , f or: 4.,.44 I z 1 Date: INSPECTION FEE R QUIREDf Prior to next:inspection. fee must be aid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. �• <,1r -1p .717 . 7-i� "4r..r . - L'}�15�Al. v.i�3 � i'XIS! •7 '• J•..77 -• 77 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: Qw A/ 741.- /N%/4/6 Type of Inspection: V. F //bl7 -4, cF fie G /a/ei 1.261/T/') - APPko ifi Address: /g0)/00 AIA/vdr/f? Pg Date ailed: Special Instructions: ..2 Date Wanted. 0— /I p.m. Requester: .20 Oh ys Phone No: ya23- -265 --68 a JApproved per applicable codes. Corrections required prior to approval. COMMENTS: r 4 cF fie G /a/ei 1.261/T/') - APPko ifi 4 ) 644z/lac /- P4vAhek miss,../ 6, &OP o y, AD 6 y OterNeC _ A /: eltyee,:le 7 Oescoarprmic7 Aipfaie'd .20 Oh ys Onspe or: el .407 EINSPECTION FEE R UIRFD. Prior to next inspection.' fee must be paid at 6300 Southcenter Blvd . S.uite 100. Call to schedule reinspection. • 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 J(4`tej'4 Pr ct: ` ���;�f GeV (y9-� �/rs Type o Inspection: F: AJ AL fL V I -1( Address: ( yioO M06Vif w/ Date Called: Special Instructions: Date Wanted: --(' 4 _1 15 .. p.m. Requester: Phone No: �Q� 47S —�� S. - $ EgApproved per applicable codes. a Corrections required prior to approval. COMMENTS: ?Icu;c_ +{ides / ma 4- -. ► i <rii• 1#1elvry . 13/1/141is n.nd hike vi ,r_(r wr,fi i AAiti4i fa t_l1l M.1 cMLv -f 1Ar isvamj. Inspector: ,07.14141 11 Rl,Jv) -5 Date: /kin n 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 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 Pr 'ect: • - Type of Inspection: ' Address: Date Called: Special Instructions: Jl Date Wanted:a m 1.1— t— it Requester: Phone No: X 04`356 -rriii ti. 00 Approved per applicable codes. • IRCorrections required prior to approval. ' COMMENTS: tb t-+9, kt 704,4 - A,P,I..•r4e:Y c,i) k. 1N1 ©Q. - G b, s boo. . ,M 44o t. c z° ti' 4.E fro v'0i•'it"g to,{i. Akirwv-■ i 1404 e leslt,)t'- boo*. @ 14. —ait, IT .%3 f4 TO ia,E.,_ 8004914 I % A.liw 11oent9 - ek1ved L cUve04 i ,/c .. y -2 * . I ‘_- — • I etr, m= sw J to,,,1e ds¢ 4( A4.90 eN : - ,i ni skis L... CktscreS., 1- Cx" S e5 1J eafittofe.4 2.im4 ilam✓ aa.64s. .I 4-n be climicii ..c$ p to ✓46.•—) . ctor: Date: INSPECTION FE REQUIRED: Prior to next inspection. fee must be id at 6300'Southcenter Blvd.. Suite 100. Call to schedule reinspection. : —: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0.' CITY OF TUKWILA BUILDING DIVISION 4. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ,d/4- /_V Project: e O,/7 7q/(AL- /ii/GL Type of Inspection: 5?.cs` .c fa d'4Ii1.4 Address: /8 /zri ,4N4'»4P 0& et Date Called: Special Instructions: Date Wanted: Requester: Phone No: 5/25_ 76 5_ 5ed y Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: c2AA ac/do /- Cye34tia /Fie fH;A/7 /S . /1i4 ✓/'4 s'19, )-use/ /)u ✓id'",-/i'--' it/ #fes - Alfehr r is Y. dioo✓ —a. 1,,, /La A., ..- ; /`A),- delhy e 4 —A/t7 'e ge p /f,/P Date: 3 - / /` >/ EINSPECTION FEE )EQUIREp. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd."; Suite 100. Call to schedule reinspection. ., , illStECTION RECO.RD . T' INSPECTION NO. Retain a gtty with permit PERMIT NO. • CITY OF TUKVVIL4 BUILDING DIVISION 6300 Southcenter Blvd., #100, Tu101i. WA 98188 (206) 431-3670 Permit Inspection Request Line (2 ) 431-2451 Project: : p, it'U4ti-2AleroVre/ Avai - Type of Inspection: %.5),,s,46-Ahor.6 aoa,,v 4 Address: . AO 06 AlaidifOrk i0„e it .1 Date Called: Special Instructions: _ ...- . kf . Date Wanted: . 7.-0/1"--.// C23 p.m. Requester: Phone No: LJApproved per applicable codes. COMMENTS: ! • •.. _ •=* :•. . .• rghl Corrections required prior t� approval. deZtec orrr ea - Pa 4.4 ‘0'. •'*. o' e3 .- 4, A Id Ph Volt- — f.e• eifiadd REI PECTIONTFEE REQ JRED: r to nexrinspectiOn. fee must be p at 6300 Southcenter Blvd.. Sui(e 100. Call to schedule reinspection. • 2P /5 INSPECTION RECORD Retain a copy with permit 1)l eL'19_ INSPECTION NO. PERMIT N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.-, #100, Tukwila. WA 98188 it._ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: c N7- M r — "a6 Type of Inspection: — X 142/ N Address: /pia ovv 'E Date Called: Special Instructions: • Date Wanted: ,.3. . -? _ 1/ ' f .' " -p-r�• Requester: • Phone No: #.2 S -745' -546 0 9 ' 'Approved per applicable codes. • • Corrections required prior to approval: COMMENTS: p6.4 nspector: SPECTION FEtE REQUI : IP[r to next inspection, fee. must be • - d at 6300 Southcenter Blv Sui' INSP'ECTION INSP'ECTION RECORD Retain a copy with permit INSPECTION NO. • PERMIT NO. CITY:OF TUKWILA BUILDING$ DIVISION 63005outhcenter Blvd:; 4100, Tukwila. WA 98188 1b4-- (206) 431 -3670 • Permit Inspection Request Line (206) 431 -2451 Project: e0A/77A/P of 1- *1/Id s Type of Inspection: ,•* g ' Iv- Cedete /d4%t„ Address: /' /Dl's • ,fl,A4C4 Pfd Da a Called: • Special Instructions: • Date Wanted:. .... .•.5 ^-`_/ / • Cni*., P.m. Requester :. Phone No: 0 Approved per applicable codes. • ❑ Corrections required prior to approval. 4. COMMENTS: Y 6./ /s74 _5*.u.seisrowacts ezenxPve.4, --� E SPECTION FEE RECIUIRED: Pyi'or to next inspection. fee must be id at`6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - - • • • • • • • INSPECTION RECORD. /. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY. OF TUKWI.ILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: VVA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451- Project: Type of Inspection: • • dress: / Sie, d 41Nelei4 ' PA' eki Date Called: Special Instructions: • . Date Wanted: +. . q —,2 _ // p.m. Requester: Phone No: 5G? s —? . 8 4/ q Approved per applicable codes.' I)jCorrections required prior to approval.. COMMENTS: -7p E SPECTION FEE E EQUIRED. Prio ,o next inspection. fee •trust be id at 6300 Southcenter Bt d:. Suit 00.' Call•to schedule reinspection. INSPECTIO NO. • INSPECTION RECORD t Retaiii a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sciuthcenter Blvd:; #100, Tukwila. WA 98188 le, (206) 431-3670 Permit Inspection 'Request Line (206) 431=2451 Project: ' . (.10/474,e77/4- 101/41- Type of Inspection: %.3-7/.5-7"-Atoe4 i ..v... cveveriVe Address: ' ,45/12dlk AWOGIVAR Aet efri Date Called: Special InstrOctions: ineie / .. • de/ i "" Date Wanted: ,,,2 — „IS- —/ / 65f1) On. Requester: „.2 fr'1e.,1/4 dd.)( Phone No: ___EIApproved per applicable codes. • • EJCorrections required prior to approval. COMMENTS: . 69 RP,/ en . ive- > f 7 I/ Pa :A/is - tT,:s-z-z, 2- gitswo—e „.2 fr'1e.,1/4 dd.)( . . ' . . -......... . ._ - ,..... t Inspector lototoaug6,. 4/L*1.144-1. Date: El SPECTION FE REQU RED. Prior t neit inspection, fee must be-. pa at %OM Sotithcenter BTvd.. Stiltell O. Call to schedule reinspectiom ' • 9et4i&LT,,, -- Al ko4 4 Pi • a PECTION FE REQUIF ED. Priort ext inspection. fee must be . at 6300 Southcenter Blvl.. Suite 10 . Call to 'schedule reinspection. • . r 2 • INSPECTION RECORD Retain a copy with permit • INSPE T ON NO, PERMIT NO. • • CITY OF TUKWILA BUILDING DIVISION • 6300 SOuthcenter BlVd;;.#100, Tukwila. WA 98188 \• (206) 431-367-0 Permit Inspection.Request Line (206) 431-2451 . Project: - car' v4CIST AL M 11.4A, Type of Insrpection: V-1.'.Abotf\ t Ni C • ' Address: I f: I 00 A000Vetz Piz Date Called: c.A..." Special Instructions: - • Date Wanted:, L i-'• Requester: A* Phone No: proved per applicable codes: Corrections required prior to approval. COMMENTS? ps OtavtAt 1,4e vin NhALA. terofihilm 4;•") i614"4• 4'ott• AAA, er-A a !. • paA dix 1 SPECT1ON PEER WIRED, Pq next,lnspection.. fee must be 'I a' at 6300 Southcent r Blvd.. Suire 100. Call tO schedule reinspection. . . • • • •-• • • . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N.. • CITYOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd;, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 004/77/Aellin91 07/4G 5 Type of Inspection: ,C12 ifiel /0V 6, .9/ Address: • / P lee> .094/4)6frge ,r)/Z 6t/ Date Called: - , Special Instructions: , ...? - Date Wanted: . CA- Requester: Phone No: - .1=1Approved per applicable codes. act Corrections required prior to approval. • COMMENTS: r --, , 4 - 44- fl relte' Ahrxei i..,-V-wa5671-4 .9/ - , . , fffspec 10.4440167 Date: J ..7b■-- PECTION FEE REQU RED. Prior t next inspection. fee must be : at 6300 Southcenter B vd., suite 100. Callto schedule reinspectiorc .. • • 3 • .INSPECTION RECORD Retain a copy with permit 4%0 —/CV 1NSPEC N NO. PERMIT NO. : • CITY OF= TUKWILA BUILDING DIVISION (4•• 6300 So'uthcenter Blvd.-, #100, Tukwila. WA 98188 , (206) 431 -3670 Permit. Inspection Request Line (206) 431 -2451 Project: -(2 J • L !?M /M 1S_ Type of Inspection: • P-!Z4s/frnil_/_ - Date Called: • Address: /0.0 ,0 eYige Pit 4 Special Instructions: Date Wanted: Requester: Phone No: / 2 .. 9 - 7 / � �' /� ) /� - i. ? r 7 el . ❑ Approved per applicable codes. COMMENTS: p aCorrections required prior to approval. • CpIA) A.1/ /earn*, ICI • .! Date: . •/- 2.7 --i/ R N PECTION PEE'REQU\I ED. Pri to next inspection. fee must be• . p i at 6300 Southcenter Blv . Sui e 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. e"- CITY OF •TUKWILA BU.ILDING DIVISION e 6300 Southcenter Blvd:; #100, Tukwila. WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: (10,007//4/40-294- AIN( < Type of Inspection: F'PiglAsliti (--,, 4* t i • " "'ode itii . q„__ . re .0.5 Special Ins ructions:)• . �! .4.i . • Date Wanted: -.- 2 6, -- / / n �—" Requester: e - `' 0. Af pr-e.1 , }! wool v.-sere cJ dL i I i po Pik1A4 .-7-r-LAJD 1 Phone No: 1a.5'= - /3 A z/ Approved per applicable codes. Corrections required prior to approval. ' OMMENTS t i • " "'ode itii . q„__ . re .0.5 o f .l u(e._ -- k iv e_ ":044.47 .- ��� . .i. e - `' 0. Af pr-e.1 , }! wool v.-sere cJ dL i I i po Pik1A4 .-7-r-LAJD 1 Y'_ #- ,:e..1•1 r . # f !l t'-d h .� &': J r w .r 1,#,,i .1 .4 a_ - 48 r Lmnect0, ' ! " i • ate: /AO •{ EINOPECTION FEE.REQIj I 'ED :,P. iorrto.iext iritpection. fee must '-e paid,at 6300 Southcenter.Blvd.. Suite 100. Cat{ to schedule'reinspection.• •,. INS RECORD Retain a copy with. permit . • INSPE ION NO. PERMIT NO. , r CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., .#4.00, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 Pr ect: e.Ayrk Ty;p Inspection] Address:• I0a d Date C d �5,. 6;e...‘1, Special Instructions: • 4-is: -7 (e-r'' ' aal ' ,- �,. Lier:... Date Wanted: .:a,m Requester: Phone yo: �.�- r-a o : El Approved per applicable codes.. s •t • Corrections required prior to' approval.. #d REINSPECTION FEE REQUIRED. Prior to next :i_nspection. .fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to.schedule reinspection. • IC' (JAI etrer • • • INSPECTION RECORD Retain a copy with permit INSPECTION NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION lk • %gm 5puthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permitinspection Request Line (206) 431-2451 CAI Ot -4 ; •:. • PIT) • . • c_ivs4) tcr -Two oke4 A'1 e., (,,r \'c PG4-14 -tie.ifk. 'r-o L441/ • • hi okiii"1/ LA44-tt aiXk Ari-4.04:1m• aa,k M-4.411\7724,4,441. z4ii eAk4 . YNisrik c.16t.P.tacki 640 Of-Cr I pector: • Date ItINSPECTION FEE REQUI ED.. Prior to next inspection, fee must be paid at 6300 Southcenter.131 d:..Suite 100. Call t46 schedule reirispection. • - INSPECTION RECORD Retain a copy with permit )i-i9Y INSPE ION NO. _ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 (206) 431-3670 • Peernit Inspection Request Line (206) 431-2451 Project: - (7-1,Ai7AAWA/7-44 jniat4c* Type of Inspection: li / /:,00/41,1n /Ai 4 Address: /8/06 ,9,60 OVER P/e4-.." Date Called: - Special Instructions: ... . Date Wanted: . / es, — / / Requester: . Phone No: DApproved per applicable codes. .. Correctiont required prior to approval. COMMENTS: t's zu,ttel 04, . 1,101,404040a 414 p 10c-strA Svc, 4,, Al- 1/ • -a • Date: INSPECTION FEE R\IIRE7D rior to next.inspection. fee must be paid at 6300 Southcenter vd.. Suite 100. Call to schedule reinspection. sp yid • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO..p CITY OFTUKWILA BUILD:I•NG•DIVISION 1 6300 Southcenter Blvd., #100, Tukwila. WA 98188 : (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 6/4 --/ 'V Project: • elewr 'A/ x44 /70/ as Type of Inspection: /-::',4?/4",”4/ 6 t� • Address: /6/06 - Ar/4o3/ .1 peen et Date Called: Special Instructions: . Date Wanted: / _- 23 ''`/ Q P.m. Requester: Phone No: J 2 -7 2 —/313 9' • Approved per applicable codes. • Corrections required prior to approval:- - COMMENTS: N. ethillS AJP #e% �2 e MA /- , ?1,11- 40;14/ Aka ,/ Viv /Mile // ,/ Ft - - - - - - - -_ 1 . Date: 1 INSPECTION FEE R ; QUIRED: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. N- ,- 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 i,,,p - /C11 Project: Type of Inspection: . ig /00 s�c/td eiCk ' Date ailed: Special Instructions: $,2 Date Wanted: Requester: Phone No: aApproved per applicable codes. aCorrections required prior to approval.. 7. . 'COMMENTS: A 4 . 0 /so- "Pee .3d pF% --- 4 /0,2a✓, % -t) .7-" r" /ou k <io, eve v /1.+9 $,2 ifitemple • `N. IDate: /2 -' 9 -//2 ‘ 1--- .+ • PECTION FEE REQUIRED).P..rio to next inspection fee must b` - . at 6300 - Southcenter Blvd., Suit 100. Call to schedule reinspection\ , ` + - INSPECTION. RECORD etain a copy with permit INSPFl0N NO. ' PERMIT NO. . • . • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,:rukwila. WA 98188 ; (206) 431-3670 • Permit Inspection Request Line (206) 431-2451 • /5 Li Project: • (lb At riovf Ar-091, P1/4LS Type of Inspection: - PriZ 4441,A44 Address: / sc3 /on SA/ Alvv•R Pe Date Called: 60 Special Instructions: _. _ Date Wanted: ' Requester: Phone No: _4/2 5. - 76 5' -5-13 o i•,/ Approved perapplicable codes: Corrections required prior to approval. (19 COMMENTS: - .-... D Apr /7-4 deur-mon) t 0414(pri--- r P 47 /-.5;1e, .•••■Thr • e NSPECTION FEE R QUIRED. 1)51 r to next inspection. fee must be- aid at 6300 Southcente Blvd.. Suite 100. Call to schedule reinspection. 157 44. EfltigAT,==erzew-Inal-. cazs=7.41-41iorzNamowt:a•-or•lisrecza • r • .. INSPECTION RECORD Retain a copy with permit INSPECTION`NO. PERMIT N0: CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 /)( �r � -� I I Type oPnspec — 6-4 A - Address: e� �"" f� 1 j Ci O kiti6 U tier itte Date Called: 5p_ecial Instructions: - Date Wanted: • Pry I 0 - I /-10 P.m. Requester: Phone No: J710 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • .. 4 S 1 Y __4 1 1 1 .. ir a •/^�•• y' Al A - 1 I r7 REINSPECTION FEE.REQUIRED. Prior to next inspection. fee must be paid at 6300.Southcenter Blvd.. Suite 100. Call to schedule reinspection. 6ttgazdartorm4e.- �xrvm•4 --.ate +: s: -r•,- �- �.� -�. ex • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PIO - 181-1. 1110 -101 PERMIT NUMBERS 4, .4,. ri OF-Tl 1 ICA FIRE DEPARTMENT 444 Ari fiver Pa Tc East, Tukwila, Wa. 98,18$ k 206- 575 -4407 Project: Cc ' -# t e4 4b t »'i,•1 5 t;) ` Type of Inspection: • F,',. /4 /094,0,-) ` ir. T Address: /8/c0 1 .Pw , t . Suite #: ~�I , a- Pt2 &er<_ 1: 11Jc-te k5 1Jwc-1' 2s' . 3. 51s4 -rte on LJC, z Contact Pe'rsd�: /.%/ ), /3l4 )4 .c • f s c , e s Special Instructions: �1 � �4, ft Phone No.: 2;\,\,,v1, — /146(.7 %PlYrjged per applicable cod sty. Corrections required prior to approval. COMMENTS: ' t�� Sprinklers: ' ..�v Vi �� ,7 J/.Pon )))..:_'- Fire Alarm: • 1. P104 S el s''S 44- . _ HVAC ( 46,64.‘,..i15-4, st —te./ a- Pt2 &er<_ 1: 11Jc-te k5 1Jwc-1' 2s' . 3. 51s4 -rte on LJC, z Pr -Fire: • V 5-,--1,i) c,, 'ea 5 r , yC S _ Sr Permits: ..._. . k i s •;)0t/4.�e-/ 2y g .... - .......-_. . ��_ G• ok, -, ©K . '' ., - 12° 9 or I , Pals '- P .. 18 air #14(. LF4 ' i 6 op.'fy, - 6)f.>>r/ 6 A‘411-rss4.b,.1 al- pg • (n cc d- 4c' 14,41,,c. La d G w� ,4✓r: a • or�.r5;o> . sfiubt, I 0 i g FAcp sa, nit _. 4 0 14 VA- ciii/1.04.— . i / NA•G, 5,49114 bin FI. •,o/( ,`,�1._._4._. Z. Pew PQe.-a k. r r - / 3. !✓at-, i'G e 5 Loia:4 ) !//'1i (i , _ �5p. a nit ice L Claw .5 ,f) /, _ _eel_ i'i k &rv)v' •G /40 ;erArf tp.f +. :_ilea__ -_. • 6-5:97,7147044›. off . jp411 Sew f Needs Shift Inspection: ` Sprinklers: , Fire Alarm: Hood & Duct: Monitor: Pr -Fire: :../ Permits: Occupancy Type: Inspector: 1=11).53 ., Date: q/30// j Hrs.:_ y F• $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc' 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 12/0 -%91 /0- 2 39 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: (6 hjNP, ! G„ l,•/4 Type of Inspection: //, 0 k /•1.v (o ,e Y Hood & Duct: Address: / (I,/ 0U, Suite #: A 1 UV Contact Person: -7-7 "'" 1 _ ' ( -.J • Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: , Occupancy Type: ("IC" 61.- tiv ral p,Q / 5 / C A lit ✓ r, .7 1 J . 1, /rte 7 "1," G dr 1/i {r.f 1-- V/j,nk 6/i/ ,4;;M( ,.1r `j3l Gv, <f,�y s'�� re's. f i/' r/e C,Y .. i f 0 o )' 5ji .)/► r /).=•._.ti 0.17/4'e," Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: , Occupancy Type: Inspector' J/.-, _., j t, ,;_vv,;" Date: a io /// Hrs.: AO $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 r b • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: ( (----1-,-v.,,,,1-....C. v."'. 1 15 Type of Inspection: (6.) Li, , ," e c4- ; r.N..- Address: i4,160 Suite #: A I f t -Q Contact Person: r S ' -1--% Special Instructions: Phone No.: Approved per applicable codes. JZI\Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: . Monitor: Pre -Fire: Permits: Occupancy Type: (over,. ,r..•() ! o. _e-iec. ;-" �pcc41.� (PeW z 4"d P) clJfPGk'^ M i i. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .I..) ` Date: z /1 111 Hrs.: 7. v i / $80.00 REINS ECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /0 -s -a3q 1 10- )94 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: _ Type of Inspection: Address: ' 213 0 0 Suite #: /4 p W Contact Person: tNe 57 y1-t,,,, f We'-)1 1 P?,,,, Special Instructions: 24 kA. Phone No.: — 5- 27_ 1(7 / r.'' L 1-N Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: . Pre -Fire: Permits: , - 24 kA. S 4 F rJt51. ii-e SSAr- ! -e 5-± /O 30 NRA 12,2A3 . I j! I r'L St 7 %NA Li / P S3 r o4n -t i %\ `{ 1 i t ' 5 • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: , - Occupancy Type: Inspector: � � .-� ViA Date: Hrs.: j. i $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from .. the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit IO -/9t/ . PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: (m,., ,r :„, , i. j' ; //5 Type of Inspection: "s- f (n v 11 .,.t. e) Pf c % c... --- / ) 71A al Mos/ Address: 1c6 r oo Suite #: A P w Contact Pef son: 1, tf e 4-'; w' 5 /Je<7/ Special Instructions: 41 ' _ ". €v pis; ,,,.v N,,ej, S 542"`rlieJ le 0664A - -/ e1f.a (14 H- Phohe No.: z ‹.-3 - 4..3..,_. /7 yg Approved per applicable codes. 7Corrections required prior to approval. COMMENTS: .if //� % r f J&1 .•d+ cjpP ! (-7',v tMrw f-t[3nr ,x, -V Z/ Y A G-rri r c. ,/4e / 5— Fire Alarm: 4N • . — 1JJ 449 1 i R. 3 r INSPECTION NUMBER INSPECTION RECORD _etain a copy with permit - > 231 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: r 4 6 , . , AdS.a,� Jxl Gtr . 1 k Type of I pection: d v 6 o4- c a,, we a c Lrv. an Address: iy.,1o0, Suite #: Ap(Ai C tact Person;, _ / C- q (Iir�- -Leif >S d l .1/ S� P S ecial Instructions: p . 2 IA v. vc 4A, Phone No I6 e- i`. c.'-- , 609 7 ,/ Approved per applicable codes. 4 Corrections required prior to approval. COMMENTS. _1) Av i C•k c -, ,. .1 7/ o Fire Alarm: Hood & Duct: Hrs.: Monitor: Pre -Fire: 2 IA v. vc 4A, 4W i oll t Cr 5(eve ()CeV t, j ./.40i. A, . / . \LA Zoo p 7 I ci //, :)'11C 4 �1 __ ,,,, e • CA" . ! .... • Needs Shift Inspection: Sprinklers: , l�nA`3- G1 Fire Alarm: Hood & Duct: Hrs.: Monitor: Pre -Fire: Permits: t Occupancy Type: • Inspector: '� , l�nA`3- G1 • Date: 217 i , , Hrs.: z S $80.00 REI SPECTION FEE REQUIRED. You will receive an invoie from the City of Tukwila Finance•Department. CaII to scheduleia reinspection. • T.F.D. Forrei F.P. 113 Word /Inspection Record Form:Doc . 1/13/06 • I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D/o /Q_ -S-= ?3q PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Se (A't- < } C` of . to . 115 t Type of Inspection: S P Co v --.a'- Jf4t/2o Address: / g j oo Suite #: /i) tt) Contact Person: iefrfvo cl Special Instructions: Monitor: Phone No.: 43-0k, .. S-8? - "7 ( -V Approved per applicable codes. Eorrections required prior to approval. COMMENTS: s-3- Sprinklers: -• Fire Alarm: Hood & Duct: Monitor: • fil D2e /co,/ -er 2,.+e) c'10 d 2 /Ooo ? 3. /3a CD 1/1-4D hLr� — 4 ALL c- e,ki� -es2, I�`Q tS i-N A e y —01' _ Cra- 4" . . . . C�K, 'hv �L� -fir-.00 C.e � �� , 14' d tJ►:_ "(24.a4 —�, Needs Shift Inspection: s-3- Sprinklers: -• Fire Alarm: Hood & Duct: Monitor: • Pre -Fire: ' Permits: Occupancy Type: Inspector: s-3- Date:. _ E- 0/ Hrs.: 80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 0 l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit s_a q niu - lq PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 60,A (J°c --A- c Gam- \!s Type of Insp colon: Sid /h.d /11 /cc..).. / SI-- � Address: / V' p 0 Suite #: 1 '/ c/ Contact Person. X110,<��. . R - . Special Instructions: Pri b 4(Ac• r . -U4 Phone No.: I Approved per applicable codes. €orrections required prior to approval. COMMENTS: li .64^ c7 Sprinklers: Fire Alarm: . Hrs.: at Hood & Duct: Monitor: oe X110,<��. Q� prpstis) Pri b 4(Ac• r . -U4 / / I !mot (a 4.0 c.1v4JL -0-- . r d'51--- 0-4?e ha pry I Ci. L, .) u ‘..\-L. 50 14:314-0 clooms. , Needs Shift Inspection: .64^ c7 Sprinklers: Fire Alarm: . Hrs.: at Hood & Duct: Monitor: oe Pre -Fire: Permits: Occupancy Type: Inspector: .64^ c7 Date: 1//W/ ( Hrs.: at 041- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from • the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 �o - T.F.D. Form F.P. 113 September 15, 2010 Allen Johannessen City of Tukwilla, Building Plans Examiner 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Development Permit Application No.: D10 -194 Project Address: 18100 Andover Park West Project: Continental Mills Dear Allen, burgess design] interiors 0 architecture CORRECTION RECEIVED SEP 15 2010 PERMITCENTER We are submitting these corrections in response to your correction letter dated September 3, 2010. We have provided your comments as well as our response in italics. 1. The code sheet refers to occupancy "C ". Current 2009 building codes do not have a "C" occupancy. Please revise notes to show the correct occupancy with all relative calculations. Response: As far as I know there has never been a "C" Occupancy. This was a mistake on our part and has been corrected on Sheet G.0.2. The area has been added to the A- 3 Occupancy type. 2. The training room occupancy calculation is shown to be 20 ft. per occupant. Training room calculation shall be 15 sq. ft per occupant. Therefore the occupant calculations shall be different than shown and needs to be revised for each assembly area. In addition the training room 204 now has an occupant load of 57 and therefore two exits are required. Doors shall swing in to the direction of egress travel. Show the one door #204 reversed to swing in to the direction of egress travel. Provide for a second door to exit from that space where exit access shall not pass through break rooms or storage rooms unless a demarcated wall is installed where exit access shall not be interrupted. Please note: the accordion door must be treated as a wall and will not be considered for egress. (IBC Table 1005.1, 1014.1 & 1008.1.2). Response: We have changed the calculations to reflect the 15 sq. ft. per occupant for Training Rooms 130 and 204. Due to the occupant load exceeding 50 we have added a second door to the training room 204 and changed the direction of swing to swing in tthe direction of egress travel. Refer to both Sheets G.0.2 and A.2A.2. 3. The code notes indicating the number of exits is inconsistent with number of exits indicated on G.0.0 Number of exists on 1st floor is shown twice. Revise to be consistent with the plans. 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net A A w W • • burgess design I interiors 0 architecture Response: Note No. 5 of the Building Summary has been changed and only references Code Sheet G.0.2 which will reflect the correct number of exits. The "Exit" notation for Building Receiving 139 has been removed as it is an exit for that room, but not a building exit.. 4. Revise the egress travel plan on sheet G.0.0 to be consistent with the revised egress plan G.0.2. Response: We have removed all references to egress travel from the Key Plan on G.0.0. It will just serve as a reference. 5. The egress illumination indicated on the plan is not sufficient to meet egress illumination. Emergency illumination shall be provided along the paths of egress and shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. This shall also be coordinated with the reflective ceiling lighting plan. Provide an egress plan to show or indicate sufficient egress illumination along the paths of egress (IBC Section 1006). Response: We have revised the reflected ceiling plan and the Egress Plan to indicate adequate egress and emergency lighting. We have also revised some of the exiting on the reflected ceiling plans and egress plans. Refer to Sheets G.0.2, A.28.1, and A.28.2. We have also included a simple calculation showing the illumination of our 2x4 fixture in a generic room layout to be used for reference. 6. Lunch room 144 and break room 238 show the seating encroaching into the egress paths. Revise plan to show the egress paths clearly marked and no obstruction elements shall be placed within the egress pathways. Response: For Lunch Room 144 we have modified the flooring materials so that the room is divided into (4) types of areas as defined on Sheet G.0.2. There is a walk -off mat area designated as the entry area. This divides up the other three areas. One area is all carpet and is for a cafeteria style seating area. Adjacent to this is the (4) top table area on a vinyl flooring. This is also reflected in the ceiling which mirrors the vinyl flooring. The fourth area is the carpet area which extends from the corridor area and continues to the walk -off matt entry area. This is used for egress and circulation. For Break Room 238 we have changed the egress path so that it goes around the break room using corridor paths in lieu of the Break Room. We have shown this on Sheet G.0.2. 7. Some notes in the plans refer to outdated codes. As of July 1 2010 City of Tukwila adopted the 2009 International Building codes. Please review plan sheets and revise plan notes to show plans and details in compliance with the current 2009 International Building codes including 2009 UPC, 2006 WSEC, 2003 ANSI as well as all other related local building codes. Code references shall be noted on the cover sheet G.0.0. Response: We have revised the Cover Sheet G.0.0 so that it references IBC 2009 and have added UPC 2009 and WSEC 2006. This drawing set was prepared to be within 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net • • burgess design interiors 0 architecture compliance of the current codes. We just forgot to change the references. We have also added a note to the construction and reflected ceiling plan sheets A.2A.1, A.2A.2, A28.1, and A.2B.2 that reads "THESE PLANS HAVE BEEN PREPARED TO BE IN COMPLIANCE WITH THE CURRENT CODES AS REFERENCED IN THE BUILDING SUMMARY ON SHEET G.0.0." 8. Stair detail "P- A.8.1" show a dimension of 7 -3/8" from top of stair back plate to bottom of above stair. This detail needs to be clarified to show the dimension top of stair to top of next step. Response: Detail bottom of ab described,. shown 6r c sho -A. 8.1 shows a dimension of 3 7/8" from the top of stair back plate to tair. This is a reference to the maximum opening allowed as IBC 2009 Commentary Figure 1009.4.5(2) of page 10 -72. It is also struction purposes of the stair tread pan and back plate. Detail N /A.8.1 dimension from top of stair tread to top of stair tread of 6 7/8': y organ Architect of Record 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net STATISTICS Continental Mills - Egress Lighting Calc @ Floor Level Description Symbol Avg Max Min Max/Min Avg/Min Workplane 2.0 fc 11.0 fc 0.2 fc 55.0:1 10.0:1 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts LM-1 1 FLU242T8PS:1 2950 072 55 ES Plan View Seale 1" 12 8' i . IIIi 1.0.3 1 I 1 I ! +0.8 ; I ! 4 I" ! • + 8. I 2.4 • • 0.3 + . 12.8 1 I 1 +1 .0 I I , 1 12.7 I i 0.3 i +O. ! : I ' 12.3 ' 1...., +4 I t2,3 10.3 I : +0.8 ; . i,eI 1 i I 1 11,0 I ! I " ! 1 I I . +01 ■ • i . 1 11,0 : , : : 1 ; 1 , 1 i : 1 ! 1 , ' ' 1 4 . . . 1 . , i : . 1 I 1 i r I ' Plan View Seale 1" 12 8' • City of Tu4,_ Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 3, 2010 Randy Morgan 1326 5th Av NE — Suite 500 Seattle, WA 98101 RE: Correction Letter #2 Development Permit Application Number D10 -194 Continental Mills —18100 Andover Pk W Dear Mr. Morgan, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -194 W:\Permit Center \Correction Letters\2010'D10 -194 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Building Division Review Memo Tukwila Building Division Allen Johannessen, Plan Examiner Date: September 3, 2010 Project Name: Continental Mills Permit #: D10 -194 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The code sheet refers to occupancy "C ". Current 2009 building codes do not have a "C" occupancy. Please revise notes to show the correct occupancy with all relative calculations corrected. 2. The training room occupancy calculation is shown to be 20 ft per occupant. Training room calculation shall be 15 sq. ft per occupant. Therefore the occupant calculations shall be different than shown and needs to be revised for each assembly area. In addition the training room 204 now has an occupant load of 57 and therefore two exits are required. Doors shall swing in to the direction of egress travel. Show the one door #204 reversed to swing in to the direction of egress travel. Provide for a second door to exit from that space where exit access shall not pass through break rooms or storage rooms unless a demarcated wall is installed where exit access shall not be interrupted. Please note: the accordion door shown must be treated as a wall and will not be considered for egress. (IBC Table 1005.1, 1014.1 & 1008.1.2) 3. The code notes indicating the number of exits is inconsistent with number of exits indicated on G.0.0. Number of exits on 1 S` floor is shown twice. Revise to be consistent with the plans. 4. Revise the egress travel plan on sheet G.0.0 to be consistent with the revised egress plan G.0.2. 5. The egress illumination indicated on the plan is not sufficient to meet egress illumination. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. This shall also be coordinated with the reflective ceiling lighting plan. Provide an egress plan to show or indicate sufficient egress illumination along the paths of egress. (IBC Section 1006) 6. Lunch room 144 and break room 238 show the seating encroaching into the egress paths. Revise plan to show the egress paths clearly marked and no obstructing elements shall be placed within the egress pathways. (IBC 1003.3.3, & 1014.2 #1) 7. Some notes in the plans refer to outdated codes. As of July 1 2010 City of Tukwila adopted the 2009 International Building codes. Please review plan sheets and revise plan notes to show plans and • • details in eiance with the current 2009 International Building codes including 2009 UPC, 2006 WSEC, 2003 ANSI as well as all other related local building codes. Code references shall be noted on the cover sheet G.0.0. 8. Stair detail "P- A.8.1" show a dimension of 7 -3/8" from top of stair back plate to bottom of above stair. This details needs to be clarified to show the dimension top of stair to top of next step. 9. Please provide complete sets of plans with the corrected sheets. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • City of O, Tula Jim Haggerton, Mayor Department of Community Development August 20, 2010 Randy Morgan 1326 5th Av NE — Suite 500 Seattle, WA 98101 RE: Correction Letter #1 Development Permit Application Number D10 -194 Continental Mills —18100 Andover Pk W Jack Pace, Director Dear Mr. Morgan, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 - 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -194 W:\Pennit Center \Correction Letters\2010\D10 -194 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: August 10, 2010 Project Name: Continental Mills Permit #: D10 -194 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a means of egress plan. We prefer to see the means of egress depicted as a shaded path through the space connecting at least two exits when two or more exits are required. The common paths leading to the means of egress should not be shaded. The maximum distance a person can travel from a most remote point to the means of egress is 100 feet . Once a person reaches the means of egress pathway, they need to be able to travel in at least two distinct directions to an exit. The means of egress path is required to have emergency lighting along its entire length at intensity levels averaging one foot candle at the floor level. Please show compliance with this requirement on plans. This plan is also a good place to show placement of lighted exit signage. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ERMITCOORDCORY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -194 PROJECT NAME: CONTINENTAL MILLS DATE: 01/25/11 SITE ADDRESS: 18100 ANDOVER PK W Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: bding 7sion re en on2 A i th is ►off ���, Structural n mot ■,■ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete EP Comments: Incomplete ❑ DUE DATE: 02/01/11 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: DUE DATE: 03/01/11 Approved , Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing sl ip.doc 2 -28 -02 g r COPY • it i "_:� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -194 PROJECT NAME: CONTINENTAL MILLS SITE ADDRESS: 18100 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # DATE: 09 -15 -10 X Response to Correction Letter # 2 Revision # After Permit Issued D PARTMENTS: ilk M B i ng ivision Public Works n Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete )4 Incomplete n Comments: DUE DATE: 09-16-10 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 I Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: 1\4.Approved with Conditions DUE DATE: 10 -14-10 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 II/ PERMIT coon COP`f PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -194 DATE: 08/25/10 PROJECT NAME: CONTINENTAL MILLS SITE ADDRESS: 18101 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPAR EN S: ding Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete X Comments: Incomplete n DUE DATE: 08/31/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DUE DATE: 09/28/10 DATE: Permit Center Use Only ' T U CORRECTION LETTER MAILED: Departments issued corrections: Bldg' Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing stip.doc 2 -28 -02 PERMIT CAL) COPS - PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -194 PROJECT NAME: CONTINENTAL MILLS DATE: 07/27/10 SITE ADDRESS: 18100 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPA TMEN S: B ildin l • l p °$ vl ion JAS M/,9- le, Public Works 't J ,414) S 'V Fe reventi Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete tA, Comments: Incomplete DUE DATE: 07/29/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route 1:%-,1, Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 08/26/10 Not Approved (attach comments) 1X1 DATE: Permit Center Use Only ((�� CORRECTION LETTER MAILED: V 10 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: Cioylki Qh� I 11/4A1 I l SITE ADDRESS: I'1 1f? ikll�L VIA/ PIL- J PERMIT NO: _ D10- 4 ORIGINAL ISSUE DATE: DP\ 21-i I l 0 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS _0 t12_le Ali oAvilit � Summary of Revision: c i -,t,r- Cd u$" ■ t 4 o 0kt V i tW P t vi Sr SC/yr $e' 2- d, r ■ 4' • i i t Received ed b tit I t 1 D/ ;A REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (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: I • 2 6 - 1 1 Plan Check/Permit Number: O I D I C1 ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # *- after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: (1_ i V11).4,J- . l Wit l l Project Address: j j j 611 A14,5 \i\Qni 1011 w Contact Person: tri V11.wy1 ,Lps. Summary of Revision: "T, n �Kw7L.4 JAN 261011 rt�Mll QENTER Phone Number: Zl) (v - / 76 Q,vnc49_ 4 cu r ri. a 4 o QJ Anct I �1r o eteLLA y.'e 14-677,b d 'rutrh.1 - .5w actrt,cin Akid .,. t_ - Z eAfir .} t, 1\1 k-5, .-(67 Sheet Number(s): fir,/ "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:\ApplicationsWorms- Applications On Line\2010 Applications V-2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 1-2010 • City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D10-194 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1. ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Continental Mills Project Address: 18100 Andover Pk W Contact Person: V.A. s' fil0a6Dt-.) Phone Number: 2-06 54L-01.17 Summary of Revision: 12.el ,SZ D kft4 D CO RQ.F.Cb1O .) L D4.% RED CITY OFTUKWILA P.1.5.2010 PERMIT CENTER Sheet Number(s): G.o 0, G.o.z/ A.7.46.1/ a.23•Z- a•23 I/ A.2. -ld.4 ) :iv .7_ "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 -IS —( \applications \forms - applications on Tine \revision submittal Created: 8 -13 -2004 Revised: • • • City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 000 Plan Check/Permit Number: D10-194 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Continental Mills Project Address: 18101 Andover Pk W Contact Person: -4WD'? Pt 0E6150 Phone Number: ZO' 342 -0117 Summary of Revision: Pte- CDR-1a (GO L1' ." Cs AZ Awes) mod» E6P 5S vow/ EXn stw5� EcAs.�s U1 Tt 6• Xb.1 - G +iG24) -Pqo - Iih Pa SUDP' lb S6)I06 ■Hb. c uA ,06 ''D eXtT 5160 LOC TIc J3 D161 44.!, Big p$/7S a 9.1 - vpwa. JtStoA-,S "Th -pain - kiA.estaksta. sc.> ttpu1* ( 5Pecific*np 1 UP6c.9av &Uo &>~ oa SoFF1T Fti6IY006 AVA 1.z 4.613 - upotrptu Gvoots . oa sett 44 P ' & D9 j /a1.? - a wee. 4olsi a-ter.0M joFo. td $. - V P517,e-p Stitoe Uitd.. too S G11A D st1.t9- Fi I,‘tS1l Sheet Number(s): bse. S AR'�• "Cloud" or highlight all areas of revision including date of revision onvo,sivea Alts 2:11%44 410 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Cr`lc[� \ applications \forms - applications on Tine \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople P, ter 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 G L Y CONSTRUCTION INC UBI No. 578078500 Phone 4254518877 Status Active Address Po Box 6728 License No. GLYCOI *01809 Suite /Apt. License Type Construction Contractor City Bellevue Effective Date 9/29/1999 State WA Expiration Date 9/30/2010 Zip 980080728 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 GALLLI'337CF GALL LANDAU YOUNG CONST CO IN Construction Contractor General Unused 2/6/1967 9/30/1999 Archived HARVAEC978LT HARVARD ESTATE CONSTRUCT LLC Construction Contractor General Unused 6/30/2003 12/28/2009 Expired Business Owner Information Name Role Effective Date Expiration Date YOUNG, FRANK N JR President 05/01/1975 Bond Amount ANDERSON, ROGER L Vice President 05/01/1975 6361244 HARDY, VAN Vice President 05/01/1975 KILCUP, LEROY C Vice President 05/01/1975 ST PAUL FIRE /MARINE INS CO 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 7 INS CO OF AMERICA 6361244 09/30/2005 Until Cancelled 1 $12,000.0009/29 /2005 6 ST PAUL FIRE /MARINE INS CO JX4513 09/30/2001 09/30/2005 $12,000.0009/21 /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 27 NATIONAL FIRE INSURANCE COMPAN 2086884539 09/30/2008 09/30/2010 1 $1,000,000.0009 /28/2009 26 VALLEY FORGE INS CO 2086884539 09/30/2006 09/30/2008 $1,000,000.0009 /24/2007 25 VALLEY FORGE INS CO 2086884539 09/30/2005 09/30/2006 $1,000,000.00 09/29/2005 24 ARCH INS CO 71PKG3616401 09/30/2004 09/30/2005 $1,000,000.0009 /29/2004 23 ARCH INSURANCE COMPANY 71GPP1968000 10/30/2003 09/30/2004 $1,000,000.00 10/30/2003 22 ST PAUL FIRE & MARINE INS CO KK08400373 09/30/2003 10/31/2004 51,000,000.00 10/03/2003 https://fortress.wa.gov/lni/bbip/Print.aspx 09/24/2010 ENLARGED STAIR PLAN -1ST FLOOR 3/8 " =1' -0" ENLARGED STAIR PLAN- 2ND FLOOR 3 /9 " =1'-U" 3/8" GLAZING GUARDRAIL POST BRACKET -SEE SK -4 HANDRAIL 0 STAIR SECTION 3/8" = 1' -0" STAIR TREADS DUAL BLADE GUARDRAIL POST 3/8 "GLAZING 1/2" MTL STAIR TREAD SUPPORT BRACKET STAIR DETAIL BOTTOM CHANNEL GUARDRAIL SUPPORT BRACKET TUBE 8"X3" STEEL STRINGER NTS TS 8X3 W/ ELECTROSTATIC APPLIED SCUFF MASTER PAINT (OR APPROVED EQUAL) - COLOR TBD 1/4" STL. BASE PLATE WELDED TO BOTTOM OF TS 8X3 W/ ELECTROSTATIC APPLIED SCUFF MASTER PAINT (OR APPROVED EQUAL) - COLOR TBD. ALL EDGES SHOULD BE EASED AND SMOOTH. BASE PLATE TO EXTEND OUT BEYOND TS 3/8" ALL AROUND (4) 1/2" HILTI STL STEEL KWIK BOLT 3 CONC. ANCHORS W/ 3 1/2" EMBEDMENT STRINGER CONNECTION DETAIL T.S. STRINGER RAIL T.S. 3 "X3" POST. (4) LOCATIONS -(2) AT EACH LANDING LINE OF CEILING— SOFFIT BEYOND (J 11" • STAIR SECTION d 4.-41M1111 E STAIR DETAIL CON -1 MORTAR CONCRETE 1/4" FAUX METAL SUPPORT BRACKET GUARD RAIL POST BRACKET STAIR TREAD SUPPORT BRACKET 1/4" MTL W/ THRU BOLT - FINISH TBD PERFORATED MTL 16 GA. RISER SCREEN W /HEX HEAD WASHER FASTENERS TUBE 8"X3" STEEL STRINGER NTS TS 3X3 W/ ELECTROSTATIC APPLIED SCUFF MASTER PAINT (OR APPROVED EQUAL) - COLOR TBD 1/4" STL. BASE PLATE WELDED TO BOTTOM OF TS 8X3 W/ ELECTROSTATIC APPLIED SCUFF MASTER PAINT (OR APPROVED EQUAL) - COLOR TBD. ALL EDGES SHOULD BE EASED AND SMOOTH. BASE PLATE TO EXTEND OUT BEYOND TS 3/8" ALL AROUND (2) 1/2" HILTI STL STEEL KWIK BOLT 3 CONC. ANCHORS W/ 3 1/2" EMBEDMENT STAIR POST CONNECTION DETAIL 0 3/8" = 1' -0" ISE1== rr'e ' PERMIT FF OUIRED FOR: 1 4echanical Electrical 1 tumbing I;Kas Piping City of Tukwila fLOING DIVISION GUARD RAIL DETAIL TOP RAIL -METAL W /ELECTROSTATIC APPLIED SCUFF PAINT (OR APPROVED EQUAL) COLOR TBD DUAL BLADE GUARDRAIL POST -METAL W /ELECTROSTATIC APPLIE SCUFF PAINT (OR APPROVED EQUAL) COLOR TBD CONTINENTAL MILLS FOOD PRO-DUCTS Of (*WC/ Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 No egym1"7.... c NOTE: and P ,II be made to the scope out prior approval of Division. '1 requke a new plan submitt.I d Iona! plan review fees. 1 burgess design I interiors 0 architecture 1326 fifth Avenue Suite 500. Seattle . WA 88101 TEL: 206.587.7120 FAX :206. 587.7122 All reproduction & intellectual property rights reserved c 2010 FILE ti.OPY Permit No, Plan review gproval is ct to ems and omissions. Approval of con on documents does not authorize I'm violation of any adopted code oro dinatme. Receipt of approved Feld Copy and oeMbons is adaow1edged: INTERMEDIATE RAIL -METAL W /ELECTROSTATIC APPLIED SCUFF PAINT (OR APPROVED EQUAL) COLOR TBD 3/8" GLAZING BOTTOM RAIL -METAL W /ELECTROSTATIC APPLIED SCUFF PAINT (OR APPROVED EQUAL) COLOR TBD DIRECTLY APPLY GWB TO ANGLE AT SLAB EDGE. EDGE OF OPENING 5/8" GWB EXISTING BEAM 23" 25 GA. MTL STUDS a O.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING (1) POWDER ACTUATED HILTI -X -U FASTENER 0 24" O.C. W/ 3/4" EMBEDDMENT. GWB SUSPENSION SYSTEM. REFER TO RCP. FIN. CLG REFER TO RCP REVIEWED FOR CODE COMPLIANCE NTS APPEMED FEB 07 2011 Crtyof 'la BUILDING VI!.SIfN CON -1 MORTAR CONCRETE 1/4" ST. SUPPORT EXIST. BEAM WEB (2) 5/8" STRUCTURAL BOLTS A325 W /WASHER EACH SIDE, TYP. (4) 5/8" STRUCTURAL BOLTS A325 W/ WASHERS TUBE 8"X3" STEEL STRINGER crrYROSILA JAN 2 6 2011 PERMTCENiER STAIR CONNECTION TO BEAM TO BE REVIEWED & APPROVED BY LANDLORD STAIR CONNECTION TO BEAM DETAIL B Date: City tfbta BUILDING DIVISION Professional seal 8021 No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 ASI NO. 1 08.23.10 PERMIT REVISIONS 08.25.10 PERMIT REV. NO. 2 09.14.10 ASI NO. 4 10.15.10 ASI NO. 6 ASI NO. 8 10.29.10 11.12.10__ rtiirii Ii \.111 i i 1� 1s tVIV!® ./11/1111.•- Drawn by: RW Reviewed by: CS Project No: 09- 0144 -00 ENLARGED STAIR PLAN/ DETAILS Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.8.1 BOTTOM OF / 1 STRUCTURE 1 PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION —WHERE NOTED ON PLANS 12" LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2 1/2"x25 GA METAL STUD BRACING 0 48" OC TO STRUCTURE SUSPENDED CEILING AS SCHEDULED GRID SPACER BLACK METAL TOP TRACK ATTACHED TO BRACING W/2 SELF — TAPPING SM. SCREWS O 48 "oc, AND 3/4" PIPE SLEEVES PROVIDE INSULATION 2 1/2" X 25 GA METAL STUDS O 24" OC, TO 1O' -7" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS. PROVIDE MOISTURE RESISTANT G.W.B. AT ALL PARTITIONS ADJACENT TO OR AT BACK OF PLUMBING FIXTURES. FASTENED TO FRAMING W / #6 SCREWS 0 12" O.C. POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB INTERIOR CEILING HT. PARTITION 0" BOTTOM OF STRUCTURE 4" 8" 3 " =1' -0" 12" PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 1/4" (PARTITION R, TYPE 'D' 12" LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2 1/2 "x25 GA METAL STUD BRACING 0 48" OC TO STRUCTURE 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF — TAPPING SM. SCREWS O 48 "oc, AND 3/4" PIPE SLEEVES SUSPENDED CEILING AS SCHEDULED 1/2" REGLET TO MATCH BLACK TRACK REVEAL INSULATION 2 1/2" X 25 GA METAL STUDS 0 24" OC, TO 10' -7" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS, FASTENED TO FRAMING W/ #6 SCREWS 0 12" O.C. POWDER DRIVEN FASTENER O 24" O.C. MET. RUNNER TRACK SEALANT CONCRETE SLAB SIM CONDmON: PROVIDE GWB ON ONE SIDE ONLY 12" 3 " =1' -0" G PARTITION TYPE 'A' BOTTOM OF STRUCTURE ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK 1/2" REGLET TO MATCH BLACK TRACK REVEAL CEILING AS SCHEDULED 2 -1/2" X 20 GA. METAL STUDS STUDS 0 24" OC, TO 12' -3" MAX. HEIGHT 1 LAYER OF 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS, FASTENED TO FRAMING W /#6 SCREWS 0 12" O.C. INSULATION UON ON PLANS POWDER DRIVEN FASTENER 0 24" O.C. MET RUNNER TRACK SEALANT CONCRETE SLAB 0" BOTTOM OF STRUCTURE 4" 8" 3 " =1' -0" 12" PARTITION TYPE 'E' 0" 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' -0" OR LESS 2 1/2 "x25 GA METAL STUD BRACING 0 8' -0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5' -0" TO 10' -0" SHALL USE NESTED OR BACK TO BACK 3 -1/2° 25 GA. STEEL STUDS. ABOVE 10' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs. /P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8" CONT. FOAM SOUND ISOLATION TAPE BLACK METAL TOP TRACK ATTACHED TO BRACING W/2 SELF— TAPPING SM. SCREWS O 48 "oc, AND 3/4" PIPE SLEEVES INSULATION WHERE NOTED ON PLANS 2 1/2" X 25 GA METAL STUDS O 24" OC, TO 10' -7" MAX HEIGHT 1 LAYER 5/8" TYPE "X" GWB ONE SIDE ONLY. FASTENED TO FRAME W/ #6 SCREWS 0 12" O.C. POWDER DRIVEN FASTENER 0 24 "O.C. METAL RUNNER TRACK SEALANT CONCRETE SLAB 8 12" 3 " =1' -0" 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE —TYP. 8 GA. VERTICAL HANGER WIRE AT 4' -0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SECTION 1621 MINIMUM STANDARD PER SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH CITY OFFICIALS. H GWB SEISMIC DIAGRAM 5/8" G.W.B. ATTCHED TO CROSS RUNNERS ONLY. EXISTING STRUCTURE II III AL FIN. CLG f I 1 REFER TO RCP VERTICAL TRACK ATTACHED TO EACH MTL. STUD W /(2) # 6 SCREWS, TYP. 4 FIN. CLG REFER TO RCP SOFFIT SECTION II� i IIma L / EXTENT OF SOFFIT © H & J TYPE WALL REFER TO DETAILS N & P /A.9.3 NTS 12 GA. BRACING WIRE A SEISMIC COMPRESSION STRUT 2 GA. VERTICAL HANGER WIRE AT (-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1621 MINIMUM STANDARD: SECTION 9.6 ASCE 7. SEE NOTES ON M /A.9.2. D ACT SEISMIC BRACING DIAGRAM & NOTES 7 SEE PLANS / ELEVATIONS 0 12111111111111111121111111111111111111 111IIIIVD21111IIll➢WVllll -0" GWB TOP CAP 1/4" QUIRK PAINT BLACK J —BEAD — FINISH AND PAINT TO MATCH WALL COLOR. 5/8" TYPE "X" GYP METAL STUDS / INTERMEDIATE SUPPORT PROVIDE INTERMEDIATE PARTIAL HEIGHT PARTMON SUPPORT POSTS AS NEEDED. PROVIDE PARTIAL HEIGHT SUPPORT POSTS AT ALL OPEN ENDED WALL TERMINATION, TYPICAL. SEE P /A.9.2 METAL BOTTOM TRACK SECURED TO SLAB BASE AS SCHEDULED I FLOORING AS SCHEDULED ® ) llll1VVIllIHUlllllllllllllilf PARTITION TYPE 'B' GLAZING C MULLION EXISTING WINDOW MULLION ALUM. BREAK SHAPE, TO MATCH EXISTING MULLION FINISH W/ 1/2" RIGID FOAM INSULATION 2 1/2" JAMB STUD EXISTING EXTERIOR WINDOW SILL 0" 4" 8" 12" 3 " =1' -0" 2i" 20 GA. MTL STUDS 0 24" O.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING (1) POWDER ACTUATED HILTI —X —U FASTENER 0 24" O.C. W/ 3/4" EMBEDDMENT. TYP. 0 SOFFIT FRAMING SCHEDULED A.C.T. CEILING 2 1/2" 25 GA. METAL STUD CROSS BRACING 0 8' -0" O.C. ATTACH TO VERTICAL STUD W /(2) #6 SCREWS CONTINUOUS CORNER BEAD (TYP.) (1) ONE LAYER r GYPSUM BOARD CEILING SIM CONDITION: PROVIDE F.T. BLOCKING ATTACHED TO EACH JOIST W/ (2) #6 SCREWS FOR DEMOUNTABLE WALL ATTACHMENTS 23" 25 GA. MTL JOISTS 0 24" O.C. CO) ISOMETRIC PARTN TYPE AS SCHEDULED 2 1/2" X 2 1/2 X 3/16" STEEL TUBE POST 3/16" 2 1/2" X 7 1/2" X 1/4" STL BASE PLATE ANCHORED TO FLOOR (4) 1/2" DIA. EXP. BOLT ANCHORS WITH 2 -1/2" MIN. EMBED PLAN 4/11/ 3/4" TYP. NTS e O EXISTING WINDOW MULLION — EXTERIOR WINDOW SILL — 2 1/2" JAMB STUD GLAZING \\\ ALUM. BREAK SHAPE, TO MATCH EXISTING MULLION FINISH W/ 1/2" RIGID FOAM INSULATION CORNER MULLION VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: 2006 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7 -05) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION ( CISCA). PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER IBC 1621.1.2 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7 -02 ITEM 9.6.2.6.2.2a. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. PER CISCA ZONES 3 -4 THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7 -05 ITEM 9.6.2.6.1. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASCE 7 -05 SECTION 9.6.2.6.2.2. ITEM f. LATERAL FORCE BRACING LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACINGS IS REQUIRED FOR CEILINGS OVER 1,000 S.F. AND NOT REQUIRED FOR CEILINGS UNDER 1,000 S.F. IF THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. PER ASCE 7 -05 SECTION 9.6.2.6.2.2 ITEM c. LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN WITHIN 6' FROM WALLS. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES SHALL BE 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO ;EXCEED 45' FROM THE PLANE OF THE CEILING. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. PER CISCA 3 -4. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASCE SECTION 9.6.2.6.2.2. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER CISCA 3 -4. WALL MOLDINGS WALL MOLDINGS ( PRIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE I FREE TO SLIDE. PER ASCE 7 -05 SECTION 9.6.2.4.2.2 ITEM b. MOULDING DIMENSIONS MUST BE CONSISTENT AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANANGEMENT AND CITY APPROVAL. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). PER CISCA SEISMIC ZONES 3 -4. THERE SHALL BE A MIN. 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN— ATTACHED WALLS. PER ASCE 7 — SECTION 9.6.2.6.2.2 ITEM b. ALTERNATE: BERC -2 CLIP CAN BE USED WITH WALL MOLDING HAVING A HORIZONTAL FLANGE OF 7/8" WIDE WITH APPROVAL OF LOCAL JURISDICTION. BERC -2 CLIP IS TESTED IN ACCORDANCE WITH ICC —ESR -1308 REPORT. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. PER CISCA SEISMIC ZONES 3 -4. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. COUNTER SLOPING WIRES TO BE A PAIR OF WIRES SLOPING AWAY FROM GRID MEMBER IN OPPOSITE DIRECTIONS AT A MIN. 45' ANGLE FROM PLANE OF CEILING. PER ASTM C 636 SECTION 2.1.4 HANGER WIRES SHALL BE 12 GAGE AND SPACED 4" O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3 -4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. PER CISCA ZONES 3 -4 POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. PER ASCE 7 -05 SECTION 9.6.1.6.5. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER CISCA ZONES 3 -4. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FORM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER CISCA SEISMIC ZONES 3 -4. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7 -05 ITEM 9.6.2.6.2.2D. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEILINGS WITOOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASCE 7 -05 9.6..6.23.2 ITEM E. 0" 4" 12" 1' -O," DEMOUNTABLE PARTITION BY FURNITURE VENDOR PAINTABLE SEALANT STANDARD GWB ITION PER PLAN (:ODE REVIEWED , E COMMA APPRAVED FEB 0 7 2011. City ot Tukw la BUILDING DIVISION coN NEN 1 L FOOD !ROOF/CIS OF L Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors Q architecture 1325 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 5873122 All reproduction & intellectual property rights reserved c 2010 Professional seal cmYRKSu+ JAN 2 0 2011 PERMIT CENTER STANDARD WALL @ DEMOUTABLE PART. 0" 4" 8" 12" 3 " =1' -0" No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 ASI NO. 1 PERMIT REVISIONS 08.23.10 08.25.10 PERMIT REV. NO. 2 09.14.10 ASI NO. 4 ASI NO. 6 ASI NO. 8 10.15.10 10.29.10 10 ASI NO. 13 11.12.10 01.20.11 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS PARTITION DETAILS Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.9.2 FOOD PROD U C T S OF CHOICE Tukw la, Washington PLANNING APPROVED . No des can be made to these plans without approval from the Penning Div s' m u# DCD Approved By: Date:, �b l burgess design interiors 0 architeec\ture 1326 Fifth Avenue Suite 500 Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 CODEC REVIEWED C APPRAV�p SEP 21 2010 City ��I(Wl18 BUILDING � Il��q►� SEPARATE PERMIT REQUIRED FOR: Meoharical 12( Becht& Pluirektg Gas ROW BUILDING G TDI ON REVISIONS No changes shall be dam a to the scope of work without prior approval of p ^ Tukwila Building, Division r1V7: ei'117.! j r7,cp1:7r0 G_ ra a e`er.- � %'._. -. :J� 4..._i �" p 'n°m' Sag i nag Os 12 1) — M L\ l C, f- l'.�rr review approval is subject to errors and omissions. .Oval of construction d r eats does not authorize v:olatiof; of any ado - . or ordinance. Receipt _ailt approved n 's acknowledged: proveo Fi rvld C ..„Ke Al "Pr ? -- /( . City Of Tukwila BUILDING DIVISION By Dat CITY OF TUKWILA JUL 272010 PERMIT CENTER �Io -I1 L-( GENERAL NOTES ARCH INTERIOR ABBREVIATIONS BUILDING SUMMARY LEGAL DESCRIPTION PARCEL NO. DRAWING INDEX 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. 1 1 . 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 H 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. 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. SYMBOLS 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 pH► - DISHWASHER RCP - REFLECTED CEILING PLAN DWG - DRAWING EA -EACH REC - RECESSED EL - ELEVATOR REF - REFERENCE ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE EQ -EQUAL REV - REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM RO - ROUGH OPENING EXT - EXTERIOR RTD - RATED FA - FIRE ALARM FD - FLOOR DRAIN SCHED - SCHEDULE FE - FIRE EXTINGUISHER SF - SQUARE FEET /FOOT FEC - FIRE EXTINGUISHER CABINET SHT _ _ SIM - SIMILAR FFE FINISH FLOOR ELEVATION FIN-- - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER SPKR - SPEAKER FLR - FLOOR EA ER FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL - STRUCTURAL - FURR FURRING STRUC - STRUCTURAL GA - GAUGE SYMM - SYMMETRICAL GC - GENERAL CONTRACTOR TBD - TO BE DETERMINED 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) METAL ( STEEL TOS - TOP OF SLAB HR -HOUR -Iyp - TYPICAL INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION VCT - VINYL COMPOSITION TILE LAV - LAVATORY - VERIFY IN FIELD LF - LINEAR FOOT VIF - WITH MATL - MATERIAL W/ - WATER CLOSET MAX - D - WOOD MDF - M DIUMMDENSITY FIBERBOARD WD W/O - WITHOUT 1. PROJECT ADDRESS: CONTINENTAL MILLS, INC. SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES 5 PARCEL NUMBER: 3523049121 LEGAL DESCRIPTION LOTS 3 & 4 OF CITY OF TUKWILA SHORT PLAT NO 86 -45 SS RECORDING NO 8609081152 AS AMENDED BY CITY OF TUKWILA LOT LINE ADJ NO 93 -0085 RECORDING `DRAWING ISSUED DATE 04/30/10 06/28/10 07/19/10 107/26/10 8/23/10 8/25/10 o rn • 3V4 5 GENERAL ► - II '- = - ' ■ - • = 2009 UNIFORM PLUMBING CODE - 2009 B • . ; , . . ; _ NFPA C ACCESSIBILITY NO 9311301961 AS LOT 4 DAF - PORTION OF SW 1/4 OF NE 1/4 AND OF GOV LOT 2 & 5 - BEGIN NE CORNER OF SW 1 /4 OF NE 1 /4 TH S 07 -44 -56 W 346.40 FT TH S 82 -15 -04 E 30 FT TO POB TH N 75 -05 -56 E 75.10 FT TH ALONG CURVE TO LEFT RADIUS OF 409.26 FT THRU C/A OF 58 -14 -17 ARC DISTANCE OF 415.99 FT TAP OF COMPOUND CURVE TH ALONG CURVE TO LEFT RADIUS OF 572.96 FT THRU C/A OF X X X X X X G.O.O COVER SHEET / PROJECT INFORMATION X X X X G.0.1 PROJECT NOTES X X X X G.0.2 CODE SUMMARY X G.0.3 SITE PLAN INTERNATIONAL BUILDING CODE 2009 - U BUILDINGS AND FACILITIES - 2003 D ENERGY CODE - 2006 WSEC A 00 -25 -39 ARC DISTANCE OF 4.28 FT TAP ON S MGN OF S 180TH ST TH NELY ALONG SAID S MGN ON CURVE TO LEFT CENTER BEARING N 03 -56 -50 W RADIUS OF 336 FT THRU C/A OF 16 -23 -31 ARC DISTANCE OF 96.13 FT TH S 36 -31 -53 W 135.86 FT TH ALONG CURVE TO LEFT RADIUS OF 430 FT THRU C/A OF 14 -28 -22 ARC DISTANCE ARCHITECTURAL / INTERIORS X X X X X X A.2A.1 CONSTRUCTION PLAN -FIRST FLOOR X X X X X X A.2A.2 CONSTRUCTION PLAN - SECOND FLOOR X X X X X A.28.1 REFLECTED CEILING PLAN -FIRST FLOOR 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: - II -B (NON - SEPRATED USE PER IBC 508.3.2) FIRE RESISTIVE SYSTEM: SPRINKLERED PER NFPA13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 1 HOURS EXIT STAIR ENCLOSURES: NON -RATED CORRIDORS: NON -RATED 5. EXI - • OF 108.63 FEET TH S 22 -03 -26 W 34.28 FT TH ALONG CURVE TO LEFT RADIUS OF 800 FT THRU C/A OF 18 -44 -11 ARC DISTANCE OF 261.61 FT TH S 03 -19 -15 W 141.75 FT TH ALONG CURVE TO LEFT RADIUS OF 3500 FT THRU C A OF 03 -41 -20 / ARC DISTANCE OF 225.34 FT TH S 07 -00 -35 W 20.08 FT TH S 09 -03 -25 W 579.24 FT TH S 06 -44 -45 W 82.23 FT TH N 66 -54 -09 W 338.39 FT TH IN NLY DIRECTION ALONG CURVE TO LEFT CENTER BEARING N 71 -16 -17 W RADIUS OF 2530 FT THRU C/A OF 10 -58 -47 ARC DISTANCE OF 484.83 FT TH N 07 -44 -56 E 610.27 FT TO POB - -- LOT 4 OF CITY OF TUKWILA LOT LINE ADJ NO 93 -0085 RECORDING NO 9311301961 - -- LESS RR R/W ESMT IN NE 1/4 & SE 1/4 (OPERATING PROPERTY) x x x x X A.28.2 REFLECTED CEILING PLAN - SECOND FLOOR X X X X X A.2C.1 FURNITURE & EQUIPMENT PLAN -FIRST FLOOR X X X X A.2C.2 FURNITURE & EQUIPMENT PLAN - SECOND FLOOR X X X X X A.2D.1 FINISH FLOOR PLAN -FIRST FLOOR X X X X X A.2D.2 FINISH FLOOR PLAN - SECOND FLOOR X X X A.6.1 INTERIOR ELEVATIONS Sc ENLARGED PLAN X X X X A.6.2 INTERIOR ELEVATIONS X X X A.6.3 INTERIOR ELEVATIONS & ENLARGED PLAN X X X A. 6.4 INTERIOR ELEVATIONS X X X A.6.5 INTERIOR ELEVATIONS & ENLARGED PLAN REFER TO G.0.2 X X X X X A.8.1 ENLARGED STAIR PLAN/ SECTION/ DETAILS 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW STREET MAP X X X X X A.9.1 DOOR SCHEDULE/ SIDELIGHT SCHEDULE/ DETAILS X X X X X 8.9.2 DETAILS X X X X A.9.3 DETAILS PARTITIONS, DOORS, FINISHES. _ = `. 1 r _ � � � � X X X X A.9.4 MILLWORK / DETAILS X X X A.9.5 MILLWORK / DETAILS X X X A.9.6 MILLWORK / DETAILS X X X X A. 9.7 DETAILS _ T y . ' ., ! _ mate Park C ' , .` -' - ae A - W REVIEWED CODE COMPLIANCE AgmonVED ��� � 1 2010 CRY Of 1 Ui BUILDING DIVISION C m ; = - FOR wII MECHANICAL X X X M -001 HVAC GENERAL NOTE, LEGENDS. AND SCHEDULES X X X M -002 HVAC SCHEDULES X X.. X - M 101 FIRST FLOOR HVAC PLAN X X X M -102 SECOND CND FLOOR HVAC PLAN X X X M -103 ROOF HVAC PLAN PLUMBIILG X X X P -001 PLUMBING GENERAL NOTES, LEGENDS, AND SCHEDULES X X X P -101 FIRST FLOOR PLUMBING PLAN X X X P -102 SECOND FLOOR PLUMBING PLAN X X P -103 °ROOF == PLUMBING PLAN X X P -201 DETAILS ELECTRICAL X X X E0.0 SYMBOLS X X X E1.0 RISER DIAGRAM X X X E10.0 FIRST FLOOR LIGHTING X X X E11.0 SECOND FLOOR LIGHTING X X X E20.0 FIRST FLOOR 208Y 120V POWER & COMM. PLAN X X X E21.0 SECOND FLOOR 208Y/120V POWER & COMM. PLAN X X X E30.0 FIRST FLOOR 480Y/277V POWER X X X E31.0 SECOND FLOOR 480Y/277V POWER x X E40.0 ROOF PLAN x x X E60.0 PANEL SCHEDULE X X X E61.0 LIGHTING & PANEL SCHEDULES x x X E70.0 MISCELLANEOUS DETAILS X X X E71.0 PARTIAL PLANS X X X E72.0 MISCELLANEOUS DETAILS #2 X X X E73.0 SERVER ROOM GROUNDING PLANS COMMUNICATIONS X X X T -A -00 DRAWING INDEX X X X T -A -01 SYMBOLS, ABBREVIATIONS, AND NOTES X X X T -D -01 COMMUNCATIONS PATHWAY PLAN -1ST FLOOR X X X T -D -02 COMMUNICATIONS PATHWAY PLAN -2ND FLOOR X X X T -D -03 COMMUNCATIONS DEVICE PLAN -1ST FLOOR X X X T -D -04 COMMUNCATIONS DEVICE PLAN -2ND FLOOR X X X T -D -05 WIRELESS LAN LAYOUT -1ST FLOOR X X X T -D -06 WIRELESS LAN LAYOUT -2ND FLOOR X X T -D -07 ROOF PLAN DEFINITIONS AND DIMENSIONS KEY PLAN FLOOR PLATE - 1/25"=l'-o" / X X X X X X T-E-01A SERVER ROOM RACK ELEVATIONS X X X T -F -01 COMMUNICATION CONDUIT ROUTING DIAGRAMS A. DEFINITIONS: SEGALE BUILDING FIRST FLOOR X X X T -F -02 COMMUNICATION CABLE ROUTING DIAGRAMS 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: X X X T -G -01 COMMUNICATION DETAILS ELEVATION REFERENCE SYMBOL + + INDICATES FINISHED X X X T -G -02 COMMUNCATION WIRELESS DETAILS 1 SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR X X T -G -03 COMMUNCATION WIRELESS DETAILS L A.06.XX R DETAIL IDENTIFICATION ,,'' ,:, ,,' i �. IIlr 111 • Al • • I■ s, L, �.I L'.1 .I a ' L'.' ■, i ■, si [' llE [M SE M � -J 2 .� DRAWING SHEET N0. RAPHI D SECTION REFERENCE SYMBOL TITLE SPRINKLER R KLER . onaminwan a a - mall X X X 10F2 LEVEL 1 SPRINKLER PLAN ON 11 � N :I■r, a a �- X X X 20F2 LEVEL 2 SPRINKLER PLAN -� ,�, ,iiI� n� • O' C] a a a a ,: '. 1■ ■■� . ■.I �a �� ry a �� / (a 11 III I [a I LI O A o a• • �LL5 l� ►YIIIIY► ", I �.,'.t/ SSA S ®® pn FLOOR ELEVATION SYMBOLS :� , ' ►Y11 , i _ a I , AUJDO VISUAL =TA 0, ® �� :Jr: 1 ■■■■ L:.I L:.I '•a l' �� la - �� 5 5 la ` ■III �� rl la 't i ! (a II �� o �- 92' -0" 4 -0" NOMINAL FLOOR X AV -A -01 SYSTEMS LEGENDS & SCHEDULES ® °;> "' p X X AV -E -01 FIRST FLOOR AUDIO VISUAL PLAN ,.r, M M ,:, DETAIL REFERENCE SYMBOL DTL BUILDING 7 ELEVATION HEIGHT (ABOVE /BELOW) SPACE / ROOM ID u r,,,� - p I I ■� 0 1 �� , ■ IN ■ .I ■_ • „ ;; - X X - AV-E-02 SECOND FLOOR AUDIO VISUAL PLAN Q° u u u u �, �u a ni � =■ , 0 ► 0 1 0 ,► �� ri _f _ __ pro' _ - � X X AV -E -21 FIRST FLOOR AUDIO VISUAL REFLECTED �� i 1, ' g ham,' nZo , �= ■ °� - * - = 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. CEILING PLAN a a _� I I i �, l.w '� ►► : ■■ SKf u a u ,.■., X 11 . ' X X AV -E -22 SECOND FLOOR AUDIO VISUAL REFLECTED I - " - I I OFFICE �-- SPACE NAME u uu u .� i. ® I LI- ����, COLUMN AND /OR GRID LINE SYMBOL 1127 12222► - CEILING PLAN �- SPACE NUMBER R I DIMENSION LINE: 20' - O" DOOR � SYMBOL o o AV -H -01 SMALL CONF. ROOMS AV SYSTEMS DIAGRAM ® =l AV'-H -02 MEDIUM CONF ROOM AV SYSTEMS DIAGRAM �� �o� ►■•■ p no II ■•■. �c '• ■`� �s "► �, g 8 , "' do I' ��a . L_: " _ AV -H -03 MEDIUM VTC CONFERENCE ROOM AV O' ' � CI i:aN ® Q O' iii. � mil, I■ 115 �� min. SYSTEMS DIAGRAM - a a a , IN IO 10 .,► ► ► 01 la la I, I AV -H -04 LARGE CQNFERENCE ROOM AV '' - -' - ® SYSTEMS DIAGRAM -. ma � 1 _ a C 8 •"•• '� "'-"' 0 DOCUMENT SHEET SYMBOL O AV -H -05 LARGE VTC CONFERENCE ROOM AV ® ME NM : "`�" -" ® ® SYSTEMS DIAGRAM KEYED SHEET NOTES L ANGLE Gt a Q ® ga AV -H -06 BOARDROOM AV SYSTEMS DIAGRAM L AV -H -07 TRAINING ROOM 130 AV SYSTEMS DIAGRAM ® AT �- GLAZING SYMBOL CENTERLINE REVISION NUMBER SEGALE BUILDING SECOND FLOOR - - -® AV -H -08 TRAINING ROOM 130 AV SYSTEMS DIAGRAM AV -H -09 TRAINING ROOM 204 AV SYSTEMS DIAGRAM AV -H -10 TRAINING ROOM 204 AV SYSTEMS DIAGRAM AV -H -11 DIGITAL SIGNAGE AV SYSTEMS DIAGRAM X AV -I -01 AV SIGHT LINE FIRST FLOOR X AV -I -02 AV SIGHT LINES SECOND FLOOR X AV -I -03 AV ELEVATIONS X AV -I -04 AV ELEVATIONS X AV -I -05 AV ELEVATIONS X AV -I -06 AV ELEVATIONS LT. i� l� o NE 'I PR OJECT TEAM �� ■» ■� .. TENANT: MECHANICAL /PLUMBING ENGINEER: CONTINENTAL MILLS, INC. PSF MECHANICAL INC 18125 Andover Park West 9322 14th. Avenue Sou �+ / Tukwila, WA. 98188 -4704 Seattle, WA 98108 ED RECEIVED Tel 206 816 -7151 Tel 206.764.9663 Fax: 253 BOB COW E46 ATTN: JOEL SMITH SEP 15 2010 ELECTRICAL ENGINEER: PERMIT CENTER ARCHITECT DESIGNER: JOHNSON ELECTRIC INC Design, Inc. 11816 NE 116th St 1326 - 5th Avenue, Suite 500 Kirkland, WA 98034 Seattle, Washington 98101 Tel 425.821.8226 Tel: 206.587.7120 ATTN: DAN JOHNSON Fax: 206.587.7122 ATTN: CLOVER SCHULER FIRE /LIFE SAFETY ENGINEER: FIRE SYSTEMS WEST INC CONSTRUCTION MANAGER: 206 Frontage Rd N #C CBRE Pacific WA 98047 1420 5th Avenue, Suite 1700 Tel: 253.833.1248 Seattle, WA 98101 -2384 ATTN: DAN RADLOFF Cell: (425) 652 -6796 Office: (206) 292 -6090 COMMUNICATIONS CONSULTANT: ATTN: TODD MILLER COM GROUP INC 4040 Lake Washington Blvd #205 GENERAL CONTRACTOR: Kikland, WA 98033 GLY CONSTRUCTION, INC. Tel: 425.284.6500 15 Lake Bellevue Drive, Suite 200 ATTN: CHRIS SKILES Bellevue, WA 98005 ATTN: BRYAN HAAKENSON AV CONSULTANT: Tel: 425.451.8877 COCHRAN INC 12500 Aurora Avenue North Seattle, WA 98133 Tel: 206.367.1900 ATTN: BRADY MCCOY - 3 °�3 °�� ► s is is is is is is i `a , ► �r ■F`� to - VI _�1 . _ :_. =_.,_ _ ® _ ' , �_ - -�- ,_ �_�_- _.�_. _�= •• ,� �_ �_.,:; `a `i'a `, `a �a �a �a ,wu ■� -� - ,� ® ■may •\J u • I , umu III =■ No si III 81 �a �•� la la ICI i i Ill ,,, „, ■ :. m I. ■M < ■�■ ... : < ; =' - Q n o "" ■I � h � � .I 1� win • , L-i-.] • r "T' _`., , - �` is 81 III 81 - - - ■ ti �, �� _` °' nimu ■ - - - �uuuu - _ „s Q ® 11 - 111 • Cs 8 • r� . �� iia 'a_ia - a is - �' is �• ` ■ 'a �a 'a 'a �a �aa - R.7 �a . % ',N.. . ,-=��- I = _O� =z- .2, = == ` =._= == =z�-- =:,4 . U .. ® �_�_.�_.�_.�_. 11a ,a 1a La ---• (a _ `a ■,,.. '® ® "`� - .�_a__= J`a `a [a =t_: is =� `a is =_ ,a 1111 �_ _ _ =; a cI t• ' ' i-J a ---�• a ---. ----1 ---- -• - ---• -• m ---- ® . - ® - - ® . -- . 515 a ® si mg ■I<_ I•■ Rh m5 u n P� �_ ki 0 CO.E1M. Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 et burgess design I interiors Q architecture 1326 fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FA)t:206. 587.7122 All reproduction & intellectual property rights, reserved c 2010 Professional seal No. issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 ASI NO. 1 08.23.10 PERMIT REVISIONS 08.25.10 PERMIT REV. NO. 2 09.14.10 Drawn by: RW Reviewed by: CS Project No: 09- 0144 -00 COVER SHEET / PROJECT INFORMATION CORRECTION LTR� ( 0 46° 1.14 Original drawing is 30" x 42 ". Scale entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN .BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 4. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION 1 -- GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.LC." (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 APPUED 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. DEMOU11ON 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 GUIDEUNES 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 LLI I ER 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 "UKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL- PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE VINYL, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 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 SPECIALLY 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 QUAUTY 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 ASSEMBUES. 7. DDr1VIDE C OSERS PER HARDWARE SCHED1 II E AAIr1 AT AI t PATEL "'SEMI: IES •. • „vr.v,� v,�vvr..,.r PER ..Y'�..v rr..,.� vv„�v V,�V • \t \ -v ,'.. /1� .v. 1...Y i \..,.,JV1�I�JLILJ• 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 ASSEMBUES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POUSHED 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 APPUCABLE FIRE -RATED ASSEMBUES AND MATERIALS. 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. MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER C 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEIUNG AND THE CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. VERIFY WITH BUILDING ODE. TELEPHONE AND DATA 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 CEIUNG CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEIUNGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BAIT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE 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 CEMENTI11OUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PANT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) '.I 5. UPON COMPLETION OF WORK, REMOVE EXCESS PANT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI- BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV - MECHANICAL. 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH 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 APPUCABLE. 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 DISABIUTIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPUCABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. REVIEWED FOR CODE COMPLIANCE APPQfVED SEP 21 2010 City of Tukwila BUILDING DIVISION 15800 - HEATING VENTILATING AND AIR CONDTIONING 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. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF INSTALLATION OF TENANT'S NEW FURNITURE. THE TELEPHONE SWITCH, COPIERS, ELECTRICIANS DURING THE 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 UMITED 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. DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DIS 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. LOCATION WITH FURNITURE VENDOR. REFER TO DESIGN /BUILD CIPLINE. COORDINATE EXACT 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING POWER /DATA DEVICES BUILDING OWNER FOR AND AS DIRECTED BY 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER. OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE DOWN UGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEIUNG TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. 4. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 5. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEIUNG- HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF UGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. UGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND. APPROVAL PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL RE- CIRCUIT AND RE- SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 10. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 11. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. NTINEN'T:IL M11.4 Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design Interiors Q architecture 1326 Fifth Avenue Suite 500 . Se the . WA 98101 TEL: 208.587.7120 FAX:206. 587.7122 M reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description PRELIMINARY DD DRWGS DD SET CD /PERMIT SET CD. REVISION Date 04.15.10 04.30.10 06.28.10 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: Rey Reviewed by: CS Project No: 09- 0144 -00 PROJECT NOTES RECEIVED CITY OF TUKWILA JUL 2 7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced G.0.1 boor 2,115 /15S.F./000:=141 2 E UIRED: _.._...._ ...OPEN 1aa € Fes- LONGEST PATH OF EGRESS TRAVEL: 80' -4" RESTROOM 11- CODE SUMMARY -1ST FLOOR 3/32 " =1' -0" 2\ o ■ . ■ ■ ■ ■ ■ ■ ■ ■ ■ . r ■ ■ o OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 1 1 OFFICE ■ OFFICE OFFICE ■ OFFICE ■ OFFICE OFFICE e . OFFICE ` ■ OFFICE a ■ OFFICE . ■ OFFICE • ■ OFFICE . OFFICE ■ OFFICE ■ OFFICE 8 ■ . ■ ■ • .. ', a I tMr_I .t m,. 229 230 231 232 241 242 243 I 245 246 247 251 - 252 253 255 256 257 259 260 261 267 - ■ �-■- -� 228 o OFFICE ■ ■ - ry i''i.t�t d'ca: L::F•••••• �:',5. r`'^e . - P -"'S, e`aCS'#la3 _ "N'3s. :?'�,.,A 'J� 4.,13T {� �,ftSUt�`5. 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I i ■ CODE SUMMARY -2ND FLOOR 3/32"=1'-0" CODE SHEET: FIRST FLOOR EXITS: APPDXIMATE AREA OF FIRST FLOOR: 26,732 SQFT OCCUPANT LOAD FACTOR: "8" OCCUPANCY 100 S.F./ OCCUPANT 21,838, SQFT /100 S.F. = 218.38= 218 OCCUPANTS "A -3" OCCUPANCY 15 S.F. /OCCUPANT 4,894 SQFT /15 S.F. = 326.26= 326 OCCUPANTS TOTAL NUMBER OF PROPOSED OCCUPANTS: "B" S•F. /100 + "A -3" S.F. /15 = # OCCUPANTS 218 OCCUPANTS + 326 OCCUPANTS = 544 OCCUPANTS NUMBER OF REQUIRED EXITS: 3 NUMBER OF EXITS PROVIDED: 4 MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: LESS THAN 100' -0" CODE SHEET: SYMBOLS LEGEND L'J EXIT SIGNS MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT— CANDLE AT THE WALKING SURFACE. MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT— CANDLE AT THE WALKING SURFACE. MEANS OF EGRESS PATH 4<,_ ›k- REVIEWED FOR CODE COMPLIANCE APPRCIVED SEP 21 2010 City of Tukwila BUILDING DIVISION CODE SHEET: SECOND FLOOR EXITS: APPDXIMATE AREA OF FIRST FLOOR: 28,802 SQFT OCCUPANT LOAD FACTOR: "B" OCCUPANCY 100 S.F./ OCCUPANT 24,832 SQFT /100 S.F. = 248.32 =248 OCCUPANTS "A -3" OCCUPANCY 15 S.F. /OCCUPANT 3,970 SQFT /15 S.F. = 264.66= 265 OCCUPANTS TOTAL NUMBER OF PROPOSED OCCUPANTS: "B" S.F. /100 + "A -3" S.F. /15 = # OCCUPANTS 248 OCCUPANTS + 265 OCCUPANTS = 513 OCCUPANTS NUMBER OF REQUIRED EXITS: 2 NUMBER OF EXITS PROVIDED: 2 MINIMUM EGRESS WIDTH REQUIRED: 3'-8" 8 COMMON PATH OF EGRESS TRAVEL: LESS THAN 100' -0" CODE SHEET: SYMBOLS LEGEND 00, 1110111. Me, saii. ♦` EXIT SIGNS MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT— CANDLE AT THE WALKING SURFACE. MEANS OF EGRESS PATH ,A" /4: add ve.A - roViat 0110-\\ole\&\ Ac, hcG�Sa ��> lihee�` GtVvia�, I CA�n� IL- m,� h U O. CainP, RECEIVED SEP 15 2010 PERMIT CENTER CONTINENTAL MILLS Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 a *I ••, burgess design interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 208.587.7120 FAX:20G. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 802 TERED RCHITECT DALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 ASI NO. 1 08.23.10 PERMIT REVISIONS PERMIT REV. NO. 2 08.25.10 09.14.10 Drawn by: RV Reviewed by: Project No: 09- 0144 -00 CS EGRESS CODE INFORMATION Original drawing is 30" x 42 ". Scale entities accordingly if reduced G.0.2 \ \\ NN S� 6°\ n7 Nkfr\ O 0 ` • 34. 8 N 8°4 ‘411 99.9' 03°19'15" W 141.75' GREEN RIVER CONTINENTAL =TAL 3IA-L..+LS. =it+�fil ARGUk}CTS k7.i t:tttli[!. Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 - - DELTA 03°41'20" L - 225.34R- 3500 Op' 225.34' Ulu COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT OMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT ODECOMPLIANCE N Ste 2 1 2010 City of Tukwila BuILQ,NGDIVISION 0 1� ANDOVER PARK WEST BUILDING SITE PLAN GrA661 1 "= 30' -0" jvrihq re I�e des.q h vicw pl; �,� ,r -h�� �rvieca, -atc addihez site �urn�0195 wks d(er(cf la Ike oitaret- i►,,p►a,roftcctict perku fi. A.6 0400,1to-71 f wl /-121 lout fiof -t and de5r :r;:f1ff,PfH(SJV,S Skcf/ 5 414 c( rIor eikcl ppr2wi c S TewetrT. SITE PLAN CONTINENTAL MILLS, INC. SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 PARCEL NUMBER: 3523049121 LEGAL DESCRIPTION LOTS 3 & 4 OF CITY OF TUKWILA SHORT PLAT NO 86 -45 SS RECORDING NO 8609081152 AS AMENDED BY CITY OF TUKWILA LOT LINE ADJ NO 93 -0085 RECORDING NO 9311301961 AS LOT 4 DAF — PORTION OF SW 1/4 OF NE 1/4 AND OF GOV LOT 2 & 5 — BEGIN NE CORNER OF SW 1/4 OF NE 1/4 TH S 07 -44 -56 W 346.40 FT TH S 82 -15 -04 E 30 FT TO POB TH N 75 -05 -56 E 75.10 FT TH ALONG CURVE TO LEFT RADIUS OF 409.26 FT THRU C/A OF 58 -14 -17 ARC DISTANCE OF 415.99 FT TAP OF COMPOUND CURVE TH ALONG CURVE TO LEFT RADIUS OF 572.96 FT THRU C/A OF 00 -25 -39 ARC DISTANCE OF 4.28 FT TAP ON S MGN OF S 180TH ST TH NELY ALONG SAID S MGN ON CURVE TO LEFT CENTER BEARING N 03 -56 -50 W RADIUS OF 336 FT THRU C/A OF 16 -23 -31 ARC DISTANCE OF 96.13 FT TH S 36 -31 -53 W 135.86 FT TH ALONG CURVE TO LEFT RADIUS OF 430 FT THRU C/A OF 14 -28 -22 ARC DISTANCE OF 108.63 FEET TH S 22 -03 -26 W 34.28 FT TH ALONG CURVE TO LEFT RADIUS OF 800 FT THRU C/A OF 18 -44 -11 ARC DISTANCE OF 261.61 FT TH S 03 -19 -15 W 141.75 FT TH ALONG CURVE TO LEFT RADIUS OF 3500 FT THRU C/A OF 03 -41 -20 ARC DISTANCE OF 225.34 FT TH S 07 -00 -35 W 20.08 FT TH S 09 -03 -25 W 579.24 FT TH S 06 -44 -45 W 82.23 FT TH N 66 -54 -09 W 338.39 FT TH IN NLY DIRECTION ALONG CURVE TO LEFT CENTER BEARING N 71 -16 -17 W RADIUS OF 2530 FT THRU C/A OF 10 -58 -47 ARC DISTANCE OF 484.83 FT TH N 07 -44 -56 E 610.27 FT TO POB - -- LOT 4 OF CITY OF TUKWILA LOT LINE ADJ NO 93 -0085 RECORDING NO 9311301961 - -- LESS RR R/W ESMT IN NE 1/4 & SE 1/4 (OPERATING PROPERTY) * ACCESSIBLE.. PARKING ourgess •esign n erio arc ec u re 1328 fifth Avenue Site SOO . Stitt k , wA 99101 TEL: 206.507.7120 FAX:286. 687.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description PRELIMINARY DD DRWGS DD SET CD /PERMIT SET CD REVISION Date 04.15.10 04.30.10 06.28.10 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: CS Project No: 09- 0144 -00 SITE PLAN RECEIVED CITY OF TUKWLA JUL 2.7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced G.0.3 �4 10 Ani (TYP. I__ • PHONE CONFERENCE OFFICE 127 OFFICE OFFICE BUILDING RECEIVING OFFICE OFFICE 136 137 139 152. 153 OFF OFFICE OFFICE OFFICE 1 15 155 156 157 OFFICE 158 PHONE 127 126 OPEN OFFICE -10' ji36 C 7' -8" HALLWAY 138 18' -6" 137 141 9'-10" 15i 4' -10 "� v . v memiLirs. . o 152 153 15 LUNCHROOM 28' -5" 1555 I 156 1 1 115757 '� �1 o • 158 128 OFFICE'. 1 159 OPEN OFFICE OPEN OFFICE 161 12' -3" OFFICE OPEN OFFICE 125 (4) C 160 11'— If (A) 0) 0 CONFERENCE LUNCHROOM STORAGE J 0 PREACTION CLOSET STORAGE OFFICE 166 OPEN TO ABOVE TRAINING ROOM OPEN TO ABOVE EQUIPMENT DELIVERY STAIR HALLWAY A.6.2 CONFERENCE OFFICE SERVER ENTRY 122 ENTRY RESTROOM 1 104 H 169 DISPLAY AREA CFFICE 1 119 I FINAL DIM. TO BE ERIFIED W/ FURN. VENDOR STORAGE MIN. DIM. OPEN OFFICE CONFERENCE PHONE ROOM MAIL /COPY OPEN OFFICE ' Y 0 (4) SIDES OPEN OFICE COFFEE 1 FINAL DIM. TO BE VERIFIED W/ FURN. VENDOR HALLWAY RECEPTION 1 -1/2" CLOSET 1 -1/2" HALLWAY HALLWAY 4' -3" CLR MAIN ENTRY OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE SIM., ALL (4) SIDES 100 OFFICE OFFICE OFFICE OFFICE FERENCE 108 1 OFFICE OFFICE CONFERENCE 1 1 TYP.) CONSTRUCTION PLAN -1ST FLOOR ■ U 8' 16' 24' (SIM.) SYMBOL LEGEND KEYED SHEET NOTES 5 1 EXISTING CONSTRUCTION TO REMAIN 5 0. LOCATION OF PARTION ADDRESSED ON SHEET A.8.1. O NOT USED > RECEPTION DESK: PROVIDE GRANITE TRANSACTION TOP (ASSUME $25 SF/ MATERIAL COST ONLY), PLASTIC LAMINATE WORKSURFACE AND WOOD VENEER FRONT. O PROVIDE (1) LAVER OF 5/8' GWB DIRECTLY TO TS COLUMN AND WHERE COLUMN ABUTS WALLS. GWB ON WALL TO BE FLUSH WffH GWB ON COLUMN. 5 ' PROVIDE BACKING IN WALL FOR TENANT SUPPLIED FLAT SCREENS. REFER TO A/V DRAWINGS FOR MOUNTING HEIGHTS AND EXTENT OF MOUNTING BRACKETS 4. NOT USED 7O DEMOUNTABLE WALL 0 THIS LOCATION TO BE 9' -0' A.F.F. TO SOFFIT. O PROVIDE INSULATION ABOVE WALL, PER DETAIL F /A.9.2. .0. GLASS WHITE BOARD, REFER TO ELEVATION T /A.6.5. FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE —' } } NEW INSULATED INTERIOR PARTMON CONSTRUCTION TO GRID, PER DETAIL F /A.9.2 A ������ / /����� NEW CASEWORK / MILLWORK ���� ����'�� } } NEW INSULATED NON CONSTRUCTION TO DECK ABOVE, PER DETAIL G NNE OF UPPER CABINETS —RATED /A.9.2 B F.E. NEW FIRE EXTINGUISHER } } NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION, PER DETAIL N /A9.2 YI } } NEW DEMOUNTABLE PAI�'fITION CONSTRUCTION TO GRID. REFER TO H /A9.7 FOR BRACING DETAILS. D } } r 1 NEW INSULATED INTERIOR PARTITION CONSTRUCTION 6 ABOVE GRID, PER DETAIL R /A.9.2 4E f I >* NEW FURRING WALL CONSTRUCTION, PER DETAIL S /9.2 A F NEW 12 PLUMBING WALL CONSTRUCTION, PER DETAIL F /A.9.3 I Er' } NEW INTERIOR DOUBLE STUD CONSTRUCTION TO GRID, PER DETAIL G /A.9.3 pp /� GENERAL NOTES H NEW INTERIOR PARITITION CONSTRUCTION DOUBLE STUD WALL ADJACENT TO SOFFIT, PER DETAIL N /A.9.3 1. 2. 3. 4. 5. 6. 7. 8. 9. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDMONS PRIOR TO COMMENCEMENT OF WORK. ALL INTERIOR PARTION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALJGN FACE OF PARTIONS, TAPE & SAND SMOOTH FOR NEW FINISH. PROVIDE PARTION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. PAR11TIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. DOORS AND CASED OPENINGS WUHOUT 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. THESE PLANS HAVE BEEN PREPARED TO BE IN COMPLJANCE WITH THE CURRENT CODES AS REFERENCED IN THE BUILDING SUMMARY ON SHEET G.0.0. { { 4 J NEW INTERIOR PART1110N CONSTRUCTION ADJACENT TO SOFFIT, PER DETAIL P A.9.3 / f I f 4K NEW INTERIOR PARTIAL HEIGHT WALL 0 5' -0" A.F.F. — PROVIDE DOUBLE STUD AS REQUIRED FOR WALL } I f THICK WALL, PER DETAIL N/A 9.2 SHAFT WALL DETAIL, PER DETAIL F /A.9.7 { } I PLUMBING WAIL, PER DETAIL G /A.9.7 T } } N PARTIAL HEIGHT WALL W/CLEARSTORY, PER DETAIL R /A.9.7 } } REVIEWED FOR - CODE COMPLIANCE APPROVED SEP 21 2010 Cityof Tukwila BUILDING DIVA tnAl RECEIVED SEP 15 2010 PERMIT CENTER ONTIE c or POoDi c Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors Q 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 Professional seal 802 RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 ASI NO. 1 PERMIT REVISIONS 08.23.10 08.25.10 PERMIT REV. NO. 2 09.14.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS CONSTRUCTION PLAN FIRST FLOOR Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.2A.1 (4) 8 OFFICE 0 CE 229 OFFICE 230 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFIFICE OFFICE 231 232 7-3„ 228 229 230 o D 221 15 232 r41 Lt IU HALLWAY 268A D SIM 1 ALL SIDES OFFI E 227 SEATING AREA CI OFFI 1 22 CE 3 L N HALLWAY 225 OPEN OFFICE ±21' -11 " 233 ■ OP'/ WORK PHONE ALL (4) SIDES 248 FINAL DIM. TO BE VERIFIED W/ FURN. VENDOR FINAL DIM. TO BE VERIFIED FURN. VENDOR N D SIM ALL SIDES OPEN OFFICE WELLNESS 1 249 OPEN OFFICE OPEN OFFICE OPEN OFFICE DISPLAY AREA 1 269 1 OFFICE STORAGE 5' — s� STORAGE CONFERENCE 1-236-- ALL (4) SIDES 23" BREAKROOM 263 COPY ROOM CONFERENCE HALLWAY HALLWAY 5' -0" CLR HALLWAY CONFERE BREAK ROOM HALLWAY STORAGE MI W OFFICE 1 223 1 TRAINING 12' 10" ALL (4) SIDES OPEN OFFICE 218 — MOTHER 1 ROOM 1 1 202 1 1 I PHONE OPEN OFFICE OPEN OFFICE ±26' -10" f6' -5" HALLWAY 209 OFFICE y c 216 0 215 r °T C u 1° 212 0CT OFFICE 1 17 7 8' -8" 208 4 207 °'•101= 206 OFFICE 216 0 OFFICE OFFICE 214 213 OFFICE N 1 212 1 i OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 211 OFFICE 208 OFFICE 207 OFFICE 206 CONFERENCE OFFICE OFFICE 0 TYP.) � CONSTRUCTION PLAN �HJ �n � 0 8' 16' 24' 2ND FLOOR SYMBOL LEGEND KEYED SHEET NOTES D 'T' I f f EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION TO GRID, PER DETAIL F /A.9.2 1 NEW INSULATED NON —RATED CONSTRUCTION TO DECK ABOVE, PER DETAIL G/A.9.2 1 NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION, PER DETAIL N /A.9.2 NEW DEMOUNTABLE PARTITION CONSTRUCTION TO GRID. REFER TO H/A.9.7 FOR BRACING DETAILS. NEW INSULATED INTERIOR PARTITION CONSTRUCTION 6' ABOVE GRID, PER DETAIL R /A.9.2 NEW FURRING WALL CONSTRUCTION, PER DETAIL S /A.9.2 NEW 12' PLUMBING WALL CONSTRUCTION, PER DETAIL F /A.9.3 NEW INTERIOR DOUBLE STUD CONSTRUCTION TO GRID, PER DETAIL G/A.9.3 1 NEW INTERIOR PARITI11ON CONSTRUCTION DOUBLE STUD WALL ADJACENT TO SOFFIT, PER DETAIL N /A.9.3 NEW INTERIOR PARTITION CONSTRUCTION ADJACENT TO SOFFIT, PER DETAIL P/A.9.3 NEW INTERIOR PARTIAL HEIGHT WALL 0 5-0' A.F.F. — PROVIDE DOUBLE STUD AS REQUIRED FOR WALL THICK WALL, PER DETAIL N/A.9.2 SHAFT WALL DETAIL, PER DETAIL F /A.9.7 PLUMBING WALL, PER DETAIL G/A.9.7 PARTIAL HEIGHT WALL W /CLEARSTORY, PER DETAIL R/A.9.7 11111 iii�ai FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDEUTE NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS F.E. NEW FIRE EXTINGUISHER GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDMONS 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 PARTIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTf11ONS. 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. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE— RETARDENT TREATED WOOD. . THESE PLANS HAVE BEEN PREPARED TO BE IN COMPLIANCE WITH THE CURRENT CODES AS REFERENCED IN THE BUILDING SUMMARY ON SHEET G.0.0. LOCATION OF PARTITION ADDRESSED ON SHEET A.8.1. FINAL SHAFT LOCATION AND DIMENSION TBD. FINAL DIMENSION TBD BASED ON MOVABLE WALL SPECIFICATION. NOT USED PROVIDE BACKING IN WALL FOR FUTURE TENANT PROVIDED FLAT SCREENS. REFER TO A/V DRAWINGS FOR MOULDING HEIGHT & EXTENT OT MOUNTING BRACKET. NOT USED PROVIDE (1) LAYER 5/8' GWB DIRECTLY TO TS COLUMN AND WHERE ABUTS WALL GWB ON WALL TO BE FLUSH WITH GWB ON COLUMN. USE 2 -1/2' METAL FRAMING BOXED WITH (1) LAYER GWB TO CEILING TO MATCH DIMENSIONS OF GWB WRAPPED COLUMN. PROVIDE (2) LATERAL BRACES PER DETAIL, F/A.9.2. PROVIDE INSULATION ABOVE WALL, PER DETAIL F /A.9.2. THIS WALL TO BE CENTERED ON GRID LINE. WALLS ADJACENT TO CLEARSTORY USE 3 5/8' MIL STUDS 0 24' O.C. GLASS WHITE BOARD, REFER TO ELEVATION T /A.6.5. 1 STORAGE 240 \/\ REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21 2010 City of Tukwila BUILDING DIVI,SInnI 0 U 1 8' —8" STORAGE 205 9' -9" TRAINING 238 cV 7 CLR. 11 TRAINING 204 r-\ ENLARGED SHAFT PENETRATION 0 B' 12' 1/4" = 1'- 0" NOTE ALL SLAB PENETRATIONS TO BE VERIFIED WITH BUILDING MANAGEMENT PRIOR TO WORK E COWING > PR ILLS Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 • •� burgess design I interiors Q architecture 1326 Fifth. Avenue Suite 500. Se the . WA 413101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 100.80 VSTERED HITECT ALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 ASI NO. 1 08.23.10 PERMIT REVISIONS 08.25.10 / 5 \ PERMIT REV. NO. 2 09.14.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS CONSTRUCTION PLAN SECOND FLOOR RECEIVED SEP 15 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.2A.2 ,..475.;:! F�' 16 .I_iIIIIIIIn IMMINIM11111111 161111■1111■1111 �� ��� F�■ �,� a E� . ,y _i! Qty �� i O I rig " a m 11111111111 _ _ _ _ _ _LEI .. ■�1■ ■ ■ ■ ■■■i ■iii u 1.11111 -E�EMEMEM I w� • t ilimmaimrimmummti.40,„,....::„:,::,..,,„..,,,,,r,:s....,:„. ....,':-.73..s.:;1,... ', ,51- :5 , .• — r / 1 , c II1IIIIIEIIII ki IsPRK.:ETAT::::::.;.:::.„:.„ ,;,.::...-;-::::::,,-, �.•: I•iiiiuHHi z---v ' ham-- _ _ 11111:111111:11111 PIIEflIUflUij ir I AL NENIMEMENIE a. .:„.........•:-..,, •. lilltilit kink --E Ilk, 111 , 1 ■ : ` MilLINIIIIIIIIIIIM11111111111141 I/ ... ... lceeeeeeel - TRAI VING 11111111 z •iitiiiuiii__IIIIlIIIIIii . ... ■■■■■■■■■■■■il■■■mai 11 tidt° 3 k 11 -..:►1 ON 2R4E 111■ °° 911 kl1010111111 11.011I NOMODOONOOMMMOMMEMOMMOMMIMOOR 111 IMMO imunimmmi 11 1111E11 111 111! ilk OFFICE 153 EA) ■ I ,,,,, .,„:„.„. 7 k..1 :1 1 ,,, IAA lI_11 ■11 ■ UK RE= 111 1 OUCH Inn I MI GO 111 i1I!I�1 I NMI ►■ mmilmt C SPY 1 150 710 BECIMBSEMIIIMI PINIFA ('S 1MY ik1 KM 1 1 11 OPEN all OFF CE 11 I IIUUIII1 '1" 11101 min U4 111111111 111104 11 HMI" 7 r 1 i .� 1 ®1 1141 1 11 11 OFFICE 111 REFLECTED CEILING PLAN -1ST FLOOR 0 8' 16' 24' 1/8" = 1'- 0" • 1 ■■lam {�.��■■■�■■■■■■�■■.111■■1.1■1— 0 0 11111111111 IiIEIL mokfrAte Mi►�1111� 11 �1►'11� EOM CIl�l���ll�lll���l���_il 4I �_ rl ■� p� ��� -1� — — - -. -I1 -�, ��, 171 :��r ! :i.::r: „, : .' ,II”, ©i '� ai l '- ® 0 �� �"- - - -- /© a 1PY 18.. � 'Pim . . ilik :.::!'E:1iu 11__!!!H!!!I!__!I PRIEM Nadia JAMIIII!!!mt1111111 o ini -- e 211.111M111211111 I 1111 On= 111 IlAlll I1 11 OTILI kkkkkk- 111111 :a, OPE w� dFIC: FFIC • 169 moo N. L =- 176 1 III 1 CLOSET 189 I REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21 2010 City of Tukwila BUILDING DIVISION CEILING LEGEND - LIGHTING CEILING LEGEND - CONTROLS GENERAL RCP SHEET NOTES LIGHTING SUMMARY SYMBOL DESCRIPTION /SPEC SYMBOL DESCRIPTION /SPEC SYMBOL DESCRIPTION 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 5 2006 Energy Code Compliance Form LIGHTING SUMMARY LTG -SUM NEW 2' X 4' UGHTOUER COFFAIRE II RECESSED FLUORESCENT DIRECT INDIRECT / 2 LAMP T8, W /PERFORATED BASKET FIXTURE. ` ` NEW SWITCH LOCATION. M NEW ACT -1 CEILING SYSTEM PRELUDE WOK DUNE 2X4 SECOND DETAIL LOOK TEGULAR.IILE. SEE DETAIL D /A.9.2. 2008 Project Info Project Address: CONTINENTAL MILLS, INC. � Date 06/28/10 D NEW DIMMER SWITCH LOCATION SEGALE BUILDING For Building Deparbnent Use TUKWILA, WA NEW 2' X 2' UGHTOUER COFFAIRE II RECESSED FLUORESCENT DIRECT /INDIRECT 2 LAMP T8, W /PERFORATED BASKET FIXTURE. TRACK LIGHTING. SPEC: TBD 3 NEW THREE -WAY SWITCH LOCATION Applicant Name: BURGESS DESIGN INC. I n A A Applicant Address: 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 - MINI SPOT LIGHT. SPEC: TBD, ASSUME $150 PER FIXTURE a. DESIGNATES SWITCHING CIRCUIT. / Project Description 0 iiew Building 0 Addition ®Ntsration 6. THESE PLANS HAVE BEEN PREPARED TO BE IN COMPLIANCE WITH THE CURRENT CODES AS REFERENCED IN THE BUILDING SUMMARY ON SHEET G.0.0. Compliance Option p p,,,,, ,,,, p 9 p N 1Ce 0 Ads ( Qualification cbeaart O kndkats Preaatpties lPA spaces dearly an glare) 0 NEW RECESSED UGHTOLIER CALCULIIE CFI OPEN WALL WASHER (8021WW) 6" APERTURE TRIPLE TUBE VERTICAL LAMP NEW GWB SOFFIT. SEE DETAIL C /A.9.2. Adoration E"` °' ( appropriate ) 0 No (*angel are being made to the 69 9 Q law than tloli at the tixbree are new and installed lighting wattage le not trig increased MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) KEYED SHEET NOTES location (�°°'' '' Occupancy Description Mowed Watts per S F# Area in S.F. Allowed X Area 0 NEW RECESSED UG=UGHT CALCUUTE CFI TUBE R APERTURE TRIPLE TUBE VERTICAL LAMP ACT -2 ACCENT CEILING, 2'X2' ARMSTRONG METALWORKS, CONCEALED BEVELED CLIP -IN SMOOTH TEXTURE 48- 930006A1 MY. CONCEALED MPT 4500 SPRING TEE GRID SYSTEM WITH 6' AXIOM EDGE % j / 1ST FLOOR B OFFICE 1.0 26,732 26 732 , 1O SEE FINISH PLAN FOR MORE INFORMATION. 2O OPEN TO STRUCTURE ABOVE. 3 GWB SOFFIT 0 8'-0" AFF CEILING TO BE FRAMED WITH 2 -1/2 20 GA. METAL JOISTS 0 24 O.C. WITH 5/8 O . " GWB. PROVIDE 20 GA. METAL TRACK AT PERIMETER OF SOFFIT ATTACHED TO EACH STUD OF FULL HEIGHT WALL WITH (2) 116 SCREWS. REFER TO DETAIL, F /A.9.3. 4 PROJECTION UNIT LOCATION. PROVIDE UNISTRUT MOUNTING STRUCTURE ABOVE CEILING, PER DETAIL /A.9.7. O COORDINATE EXACT LOCATION IWTH A/V VENDOR. .. From Tabu 15-1 (over) – document al azceptions taken from footnotes Total hosed watts 26,732 NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. NEW WALL MOUNTED FLUORESCENT VANITY FIXTURE, SCOTT LAMP COMPANY 3735 —XXSN PROPOSED UGHTING WATTAGE (INTERIOR) Nay not exceed Tot Allowed Watts for ) Location (floor /room no.) Facture Description Number of Fixtures Watts/ Fixture Watts Proposed NEW 1X8 FLOURESCENT CHAIN HUNG SUSPENDED UGHTOUER LYTECEL LINEAR 2 LAMP 1T3 18 CELLS NEW GWB SOFFIT -REFER TO DETAIL REFERENCES 1ST FLOOR 2X4 FLUORESCENT LIGHT FIXTURE 212 64 13,568 it 1ST FLOOR 2X2 FLUORESCENT LIGHT FIXTURE 11 32 352 1ST FLOOR RECESSED DOWNUGHT 89 28 2,492 1ST FLOOR RECESSED WALL WASHER 41 28 1,148 1ST FLOOR TRACKUGHT 21(78' -0" LF) 50 3,900 1ST FLOOR RECESSED MINISPOT LIGHT 16 28 448 EL EGRESS &EMERGENCY PATH LIGHTING DENOTES WALLS THAT EXTEND 6" ABOVE CEILING OR ARE FULL HT 1ST FLOOR 1X8 FLUORESCENT LIGHT FIXTURE 12 116 1,392 , EL _It 1ST FLOOR VANITY LIGHTS 1 28 28 Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts 23,062 PT1 • NS RECEIVED SEP 15 2010 PERMIT CENTER CONTINENTAL MILLS 10U11 P O 1r€Ts Of (NH'i( -' Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors 0 architecture 1326 Fifth. Avenue Suite son. Seattle . WA 98101 TEL: 206.587.7120 FAX :206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 8 ' GISTERED ARCHITECT NDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 ASI NO. 1 08.23.10 / . \ PERMIT REVISIONS AN \ PERMIT REV. NO. 2 08.25.10 09.14.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS REFLECTED CEILING PLAN FIRST FLOOR Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.2B.1 1 0 0 CE OFF ICE 230 OFFI CE OFFI CE FFIC E OFFI CE OFFI �E OF' CE OFFI CE 231 232 241 242 243 246 CE �iu 111111 ■11111111 C, ii!__ 1111111111111111111 !AVM ,are .. EQ ,� • W, l fly- �i��- - 0 C E OFFI E 25 OFFI CE 255 OFFICE OFFI CE OFFICE OFFI CE OFFICE OF C 0 256 2a7 259 260 261 CE HAL LWA e OPEN OFFI �E STORAGE 0 FF ICE CONFERENCE E O 0 O PY ROIM EAK ROC M HALLWAY OFFICE EVCE W:g1 VIORKROOM OPEN TO ABOVE OFF CE FICE ACE 215 L FICE 14 2 FICE 13 1 208 207 206 mollatimum■ ci;;;IIE RI" '" �llllllllll €7► :1 ►P'SA ►1A ►11� HALLWA" DPEN OFFICE FIC Cc O 2S4 283 277 4 ERE 287 NCE OFFI CE 286 Cl REFLECTED CEILING PLAN 24' 16' 2ND FLOOR ■ 1/8" = 1'— 0" 0 e 0 0 a 0 0 a a a a 0 0 0 1 0 CEILING LEGEND LIGHTING CEILING LEGEND - CONTROLS GENERAL RCP SHEET NOTES LIGHTING SUMMARY SYMBOL DESCRIPTION /SPEC SYMBOL DESCRIPTION /SPEC SYMBOL DESCRIPTION 4 NEW 2' X 4' UGHTOUER COFFAIRE II RECESSED FLUORESCENT DIRECT /INDIRECT 2 LAMP T8, W /PERFORATED BASKET FIXTURE NEW ACT -1 CEILING SYSTEM I' PRELUDE WITH DUNE 2X4 SECOND LOOK TEGULAR TILE. SEE DETAIL D /A.9.2. NEW SWITCH LOCATION. NEW DIMMER SWITCH LOCATION NEW 2' X 2' UGHTOUER COFFAIRE II RECESSED FLUORESCENT DIRECT /INDIRECT 2 LAMP T8, W /PERFORATED BASKET FIXTURE n n TRACK LIGHTING. SPEC: TBD 3 NEW THREE —WAY SWITCH LOCATION MINI SPOT LIGHT. SPEC: TBD, ASSUME $150 PER FIXTURE 0. DESIGNATES SWITCHING CIRCUff. 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD UFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. ELECTRICAL SUB — CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. NEW RECESSED LIGHTOLIER CALCULTE CFL OPEN WALL WASHER (8021WW) 6" APERTURE TRIPLE TUBE VERTICAL LAMP NEW RECESSED UGHTOUER CALCULITE CFL OPEN DOWNUGHT (8021) 6" APERTURE TRIPLE TUBE VERTICAL LAMP NEW GWB SOFFIT. SEE DETAIL C /A.9.2. NEW GWB SOFFff —REFER TO DETAIL REFERENCES >;a EL NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE EGRESS & EMERGENCY PATH LIGHTING EL DENOTES WALLS THAT EXTEND 6" ABOVE CEILING OR ARE FULL HT 6. THESE PLANS HAVE BEEN PREPARED TO BE IN COMPLIANCE WITH THE CURRENT CODES AS REFERENCED IN THE BUILDING SUMMARY ON SHEET G.0.0. KEYED SHEET NOTES O PROVIDE 2-1" METAL SOFFIT FRAMING 0 24" O.C. UNDER BEAMS WITH 5/8" GWB. MAINTAIN MINIMUM HEIGHT OF 6' -8" 0 LANDING AND ALONG STAIR RUN TO ROOF ACCESS. 2O PROVIDE SOUND BATT INSULATION ABOVE GWB CEILINGS. O PROJECTION UNIT LOCATION. PROVIDE UNISTRUT MOUNTING STRUCTURE ABOVE CEILING, PER DETAIL /A.9.7. COORDINATE EXACT LOCATION IWTH A/V VENDOR. O4 CEILING MOUNTED PROJECTION SCREEN —REFER TO DETAIL /A.9.7. REFER TO A/V DRAWINGS FOR EXACT SIZE AND LOCATION. 5O WALL MOUNTED PROJECTION SCREEN — PROVIDE (2) LOCA11ONSOF 2' X 4' F.T. PLYWOOD BACKING FOR SCREEN MOUNTED BRACKETS. MOUNT FROM 6' -0" TO TOP OF WALL 2006 Energy Code Compliance Form LIGHTING SUMMARY LTG -SUM 2008 Project Info Project Address: CONTINENTAL MILLS, INC. Date 06/28/10 SEGALE BUILDING For Building Deperbnent Use TUKWILA, WA Applicant Name: BURGESS DESIGN INC. Applicant Adder 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description 0 New Building N Addition ® Altsration Compliance Option 0 ProseO s 0 Lighting Power Nlowance 0 systems An dyate (See Qualification Checklist (over). Indlas Prescriptive & LPA spaces clearly on plans.) Alteration Fccaptiam (check appropriate box) 0 No changes are being made to the lighting 0 use than sox of the fixbree are new and instated fighting wattage is not bang increased MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) Location (floor /room no.) Occupancy Description Allowed Watts per S.F. ** Area in S.F. Mowed X Area 2ND FLOOR B OFFICE 1.0 28,802 28,802 ** From Table 15-1 (over) — dochrnent al exceptions taken from footnotes Total Agowed Watts 28,802 PROPOSED LIGHTING WATTAGE (INTERIOR) (Nan not exceed Total Mowed Wab for ) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 2ND FLOOR 2X4 FLUORESCENT LIGHT FIXTURE 259 64 16,576 2ND FLOOR 2X2 FLUORESCENT LIGHT FIXTURE 3 32 96 2ND FLOOR RECESSED DOWNUGHT 94 28 2,632 2ND FLOOR RECESSED WALL WASHER 17 28 476 2ND FLOOR RECESSED MINISPOT LIGHT 3 28 84 Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts 19,864 CEILING MAINS REVIEWED FOR CODE COMPLIANCE APPRflVEO SEP 21 2010 City of Tukwila BUILDING DIVI Inm RECEIVED SEP 15 2010 PERMIT CENTER Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors 0 architecture 1326 Fifth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.687.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal STEREO 8 e'ti :`a9l»w A. MORGAN TE OF W:1'eA 1 N& CNN No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 ASI NO. 1 08.23.10 PERMIT REVISIONS 08.25.10 PERMIT REV. NO. 2 09.14.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS REFLECTED CEILING PLAN SECOND FLOOR Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.2B.2 PHONE OFFICE OFFICE __ 1--1 OFFICE BUILDING RECEIVING 1 n HONE CONTINENTAL 1 FOOD PRIDOUC;5 OF Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 OF ICE OFFICE 152 OFFICE 153 OFF CE 1 154 OFFICE OFFICE OFFICE OFFICE HALLWAY LUNCHROOM OPEN OFFICE OPEN OFFICE 1 148 4 10 OPEN Vr "riV OFFIC TRAINING ROOM STORAGE IT EQUIPMENT ROOM LUNCHROOM STORAGE COFFEE OFFIC CLOSET urgess +eslgn OPEN TO ABOVE COPY OPEN TO ABOVE EQUIPMENT DELIVERY STAIR COPY HALLWAY OFFIC SERVER ENTRY RESTROOM OPEN OFFICE FFICE CONFERENCE STORAGE RECEIV NG MAIL /COPY iiii`i iii r w r r CONFEREN E PHONE ROOM iii HALLWAY COFFEE CONFE ENCE HALLWAY RECEPTION CLOSET HALLWAY CONFEREN OFFICE OFFICE OFFICE CO FERENCE MAIN ENTRY OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OF ICE OFFICE FURNITURE & EQUIPMENT PLAN -1ST FLOOR �� 1/8" = 1'- 0 8' 16' 24' KEYED SHEET NOTES O NOT USED. EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT REFRIGERATOR (BY TENANT, G.C. TO PROVIDE COPPER WATER LINE AND HOOK UP ICE MAKER AS REQ'D) COFFEE MAKER, 27" HIGH (BY TENANT, G.C. TO PROVIDE COPPER WATER LINE) 171 MICROWAVE (BY TENANT) SHELF SPACE IS 24"X15" WITH AN 20" DEEP SHELF, UON. C DISHWASHER (BY TENANT - BUILDING STANDARD 4 -CYCLE RESIDENTIAL GRADE, VERIFY ADA COMPLIANCE, COLOR PER TENANT) C NOT USED. 6 COPIER (BY TENANT, G.C. TO COORDINATE POWER AND DATA REQUIREMENTS WITH TENANT) KIOSK (BY TENANTS, COORDINATE REQUIREMENTS WITH TENANT'S FOOD VENDOR, G.C. TO COORDINATE POWER /DATA WITH TENANT) SINGLE DOOR COOLER, 28 "w X 28 "d X 79 "h (BY TENANTS, COORDINATE REQUIREMENTS WITH TENANT'S FOOD VENDOR) C SINGLE DOOR UPRIGHT FREEZER, 24 1'w X 26 1'd X 60 "h (BY TENANTS, COORDINATE REQUIREMENTS WITH TENANT'S FOOD VENDOR) GRID WALL, 24 1'w X 16 "d X 72 "h (BY TENANTS, COORDINATE REQUIREMENTS WITH TENANT'S FOOD VENDOR) 11 8 10 17111 ICE MAKER, 24 1'w X 26 "d (BY TENANT) 12 UNDERCOUNTER REFRIDGERATOR - ADA COMPLIANT (BY TENANT) UNDERCOUNTER REFRIDGERATOR - STANDARD (BY TENANT) WATER FILTER (BY TENANT) 15 SHREDDER (BY TENANT) m OFFICE OFFICE OFFI E -REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21 2610 City of Tukwila BUILDING DIVISION In eriors -h arc c ure 1 126 Fifth Avenue Suite 500 . Seitrle . WA 28101 TEL: 206.587.7120 FAX:20G. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 8021 ISTERED �i NDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: Project No: 09 - 0144 -00 CS FURNITURE & EQUIPMENT PLAN RECEIVED CITY OF TUKWILA JUL 2 7 2010 PERMIT CENTER Original drowing is 30" x 42 ". Scale entities accordingly if reduced A.2C.1 4 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 11 1 1 1 1 267 OFFICE OFF CE OFFICE OFFICE OFFICE OFFICE OFIFlCE OFFICE OFFICE OFFICE CE1 O T.IN5 T4 L Fo Olt .b'Re-DUCTS Of CHOICE Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWWIL A., WA 98138 0 FICE OFFICE OPEN OFFICE HALLWAY OPEN OFFICE OPEN OFFICE OPEN OFFICE OFFI E SEATI G AR STORAGE �:nriviivvry ouvorri rrvrnuaiii f /ivrvm/iivlr7raii /i /vii :i�� LNESS DISPLAY AREA OFFICE STORAGE BREAKROOM STORAGE COPY ROOM I�i I�� I�I lei RENCE 6 1) OFFICE FERENCE CONFERENCE HALLWAY HALLWAY HALLWAY HALLWAY BREAK ROOM HALLWAY STORAGE STORAGE WORKROOM OFFICE 223 CONFERENCE TRAINING STORAGE OPEN OFFICE OPEN AREA OPEN OFFICE MOTHER ROOM OPEN OFFICE 7A ` HALLWAY PHONE HALLWAY OFFICE OFr FICE OFFICE OF-ICE OFFICE OFFICE OF ICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE CONFERENCE 0 u a FURNITURE & EQUIPMENT PLAN -2ND FLOOR Cyr 1/8" = 0 8' 16' 24' KEYED SHEET NOTES O SERVER ROOM: COORDINATE POWER, COMMUNICATION, AND BTU OUTPUT WITH TENANT. EQUIPMENT LIST — VERIFY ALL REQUIREMENTS WITH TENANT I ' I REFRIGERATOR (BY TENANT, G.C. TO PROVIDE COPPER WATER UNE AND HOOK UP ICE MAKER AS REQ'D) pi I COFFEE MAKER, 27" HIGH (BY TENANT, G.C. TO PROVIDE COPPER WATER UNE) C MICROWAVE (BY TENANT) SHELF SPACE IS 24"X15" WITH AN 20" DEEP SHELF, LION. 1-47, DISHWASHER (BY TENANT — BUILDING STANDARD 4 —CYCLE RESIDENTIAL GRADE, VERIFY ADA COMPLIANCE, COLOR PER TENANT) I T I NOT USED. I I COPIER (BY TENANT, G.C. TO COORDINATE POWER AND DATA REQUIREMENTS WITH TENANT) CKIOSK (BY TENANTS, COORDINATE REQUIREMENTS Wmi TENANT'S FOOD VENDOR, G.C. TO COORDINATE POWER /DATA WITH TENANT) I ° I SINGLE DOOR COOLER, 28 "w X 28 1'd X 79 "h (BY TENANTS, COORDINATE REQUIREMENTS WITH TENANT'S FOOD VENDOR) pi I SINGLE DOOR UPRIGHT FREEZER, 24 "w X 26 1'd X 60 1'h (BY TENANTS, COORDINATE REQUIREMENTS WITH TENANT'S FOOD VENDOR) 10 GRID WALL, 24 "w X 16 "d X 72 "h (BY TENANTS, COORDINATE REQUIREMENTS WITH TENANT'S FOOD VENDOR) ICE MAKER, 24 "w X 26 "d (BY TENANT) 12 UNDERCOUNTER REFRIDGERATOR — ADA COMPLIANT (BY TENANT) UNDERCOUNTER REFRIDGERATOR - STANDARD (BY TENANT) m 14 WATER FILTER (BY TENANT) SHREDDER (BY TENANT) REVIEWED FOR CODE COMPLIANCE APPRMED SEP 21 2010 I City of Tukwila BUILDING DIVISION burgess design interiors 0 architecture 1326 Fifth Avenue Suite 500 . ScartI. . WA 9H101 TEL 20G.5117.7120 FAX206. 567.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 8021 NDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Dote PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: CS Project No: 09-0144-00 FURNITURE & EQUIPMENT PLAN RECEIVED CITY OF TUKWILA JUL 2 7 2010 PERMIT CENTER Original drawing is 30° x 42 ". Scale entities accordingly if reduced A.2C.2 FLOOR FINISH PLAN -1ST FLOOR 3 1/8" = 1'- 0" 0 8' 16' 24' City of Tukwila BUILDING DIVISION FINISH SPECIFICATIONS LINOLEUM FLOORING CONCRETE FLOORING GENERA 7IN S= NOTES SYMBOL MANUFACTURER DESCRIPTION ARMSTRONG a 0 0 a C 0 11 CI D 0 ARTFLOR 0 1. PROVIDE B-1 THROUGHOUT, UON. 2. PROVIDE P-1 THROUGHOUT, LION. 3. PROVIDE CPT-1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 6. PROVIDE WT-2 WITH 4'-0" HIGH STRIPE WITH 20% PATTERN APPLIED TO ALL GLAZING AT OFFICE AND CONFERENCE ROOMS. PATTERN TBD. BY G.C. CON-1 UN-1 I I -, ' \/ j \ ‘/N •‹. X '' BASE D 0 0 0 0 ARMSTRONG STYLE: COLORETTE LINOLEUM COLOR: LIGHTEN UP #LP382 TRANSITION STRIP: SCHLUTER STRIP SOLID SURFACE a 0 0 0 0 4.1 4 l, # 4 • 4 - .. ... / r , # ., 0 . . . r*,,7 - . ' # eXN:',..'7 / / , .</...- /- \`>. Y ,x, / N ",% / ';; ‘ ' , .••?e' , _ Y # ' , i ##x/ / '';• ' ' ## , YY :-/ ,/ IL / 1 i 7 1 __,__, 1 SPEC: 877-9QUARTZ, LAGOS BLUE HONED #4350H .2.,,. , I . • i ' # ../ ., ## 444sr W T4..' - ,A, IP V /„, - / 0, / .4„ , ;'' • 7,/, ''-'; •7 :5...'': r\ / ,c / , xx,, * ,>9.'' .. , # ....,„„, Ake ' # .4. jkl , . of x.,,, . 7.,<,/ ... • ## _. - ,,,,, >' 'I) ...I , 4 •-•. 4. -,„ - tr ' ' ' .\,...< *Nor 44 .. ..../. .. 4 # 4=<•-•`.../' /‘" * .11 ' , , ' /. / '</ .( i' .:. .. z„, (, .,......,,,,,,,, Ai./ 1 ftfiromr MIT, 4 _, , .,, / , .,„ . # ,-..%>' .,• :„- .>•• <,„ •'-<• 2 ! 1 1 -BL;01, W 1 i BENJAMIN MOORE FIELD GWB, EGGSHELL FINISH COLOR: GRAND TON WHITE #AC-42 I I , / '.• At.r-3's, ,?(>c, , ,x , /.... • • -,....... Kz./?.. 40141' P-1 ri .. .v•A‘tt , ‘ / 4E11 .„ , •# / , . . 2" /., WM .4ob x ,x X, , ' 4*# , i / /#, i :<2 # , oar' _1,,the-__. I 5C- / V I ;Al JOHNSONITE >/y .. • • '; Cjil-L12:. 'X' /0‹ /Aop X ,.../ , ..k4, -64-z1 , OCEANSIDE GLASS TILE 41. X .,'' ,-XY / , X > 1.'• x / AA. ;sr • , Y ,/- ./' ., #1 4. / ' „,,,,,, ,, ... , - /.. ,y,' BENJAMIN MOORE ACCENT GWB, EGGSHELL FINISH COLOR: HUNTINGTON BEIGE #HC-21 , Pr , ., ,„ ,,, z < 4. Y„ ,,x ,' X, i DALTILE TILE SPEC: SEMI-GLOSS K101, 3"X6" SUBWAY TILE GROUT COLOR: TBD, W/ CLEAR GROUT SEAL. P-3 . .../ ■ ;4 4. # - X; ,,, • , , ,,2\z' z ,), -. . .A5- '• - ; , ■ $.. e-z/Aw,s, / 7 ,.....41199111/ ' , /-.../\ ,,x, . ..g. 'Waft* ... MODULAR TILE, FIELD CARPET STYLE: TRES CHIC TILE #59422 COLOR: STREET FASHION #21103 INSTALLED: MONOLITHIC , SHERWIN WILLIAMS ACCENT GWB, EGGSHELL FINISH COLOR: PEPPERY #SW 6615 , P-4 CPT-1 s< ,„ ./ ,..,, EMI ,C - ' ''' • / ' ellA SHAW CONTRACT MODULAR TILE, ACCENT CARPET STYLE: ICON TILE #59423 COLOR: STREET FASHION #21103 INSTALLED: MONOLITHIC v < BENJAMIN MOORE CEILING SOFFIT, FLAT FINISH COLOR: DECORATOR WHITE 70 , N '; ., rap', z• : I /'-',, / ,-'''' 411 r ■ CPT-2 „.„‘„ ....„. , ,....„ /... „„..,... , , x -,x: ... , „ ,/,-,: 20cy_„4- v ,,,, z ;___,,_>z.2) ., . / 7 „, 7 ' 10 , • , -,/,‘ ' ---".. ../ <67. 5xty ' "v ‘' ''" ',A, - 2K; , (. P • ><'' ‘., ,,,Yz .>---',/, 41 jog : . 1 / x „,./.. 40.- , , _ r 4/■,„,-;'x .7„ „ • ‘7- / A .'''-. .44* "V - , 0 y8” STAINLESS STEEL REVEAL. <> PAINTED SURFACE FOR PROJECTION 80"W X 60"H, STARTING AT 4'-0" AFF (NOT A WHITE BOARD). SPEC TBD. P-6 CPT-3 I, •'„" ' 7,2 ' r . -,,,, ,.....,2„,„ ., • ..x ,-../.. >. -Z/.2/ ' / J if &4 . -0 C LAMINATE .y. ., ,/ :, / ,(._..„ 4/ ., 4# / , z..// ,/_-, •••>/‘% , _ . X .> vs/ GV LEVALOR 1" HORIZONTAL MINIBLIND COLOR: TBD „,,,... 2K ,„:„ / , -1/ / >..„--..... „ „,,„ ■ .'-<„,. , ., ANA. - , / ...,,,, , . n 4 „. / ;,-... 4r .r.p. . 4r 41411. 4t./ ' ,,' V ,„ .:„.../. • \ , , , , ,‹ .,..,-„,,,A , jriPi.x/ , 7.- / „.„, ($210. # /..'z.,., - _,ZZ,,,_ :6'.5" _ _ ' LUNCHROOM -I - • _ . , _ 2 / X. / - / \ ' ..1 _ZZ. ,\<-' SPEC: FASARA SH2MAML MILANO AT 34"AFF. - V, Y "K , - ... - x - -4"- .. . CPT-5 :.,,... _Z_ 138 P-3 ..,,A _ _ . . _ . _ ..S? ; - iY,,..- •-c;/(4.' .44! / r i y, VINYLCOMPOSITION TILE FORMICA PLASTIC LAMINATE LAMINATE COLOR: IVORY #460-58 MATTE FINISH INTERIOR MELAMINE COLOR: WHITE UPHOLSTERY FABRIC ..- PL-2 P-3 0 - 2.1 mi 111 acsil rn 0_ 12" X 12" DESIGNER ESSENTIALS 1/4 TURNED. COLOR: DARK CHOCOLATE #209 TRANSITION STRIP: SCHLUTER STRIP PIONITE PLASTIC LAMINATE HORIZONTAL SURFACES/BACKSPLASH. LAMINATE COLOR: NUBIAN BROWN #ST604 SUEDE LUNA STYLE: HATCH LHT-2186R COLOR: BALLAST '--- IIIIIMMIell t BR PL-3 _ _ 4. •.-x / 1 IT I 1 VCT-1 OPEN , OFFICE CPT-1 '. ' . ARMSTRONG _ . . _ . _ • -- • - • . . _ . . ..... . ......./ ;>, . . I . 1 TBD OPEN OFFICE OPEN OFFICE ,- / '7 ' x . r /s , , „ 128 1 ' I 1 I .> ' ///•)-2Y ,I4 , N / ... ! , „ ._1..... ! ! --: -1-*-- ARMSTRONG 12" X 12" STONETEX 1/4 TURNED. COLOR: 51243 SANDSTONE TAN TRANSITION STRIP: SCHLUTER STRIP I -F-1-- r-1-1-- WILSONART 7 'LL$1-.1.-- 1 IN ALL COVERING - --: t42:- PL-5 .4- 1 cl_ VCT-3 , *7 ,..„,....„ • !-..,•..'>! r--„--- WILSONART 1.1 11111 El WALLTALKERS ROLL SIZE: 50" STYLE: ERASE RITE COLOR: WHITE PROVIDE ALUMINUM TRAY AT 30" AFF & 1-i6" J-TRIM 8'-0"W X 50"H MOUNTED @ 30" AFF. 148 ARMSTRONG GRID: p6- PRELUDE TILE: 2'X4' DUNE SECOND LOOK TEGULAR TILE 1 61 PL-6 -LIN2' - wC-1 LIN-2 ' :"' '-'"' COT• CPT-3 : FORMICA PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: IVORY #460-58, GLOSS FINISH INTERIOR MELAMINE COLOR: WHITE • 1 44 • GRID: A" PRELUDE TILE: EFFECTS, WOOD LOOKS, SQUARE TEGULAR - COLOR: TBD CPT-1 CPT-1 CPT-3 CPT-1 - _ -- I . - _ .-„„---„Ji- LIN-1 ; . ___,_ . . . : A I ..--- ,..1 rj. , . , , ‘)' x/X. ic:"‹ 9- 1 OFFICE I .. ---1' - . . , . , . . lurii- R-3 - • - -- ---- --- - , • ••-- - --- nig " / ../ I crz-H-: , 1 : . H i i--- I ; ! I ; ! , : 1 ! i'' r I , . : „ -ILVI \tOliROO; • 1 i -8-to-AGE.: . 1 4 i '. 1 i I 125 CPT-1 .. P-3 •1 64 , I : 2, ! ! ' , E. - i i IT, 1 , ' 1 -0TPUENITT,RtG P 3 / CQNFFFENC:•'.. -7, .. _ii_il tr. ! 1, ISII04. '-' -4---- 1 .. s \ K -• .-1:24:'• • • '''' ' AIMIIIMIIIII .41MEMENIMMENNEBENEMBESI 'y 1 z ■ 1 ' , I Millill - ., / / •.. " ,,.. .< ...,' - /". >X ■ _ /-. '. .4 . CPT-2 sip' • 11 - , : 1 I , , ._ 1 1 1 - I 1 ' AIRMIRML ..../:,/ ;..., A . (X< \, ; ' 1 ' , , , x x../ )c. .. , ..... y X ),.. < , „ , • I 1 ; ; I ; " : , 7,-T4- -V'Cil „ ! REA:CHF:10N ! ...,,,,,, 1 ,- T---r-f-s--mii-Ae., . . LJ . L 4_1 IWII , Elm P-2 I I i _NAT + Li 111IM - x . i , ' i : . , ! IL' I l i ! „ !, . III 1 I 1 '''- '-- - ; ,-r 4_ '___,.... ___ ; ! - _ --, _ 72, , ' -i---1,-- -• - I ' l / TO TRAINING .. . , ei_ '--4---1.-- 1 -i--j , t ; , K. X.. A .X .' \ .; -. "5..4 'i' ABOVE•7/' OPEN ,_..,.._ 1 _ -,---r-r-i --1- --4-.-.4--4 ..4......._„..., .4._....., , I 1 , 1,. 1 ' 11. ' OPEN TO. 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SEP 2 1 2010 o a 11 , • FLOOR FINISH PLAN -1ST FLOOR 3 1/8" = 1'- 0" 0 8' 16' 24' City of Tukwila BUILDING DIVISION FINISH SPECIFICATIONS LINOLEUM FLOORING CONCRETE FLOORING GENERA 7IN S= NOTES SYMBOL MANUFACTURER DESCRIPTION ARMSTRONG STYLE: MARMORE I I E LINOLEUM COLOR: SAND #LP092 TRANSITION STRIP: SCHLUTER STRIP ARTFLOR SPEC: TBD 1. PROVIDE B-1 THROUGHOUT, UON. 2. PROVIDE P-1 THROUGHOUT, LION. 3. PROVIDE CPT-1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 6. PROVIDE WT-2 WITH 4'-0" HIGH STRIPE WITH 20% PATTERN APPLIED TO ALL GLAZING AT OFFICE AND CONFERENCE ROOMS. PATTERN TBD. BY G.C. CON-1 UN-1 BASE ARMSTRONG STYLE: COLORETTE LINOLEUM COLOR: LIGHTEN UP #LP382 TRANSITION STRIP: SCHLUTER STRIP SOLID SURFACE LIN-2 JOHNSONITE 4"h COVED RUBBER BASE. COLOR: TOAST #283 PAINT CAESARSTONE SPEC: 877-9QUARTZ, LAGOS BLUE HONED #4350H B-1 ss-1 MDF 4"h PAINTED MDF BASE. COLOR: PAINT TO MATCH WALL COLOR, SEMI-GLOSS FINISH BENJAMIN MOORE FIELD GWB, EGGSHELL FINISH COLOR: GRAND TON WHITE #AC-42 CERAMIC TILE B-2 P-1 JOHNSONITE 4"h COVED RUBBER BASE. COLOR: BROWN BENJAM IN MOORE ACCENT GWB, EGGSHELL FINISH COLOR: POWELL BUFF #HC-35 OCEANSIDE GLASS TILE TILE SPEC: GRAND CANYON #59314 GROUT COLOR: TBD, W/ CLEAR GROUT SEAL. B-3 P-2 - CT-1 CARPET BENJAMIN MOORE ACCENT GWB, EGGSHELL FINISH COLOR: HUNTINGTON BEIGE #HC-21 DALTILE TILE SPEC: SEMI-GLOSS K101, 3"X6" SUBWAY TILE GROUT COLOR: TBD, W/ CLEAR GROUT SEAL. P-3 CT-2 SHAW CONTRACT MODULAR TILE, FIELD CARPET STYLE: TRES CHIC TILE #59422 COLOR: STREET FASHION #21103 INSTALLED: MONOLITHIC SHERWIN WILLIAMS ACCENT GWB, EGGSHELL FINISH COLOR: PEPPERY #SW 6615 WOOD VENEER P-4 CPT-1 +#42 4=4* SHAW CONTRACT MODULAR TILE, ACCENT CARPET STYLE: ICON TILE #59423 COLOR: STREET FASHION #21103 INSTALLED: MONOLITHIC BENJAMIN MOORE CEILING SOFFIT, FLAT FINISH COLOR: DECORATOR WHITE STAIN TO MATCH ARCHITECT'S CONTROL SAMPLE KEYED S=77 \OTTS P-5 WD-1 CPT-2 . .. SHAW CONTRACT MODULAR TILE, ACCENT CARPET STYLE: DECADENCE TILE #59417 COLOR: 5 STAR #17103 INSTALLED: MONOLITHIC TBD STAIR FINISH COLOR: TBD WINDOW TREATMENT 0 y8” STAINLESS STEEL REVEAL. <> PAINTED SURFACE FOR PROJECTION 80"W X 60"H, STARTING AT 4'-0" AFF (NOT A WHITE BOARD). SPEC TBD. P-6 CPT-3 I [El I II EINEM:- 1 la I IEI =I I = II: SHAW CONTRACT MODULAR TILE, ACCENT CARPET STYLE: OPULENCE TILE # 59418 COLOR: 5 STAR #17103 INSTALLED: MONOLITHIC P LA S T 1 C LAMINATE LEVALOR 1" HORIZONTAL MINIBLIND COLOR: TBD CPT-4 WT-1 *# # SHAW CONTRACT WALK-OFF MAT STYLE: BON JOOR #59411-10123 COLOR: BEIGE LAMIN -ART PLASTIC LAMINATE HORIZONTAL SURFACES LAMINATE COLOR: FANCY WALNUT TEXTURED FINISH #2608-T 3M FILM SPEC: FASARA SH2MAML MILANO AT 34"AFF. PL-1 CPT-5 WT-2 VINYLCOMPOSITION TILE FORMICA PLASTIC LAMINATE LAMINATE COLOR: IVORY #460-58 MATTE FINISH INTERIOR MELAMINE COLOR: WHITE UPHOLSTERY FABRIC PL-2 MANNINGTON 12" X 12" DESIGNER ESSENTIALS 1/4 TURNED. COLOR: DARK CHOCOLATE #209 TRANSITION STRIP: SCHLUTER STRIP PIONITE PLASTIC LAMINATE HORIZONTAL SURFACES/BACKSPLASH. LAMINATE COLOR: NUBIAN BROWN #ST604 SUEDE LUNA STYLE: HATCH LHT-2186R COLOR: BALLAST PL-3 F-1 VCT-1 ARMSTRONG 12" X 12" STATIC DISSIPATIVE 1/4 TURNED. COLOR: 51950 MARBLE BEIGE TRANSITION STRIP: SCHLUTER STRIP PIONITE PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: SMOOTH PADDLIN #WX110 SUEDE INTERIOR MELAMINE COLOR: WHITE TBD STYLE: TBD COLOR: TBD PL-4 F-2 VCT-2 ARMSTRONG 12" X 12" STONETEX 1/4 TURNED. COLOR: 51243 SANDSTONE TAN TRANSITION STRIP: SCHLUTER STRIP WILSONART PLASTIC LAMINATE VERTICAL/HORIZONTAL SURFACES/BACKSPLASH. LAMINATE COLOR: SHEER MESH #4876-38 INTERIOR MELAMINE COLOR: WHITE IN ALL COVERING ACOUSTICAL CEILING PL-5 VCT-3 WILSONART PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: XANADU #7945K-18 INTERIOR MELAMINE COLOR: WHITE WALLTALKERS ROLL SIZE: 50" STYLE: ERASE RITE COLOR: WHITE PROVIDE ALUMINUM TRAY AT 30" AFF & 1-i6" J-TRIM 8'-0"W X 50"H MOUNTED @ 30" AFF. ARMSTRONG GRID: p6- PRELUDE TILE: 2'X4' DUNE SECOND LOOK TEGULAR TILE PL-6 wC-1 ACT-1 FORMICA PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: IVORY #460-58, GLOSS FINISH INTERIOR MELAMINE COLOR: WHITE ARMSTRONG GRID: A" PRELUDE TILE: EFFECTS, WOOD LOOKS, SQUARE TEGULAR - COLOR: TBD PL-7 ACT-2 CONTINY _IF Oat, reteinetc.Ts Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 e., burgess design1 interiors o architecture 1326 Fifth Avenue Suite 500 . Seattle . WA 96101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD/PERMIT SET 06.28.10 CD REVISION 07.1 9.1 0 CD REV./PERMIT SUBMITTAL 07.26.10 ASI NO. 1 08.23.10 PERMIT REVISIONS 08.25.10 4".11 PERMIT REV. NO. 2 09.14.10 RECEIVED SEP 1 5 2010 PERMIT CENTER Drawn by: RW Reviewed by: CS Project No: 09-01 44-00 FLOOR FINISH PLAN FIRST FLOOR Original drawing is 30" x 42". Scale entities accordingly if reduced A.M. 1 FLOOR FINISH PLAN -2ND FLOOR 3 0 8' 16' 24' 1/8" = 1'— 0" REVIEWED FOR CODE COMPLIANCIE APPROVED SEP 21 2010 City of Tukwila BUILDING DIVISION FINISH SPECIFICATIONS LINOLEUM FLOORING CONCRETE FLOORING GENERAL FINISH NOTES SYMBOL MANUFACTURER DESCRIPTION STYLE: MARMORETTE UNOLEUM COLOR: SAND 11LP092 . TRANSMON STRIP: SCHLUTER STRIP ARTFLOR SPEC: TBD 1. PROVIDE B -1 THROUGHOUT, UON. 2. PROVIDE P -1 THROUGHOUT, UON. 3. PROVIDE CPT -1 THROUGHOUT, LION. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSMON BETWEEN MATERIALS UNDER DOOR PER DETAILS. 6. PROVIDE WT -2 WITH 4' -0" HIGH STRIPE WITH 20% PATTERN APPUED TO ALL GLAZING AT OFFlCE AND CONFERENCE ROOMS. PATTERN TBD. BY G.C. CON -1 UN -1 ARMSTRONG BASE ARMSTRONG STYLE: COLOREITE UNOLEUM COLOR: UGHTEN UP 11LP382 TRANSMON STRIP: SCHLUTER STRIP S 0 L I D S U R F A C E UN -2 JOHNSONITE 4 "h COVED RUBBER BASE COLOR: TOAST #283 PAINT CAESARSTONE SPEC:. 877- 9QUARTZ, LAGOS BLUE HONED #4350H 13-1 ss -1 MDF 4 "h PAINTED MDF BASE. COLOR: PAINT TO MATCH WALL COLOR, SEMI -GLOSS FINISH BENJAMIN MOORE FIELD GWB, EGGSHELL FINISH COLOR: GRAND TETON WHITE IIAC -42 CERAMIC T I L E B -2 P -1 JOHNSONITE 4 "h COVED RUBBER BASE. COLOR: BROWN BENJAMIN MOORE ACCENT GWB, EGGSHELL HC -35 FINISH COLOR: POWELL BUFF � OCEANSIDE GLASS TILE TILE SPEC: GRAND CANYON X59314 GROUT COLOR: TBD, W/ CLEAR GROUT SEAL. B-3 P -2 - 1 CARPET BENJAMIN MOORE ACCENT GWB, EGGSHELL FINISH COLOR: HUNIINGTON BEIGE HC -21 DALTILE TILE SPEC: SEMI -GLOSS K101, 3"X6" SUBWAY TILE GROUT COLOR: TBD, W/ CLEAR GROUT SEAL. P -3 CT-2 SHAW CONTRACT MODULAR 11LE, HELD CARPET STYLE: TRES CHIC TILE #59422 COLOR: STREET FASHION #21103 INSTALLED: MONOLITHIC SHERWIN WIWAMS ACCENT GWB, EGGSHELL FINISH COLOR: PEPPERY IISW 6615 W 0 0 D V E N E E R P -4 CPT-1 4. , •1 '���sV4`' �I O� 4'•4 • SHAW CONTRACT MODULAR TILE ACCENT CARPET STYLE: ICON TILE 59423 COLOR: STREET FASHION 21103 � � INSTAUED: MONOLITHIC BENJAMIN MOORE COILING DECORATOR FLAT FINISH COLOR: DECORATOR WHffE STAIN TO MATCH ARCHITECT'S CONTROL SAMPLE KEYED SHEET NOTES P -5 WD_1 CPT-2 '.....:::•:::'...:. ' • :; "....Y:;%:::. ' :' '�' ., •.. SHAW CONTRACT MODULAR TILE, ACCENT CARPET STYLE: DECADENCE 11LE #59417 COLOR: 5 STAR #17103 INSTALLED: MONOLITHIC TBD STAIR FINISH COLOR: TBD WINDOW TREATMENT 1 STAINLESS STEEL REVEAL. <)6" O PAINTED SURFACE FOR PROJECTION 80"W X 60'H, STARTING AT 4' -0" AFF (NOT A WHITE BOARD). SPEC TBD. P-6 CPT -3 SHAW CONTRACT MODULAR TILE, ACCENT CARPET STYLE: OPULENCE TILE 11 59418 COLOR: 5 STAR #17103 INSTALLED. MONOLITHIC PLASTIC LAMINATE LEVALOR 1' HORIZONTAL MINIBUND COLOR: TBD ����.�:� —�� CPT-4 WT-1 �■,/ SHAW CONTRACT WALK -OFF MAT BON JOOR X59411 -10123 COLOR: BEIGE SIN - PLASTIC LAMINATE HORIZONTAL SURFACES LAMINATE COLOR: FANCY WALNUT TEXTURED FINISH j2608 -T 3M FILM SPEC: FASARA SH2MAML MILANO AT 34 "AFF. PL-1 CPT-5 2 VINYL COMPOSITION TILE FORMICA LA LAMSTIC LAMINATE MINATE COLOR: IVORY #460-58 MATTE FINISH INTERIOR MELAMINE COLOR: WHITE UPHOLSTERY F A B R I C PL-2 MANNINGTON 12" X 12' DESIGNER ESSENTIALS 1/4 TURNED. COLOR: DARK CHOCOLATE 1209 TRANSMON STRIP: SCHLUTER STRIP PIONITE PLASTIC LAMINATE HORIZONTAL SURFACES /BACKSPLASH. LAMINATE COLOR: NUBIAN BROWN #ST604 SUEDE LUNA STYLE: HATCH 111T -2186R COLOR: BALLAST PL -3 F-1 VCT-1 ARMSTRONG 12" X 12' STATIC DISSIPATIVE 1/4 TURNED. COLOR: 51950 MARBLE BEIGE TRANSITION STRIP: SCHLUTER STRIP PIONITE PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: SMOOTH PADDUN #WX110 SUEDE INTERIOR MELAMINE COLOR: WHITE TBD STYLE: TBD COLOR: TBD PL-4 F-2 VCT-2 ARMSTRONG 121 X 12' STONETEX 1/4 TURNED. COLOR: 51243 SANDSTONE TAN TRANSITION STRIP: SCHLUTER STRIP WILSONART PLASTIC LAMINATE VERTICAL /HORIZONTAL SURFACES /BACKSPLASH. LAMINATE COLOR: SHEER MESH #4876 -38 INTERIOR MELAMINE COLOR: WHITE WA LL C OVERING - AC OUSTICAL C E I L I N G PL -5 VCr -3 WILSONART PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: XANADU #7945K -18 INTERIOR MELAMINE COLOR: WHITE WALLTALKpRS ROLL SIZE 50" STYLE: ERASE RITE COLOR: WHITE PROVIDE ALUMINUM TRAY AT 30" AFF & )fa J -TRIM 8' -0'W X 50'H MOUNTED 0 30" AFF. ARMSTRONG GRID: ' PRELUDE TILE 2'X4' DUNE SECOND LOOK TEGULAR 11LE PL-6 WC-1 -1 FORMICA PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: IVORY 1460 -58, GLOSS FINISH INTERIOR MELAMINE COLOR: WHITE ARMSTRONG TILE EFFECTS, WOOD LOOKS, SQUARE TEGULAR - COLOR: TBD PL-7 ACT-2 CO EP FOOD PRODUETS Of citofci. Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors Q architecture n26 Fifth Avenue Suite 500 . Seattle . WA 9A10i TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 01111".* ( Lf AST. N0. 1 08.23.10 PERMIT REVISIONS 08.25.10 PERMIT REV. NO. 2 09.14.10 RECEIVED SEP 15 2010 PERMIT CENTER Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS FLOOR FINISH PLAN SECOND FLOOR Original drawing is 30" x 42'. Scale entities accordingly if reduced A.2D.2 2' -11" 5' -0" 2' -1 1" 3' -7" T. STEEL - EVEALS 0 03 pOFFE: i NICHE W/ MTL. FRAME AND WOOD VENEER FINISH FOR TENANT PROVIDED FLAT SCREEN (EX`CT SIZE: TBD) i ±4'- 0" N PL -7 P -LAM FACIA GLASS SIDE . PANEL S --- PL -7 ■ P -LAM SHELF WD -1 WOOD VENEER COUN ERTOP AND ACCENT I PL -7 RECYCLE /TRASH P -LAM CABINETS EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 1 4'-4" CASEWORK ELEVATION RM.# 100 a /e "= CASEWORK ELEVATION P -LAM ERTOP WITH PENCIL DRAWER RM.# 101 PL -7 P -LAM LOWER iv CABINETS WITH TWO ADJ. SHELVES P)LJ-1J--1 CAS ELEVATION .0 RM. #100 TENANT PROVIDED ART F -1 I UPHOLSTERED BENCH SEAT WITH BOLSTER WD -1l WOOD VENEER BENCH BASE AND INTEGRAL SIDE TABLE 1 PL-2 I RECYCLE/TRASH P -LAM CABINETS P -LAM COUNTERTOP — WITH 4" BACKSPLASH PL-3 3` -4' CLR. FOR REF. EQ. 1' -8" 2' -0' CLR. FOR D.W. L CASEWORK ELEVATION SIM. RM.# 106 3/8 " =1' -0" LOCKING P -LAM R CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION —RM. #102 P -LAM UPPER WITH TWO ADJUSTABLE SHELVES ADA COMPLIANT SINK & FAUCET P -LAM LOWER CABINETS WITH RS AND ONE ADJUSTABLE SHELF RECYCLE/TRASH P -LAM CABINETS INTEGRAL TOE KICK 3/8 " =1' -0" 3/8 "= -0" C 1 WD-1 RECESSED DISPLAY NICHE W/ MTh. FRAME & WOOD VENEER FINISH 3, -5" 5' -11" t STAINLESS STEEL REVEALS (CONT. TO INSIDE CORNER) WD -1 DISPLAY NICHE W/ E & WOOD VENEER FINISH (CONT. TO INSIDE CORNER) WALL ELEVATION —RM. #100/146 3/8 " =1' -0" P -3 1 DOOR /SIDELIGHT ASSEMBLY FLUSH MDF BASE WD -1 WOOD VLN R SHELF 0 N 5' -11" if) 0 CASEWORK ELEVATION —RM. #103 WD -1 RECESSED DISPLAY W/ MTL FRAME & WOOD VENEER FINISH WALL ELEVATION —RM #102 (1) LAYER 3/4" MDF SEMI -GLOSS FINISH, TYP. 3/8 " =1' -0" WC -1 3/8 " =1' -0" ANGLED WOOD VENEER SHELF 0 1) 1 V -8" r. REVIEWED FOR CODE COMPLIANCE APPROVED 1 F -2 -I SEAT UPHOLSTERED BENC 1" O TUBE STEEL, ELECTRSTATIC PAINT TO MATCH P -6 CO Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 SEP 21 2010 City of Tukwila 1 BUILDING DIVISION 1 PL P -LAM CO ERTOP RECYCLE/TRASH P -LAM CABINETS LOCKING P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION —RM. #105 CT2 (RESTR00M ELEVATION #104 �---- RUBBER BASE ? MDF BASE, TYP. i t 1 I I ! I i ( I )+ i I / 2' -2" 1' -6" 1' -6" 2' -2" i i 1 / / / 7' -5" / RM.# 100 a /e "= CASEWORK ELEVATION P -LAM ERTOP WITH PENCIL DRAWER RM.# 101 PL -7 P -LAM LOWER iv CABINETS WITH TWO ADJ. SHELVES P)LJ-1J--1 CAS ELEVATION .0 RM. #100 TENANT PROVIDED ART F -1 I UPHOLSTERED BENCH SEAT WITH BOLSTER WD -1l WOOD VENEER BENCH BASE AND INTEGRAL SIDE TABLE 1 PL-2 I RECYCLE/TRASH P -LAM CABINETS P -LAM COUNTERTOP — WITH 4" BACKSPLASH PL-3 3` -4' CLR. FOR REF. EQ. 1' -8" 2' -0' CLR. FOR D.W. L CASEWORK ELEVATION SIM. RM.# 106 3/8 " =1' -0" LOCKING P -LAM R CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION —RM. #102 P -LAM UPPER WITH TWO ADJUSTABLE SHELVES ADA COMPLIANT SINK & FAUCET P -LAM LOWER CABINETS WITH RS AND ONE ADJUSTABLE SHELF RECYCLE/TRASH P -LAM CABINETS INTEGRAL TOE KICK 3/8 " =1' -0" 3/8 "= -0" C 1 WD-1 RECESSED DISPLAY NICHE W/ MTh. FRAME & WOOD VENEER FINISH 3, -5" 5' -11" t STAINLESS STEEL REVEALS (CONT. TO INSIDE CORNER) WD -1 DISPLAY NICHE W/ E & WOOD VENEER FINISH (CONT. TO INSIDE CORNER) WALL ELEVATION —RM. #100/146 3/8 " =1' -0" P -3 1 DOOR /SIDELIGHT ASSEMBLY FLUSH MDF BASE WD -1 WOOD VLN R SHELF 0 N 5' -11" if) 0 CASEWORK ELEVATION —RM. #103 WD -1 RECESSED DISPLAY W/ MTL FRAME & WOOD VENEER FINISH WALL ELEVATION —RM #102 (1) LAYER 3/4" MDF SEMI -GLOSS FINISH, TYP. 3/8 " =1' -0" WC -1 3/8 " =1' -0" ANGLED WOOD VENEER SHELF 0 1) 1 V -8" r. REVIEWED FOR CODE COMPLIANCE APPROVED 1 F -2 -I SEAT UPHOLSTERED BENC 1" O TUBE STEEL, ELECTRSTATIC PAINT TO MATCH P -6 CO Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 SEP 21 2010 City of Tukwila 1 BUILDING DIVISION 1 PL P -LAM CO ERTOP RECYCLE/TRASH P -LAM CABINETS LOCKING P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION —RM. #105 CT2 (RESTR00M ELEVATION #104 �---- RUBBER BASE ? MDF BASE, TYP. i t 1 I I ! I i ( I )+ i I i I i i 1 6' -1" 4' -0» J,1'6", jr, 4' -O" 1' -6" 4' -O" 1' -6" 4' -0,t 1' -6" 4' -O" 1' -6" 4' -O" 1' -6" 4' -O" 1' -6" 4' -O" 1' -6" 4' -0" 1' -6" 1' meow. IUe(rc RY \I1 M 1 ADC ADDI ICT TA ►IBC WALL ELEVATION —RM. #120 OTHERS, TYP. 3/8 " =1' -0" BY OTHERS, TYP. RUBBER BASE 3/8 " =1' -0" 1t -6" 1' -6" 11 ENLARGED PLAN —RM. #104 1/4 " =1' -0" ACCESSORIES SCHEDULE SEE R /A.9.3 FOR MOUNTING HEIGHT REQUIREMENTS SYMBOL MANUFACTURER DESCRIPTION BOBRICK CONTURA SERIES RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE. PRODUCT NO. B -4369. VERIFY EXISTING LOCATION AND PROVIDE NEW PRODUCT BOBRICK STAINLESS STEEL HORIZONTAL GRAB GAR 42"X54° MODEL B -5897 AND VERTICAL GRAB BAR 18" MODEL B- 5806X18. BOBRICK CLASSIC SERIES RECESSED SEAT -COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET TISSUE DISPENSER, B -3574 NOT USED NOT USED NOT USED NOT USED PURISH GLASS SHELF K -14440 KOHLER PURE MODERN POLISHED STAINLESS STEEL WALL MOUNTED SOAP DISPENSER. KOHLER PURIST WADING POOL WALL MOUNTED LAVATORY K -2314 AND PURIST TWO HANDLE WALL -MOUNT LAVATORY FAUCET K- T14412 -4SN. BOBRICK CLASSIC SERIES SURFACE MOUNTED SINGLE ROBE HOOK B -671 BOBRICK WALL MOUNTED MIIRROR, B -165 2436 TOTO WALL MOUNTED FLUSHOMETER TOILET WITH VALVE CT708EVG -01 GENERAL NOTES 1. PROVIDE SUGATSUNE HARDWARE AT ALL CASEWORK LOCATIONS. HARDWARE PULL SPEC: SUGATSUNE; 26 SERIES #2650, 6" ST. STEEL FINISH: SATIN ofiti f, . 1325 Fifth Avtnur Suite 500. Sr,ttle . WA 98101 TEL: 70E587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal DALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS INTERIOR ELEVATIONS & ENLARGED PLANS RECEIVED CITY OF TUICWILA JUL 2 7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.6.1 1 PL-1 I P -LAM COUNIERTOP RECYCLE/TRASH P -LAM CABINETS EQ. 8' -0" / P -LAM CABINETS WITH TWO ADJUSTABLE SHELVES CASEWORK ELEVATION -RM.# 130 n 3/8-=, -0 P -LAM CABINETS WITH TWO ADJUSTABLE SHELVES UNDER CABINET LIGHTING 1 PL 5 ( P -LAM COUNTERTOP WITH 4" BACKSPLASH RECYCLE/TRASH P -LAM CABINETS 5' -6" CLR FOR COPIER CASEWORK ELEVATION RM. #131 3/8 " =1' -0" CASEWORK ELEVATION -RM. #135 3/8 " =1' -0" PL -5 I P -LAM COUNTERTOP WITH 4" BACKSPLASH CONTINENTAL MMl ILLS :...F13'00 PRCntiCRS cyF (IO4Cs Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 fv II ,F L 18" MIN. DEEP P -LAM „ :/WAVE SHELF PL -5 P —LAM COUNTERTOP WITH 4" BACKSPLASH CASEWORK ELEVATION -RM. #135 3' -11" CLR. 3/8 " =1' -0" 3' -3" 1 SS -1 SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH -11" CLR. U k9.4 PL -4 CASEWORK ELEVATION -RM. #142 RECYCLE/TRASH CABINETS 3/8 " =1' -0" 0 Co G N 70 M 7' -4" 2' -1" 2, -1" 3)-4" 0•,N 1 PL -4 P -LAM UPPER CABINLIS WITH TWO ADJUSTABLE SHELVES COFFEE COFFEE C SS -1 SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH PL -4 P -LAM CABINETS WITH TWO ADJUSTABLE SHELVES 2' -9" 2' -0' CLR. OR ICE MKR. CASEWORK ELEVATION -RM. #142 uZn �—i 3/8• =1'-o CASEWORK ELEVATION 1 PL -5 P —LAM UPPE CABINETS WITH TWO ADJUSTABLE SHELVES G A.9.4 CASEWORK ELEVATION -RM. #150 UNDER CABINET LIGHTING PL -5 I P -LAM COUNTERTOP WITH 4" BACKSPLASH RECYCLE /TRASH P -LAM CABINETS P -LAM LOWER AND DRAWER WITH ONE ADJUSTABLE SHELF 1 SS -1 I SCUD SURFACE COUNTERTOP WITH 4" BACKSPLASH RM.#1 44 It IM. PL 4 P -LAM LOWER S AND DRAWER WITH ONE ADJUSTABLE SHELF PL -4 P -LAM UPPER ABI1ETS WITH TWO ADJUSTABLE SHELVES ADA COMPLIANT SINK & FAUCET PL-31 P -LAM COUNTERTOP WITH 4" BACKSPLASH CASEWORK ELEVATION P -LAM CABINETS RM.#1 64 3/8 " =1' -0" 15' -0" 2' -1" 3' -0" 2' -2" 3' -0" 2' -2" 21 -8" 3' -0 CLR. FOR D.W. 2 -o CLR 3' -0" CL 13' -0" R. 2' -0" CLR FOR D.W. PL -4 P -LAM UPPER CABINLIS WITH TWO ADJUSTABLE SHELVES 2' -7 INTEGRAL TOE KICK CASEWORK ELEVATION -RM. #142 3/8 " =1' -0" CT-1 MOSIAC TILE SS -1 SOLID SURFACE TOP UPPER AND LOWER CABINETS TO ALIGN P -LAM LOWER S AND DRAWER WITH ONE ADJUSTABLE SHELF WALL ELEVATION -RM. #148 Q ) n 1 1 3/8 " =1' -0" FlLES AND P -LAM COUNTER BY FURNITURE VENDOR 1326 Fifth Avcnuc SOitr 606 . Scittit . wA 98101 TEL: 206567.7120 FAX:2315. 567.7122 All reproduction & intellectual property rights reserved c 2010 REVIEWED FOR CODE COMPLIANCE APPRQVED SEP 21 2010 City of Tukwila BUILDING DIVIRInni Professional seal No. Issue Description PRELIMINARY DD DRWGS DD SET CD /PERMIT SET CD REVISION Date 04.15.10 04.30.10 06.28.10 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: CS Project No: 09- 0144 -00 INTERIOR ELEVATIONS RECEIVED CITY OF TUK ILA JUL 2 7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.6.2 0 RECYCLE/TRASH P -LAM CABINETS Ck CASEWORK ELEVATION P -LAM CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF RM.# 165 3/8 " =1' -0 0 03 P -LAM UPPER ETS WITH TWO ADJUSTABLE SHELVES UNDER CABINET LIGHTING PL 5 ( P -LAM COUNTERTOP WITH 4" BACKSPLASH PL -6 RECYCLE/TRASH P -LAM CABINETS P -LAM LOWER CABINETS RAWER WITH ONE ADJUSTABLE SHELF E 5' -11" CLR. FOR COPIER CASEWORK ELEVATION -RM.# 168 3/8 " =1' -0" RECYCLE/TRASH P -LAM CABINETS LOCKING P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION RM.# 171 I 11 II • ::- - -,. III. 1' tl I r— j 1-.722 ` I I rz , -- - - • . a 1 r =i ....._. WALL ELEVATION -RM.# 182 3/8 " =1' -0" FILES AND P -LAM COUNTER BY FURNrFURE VENDOR FDOD PF:Q.T,6;CYS Chi cm Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 P -LAM MAIL BOXES PL -5 P -LAM COUNTERTOP PL -5 6' -1" 7' -0" 0 cv EQ. EQ. CASEWORK ELEVATION -RM.# 184 EQ. EQ. 12' -5" M 3/8 " =1 ' -0" ENLARGED PLAN RM. #191 1/4 " =1' -0" ENLARGED PLAN -RM. #201 1 /4 " =1' -0" =Q. EQ. P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES UNDER CABINET LIGHTING UPPER AND LOWER CABINETS TO ALIGN PL -5 I P -LAM COUNTERTOP WITH 4" BACKSPLASH P -LAM LOWER rS WITH TWO ADJUSTABLE SHELVES P -r( GLASS BACK PAINTED x. WD -1 SOLID WOOD TOP TO MATCH WOOD VENEER WD -1 WOOD VENEER 1/4" REVEAL 5' -11" 0 7-) 7/ ?ANGLEDf DESK CASEWORK ELEVATION -RM.# 191 PL-7 1821 2' -11" 2' -0" CLR. FOR REF. 4' -11" 1 PL -3 P -LAM COON ERTOP & BACKSPLASH LP16-1361T7LAM LOWER AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION -RM.# 202 3/8 " =1 ' -0" 3/8 " =1' -0" 8' -7 EQ. EQ. EQ. 6 —8 CLR. FOR GARBAGE BINS AND SHREDDER PL -5 1 P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES UNDER CABINET LIGHTING I PL -5 P -LAM COUNTERTOP WITH 4" BACKSPLASH 7 -6 CLR FOR COPIER CASEWORK ELEVATION -RM.# 184 1 3/8 " =1' -0" N 'T OPEN PL 7 1/4" REVEAL PL -7 0 7, �NGLED DESK 7' -4" 11' -10" CASEWORK ELEVATION RM.# 191 8 -2 3/8 " =1' -0" r) fitvitvvED FOR CODECOMPLIANGE 4 ononvED 5iY i 200 City of Tukwila BOLDING DIVISION OPEN TO BEYOND 0 P -LAM UPPER ETS WITH USTA:LE K) 1 PL -7 l P -LAM COUNTERTOP !f CASEWORK ELEVATION -RM.# 191 PL -7 CASEWORK ELEVATION RM.# 184 OPEN TO BEYOND BOX /BOX /FILE 4" INTEGRAL TOE KICK 1 PL -1 P -LAM COUN ERTOP & BACKSPLASH EQ. EQ. EQ. / 14' -8" EQ. ,1,2' 5" CLR. jr2' -5' CLR. Jr PL 2 RECYCLE/TRASH P -LAM CABINETS PL -2 P -LAM LOWER N1= ` AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION RM.# 204 3/8 " =1' -0" 3/8 " =1'— 1 , �» CASEWORK ELEVATION -RM.# 191 1:t25 Fifth Avenue Suite 500 . Srvtle . WA 98101 TEL: 205.587.7120 FAX:200. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS INTERIOR ELEVATIONS & ENLARGED PLANS RECEIVED CITY OF TUKWILA JUL 2 7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.6.3 \ PL 1 COU N• 7i •I it i ill - - -_- , -� 1i , 1.7:22 11 1 li . --- �i Pri ?NV ""■1, ■ ■ I ._..r1 A PL-2 ONE 1 SHELF EQ. EQ. / 6' -0" / / P -LAM IERTOP RECYCLE/TRASH CABINETS P -LAM LOWER ETS WITH IJUSTABLE (CASEWORK ELEVATION —RM.# 219 3/8 " =1' -0" 0 r 1 PL -1 P -LAM COUNTERTOP PL -2 RECYCLE/TRASH CABINETS P -LAM LOWER WITH ONE ADJUSTABLE SHELF EQ. / EQ. EQ. 8' -0" CASEWORK ELEVATION RM.# 236 3/8" =1' -0" 18" DEEP P -LAM MICROWAVE SHELF' PL -4 1 PL 4 1P -LAM UPPER CABIN IS WITH TWO ADJUSTABLE SHELVES PL -3 P -LAM COUN -ERTOP WITH 4" BACKSPLASH ADA COMPLIANT SINK & FAUCET RECYCLE/TRASH CABINETS CASEWORK ELEVATION RM.# 238 3/8" =1'_0" P -LAM LOWER EIS AND DRAWER WITH ONE ADJUSTABLE SHELF INTEGRAL TOE KICK „1X -011 --CASEWORK ELEVATION PL- P -LAM CO ERTOP RM.# 238 ale °_,, -o. (91\.....T. OD. ,1Rci4L'CrS Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 co 9' -5" CASEWORK ELEVATION —RM.# 238 PL -3 P -LAM COUNTERTOP 3/8 " =1 ' -0" 10" 11' -6" 10" 13' -2" L CASEWORK ELEVATION R RM.# 239 3/8 "= 0 N \ \ 0 N SINGLE JAMB -STUD LOCATION DOUBLE JAMB -STUD LOCATION 24' -'11 G PL -5 P -LAM COUNTERTOP CASEWORK ELEVATION —RM.# 262 3/8 " =1' -0" CASEWORK ELEVATION —RM.# 239 FILES AND P -LAM COUNTER BY FURNITURE VENDOR SINGLE JAMB -STUD LOCATION 1 PL -5 1 P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES UNDER CABINET LIGHTING PL 5 P -LAM COUNTERTOP WITH 4" BACKSPLASH PL -6 RECYCLE/TRASH - CABINETS Pt-6 P -LAM LOWER FIVE DRAWERS PL-6 P -LAM LOWER CAUIN I S WITH TWO ADJUSTABLE SHELVES PL -5 P -LAM COUNTERTOP 10 "I EQ. / X EQ. EQ. EQ. / / 13' -2" EQ. 10" /' CASEWORK ELEVATION —RM.# 239 CASEWORK ELEVATION RM.# 258 \ \ 0 0 N 8' -0" EQ. EQ. EQ. PL 5 I P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES FILES AND P -LAM COUNTER BY FURNITURE VENDOR UNDER CABINET LIGHTING 1 PL -5 P -LAM COUNTERTOP WITH 4" BACKSPLASH PL -6 RECYCLE/TRASH r1 CABINETS P -LAM LOWER AND DRAWER WITH ONE ADJUSTABLE SHELF 6' -0" CLR. FOR • COPIER 11 2' -4" 2' -8" 8'- 1, CASEWORK ELEVATION —RM.# 265 3/8 " =1' -0" I 1 3/8 " =1' -o" PL 6 P -LAM LOWER OPEN CABINETS WITH ONE ADJUSTABLE SHELF REVIEWED FOR CODE COMPLIANCE APpRnVED SEP 21 20;Li City of Tukwila BUILDING DIVI.cinr E �CASEWORK ELEVATION P -LAM UPPER ETS WITH THREE HEAVY DUTY ADJUSTABLE SHELVES PL -1 P -LAM LOWER hlLL 'ABINETS RM.# 266 3/8•_ ' urgers . eslgn In errors -r arch ec ure 132.6 Fifth Avenue Suite 5617 . SrnNc - INA 911101 TEL: 20 &587.7120 FAX:206. 597.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 802 ERED ITECT 'A A.MORGAN ST E OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07,19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: CS Project No: 09- 0144 -00 INTERIOR ELEVATIONS RECEIVED CITY OF TUKVVILA JUL 2 7 2010 PERMIT CENTER Original drawing is 30" x 42•'. Scale entities accordingly if reduced A.6.4 i iI 7 II ii ---------------ilt. c: 1.._, I ;: I - ii N• 7i •I it i ill - - -_- , -� 1i , 1.7:22 11 1 li . --- �i CASEWORK ELEVATION —RM.# 262 3/8 " =1' -0" CASEWORK ELEVATION —RM.# 239 FILES AND P -LAM COUNTER BY FURNITURE VENDOR SINGLE JAMB -STUD LOCATION 1 PL -5 1 P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES UNDER CABINET LIGHTING PL 5 P -LAM COUNTERTOP WITH 4" BACKSPLASH PL -6 RECYCLE/TRASH - CABINETS Pt-6 P -LAM LOWER FIVE DRAWERS PL-6 P -LAM LOWER CAUIN I S WITH TWO ADJUSTABLE SHELVES PL -5 P -LAM COUNTERTOP 10 "I EQ. / X EQ. EQ. EQ. / / 13' -2" EQ. 10" /' CASEWORK ELEVATION —RM.# 239 CASEWORK ELEVATION RM.# 258 \ \ 0 0 N 8' -0" EQ. EQ. EQ. PL 5 I P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES FILES AND P -LAM COUNTER BY FURNITURE VENDOR UNDER CABINET LIGHTING 1 PL -5 P -LAM COUNTERTOP WITH 4" BACKSPLASH PL -6 RECYCLE/TRASH r1 CABINETS P -LAM LOWER AND DRAWER WITH ONE ADJUSTABLE SHELF 6' -0" CLR. FOR • COPIER 11 2' -4" 2' -8" 8'- 1, CASEWORK ELEVATION —RM.# 265 3/8 " =1' -0" I 1 3/8 " =1' -o" PL 6 P -LAM LOWER OPEN CABINETS WITH ONE ADJUSTABLE SHELF REVIEWED FOR CODE COMPLIANCE APpRnVED SEP 21 20;Li City of Tukwila BUILDING DIVI.cinr E �CASEWORK ELEVATION P -LAM UPPER ETS WITH THREE HEAVY DUTY ADJUSTABLE SHELVES PL -1 P -LAM LOWER hlLL 'ABINETS RM.# 266 3/8•_ ' urgers . eslgn In errors -r arch ec ure 132.6 Fifth Avenue Suite 5617 . SrnNc - INA 911101 TEL: 20 &587.7120 FAX:206. 597.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 802 ERED ITECT 'A A.MORGAN ST E OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07,19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: CS Project No: 09- 0144 -00 INTERIOR ELEVATIONS RECEIVED CITY OF TUKVVILA JUL 2 7 2010 PERMIT CENTER Original drawing is 30" x 42•'. Scale entities accordingly if reduced A.6.4 0 5' -5" 3' -10" 4' -10" r 60" DIA _— e-A iO ;CLEAR ADA I SPACE i 48°X30 A6.5 CLEAR ADA © 1 SPACE ' 64"X48 Eli 4/ / / 3 T© 00 5' -5" 5' -4" 3' -4" ENLARGED PLAN — RM. #268B PP 3' -3" 5, -5 PL -3 JPL7JP —LAM COUNTERTOP WITH 4" BACKSPLASH P —LAB LOWER WITH DRAWER AND ONE ADJUSTABLE SHELF CASEWORK ELEVATION —RM.# 268B 1/4 " =1�_0" �J I 1—I_ 1 I- -� 3/8" =11 -0" 0 0) a ...:I - .__.._ _._ .: __.:..: _: ( _ \._::. I WD -1 °' \ CLOSE WITH , N ADJUE \ \� SHELV i 1 °' 1 - \ WD -1 I w___ R-- -- __ - - ______ -. -._ ._..- , _......__ OPEN �� I�� WITH ADJUS SHELV co EQ. EQ. EQ. EQ. / / 9, /6„ / / / / CASEWORK ELEVATION WOOD UPPER D CABINETS fW0 TABLE GLASS ES WOOD UPPER CABINETS WO (ABLE GLASS RM.# 268A 3/8 " =1' -0" . , rn N I °' I WD -1 n■ _ _.- --------- - -_. -. _ .. _ _ OPEN WITH ADJU$ SHELV 2. To 2' -3" 2' -1" 2' -1" 2' -1" 2' -1" 2' -1„ / / / / / / / 12' -6" / / CASEWORK ELEVATION RM.# 268A 3/8 " =1' -0" WOOD UPPER CABINETS WO (ABLE GLASS :S 7' -5" 2' CLR. EQ. EQ. 18" DEEP P LAM MICROWAVE SHELF 0 0 PL-4 P —LAM UPPER CAUINI_IS WITH TWO ADJUSTABLE SHELVES P—LAM COUNTERTOP WITH 4" BACKSPLASH ADA COMPLIANT SINK & FAUCET EQ. 2' -0" CLR. FOR D.W. 3' CLR. 11' -10" A.9.4 CASEWORK ELEVATIO —RM.# 273 17' -2" 3/8 " =1' -0" SIM 7" 4' -0„ 41 -0" 4' -0" 4' -0" 7" X / L CASEWORK ELEVATION —RM.# 281 (1) LAYER 3/4" MDF SEMI —GLOSS FINISH. TYP. P —LAM LOWER ETS AND DRAWER WITH ONE ADJUSTABLE SHELF INTEGRAL TOE KICK PL-51 P —LAM HEAVY DUTY STANDARDS AND BRACKETS FILES AND P —LAM COUNTER BY FURNITURE VENDOR BASE - i I I i i I I --� M 3' -3" 1 1' -6" 4 4' -0" 1 1' -6" 4 4' -0" 1 1' -6" 4 4' —O" 1 1' -6" 4 4' -0" 1 1' -6" 3 3' -3" CASEWORK ELEVATION WOOD UPPER D CABINETS fW0 TABLE GLASS ES WOOD UPPER CABINETS WO (ABLE GLASS RM.# 268A 3/8 " =1' -0" . , rn N I °' I WD -1 n■ _ _.- --------- - -_. -. _ .. _ _ OPEN WITH ADJU$ SHELV 2. To 2' -3" 2' -1" 2' -1" 2' -1" 2' -1" 2' -1„ / / / / / / / 12' -6" / / CASEWORK ELEVATION RM.# 268A 3/8 " =1' -0" WOOD UPPER CABINETS WO (ABLE GLASS :S 7' -5" 2' CLR. EQ. EQ. 18" DEEP P LAM MICROWAVE SHELF 0 0 PL-4 P —LAM UPPER CAUINI_IS WITH TWO ADJUSTABLE SHELVES P—LAM COUNTERTOP WITH 4" BACKSPLASH ADA COMPLIANT SINK & FAUCET EQ. 2' -0" CLR. FOR D.W. 3' CLR. 11' -10" A.9.4 CASEWORK ELEVATIO —RM.# 273 17' -2" 3/8 " =1' -0" SIM 7" 4' -0„ 41 -0" 4' -0" 4' -0" 7" X / L CASEWORK ELEVATION —RM.# 281 (1) LAYER 3/4" MDF SEMI —GLOSS FINISH. TYP. P —LAM LOWER ETS AND DRAWER WITH ONE ADJUSTABLE SHELF INTEGRAL TOE KICK PL-51 P —LAM HEAVY DUTY STANDARDS AND BRACKETS FILES AND P —LAM COUNTER BY FURNITURE VENDOR BASE - i I I i i I I --� M 3' -3" 1 1' -6" 4 4' -0" 1 1' -6" 4 4' -0" 1 1' -6" 4 4' —O" 1 1' -6" 4 4' -0" 1 1' -6" 3 3' -3" CASEWORK ELEVATION RM.# 268A 3/8 " =1' -0" WOOD UPPER CABINETS WO (ABLE GLASS :S 7' -5" 2' CLR. EQ. EQ. 18" DEEP P LAM MICROWAVE SHELF 0 0 PL-4 P —LAM UPPER CAUINI_IS WITH TWO ADJUSTABLE SHELVES P—LAM COUNTERTOP WITH 4" BACKSPLASH ADA COMPLIANT SINK & FAUCET EQ. 2' -0" CLR. FOR D.W. 3' CLR. 11' -10" A.9.4 CASEWORK ELEVATIO —RM.# 273 17' -2" 3/8 " =1' -0" SIM 7" 4' -0„ 41 -0" 4' -0" 4' -0" 7" X / L CASEWORK ELEVATION —RM.# 281 (1) LAYER 3/4" MDF SEMI —GLOSS FINISH. TYP. P —LAM LOWER ETS AND DRAWER WITH ONE ADJUSTABLE SHELF INTEGRAL TOE KICK PL-51 P —LAM HEAVY DUTY STANDARDS AND BRACKETS FILES AND P —LAM COUNTER BY FURNITURE VENDOR RUBBER B BASE - i I I i i I I --� M 3' -3" 1 1' -6" 4 4' -0" 1 1' -6" 4 4' -0" 1 1' -6" 4 4' —O" 1 1' -6" 4 4' -0" 1 1' -6" 3 3' -3" GRAPHIC IMAGES BY OTHERS, TYP. WALL ELEVATION —RM.# 2727 3/8 " =1 ' -0" VINYL LETTERS APPLIED TO MDF BY OTHERS, TYP. RUBBER BASE 1 CASEWORK ELEVATION —RM.# 276 (kICASEWORK ELEVATION —RM.# 282 1 1 1 r —1 3/e ° =1'-o° EQ. EQ. 2. 3" 8' -0" TYP. EQ. EQ. i/ / / fF , ;/ %� , • i r , F /.. f .f if ;�. F/�/ / J ,f//// / / /d: WHITEBOARD ELEVATION, TYP. STAND —OFFS, TYP. BACK PAINTED GLASS WHITE BOARD, PAINT TO MATCH WALL COLOR. 3/8 " =1 ' -0" FILES AND P —LAM COUNTER BY FURNITURE VENDOR FILES AND P —LAM COUNTER BY FURNITURE VENDOR REVIEWED FOR CODE COMPLIANCE aPDWIVED SEP 21 2010 City of Tukwila BUILDING DIVISir Q 0 CASEWORK ELEVATION RECYCLE/TRASH CABINETS LOCKING LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF RM.# 289 3/8 " =1' -0" ACCESSORIES SCHEDULE SYMBOL MANUFACTURER DESCRIPTION O BQBRICJC RECEPTACLE. RECESSED PAPER 1OWE1. DISPOSER MD WASTE PRODUCT NO. 8 -4369. VERY DUStaG towns 1ON MAD PRO OE NEW PRODUCT ® CONLIJRA SEAS SURFACE-MOUNTED MU., -ROLL TCW 11S9X DISC. PRODUCT NO. B-4288 0 STMILESS Sim. SHELF B- 295%36 . 3 ® BOB= CLASSIC SERB SURFACE MOWED MOLE ROBE HOOK 8-671. 1HREE NOOKS AT EMI MIN ® TED SOAP DISPENSER. ® 180 LAVATORY O 1BD SHOWER FAUCET ® BOBRICK HEAVY DULY SHOWER CU1TM4 ROD WITH CONCEALED HARDWARE. B -207 gO 80BRI C WIYL SHOWER C JRTMI 204-3 10 1110/1. MOUNTED MIRROR. 8-165 2436 11 18D TOILET CONTINENT-1A \4 iL Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 • .' burgess design interiors O architecture 13211 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:205. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: CS Project No: 09- 0144 -00 INTERIOR ELEVATIONS & ENLARGED PLANNcEIVED CITY OF.TUKWILA JUL 2.7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.6.5 WHITEBOARD ELEVATION, TYP. STAND —OFFS, TYP. BACK PAINTED GLASS WHITE BOARD, PAINT TO MATCH WALL COLOR. 3/8 " =1 ' -0" FILES AND P —LAM COUNTER BY FURNITURE VENDOR FILES AND P —LAM COUNTER BY FURNITURE VENDOR REVIEWED FOR CODE COMPLIANCE aPDWIVED SEP 21 2010 City of Tukwila BUILDING DIVISir Q 0 CASEWORK ELEVATION RECYCLE/TRASH CABINETS LOCKING LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF RM.# 289 3/8 " =1' -0" ACCESSORIES SCHEDULE SYMBOL MANUFACTURER DESCRIPTION O BQBRICJC RECEPTACLE. RECESSED PAPER 1OWE1. DISPOSER MD WASTE PRODUCT NO. 8 -4369. VERY DUStaG towns 1ON MAD PRO OE NEW PRODUCT ® CONLIJRA SEAS SURFACE-MOUNTED MU., -ROLL TCW 11S9X DISC. PRODUCT NO. B-4288 0 STMILESS Sim. SHELF B- 295%36 . 3 ® BOB= CLASSIC SERB SURFACE MOWED MOLE ROBE HOOK 8-671. 1HREE NOOKS AT EMI MIN ® TED SOAP DISPENSER. ® 180 LAVATORY O 1BD SHOWER FAUCET ® BOBRICK HEAVY DULY SHOWER CU1TM4 ROD WITH CONCEALED HARDWARE. B -207 gO 80BRI C WIYL SHOWER C JRTMI 204-3 10 1110/1. MOUNTED MIRROR. 8-165 2436 11 18D TOILET CONTINENT-1A \4 iL Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 • .' burgess design interiors O architecture 13211 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:205. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: CS Project No: 09- 0144 -00 INTERIOR ELEVATIONS & ENLARGED PLANNcEIVED CITY OF.TUKWILA JUL 2.7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.6.5 CONTINENT-1A \4 iL Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 • .' burgess design interiors O architecture 13211 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:205. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: CS Project No: 09- 0144 -00 INTERIOR ELEVATIONS & ENLARGED PLANNcEIVED CITY OF.TUKWILA JUL 2.7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.6.5 TS POST BELOW (2 LOCATIONS) OUTLINE OF STRINGER BELOW n 0 (7) RISERS (6) TREADS * 00 /— 4" dI L BENCH BELOW ENLARGED STAIR PLAN -1ST FLOOR GUARD RAIL OUTLINE OF STRINGER BELOW TS POST BELOW (2 LOCATIONS) 3/8"=1'-0" — r— 12"0.C.(TYP.) (9) RISERS (8) TREADS EDGE OF SLAB a 0 oo ENLARGED STAIR PLAN- 2ND FLOOR 3/8"=1'-o" --•----I P-6 I HANDRAIL 3/8" GLAZING GUARDRAIL POST BRACKET-SEE SK-4 LINE OF CEILING] SOFFIT BEYOND GUARDRAIL- SEE Q/A.8.1 1'— 0 OPEN STAIR- SE P/A.8.1 % T.S. STRINGER 0:=GSTAIR SECTION 1 P 6 I RAIL T.S. 3"X3 POST (4) ■ LOCATIONS -(2) 1 AT EACH LANDING 44- 1 3/8" = r—o" RIO0 co PO 1/2" MTL STAIR TREAD SUPPORT BRACKET 2" 10 1/2" STAIR DETAIL STAIR TREADS DUAL BLADE GUARDRAIL POST 3/8"GLAZING BOTTOM CHANNEL GUARDRAIL SUPPORT BRACKET TUBE 8"X3" STEEL STRINGER NTS • TS 8X3 W/ ELECTROSTATIC APPLIED SCUFF MASTER PAINT (OR APPROVED EQUAL) - COLOR TBD STRINGER CONNECTION 1/e STL BASE PLATE WELDED TO BOTTOM OF TS 8X3 W/ ELECTROSTATIC APPLIED SCUFF MASTER PAINT (OR APPROVED EQUAL) - COLOR TBD. ALL EDGES SHOULD BE EASED AND SMOOTH. BASE PLATE TO EXTEND OUT BEYOND TS 3/8" ALL AROUND (4) 1/2' HIL11 STL STEEL KWIK BOLT 3 CONC. ANCHORS W/ 3 1/2' EMBEDMENT DETAIL 0 LO LINE OF CEILING- SOMT BEYOND STAIR SECTION REVIEWED FOR— CODE COMPLIANCE ApponvEn SEP 21 2U1d City of Tukwila BUILDING DIViRinto STAIR DETAIL CON-1 MORTAR CONCRETE 1/4" FAUX METAL SUPPORT BRACKET GUARD RAIL POST BRACKET 3/8" = 1 TOP RAIL -METAL W/ELECTROSTATIC APPLIED SCUFF PAINT (OR APPROVED EQUAL) COLOR TBD DUAL BLADE GUARDRAIL POST -METAL W/ELECTROSTATIC APPLE SCUFF PAINT (OR APPROVED EQUAL) COLOR TBD INTERMEDIATE RAIL-METAL W/ELECTROSTATIC APPLIED SCUFF PAINT (OR APPROVED EQUAL) COLOR TBD STAIR TREAD SUPPORT BRACKET 1/4" MTL W/ THE BOLT TUBE 8"X3" STEEL STRINGER ELEVATION PLAN NTS TS 3X3 W/ ELECTROSTATIC APPLIED SCUFF MASTER PAINT (OR APPROVED EQUAL) - COLOR TBD 1/4" STL. BASE PLATE WELDED TO BOTTOM OF TS 8X3 W/ ELECTROSTATIC APPLIED SCUFF MASTER PAINT (OR APPROVED EQUAL) - COLOR TBD. ALL EDGES SHOULD BE EASED AND SMOOTH. BASE PLATE TO EXTEND OUT BEYOND TS 3/8" ALL AROUND (2) 1/2" HILTI STL STEEL KWIK BOLT 3 CONC. ANCHORS W/ 3 1/2" EMBEDMENT STAIR POST CONNECTION DETAIL 0 GUARD RAIL DETAIL io 1/4" SL SUPPORT 1/4" ST. SUPPORT EXIST. BEAM WEB 2 2" 3/8" GLAZING BOTTOM RAIL-METAL WELECTROSTATIC APPUED SCUFF PAINT (OR APPROVED EQUAL) COLOR TBD DIRECTLY APPLY GWB TO ANGLE AT SLAB EDGE. EDGE OF OPENING 5/8. GWB DUSTING BEAM 21" 25 GA. MIL STUDS 0 O.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING (1) POWDER ACTUATED HIL11-X-U FASTENER 0 24" O.C. W/ 3/4. EMBEDDMENT. GWB SUSPENSION SYSTEM. REFER TO RCP. FIN. CLG REFER TO RCP 'v UCTURAL W/WASHER TYP. UCTURAL NTS CONCRETE TUBE 8"X3" STEEL STRINGER CriMEMIA AUG 2 5 2010 PERMIT CENTER STNR CONNEC11ON TO BEAM TO BE REVIEWED & APPROVED BY LANDLORD TAIR CONNECTION TO BEAM DETAIL NENTAL M ILLS_ igloo Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors 4) architecture 1:126 Fifth Avenue Suite 500 . Seattle . WA 913101 TEL: 206.587.7120 FAX:206. 687.7122 All reproduction & intellectual property rights reserved c 2010 f/2 Professional seal No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD/PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV./PERMIT SUBMITTAL 07.26.10 A ASI NO. 1 PERMIT REVISIONS 08.23.10 08.25.10 Drawn by: RW Reviewed by: Project No: 09-0144-00 CS ENLARGED STAIR PLAN/ DETAILS Original drawing is 30" x 42". Scale entities accordingly if reduced A.8.1 DOOR & HARDWARE GENERAL NOTES SIDELIGHT /GLAZING SCHEDULE DOOR SCHEDULE DOOR SCHEDULE © 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3, DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILTIY REQUIREMENTS. SIDELIGHT NUMBER SIDELIGHT ,,, c� FIRE RATING (MIN) FRAME MATERIAL en z DOOR NUMBER DOOR HARDWARE GROUP I w � ARE RATING (MIN) z DOOR NUMBER DOOR HARDWARE GROUP FRAME MATERIAL FIRE RATING (MIN) z SILL HEIGHT HEADER HEIGHT SIDEUGHT TYPE NOMINAL WIDTH NOMINAL HEIGHT NOMINAL WIDTH NOMINAL HEIGHT � '� ® 4' T -0" AFF 36' A 1/4" TEMPERED N/A MTL - ►' E E E MTL N/A EXTERIOR ENTRY DOOR TO BE RETRO HI I tU FOR CARD READER ACCESS-COORDINATE INSTALLATION TE W/ SECURITY VENDOR FOR TYPE AND SEGALE 202 3' -0" T -0" A 7 MTL N/A N/A 8' -0" AFF VIF B 1/2" TEMPERED N/A N/A - 203 3' -0' T -0' C MTL N/A HARDWARE GROUP 3 m 36" 7' -0" AFF 36' C 1/2" TEMPERED N/A N/A - �4 S 101 6' -0a 3' -6" 8' -0' 7' -0' D E ��� 9 N/A MTL N/A N/A 204 205A 3' -01 6' -0" 7' -0' 7' -0" A 3 11 MTL MTL N/A N/A A HARDWARE GROUP HARDWARE HARDWARE ) REMARKS 102 3' -0" T -0" F 3A MTL N/A 205B 3' -0' 7' -0' A 5 MTL N/A x'1 PAIRED, MAGNETIC SHEAR LOCK WITH CARD READER 3 (2) SATIN ALUM. HEADERS ' 1 1 ' ACCESS CONTROL SYSTEM (BY OTHERS) SYSTEM SHALL COMPLY WITH I INTERNATIONAL BUILDING CODE SECTION F w r" 3 -0 r "� 7 -0 C � "` MTL N/A 206 r 3 -6 r w 7 -0 E 10 MTL N/A (2 CONCEALED OVERHEAD CLOSERS - _ ?— = =�— , ` U -- • . '] 1 •� .:. ' PROFILE 1 • 'S ' SIDELIGHT /GLAZING TYPES 104 3' -0' T -0" A 7 MIL N/A 207 3' -6• T -0' E 9 MIL N/A 105 3' -0' T -0" F 3A Mn N/A 208 3' -6' T -0' E 9 MTL N/A PROFILE 1 ' 'S . NON -RATED I I REQUIREMENTS. t0�•I,• • . � ► 1 • DOOR • 1 �� 3' v Yom. v .r 210 3' -6" T -0" E 9 MTL N/A 1� -0' 7 -0 C 3 MTI_ N/A 08 3 -6 T -0 F 3A MTL N A 211 3' -6" T -0' E 9 MIL N/A BOTTOM DOOR BOTTOM 1 :1 1 ' 1 CARD READER PROVIDED BY OTHERS. © 1 *VERIFY DEPTH REQUIREMENTS FOR MAG SHEAR LOCKS PRIOR TO ORDER) HEIGHT L SILL HEIGHT 1 / ODIZE 109 3' -6" T -0' E 10 MTL N/A 212 31 -6" 7' -0" E 9 MTL N/A \ ACLUM NUM E GLAZING AS 110 3' -0" T -0' E 9 MTL N/A 213 3' -6" 7' -0' E 9 MTL N/A % �/ `�, ,/ l ; ` '; %` f SCHEDULED 111 3' -0" 7' -0' E 9 MTL N/A 214 3' -6" 7' -0" E 9 MTL N/A ° c 2 SINGLE, STORAGE FUNCTION WITH CARD READER NON -RATED '; ■ ■ q. Ill 1 k 1:1.1 • l . ., ACCESS CONTROL SYSTEM (BY OTHERS) SYSTEM SHALL COMPLY WITH INTERNATIONAL BUILDING CODE SECTION ' ► (3.LEAL_RINGES o1 1; 1. ; 11 IVES 58E11 4.5 X 4.5 646 LCN 1461 • : • 112 3' -0" 7-0" A 3 MTL N/A 215 3' -6" 7'-0" E 9 MTh N/A 113 3' -0" 7' -0" E 9 MTL N/A 216 3' -6' 7' -0" E , MTL N/A 1 FLOOR - MOUNTED DOOR STOP 1 ELECTRIC STRIKE 1 1 ' '• 1 1 EMENTS. >yQ �/V Q � � • 114 3' -0" T -0' E 9 MTL N/A 217 3' -6" T -0' E /3\ 10 , MTL N/A 115 3' -0" 7' -0' E 9 MTL N/A 219 3' -0" 7'-0" A MTL N/A CARD READER PROVIDED BY OTHERS. I 116 3' -0' 7' -0" E MTL N/A 220 3' -0' T -0' A 5 MTL N/A _Ns. GROUP 3 SINGLE, PASSAGE LATCHSET 3 HSET�_ �� 1 1 619 (3A) DESIGNATES HARDWARE TO BE PROVIDED BY DEMOUNTABLE PARTITION VENDOR AND MATCHES (3) WIDTH 117 119 3' -0° 3' -6" T -0" T -0' E 3' 9 MTL MTL N/A N/A 221 222 3' -0' 3' -6" T -0" T -0" A E 5 10 MIL MTL N/A N/A 646 b NON -RATED ' �1 - v 11 `-" D DOOR STOP IVES WS406CCV / STOPS 111 1 1 E E E E M MTL MTI_ N A N A EXTERIOR ENTRY DOOR TO BE RETRO f l l I tD FOR CARD READER ACCESS- COORDINATE W/ SECURITY VENDOR FOR TYPE AND SEGALE FOR INSTALLAl10N 223 3 -6 7 -0 E 9 MTL N A GROUP 4 SINGLE, OFFICE LOCKSET 1> > LION LOCKSET ,• 81 •1 _ = = = �` �"' a } f ` / , % FRAMELESS GLASS PANELS 224 226 3; 6� 3 -6 7; -0', 7 -0 E E 10 10 MTL MTL N A / N A ► :: • ' . .� NON -RATED •.rr' 'i =' 01 1'7) DOOR STOP r 16 , r 6 -0 7'-0' B �• 111 4 3' -0" T -0" A Mll N/A 228 3' -6' T -0" E 10 MTL N/A GROUP 5 SINGLE, STOREROOM LOCKSET _ 1• 11 NCTION LOCK _ SET , 3 EA. HINGES 1:1•I T •. . ' ' ' 1 %/ w � '4 \ ; r f i %/ IN 'U' CHANNEL . 126 3' -6" T -0" E 3 3A MTL N A 229 3' -6" T -0" E 10 MTL N A NON -RATED ,, ' �'�'`''�1 DOOR STOP 1 • 127 . r 3'-0" r w 7'-0" E MTL N/A 230 r w 3 -6 r w 7 -0 E 9 MTL N/A 129 r w 31-0" r w 7 -0 A MTI_ N/A 231 r w 3 -6 r w 7 -0 E 9 MTI_ N/A GROUP 6 PAIRED, ELECTRIC LOCKSET /3 WITH C ' 1 ' vdl • NON -RATED 3 (1) ELECTRIC LOCKSET () (1) ELECTRIC HINGE 1:1 • ► ACCESS CONTROL SYSTEM (BY OTHERS) SYSTEM SHALL COMPLY WITH INTERNATIONAL BUILDING CODE SECTION REQUIREMENTS. ta)S. 1.9.' CARD READER PROVIDED BY OTHERS. ' 130 6' -0" 7' -0" B 8 MTL N/A 232 3' -6" 7'-0' E 9 MTL N/A NES 5BB11W4 5 EA. HINGES 1 5BB1 4.5 X 4.5 646 . ' r .. i 6 r -0 r 7 r -0 w B w6 MTL N/A 234 31-0" 7.-0" -A - - 5 MTL N/A 1 WALL- MOUNTED DOOR STOP E. 1 . WIDTH WIDTH 132B 3' -0" 7' -0" A 5 MTL N/A 235 3' -0" 7-0' A 5 MTL N/A 2 CLOSERS ! LCN 1461 689 ' "I B "I COORDINATOR DOOR CONTROLS 133 6' -0" 7' -0" B 12 MTL N/A 236 3' -0' 7' -0' A 3 MTL N/A 1 ASTRAGAL . 1 t34- 6' -0" T -0" B MTL N/A 240 3' -0" T -0' A 5 MIL N/A F' 111• CONTROLS :1 .1 , 2 WALL STOPS 1, IVES WS406CCV US15 135 61 -0" 7' -0" B 3 + MIL N/A 241 3' -0" 7' -0" E 10 MTL N/A AUTOMATIC BOLT TOP , 1 BOTTOM, I ACTIVATED 1 1 111• 1 111• CONTROLS 842 US26D _39B - CLEAR 136 3' -0" 7' -0" E �1 MTL N/A 242 3' -0" 7' -0' E 9 MTh N/A / MODIRZEDE GLAZING AS 137 3' -0" 7' -0" E 3 3A MIL N/A 243 3' -0" 7' -0' E 10 MTL N/A % �/ SCHEDULED �9A E E E N/A EXTERIOR ENTRY DOOR TO BE RETRO FITTED FOR CARD READER ACCESS - COORDINATE W/ SECURITY VENDOR FOR TYPE AND SEGALE FOR INSTALLATION 245 3' -6' T -0" E 9 MIL N/A GROUP 7 w •; o� «11� 1. KSET 1 1 I ' PROVIDE 'OCCUPIED' SIGNAGE. 246 3' -6' 7' -O' E 9 MTL N A / SINGLE, PRIVACY LOCKSET 3 (3) EA. HINGES - NON -RATED 1) OCCUPIED INDICATOR TBD 3. WS 1 6CCV US15 6' -0" 7' -0" B s _ MIL N/A 247 3' -6' T -0' E 10 MTL N/A c J "' ■ - i 1 ' al i s - op 140 3' -0' 7' -0" C 3 MTL N/A 248 31 -0" 7' -0' C 3 MTL N/A GROUP 8 ; lit„ ; ,y11, 1. PAIRED, CLASSROOM LOCKSET ©• E' TA NON -RATED DOOR 1 1 1 1 ' a SCHALGE ND7OPD ' 1 1 141 3' -0' 7'-0" C MTL N/A 249 3' -0" T -O' A 7 MTL N/A NES 5BB1 646 143 6' -0" 7' -0" B 3 12 MTL N/A NO CARD READER REQUIRED 251 3' -6" 7' -0' E 9 MTL N/A \ y WIDTH COORDINATOR T� 11'1 CONTROLS ►' E E E MTL N/A EXTERIOR ENTRY DOOR TO BE RETRO FITTED FOR CARD READER ACCESS- COORDINATE W/ SECURITY VENDOR FOR TYPE AND SEGALE FOR INSTALLATION 252 • 3 -6 • 7 -0 E 9 MIL N/A ASTRAGAL 1] 'I ,r C 253 3' -6" 7'-0' E 10 MIL N/A 1 DP v 111, CONTROLS : 1 .1 ' AA/ALL STOP 1448 3' -0" T -0" 3 MTL N/A 255 3' -6" T -0" E 9 MIL N/A 11' 1' 149 3' -0' 7' -0" A 5 MTL N/A 256 3' -6 7' -0" E 9 MIL N/A (1) AUTOMATIC FLUSH BOLT TOP I 1 BOTTOM, 1 1 111• ACTIVATED 151 3' -6" 7' -0" E 9 MTL N/A 257 3' -6' 7'-0" E 10 MTL N/A 152 3� -6" 7' -0" E 9 M11- N/A 259 3' -6' 7.-0* E 9 MIL N/A GROUP 9 1 111' PROVIDED BY DEMOUNTABLE PARTITION VENDOR. ' 153 31-6" 7' -0" E 9 MTL N/A 260 3 -6 7 -0 E - 9 MTL N/A SINGLE, SLIDING DOOR PULL NON -RATED 154 3' -6' 7-0" E 9 MTL N/A 261 3' -6' 7'-0' E 9 MIL N/A 155 3' -6" 7' -0" E 9 MTL N/A 263 3' -0" 7' -0" A 3 MTL N/A GROUP 10 SINGLE, SLIDING DOOR LOCKSET (1) SLIDING DOOR LOCKSET & DOOR PULL ASSEMBLY ' ' PROVIDED BY DEMOUNTABLE I PARTI1ON VENDOR. - . (IBC 2009) _ 1008.1.4.4 Access controlled egress doors. The entrance doors in a means of egress in buildings with an occupancy in Group A, B, I -2 M, R -1 or R -2 and entrance doors to tenant spaces in occupancies in Groups A, B, E, I -2, M R -1 and R -2 are permitted to be equipped with an approved entrance and egress access control with all of the following criteria: doors. The doors shall be arranged to unlock by a signal from or loss of power to the sensor. 2. Loss of power to that part of the access control system which locks the doors shall automatically unlock the doors. 3. The doors shall be arranged to unlock from a unlocking device located 40inches to 48 inches vertically above the floor and within 5 feet of the secured doors. Ready access shall be provided to the manual unlocking device and the device shall be clearly identified by a sign that reads "PUSH TO EXIT ". When operated, the manual unlocking device shall result in direct interruption of power to the lock -- independent of the access control system electronics - -and the doors shall remain unlocked for a minimum of 30 seconds. 4. Activation of the building fire alarm system, if , provided, shall automatically unlock the doors, and the doors shall remain unlocked until the fire alarm system has been reset. 5. Activation of the building automatic sprinkler or fire detection system, if 4?vdoec:s sall automacay unoc. shall remain unlocked until the fire alarm system has been reset. occupancy 6. Entrance doors in buildings with ar. occ�.pa�� in Group A, B, E, or M shall not be secured from the egress side during periods that the building open to the general public. 156 3' -6" 71-011 E 9 MTL N A / 267 '- ' 3 6 '- " 7 0 E 9 MTL N/A N/ NON -RATED 157 3' -6" 7.4)• E 10 MTL N/A 268A 3' -0' 7' -0' F 10 MTL N/A GROUP 11 (1) CLASSROOM FUNCTION LOCKSET 1 • i ; . • 158 3' -6" 7' -0• E 10 MIL N/A 268B 3' -0" T -0" A 4 MTL N/A SINGLE, CLASSROOM LOCKSET (3) EACH HINGES _ NES •� 160 3' -6" 7'- ' 0 E 9 MTh N/A 271A 3 -0 7 -0 " F 3 MTL N/A NON -RATED • 1 . ' ___(1�e_WALL..�STOP 163 3' -0' T -0" A 2 MTL N/A 271B 3' -O" 7' -0' F 3 MTL N/A GROUP 12 y 1.. ; ! 1 ; , wE 1. ►-� 1:1'1 . 1 1 165 r w - 3 0 r w - 7 0 A 3 MTh N/A 275 •_ • 3 0 • 7 -0 A 10 MIL N/A PAIRED, STOREROOM LOCKSET �l s. • 166 167 3' -6' S -6" 7' -0" 7'-0" E E 9 9 MTL MIL N/A N/A 277 3' -6' 7' -0" E 10 MTL N/A NON -RATED 111 • 1 1 1 1 • ' ► COORDINATOR 111 • CONTROLS 278 3' -6' 7' -0" E 10 MIL N/A 1 ASTRAGAL 1' PEMKO E E E E. MTL N/A EXTERIOR ENTRY DOOR TO BE RETRO FITTED FOR CARD READER ACCESS- COORDINATE W/ SECURITY VENDOR FOR TYPE AND SEGALE FOR INSTALLATION 280 3' -0" 7' -0" A MIL N/A ► 1 1 • . 11 111 • CONTROLS :1 61 / *R 1 • ,r 281 3 -0 " • 7 -0 4 MTI_ N/A _ AUTOMATIC , 111 1 ' 1 3' -0-0' ' T A 3 M TL N/A 283 3' -0' 7' -0" E MIL N/A 172 3' -6' 7' -0' E 10 MTL N/A 284 3' -0' 7' -0" E 9 MIL N/A 173 31 6" 7' -0" E 10 MTL N/A 285 3' -0' 7' -0' E 10 MTL N/A ' INTERNATIONAL 1 11 1 1 q • 1 • ' 1 PROVIDED . OTHERS. 74 3' -6" 7' -0" E MT N/A 286 3' -0" T -0" E 10 MI N/A Ii'1ti 176 177 3' -6' 3' -6' 7' -0" T -0' E 3 10 } MIL MTL N/A N/A 287 289A 3' -0" 3' -0' T -0" 7' -Ow E F 9 3 MTL MIL N/A N/A LOCKSET r READER :1 SIDES (1) 111 • 1 E• DUSTING , • 1 1 1 E 1 111. 1 1 1 1 .. 1 1 _ 178 3' -6' 7' -0" E 10 MTL N/A 2898 3' -0" T -O" F 3 MTL N/A REVIEVV�� 1'� 180 3' -6' 7' -0" E 9 MIL N/A - CODE COMPLIANCE 181 3' -0' T -0' E 10 MTL N/A 3 ROOF ACCESS DOOR DOOR TYPES 183 3' -0" 7'-0' A MTL N/A E 13 MTL N/A SEP ¢' "J � " 300 E E 186 3' -0' T -0' E 9 MTL N/A VE INACTIVE ACTIVE 187 3' -0" 7' -0" E 9 MTL N/A City of Tukwila _ CD \ \ \ \ ANODIZED �\ / ' \ \ \ \ \ \ \ CLEAR ANODIZED ALUMINUM FRAME FLUSH S.C. 188 3' -0' 7' -0" E 9 MTL N/A BUILDING r����conA° - -CLEAR ALUMINUM FRAME FLUSH S.C. _ 189 3' -0" T -0" A 5 MTL N/A a , / 1 WOOD DOOR = CLEAR COAT MAPLE / 1 . WOOD DOOR CLEAR COAT MAPLE WIDTH WIDTH A '1 B INACTIVE ACTIVE HEIGHT L " � \'___ \ SATIN ALUMINUM / \ �r Log........( CITY pFTUK1AAlA AUG 252010 PERMIT CENTER 1/4. TEMPERED GLASS INSERT it iF C '\ CLEAR ANODIZED = ALUMINUM FRAME _ FLUSH S.C. \ �, < r ? �\ I �' j,�' /' \ :// / �; NEW HERCULffE TEMPERED GLASS DOORS. SATIN ALUMINUM PULL SPEC: TBD. --- WOOD DOOR CLEAR COAT \ \� � N \ WI TH MAPLE I, y WIDTH y y 'I 'I C 1 D (>1' I DEMOUNTABLE ASSEMBLY ASSEMBLY WIDTH � WIDTH .E F #FBoI, P'Ro,tuyS Or Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 eI burgess design interiors d architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL 206.587.7120 FAX:206. 597.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 8 7 1 ISTERED CHITECT ALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 �3\ ASI NO. 1 PERMIT REVISIONS 08.23.10 08.25.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS DOOR SCHEDULE/ SIDELIGHT SCHEDULE/ DETAILS Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.9.1 BOTTOM OF STRUCTURE / 11-14 PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION -WHERE NOTED ON PLANS. 011 40* 1!!!:1111 12" LEG AT STRUCTURE - ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2 1/2'x25 GA METAL STUD BRACING 0 48' OC TO STRUCTURE SUSPENDED CEILING AS. SCHEDULED GRID SPACER BLACK METAL TOP TRACK ATTACHED TO BRACING W/2 SELF - TAPPING SM. SCREWS O 48 "oc, AND 3/4" PIPE SLEEVES PROVIDE INSULATION 2 1/2" X 25 GA METAL STUDS O 24" OC, TO 101 -7" MAX. HEIGHT. 1 LAYER 5/8' TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS. PROVIDE MOISTURE RESISTANT G.W.B. AT ALL PARTITIONS ADJACENT TO OR AT BACK OF PLUMBING FIXTURES. FASTENED TO FRAMING W/#6 SCREWS 12' O.C. POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB K ") CEILING HT. PARTITION 0" 4" BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 3" =1' -0" 12" LEG AT STRUCTURE - ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2 1/2"x25 GA METAL STUD BRACING 0 48" OC TO STRUCTURE 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF - TAPPING SM. SCREWS O 48 "oc, AND 3/4' PIPE SLEEVES SUSPENDED CEILING AS SCHEDULED 1/2" REGLET TO MATCH BLACK TRACK REVEAL PARTITION TYPE 'D' 0" 8" INSULATION 2 1/2" X 25 GA METAL STUDS 0 24' OC, TO 10' -7" MAX. HEIGHT. 1 LAYER 5/8' TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS, FASTENED TO FRAMING W/ /6 SCREWS 0 12" O.C. POWDER DRIVEN FASTENER O 24" O.C. MET. RUNNER TRACK SEALANT CONCRETE SLAB SIM CONDITION: PROVIDE GWB ON ONE SIDE ONLY 12" 3 " =1' -0" Cs 1/2' PARTITION TYPE 'A' BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK 1/2" REGLET TO MATCH BLACK TRACK REVEAL CEILING AS SCHEDULED 3 5/8" X 20 GA. METAL STUDS STUDS ® 24' OC, TO 14' -9' MAX. HEIGHT 1 LAYER OF 5/8" TYPE 'X' GYP. BD. EA. SIDE OF METAL STUDS, FASTENED TO FRAMING W /116 SCREWS 0 12" O.C. INSULATION UON ON PLANS POWDER DRIVEN FASTENER 0 24' O.C. MET RUNNER TRACK SEALANT CONCRETE SLAB BOTTOM OF STRUCTURE 4" 8" 3 " =1' -0" 12" PARTITION TYPE 'E' 2"X2"X12" MIN. LEG AT STRUCTURE - ATTACH W 2 POWDER DRIVEN F ERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' -0' OR LESS 2 1/2'x25 GA METAL STUD BRACING 8' -0' OC TO STRUCTURE DIRECTION ALTERNATE. PARTIONS PERPENDICULAR TO PARTIT1ON ACT AS BRACE PLENUM OF 5' -0' TO 1O' -0" SHALL USE NESTED OR BACK TO BACK 3 -1/2" 25 GA. STEEL STUDS. ABOVE 10' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDMONAL INFORMATION. MAX PARTION WEIGHT 15Ibs. /P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8" CONT. FOAM SOUND ISOLATION TAPE BLACK METAL TOP TRACK ATTACHED TO BRACING W/2 SELF - TAPPING SM. SCREWS O 48'oc, AND 3/4' PIPE SLEEVES INSULATION WHERE NOTED ON PLANS 2 1/2" X 25 GA METAL STUDS O 24" OC, TO 10' -7" MAX HEIGHT 1 LAYER 5/8" TYPE 'X" GWB ONE SIDE ONLY. FASTENED TO FRAME W/ 16 SCREWS 0 12' O.C. POWDER DRIVEN FASTENER 0 24 "O.C. META_ RUNNER TRACK SEALANT CONCRETE SLAB 4" 8" 12" 3 " =1' -0" 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE -TYP. 8 GA. VERTICAL HANGER WIRE AT 41 -0' EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2' BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT CROSS RUNNER 111, MAIN RUNNER //N%S.h. DISTANCE FROM BRACING . WIRES TO CROSS RUNNERS NOTE PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SECTION 1621 MINIMUM STANDARD PER SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH CITY OFFICIALS. GWB SEISMIC DIAGRAM 5/8" G.W.B. ATTCHED TO CROSS RUNNERS ONLY. EXISTING STRUCTURE NTS 12 GA. BRACING WIRE A A SEISMIC COMPRESSION STRUT 2 GA. VERTICAL HANGER WIRE AT 4' -0' EACH WAY WITH MINIMUM 3 TIGHT TURNS IN k% 1 1/2' BOTH ENDS OF WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1621 MINIMUM STANDARD: SECTION 9.6 ASCE 7. SEE NOTES ON M /A.9.2. ACT SEISMIC BRACING DIAGRAM & NOTES NTS VERTICAL TRACK ATTACHED TO EACH MIL STUD W /(2) 1 6 SCREWS, TYP. SOFFIT SECTION SEE PLANS / ELEVATIONS IJIIIIOVLllIII EXTENT OF SOFFIT © H & J TYPE WALL REFER TO DETAILS N & P /A.9.3 PARTITION TYPE 'B' 3 " =1' -O" GWB TOP CAP 1/4' QUIRK PAINT BLACK J -BEAD - FINISH AND PAINT TO MATCH WALL COLOR. 5/8" TYPE "X' GYP META_ STUDS / INTERMEDIATE SUPPORT PROVIDE INTERMEDIATE PARTIAL HEIGHT PARTITION SUPPORT POSTS AS NEEDED. PROVIDE PARTIAL HEIGHT SUPPORT POSTS AT ALL OPEN ENDED WALL TERMINATION, TYPICAL SEE P /A.9.2 METAL BOTTOM TRACK SECURED TO SLAB BASE AS SCHEDULED r--- FLOORING AS SCHEDULED .■1111M1111111111111111111111142a EXISTING WINDOW MUWON ALUM. BREAK SHAPE, TO MATCH EXISTING MUWON FINISH W/ 1/2" RIGID FOAM INSULATION 2 1/2' JAMB STUD EXISTING EXTERIOR WINDOW SILL GLAZING © MULLION 4" 8" 12" 3 " =1' -0" 22' 20 GA. MTL STUDS 24" O.C. SECURE TOP TRA T U R AB i USING (1) POWDER ACTUATED HIL11 -X -U FASTENER 0 24" O.C. W/ 3/4" EMBEDDMENT. TYP. 0 SOFFET FRAMING SCHEDULED A.C.T. CEILING . REVIEWED FOR CODE COMPLIANCE 4 001 fMED Sir; 21 2LfU 2 1/2' 25 GA. City of Tukwila METAL STUD C'•� BRACING 0 8' -0' O.C. ATTACH' (. ILDING DIVI,gIfN VERTICAL STUD W /(2) 16 SCREWS CONTINUOUS CORNER BEAD D (i (1) ONE LAYER r GYPSUM BOARD CEILING SIM CONDMON: PROVIDE F.T. BLOCKING ATTACHED TO EACH JOIST W/ (2) 16 SCREWS FOR DEMOUNTABLE WALL ATTACHMENTS 22" 25 GA. MTL JOISTS 0 24" O.C. EP) ISOMETRIC 2 1/2" X 2 1/2 X 3/16' STEEL TUBE POST 3/16" 2 1/2" X 7 1/2" X 1/4' STL BASE PLATE ANCHORED TO FLOOR /11/ 3/4' TYP. (4) 1/2" DIA. EXP. BOLT ANCHORS WITH 2 -1/2" MIN. EMBED + + n M VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: 2006 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS ( , AMERICAN SOCIETY OF CML ENGINEERS (115L' X95) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (,91Sream" PARI111ONS THAT ARE TIED TO THE CEIU BRACED TO STRUCTURE. BRACING S D 1 BE INDEPENDENT ONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY F CEILING SPLAY BRACING SYSTEM. PER IBC 1621.1.2 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7 -02 ITEM 9.6.2.6.2.2a. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. PER CISCA ZONES 3 -4 ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS PER S.F., PER ASCE 7 -05 ITEM 9.6.2.6.1. ALL WIRE 11ES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' 0.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASCE 7 -05 SECTION 9.6.2.6.2.2. ITEM f. 5K°E1!IRA811IG LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACING IS REQUIRED FOR CEIUNGS OVER 1,000 S.F. PER ASCE 7 -05 SECTION 9.6.2.6.2.2 ITEM c. 611111110v/ LATERAL FORCE BRACING SHALL BE 12' 0.C. MAX. •. PE1NOIEW SEISMIC ZONES 3 -4. SPLAY WIRES SHALL BE 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER CI51!,f1eSEISMIC ZONES 3 -4. SPLAY WIRES 3 -4. ITHIN 2' OF THE CONNECTIO SUSPENDED CEILING. PER OI6BAme RI61B.I W lNG MAO BE USED IN LIEU OF SPLAY WIRES. PER 4SireSECT1ON 9.6.2.6.2.2. VIXIDLASTRUTS ;UST BE 'OSITNELY ATTACHED T019108PRISIMMISMITIFID THE STRUCTURE ABOVE. PER CISCA 3 -4. +111811BAIGS_. WALL MOLDINGS (PERIMETER CLOSURE ANGLES TO HAVE A HORI ONT THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL THE WALL AND BE FREE TO SUDEPPRIVeP9696 SECT2 ITEM b. MOULDING CONSISTENT AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANANGEMENT DIMENSIONS MUST BE AND CITY APPROVAL THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). PER CISCA SEISMIC ZONES 3 -4. SPREADER BARS LEARANCE FROM THE END OF THE GRID SYSTEM 4FTEITALIZIAQUEDAALLS. PERACE -- SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT.".® WIRES SHALL NOT BE IN UEU OPWWWWWWk PER -4. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8' OF PERIMETER WALL HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. COUNTER SLOPING WIRES TO BE A PAIR OF WIRES SLOPING AWAY FROM GRID MEMBER IN OPPOSITE DIRECTIONS AT A MIN. 45 ANGLE FROM PLANE OF CEILING. PER ASTM C 636 SECTION 2.1.4 HANGER WIRES SHALL BE 12 GAGE AND SPACED 4" 0.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3 -4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. PER CISCA ZONES 3 -4 POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. PER ASCE 7 -05 SECTION 9.6.1.6.5. UST BE SUPPORTED WIRITIOP811141, WITH A PERIMETER WIRE. PER CISCA ZONES 3 -4. fwasrsawm• 4111.1111111111111.11.1.1110 ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FORM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER CISCA SEISMIC ZONES 3 -4. TANDEM FIXTURES MAY UI1UZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. ♦"l...1w SEISMIC SEPARATION JOINTS �i-- lnr-- lsl, ---• EXISTING WINDOW MUWON EXTERIOR WINDOW SILL - 2 1/2" JAMB STUD rt.] [4%747 rt. 111 tamsamomen 1 ALUM. BREAK SHAPE, TO MATCH EXISTING MUWON FINISH W/ 1/2' RIGID FOAM INSULATION GLAZING © CORNER MULLION 4" 8" 12" 3 " =1' -0" FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7 -05 ITEM 9.6.2.6.2.2D. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMEITED AS AN ALTERNATE. PER ASCE 7 -05 9:6.2.6.23.2 ITEM E. (1 DEMOUNTABLE PARTITION BY FURNITURE VENDOR PAINTABLE SEALANT STANDARD GWB PARTION PER PLAN crtvo�TU�° LA AUG 2 5 2010 PERMIT CENTER STANDARD WALL @ DEMOUTABLE PART. 8" 12" 3 " =1' -0" C014.111NE AL Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 e., •., burgess design I interiors 0 architecture 1126 Fifth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587 7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 802 GISTERED ARCHITECT RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 A ASI NO. 1 PERMIT REVISIONS 08.23.10 08.25.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS PARTITION DETAILS Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.9.2 \/\ BOTTOM OF STRUCTURE LONG LEG TOP TRACK 31' X 20 GA. METAL STUDS © 16" OC, FULL HT. TRACK — HORIZ. 2" 20 GA. ATTACH TO EACH VERTICAL STUD W/ (2) #6 SCREWS 31" X 20 GA METAL STUDS @ 24" OC. 1 LAYER OF i" TYPE 'X" GYP. BD. . SERVER ROOM MET RUNNER TRACK POWDER DRIVEN FASTENER 0 24 "oc SEALANT 12" 1/4" 22" JOISTS 20 GA 0 24" O.C. CEIUNG AS SCHEDULED 1 LAYER OF " TYPE "X' GYP. BD. . RESTROOM SIDE POWDER DRIVEN FASTENER 0 24 'oc MET RUNNER TRACK SEALANT CONCRETE SLAB PARTITION TYPE 'F' - PLUMBING WALL � 0„ 4" 8" 12" NOTES: 3"_1'_0" PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS END OF PARTITIONS. 3—#8 PAN HEAD SHT. MTL SCREWS 6 "x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION Wmi ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. RESTROOM BLOCKING 39 " -41 " 42" vIN. 1 —1/4" 0x42 "L GRAB BAR - 1'-0" W.C.— N) 0 z_ NTS WALL— MOUNTED LIGHT FIXTURE, WHERE OCCURS LAV. U z O z TOILET PAPER DISPENSER RESTROOM MOUNTING HEIGHTS 24 "x30" `` SELF FRAMED MIRROR 1/4" 1 BOTTOM OF STRUCTURE 1 - PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTMON. 1 11111111 1111 11111111111111111111111 111111111111111111111 X X G PARTITION TYPE 'G' 2"X2"X12' MIN. LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' -0" OR LESS 2 1/2'x25 GA METAL STUD BRACING 8' —O" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5' -0' TO 1O' -0" SHALL USE NESTED OR BACK TO BACK 3 -1/2" 25 GA. STEEL STUDS. ABOVE 10' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 151bs. /P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8" CONT. FOAM SOUND ISOLATION TAPE BLACK METAL TOP TRACK ATTACHED TO BRACING W/2 SELF — TAPPING SM. SCREWS 0 48 "oc, AND 3/4' PIPE SLEEVES 2 1/2" 25 GA. MTL HORIZONTAL SPJD ATTACHED TO EACH VERTICAL STUD W /(2) #6 SCREWS INSULATION 2 1/2" X 25 GA METAL STUDS 0 24" OC, TO 10' -9" MAX. HEIGHT. 1 LAYER 5/8' TYPE "X" GYP. BD. ONE SIDE OF METAL STUDS POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB 0„ 4" 8" 12" r 3"=1'--0" PAINTABLE SEALANT DEMOUNTABLE PARTTIION BY FURNITURE VENDOR STANDARD GWB PARTITION PER PLAN STANDARD WALL @ DEMOUNTABLE WALL 1-1/2"0x361 GRAB BAR 2' -0" 1' -0" W (),-) 0 0 0 H- O O NON -HC LAV. 0 z U z X O z NON HC ACCESSIBLE URINAL NTS NON HC ACCESSIBLE W.C. HC ACCESSIBLE W.C. 4- z N) 3 "_1,_0„ r) z td- -H �— IIIIIIIIIIIIIIIIII III Milli l]IIIIfI1 ij ll11lf CPT TO VCT TRANSITION TO VCT TRANSITION CENTERLINE OF DOOR AND TRANSMON STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RRERS�P ENT TRANSMON RESILIENT FLOOR AS SCHEDULED DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW M s AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH FINISHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. C) GENERAL DEVICE ALIGNMENT NTS GWB SOFFIT W/ 22" — 25 GA. CEIUNG JOISTS PER DETAIL H /A.9.2 22" 25 GA. METAL TRACK ATTACHED TO EA. STUD W/ (2) #6 SCREWS SOAP DISP. X O 1/4" BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTmON. 1 sWille Aiiir J‘ 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD X VARIES SEE PLAN 1\r-- PARTITION TYPE 'H' PLENUM HEIGHT OF 5' -0" OR LESS 2 1/2 "x25 GA METAL STUD BRACING 0 8' -0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5' —O" TO 10' -0" SHALL USE NESTED OR BACK TO BACK 3 -1/2" 25 GA. STEEL STUDS. ABOVE 10' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDMONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs. /P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8' CONT. FOAM SOUND ISOLATION TAPE BLACK METAL TOP TRACK ATTACHED TO BRACING W/2 SELF — TAPPING SM. SCREWS 48 "oc, AND 3/4" PIPE SLEEVES 2 1/2" 25 GA. MTL HORIZONTAL STUD ATTACHED TO EACH VERTICAL STUD W /(2) #6 SCREWS INSULATION 2 1/2" X 25 GA METAL STUDS 0 24" OC, TO 10' -9' MAX. HEIGHT. 1 LAYER 5/8' TYPE "X" GYP. BD. ONE SIDE OF METAL STUDS POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB 8" MIN- �� 6" MAX // /TOE CLEARANCE 1' -5' MIN DEPTH I 3,_1,_0" BUBBLER BOTTOM OF STRUCTURE 1 PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTFON —WHERE NOTED ON PLANS 1 t 1 girt," GWB SOMT W/ 2r PER DETAIL H/A.9.2 25 GA. CEILING JOISTS 2," 25 GA. METAL TRACK ATTACHED TO EA. STUD W/ (2) #6 SCREWS 61,4 NTS 12" LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2 1/2 "x25 GA METAL STUD BRACING 48" OC TO STRUCTURE .--- SUSPENDED CEILING AS SCHEDULED 1/4" PARTITION TYPE 'J' NAPKIN DISPOSAL UNIT TOILET PAPER DISPENSER PAPER TOWEL DISPOSAL UNIT PAPER TOWEL DISPENSER UNIT EWC GRID SPACER BLACK METAL TOP TRACK ATTACHED TO BRACING W/2 SELF — TAPPING SM. SCREWS 0 48 "oc, AND 3/4" PIPE SLEEVES PROVIDE INSULATION 2 1/2' X 25 GA METAL STUDS 0 24" OC, TO 1O' -7" MAX. HEIGHT. 1 LAYER 5/8' TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS. PROVIDE MOISTURE RESISTANT G.W.B. AT ALL PARTIONS ADJACENT TO OR AT BACK OF PLUMBING FIXTURES. FASTENED TO FRAMING W / #6 SCREWS 0 12" O.C. POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB X N NOTE 1 X u N 0 z O z 3"=1'--0" EWC FIRE EXTINGUISHER CABINET WALL PHONE HC ACCESSIBLE 1V-0"± F.V. CONTINUOUS UNISTRUT BY GC ATTACHED TO CROSS UNISTRUT. BOTTOM CHORD OF STEEL JOIST UNISTRUT BY GC ATTACHED WITHIN 6" OF EACH LOWER CHORD PANEL POINT USING BEAM CLAMPS. 5/8" GWB OVER 2 " 25 GA. MTL. STUDS © 24" O.C. EXTEND FRAMING AND GYPSUM TIGHT TO EXISTING • ROOF DECK. APPLY ACOUSTICAL INSULATION AND CAULK AT JOINTS, PENETRATIONS AND DECK VOLUTES TO INSURE COMPLETE SEAL. SWAY BRACING AS REQ. 3/8" ALL THREAD SUSPENSION BRACKET BY HUFCOR 73/8"X21/2" CEILING PER SCHEDULE OPERABLE PARTITION SPECIFICATION MANUFACTURER HUFCOR MODEL 642 SERIES OPERATION MANUAL PANELS PAIRED FLAT PANELS TRIM COLOR TBD COVERING UP FULL PANEL TBD PANEL FINISH TBD STC RATING 52 WEIGHT PER PANEL 9.5 POUNDS PER SQUARE FOOT K TOP OF FIN. FLOOR EXISTING CONCRETE SLAB SYSTEM DEMOUNTABLE PARTITION REVIEWED FOR CODE COMPLIANCE A pDRf VED Sr' 2 1 2UJ City of Tukwila BUILDING DIVIRM tIllnumolow 1 _ 1/2"=1'-0" (71Lk D 1.dO1Yt.L.AE t4J2 Pi/ MILLS.. F3t7I3 Pfti:3U:CTS Tai CE-E 2Ii:- Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK \NEST TUKWILA, WA 98138. burgess design, Interiors e0 architecture • 1326 Fifth Ave, ttc SuiU 500. Sr tit.. WA 9A101 TEL: 206..587.7120 FAX:20G. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS DETAILS RECEIVED CITY OF TUKWILA JUL 2 7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities -accordingly if reduced A.9.3 2' -1" MELAMINE CABINET INTERIOR. CABINET DOORS— PLASTIC LAMINATE PER FINISH SCHEDULE 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 361 IN WIDTH. VARIES (SEA ELEV.) UNDER CABINET LIGHTING, WHERE NOTED ON ELEVATION BACKSPLASH (WHERE OCCURS) SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE 0 0 0 0 0 0 0 0 0 0 0 ADJ. SHELVES W/ MELAMINE FINISH W w w w V1 N cr w_ CABINET DOORS — PLASTIC LAMINATE PER FINISH SCHEDULE BASE AS PER SCHED. FINISH FLOOR LINE VARIES (SEE ELEV.) UPPER & LOWER CASEWORK — P —LAM LJZn �� i- i /s ° =r —o° 0 0 0 0 0 LD sil 2' -1" 6" MAX. • 7 a cV 8 1/32" LINE OF CEILING CABINET DOORS — PLASTIC LAMINATE PER FINISH SCHEDULE MELAMINE CABINET INTERIOR ADJ. SHELVES W/ MELAMINE FINISH UNDER CABINET UGHIING, WHERE NOTED ON ELEVATION PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL I SOLID SURFACE CONTERTOP -- PER FINISH SCHEDULE s PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED — REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT AS REQ'D VARIES (SEE ELEV.) CABINET DOORS — PLASTIC LAMINATE PER FINISH SCHEDULE BASE AS PER SCHEDULE. TURN INSIDE ® CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. R ADA SINK SECTION LINE OF CABINET (BEYOND) SOLID SURFACE 1' -2" 2' -1" MELAMINE CABINET INTERIOR. CABINET DOORS — PLASTIC LAMINATE PER FINISH SCHEDULE 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. UNDER CABINET UGHTING, WHERE NOTED ON ELEVATION PROVIDE P —LAM BACK SPLASH AS INDICATED ON ELEV SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE I2c-4 PER FINISH SCHEDULE I'— PROVIDE 5" SOLID PANEL WHEN SINK PROVIDE CABINET DOORS— PLASTIC LAMINATE PER FINISH SCHEDULE ADJ. SHELVES W/ MELAMINE FINISH BASE PER SCHED. FINISH FLOOR LINE kARIES (SEE ELEV UPPER & LOWER CASEOWRK — P —LAM rVz ° =i' —a' 1' -2" 2' -1" MELAMINE CABINET INTERIOR. CABINET DOORS PLASTIC LAMINATE PER FINISH SCHEDULE 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 11 SHELVES IF OVER 36" IN WIDTH. VARIES (SEE ELEV.) UNDER CABINET LIGHTING, WHERE NOTED ON ELEVATION BACKSPLASH (WHERE OCCURS) SCRIBE TO WALL SOLID SURFACE CONTERTOP PER FINISH SCHEDULE ADJ. SHELVES W/ MELAMINE FINISH CABINET DOORS— PLASTIC LAMINATE PER FINISH SCHEDULE BASE AS PER SCHED. FINISH FLOOR UNE —J w w N w VARIES (SEE ELEV.) 1'-2" 0 0 0 0 0 0 0 0 0 0 0 0 LINE OF CEILING 2' -1" CABINET DOORS — PLASTIC LAMINATE PER FINISH SCHEDULE MELAMINE CABINET INTERIOR ADJ. SHELVES W/ MELAMINE FINISH UNDER CABINET LIGHTING, WHERE NOTED ON ELEVATION PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED — REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT AS REQ'D IJ w J W w W in W Cr- a CABINET DOORS— PLASTIC LAMINATE PER FINISH SCHEDULE BASE AS PER SCHEDULE. TURN INSIDE ® CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. ` LINE OF CABINET (BEYOND) ADA SINK SECTION P —LAM 1 -1 /2 " =1' -0" MELAMINE CABINET INTERIOR. r— CABINET DOORS - 1 PLASTIC LAMINATE PER FINISH SCHEDULE I 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. 2' -1" UPPER & LOWER CASEWORK —SOLID SURF UNDER CABINET UGHT1NG, WHERE NOTED ON ELEVATION w J w w w N w ce PROVIDE P —LAM BACK > SPLASH AS INDICATED ON ELEV SCRIBE TO WALL SOLID SURFACE CONTERTOP PER FINISH SCHEDULE PROVIDE 5" SOLID PANEL CABINET DOORS PLASTIC LAMINATE PER FINISH SCHEDULE ADJ. SHELVES W/ MELAMINE FINISH BASE PER SCHED. FINISH FLOOR LINE UPPER 8c LOWER CASEWORK SCRIBE TO WALL PROVIDE P —LAM BACK INDICATED ON ELEV CONTERTOP W /PLASTIC PER FINISH SCHEDULE SPLASH AS LAMINATE LOCK, WHERE INDICATED ON ELEVATIONS ADJ. SHELVES CABINET DOORS — PLASTIC LAMINATE PER FINISH SCHEDULE BASE AS PER SCHED. FINISH FLOOR UNE VARIES (SEE ELEVATIONS) D' LOWER CABINET P —LAM 2' -6" 1-1/2"=V-0" BACKSPLASH (WHERE OCCURS) SCRIBE TO WALL PLASTIC LAMINATE COUNTERTOP v�/ / //AIMPAI / //1//////////// M r 2"X2" ALUMINUM SUPPORT AT SIDE AND BACK WALL INSTALL FLUSH WITH SURFACE OF CLEATS STEEL SUPPORT BRACKET CO 24" O.C. MAX. BLOCK AS REQUIRED. PAINT TO MATCH WALL COLOR. WORKSURFACE — P —LAM 1 I N 2' -1 1 -1/2 "= SCRIBE TO WALL PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE P TRASH /RECYCLE BIN BY TENANT PLASTIC LAMINATE DOOR PER FINISH SCHEDULE FINISH FLOOR LINE VARIES (SEE ELEVATIONS) TRASH /RECYCLE CABINET — P f-1" SOLID SURF 1 -1 /2 " =1' -0" LAM 1 -1 /2 " =1' -0" ' -0" SCRIBE TO WALL PLASTIC LAMINATE COUNTERTOP AND DRAWER M LOWER DRAWER P —LAM N BACKSPLASH (WHERE OCCURS) SCRIBE TO WALL SOLID SURFACE COUNTERTOP 1-1/2"=v—o" SUPPORT BRACKET 0 24" O.C. MAX.. PAINT TO MATCH WALL COLOR. FINISH AT LEDGER FINISH FLOOR LINE VARIES (SEE ELEVATIONS) BAR SOLID SURFACE 1 -1 /2 " =1' -0" HARDWARE SUBSTITUTION ALLOWED W/ WRITTEN PERMISSION REVIEWED FOR CODE COMPLIANCE A PDall��a ScP 21 2 i.J IYofTukwjla Vi BUILDING DIviRnAl 12" SCRIBE TO WALL PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SOLID SURFACE CONTERTOP PER FINISH SCHEDULE 6" STAINLESS STEEL GROMMET W/ LID 5" FALSE DRAWER FRONT PANEL TRASH /RECYCLE BIN BY TENANT CABINET DOORS — PLASTIC LAMINATE PER FINISH SCHEDULE FINISH FLOOR LINE VARIES (SEE ELEVATIONS) TRASH/RECYCLE_CABINET — SOLID SURFACE Q a ADJUSTABLE SHELVING K &V #87 HEAVY DUTY STANDARD AT 32" O.C. ATTACH TO STUDS PAINT GRADE 3/4" PLYWD. W/ WD. EDGE CAPS PAINT COLOR AS SPECIFIED K & V 1187 HEAVY DUTY BRACKET WITH SHELF REST PARTITION W/16 GA STUDS /RUNNERS © 16' O.C. NOTE: SEE ELEVATIONS FOR MOUNTING HEIGHTS 0" 4" 2' -1" 8" 12" SCRIBE TO WALL jSOLID SURFACE COUNTERTOP PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED — REFER TO PLUMBING DWGS 3 " =1' -0" PLASTIC LAMINATE PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT AS REQ'D BASE AS PER SCHEDULE. TURN INSIDE CAD CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. VANITY SECTION LINE OF CABINET (BEYOND) 1- 1/2 " =1' -0" NTNiE`,\! -I °r FEt!7U 99,'4j t C 'S €aF CHOI(_ Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 •w, burgess design interiors ® architecture 1320 Fifth AVCnuC Suite 000. Seattle . WA 0 101 TEL: 206.5S/.7120 FAX:20a 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description PRELIMINARY DD DRWGS DD SET CD /PERMIT SET CD REVISION Date 04.15.10 04.30.10 06.28.10 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: . CS Project No: 09- 0144 -00 MILLWORK DETAILS RECEIVED CITY OF TUKIMLA JUL 2 7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.9.4 M PLAM COUNTERTOP PER FINISH SCHEDULE /ELEV. ADJ. SHELVES W/ WHITE MELAMINE FINISH BASE AS PER SCHED. FINISH FLOOR LINE A ISLAND SECTION RM. #239 1-1/2"=1'-0" 1, -0" 2' -1" 1/4" ALUMINUM FACE TO MATCH ADJACENT FRY REGLET REVEAL WOOD VENEER NICHE LCD BY OTHERS PROVIDE BLOCKING AS REQUIRED W -J W VARIES VARIES, SEE A.2A.1 s— • I PLASTIC LAMINATE COUNTERT TOP. 3 1/20 FULL PIECE SUPPORT 2 "X2" ALUMINUM SUPPORT AT SIDE AND BACK WALL INSTALL FLUSH WITH SURFACE OF CLEATS APPLIED SCHEDULED BASE STEEL SUPPORT BRACKET ® 24" O.C. MAX. BLOCK AS REQUIRED. PAINT TO MATCH WALL COLOR SEE N /A.9.2 SIM. ISLAND SECTION RM. #238 HORIZONTAL STUD W /CLOSURE TRACK HEADER, ATTACHED TO 20 GA. JAMB STUDS @ EACH SIDE OF OPENING PROVIDE BRACE 0 EACH SIDE OF JAMB WALL 1-1/2"=V-0" P —LAM SHELVES W/ P —LAM DIVIDE PANELS SCRIBE TO WALL COUNTERTOP W /PLASTIC LAMINATE FINISH PER FINISH SCHEDULE IIIDWIAWAWiTAIi iiAW iI ri► ►iMI ■ 1' -8" SEE ELEVATION SUPPORT BRACKET 0 24" O.C. • MAX.. PAINT TO MATCH WALL COLOR. FINISH AT LEDGER NEW INSULATED INTERIOR PARTITION —REFER TO A /A.2A.1 FOR PARTTON TYPE BASE PER SCHEDULE FLOOR FINISH PER SCHEDULE SEE ELEVATION MAIL SLOT SECTION -RM #184 1 -1 /2 " =1' -0" 13========== Et/ SCKIBE 10 WALL PROVIDE P —LAM BACK INDICATED ON ELEV CONTERTOP W /PLASTIC PER FINISH SCHEDULE SPLASH AS LAMINATE DRAWER — PLASTIC LAMINATE PER FINISH SCHEDULE BASE AS PER SCHED. FINISH FLOOR LINE VARIES (SEE ELEVATIONS) LOWER CABINET -P -LAM 1, -0" EQ. EQ. i o �.�' 0 k o o . 0 0 a o o o 0 0 0 0 0 0 0 0 o 0 0 o o o 0 o J =— -- 0 0 o 0 0 0 0 0 o 0 0 0 0 i 0 1- 1/2 " =1' CABINET DOORS —WOOD VENEER PER FINISH SCHEDULE WOOD VENEER CABINET INTERIOR. WOOD VENEER ADJ. SHELVES. CABINET DOORS —WOOD VENEER PER FINISH SCHEDULE WOOD VENEER CABINET INTERIOR. WOOD VENEER ADJ. SHELVES. BASE PER SCHEDULE FINISH FLOOR LINE J w W V) > W J W W W N WOOD VENEER CABINET SECTION 1 -1/2 1, -0" 2' -1 SCRIBE TO WALL CONTERTOP W/ WOOD VENEER PER FINISH SCHEDULE ADJ. SHELVES W/ MELAMINE FINISH W W N CABINET DOORS — PLASTIC LAMINATE PER FINISH SCHEDULE BASE AS PER SCHED. FINISH FLOOR LINE J W W t!) RECEPTION CREDENZA LJ LINE. OF CABINET BEYOND WOOD VENEER CABINET INTERIOR. GLASS ADJ. SHELVES. WOOD VENEER CABINET INTERIOR. GLASS ADJ. SHELVES. 1 BASE PER SCHEDULE / FINISH FLOOR UNE 1-1/2"=V-0" W J W W W v) w J W W W N J W W W N T) WOOD VENEER CABINET SECTION 1 -1 /2 " =l ' -0" 1" FRY REGLET REVEAL CHANNEL SCREED, DRM -50 -100 NEW PARTITION CONSTRUCTION, SEE A.2A.1 REVIEWED FOR CODE COMPLIANCE 4PDR!OVED SEP 21 2010 J W W W N City of Tukwila BUILDING DIVISION 2 —1 M 1 SCRIBE TO WALL CONTERTOP W/ WOOD VENEER PER FINISH SCHEDULE ADJ. SHELVES W/ MELAMINE FINISH -J W W CABINET DOORS— PLASTIC LAMINATE PER FINISH SCHEDULE BASE AS PER SCHED. FINISH FLOOR LINE RECEPTION CREDENZA 1 1 -1 /2 " =1' -0" LINE OF CEILING AS SPECIFIED MELAMINE CABIENT INTERIORS ADJ. SHELVES W/ MELAMINE FINISH CABINET DOORS— PLASTIC LAMINATE PER FINISH SCHEDULE I !1 Al DRAWER — PLASTIC LAMINATE PER FINISH SCHEDULE BASE AS PER SCH. FINISH FLOOR UNE CD 0 o FULL - HEIGHT CABINET -RM #266 PLASTIC LAMINATE FIXED CABINET 1/4" GLASS SIDE PANELS, BEYOND OUTED CHANNEL, \ PAINTED TO MATCH PLASTIC LAMINATE // TYP. 2' -1 7f PLASTIC LAMINATE SHELF WOOD VENEER SCRIBE TO WALL CONTERTOP W/ WOOD VENEER PER FINISH SCHEDULE W W W W ADJ. SHELVES W/ MELAMINE FINISH CABINET DOORS — PLASTIC LAMINATE PER FINISH SCHEDULE BASE AS PER SCHED. FINISH FLOOR UNE W J W W W f!1 RECEPTION CREDENZA 1 -1/2 "= 1' -1 1/2" 2' —O" MICROWAVE 1-1/2"=1'-0" 2' -1" UNE OF CEILING AS SPECIFIED HARDWOOD FRENCH CLEAT — ATTACH LOWER CLEAT TO STUDS W/ MIN. 2—X3" #10 SHEET MTL SCREWS; ATTACH UPPER CLEAT TO CABINET W/ MIN. 2441' SHEET MTL SCREWS MELAMINE CABINET INTERIORS CABINET DOORS — PLASTIC LAMINATE PER FINISH SCHEDULE NEW PARTITIONS: 16GA 6" STEEL BRACKET ATTACHED TO STUDS END PANEL SUPPORTS SOLID HARDWOOD BLOCKING ATTACHED TO STUDS W/ MIN. 2—X3" #10 SHEET MTL SCREWS — ANCHOR CABINET TO BLOCKING (TIP.) COUNTERTOP —SOLID SURFACE PER FINISH SCHEDULE PLASTIC LAMINATE CABINET INTERIORS. DRAWER - PLASTIC LAMINATE, PER FINISH SCHEDULE BASE AS PER SCH. FINISH FLOOR LINE MICROWAVE CABINET VARIES (SEE ELEVATION) VARIES (SEE ELEVATION) 1-1/2"=r-0" C c, sAw JNI. � p .Tr' .I.1 LS 000 'P ROC- 18C.'S of CHOIC Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 ei ' burgess design Interiors 0 architecture 1326 Fifth Avenue Suite 500 . Seattle . 1NA °8101 TEL: 206.587.712(7 FAX:206. 68 7.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 8021 -e° TERED ITE T RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Dote PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REV!S!ON 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS MILLWORK DETAILS RECEIVED CITY OF TUKWILA JUL 2 7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.9.5 2' -3" -1 LINE OF SIDE TABLE BEYOND UPHOLSTERED 6 "0 WITH VELCRO ATTACHMENT TO SEAT CUSHION. UPHOLSTERED SEAT CUSHION OVER 4" HIGH DENSITY FOAM WITH VELCRO ATTACHMENT. WOOD VENEER BENCH BASE BASE AS SCHEDULED 2' -2" RECEPTION BENCH 1_1/2 „_,,_0„ 2' -O” 1 RECEPTION SIDE TABLE WOOD VENEER SIDE TABLE 1/2" REVEAL TO BE PAINTED BLACK BASE AS SCHEDULED 1- 1/2 „ =,,_0” 3' -O" UPHOLSTERED SEAT CUSHION OVER 4" HIGH DENSITY FOAM WITH VELCRO ATTACHMENT. WELDED 11 STEEL PIPE WITH ELECTROSTATIC PAINT v STAIR BENCH SECTION (4) FLUSH CONCRETE ANCHOR SCREWS. HILT! KWIK -CON II OR APPROVED EQUAL 2' -1" COUNTERTOP W/ PLASTIC LAMINATE PER FINISH SCHEDULE. %err= Vrrrrrrrrrrrrrrrrr-rr =l 1 DRAWER - PLASTIC LAMINATE PER FINISH SCHEDULE SEE N /A.9.2 SIM. 1" 0 PIPE, 1/8" ROUND BASE PLATE W/ EASE EDGED, ELECTROSTATIC PAINT TO MATCH STEEL PIPE 1-1/2"=V-0" P1 a v PLASTIC LAMINATE FACE. " INTERIOR FACES TO BE MELAMINE. REVEALS TO BE PAINTED TO MATCH PLASTIC LAMINATE, TYP. BASE AS SCHEDULED RECEPTION BOX BOX FILE VARIES 0 %irirLIArArAT " /2 „_,,_0” SOLID WOOD TRANSACTION TOP TO MATCH WOOD VENEER COUNTERTOP W/ PLASTIC LAMINATE PER FINISH CHEDULE 2' -0" REC PTION DESK -v N SUPPORT BRACKET 0 24' O.C. MAX.. PAINT TO MATCH WALL COLOR. FINISH AT LEDGER BACK PAINTED GLASS o WOOD VENEER FACE N PLASTIC LAMINATE FACE SEE N /A.9.2 SIM. REVEALS TO BE PAINTED TO MATCH PLASTIC LAMINATE, TYP. BASE AS SCHEDULED 1-1/2"=1'-0" CONFERENCE #103 ENTRY #100 /DISPLAY #146 HORIZONTAL STUD W /CLOSURE TRACK HEADER, ATTACHED TO 20 GA. JAMB STUDS 0 EACH SIDE OF OPENING PROVIDE BRACE © EACH SIDE OF JAMB WALL GLAZING WOOD VENEER SHELVES WI°i-i 1/4" ALUMINUM FACE TO MATCH ADJACENT FRY REGLET REVEAL " SEE ELEVATION SEE ELEVATIONS ACCENT PAINT PER SCHEDULE WOOD VENEER SHELVES WITH 1/4' ALUMINUM FACE TO MATCH ADJACENT FRY REGLET REVEAL SEE ELEVATIONS PROVIDE BLOCKING, AS REQUIRED NEW INSULATED INTERIOR PARTITION -REFER TO A /A.2A.1 FOR PARTITION TYPE FLUSH BASE PER SCHEDULE FLOOR FINISH PER SCHEDULE SEE ELEVATION ,WALL MOUNTED SHELVES -RM #103 R) 1_1/2 "_l,_0„ VARIES, 1' -6" AT WIDEST POINT Firr CEILJNd UNE LINE OF WALL BEYOND WOOD IVENEER SHELF PROVIDE BLOCKING AS w REQUIRED N a 1— w J w w w N BASE AS PER SCHED. FINISH FLOOR UNE w J w w w N SHELVES - HALLWAY #103 1_1/2,><_1'- 1/2" CEILING UNE PROVIE BLOCKING, AS REQUIRED 3/8" BACK PAINTED GLASS STAND -OFF SYSTEMS 1'0 STAINLESS STEEL BARREL & CAP 1/4" BEVELED EDGE, TYP. w J w w w V) BASE AS PER SCHED. FINISH FLOOR UNE WHITE BOARD, TYPICAL 1_1/2 "_1,_0„ REVIEWED FOR CODE COMPLIANCE I aDDPAVED Ste ,> i Zip iJ City of Tukwila BUILDING DIVISION Cal CON TNENT Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA., WA 98138 e, •, burgess design -1 interiors 0 architecture 1378 Fifth Avenue Smite 500. Seattle . WA 9fi1n1 TEL: 206.587.7120 FAX:206. 587.7722 All reproduction & intellectual property rights reserved c 2010 Professional seal 802 DAL!. ERED T DALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD /PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV. /PERMIT SUBMITTAL 07.26.10 Drawn by: RW Reviewed by: Project No: 09- 0144 -00 CS MILLWORK DETAILS RECEIVED CITY OF TUKIMLA JUL 2.7 2010 PERMIT CENTER Original drawing is 30" x 42 ". Scale entities accordingly if reduced A.9.6 BOTTOM OF ROOF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK SPRAY FOAM INSULTION CEILING AS SCHEDULED 1/2a REGLET TO MATCH BLACK TRACK REVEAL PARTITION TYPE 'L' DUCT SHAFT 3 5/8" X 20 GA. METAL STUDS STUDS 0 24. OC, TO 14'-9" MM. HEIGHT 1 LAYER OF 5/8" TYPE 'X" GYP. BD. FASTENED TO FRAMING W/#6 SCREWS 0 121 O.C. INSULATION POWDER DRIVEN FASTENER 0 24" O.C. MET RUNNER TRACK SEALANT CONCRETE SLAB OVER STEEL DECK FIRE SAFING OR APPROVED BLOCKING (PER IBC 2009 716.63 NO.2) 0" 4" 12" 3"=r-0" 12" MIN. LEG ATTACHED TO STRUCTURE ABOVE USING (2) POWDER ACTUATED FASTENERS PER BRACE I—o" FT WD BLOCKING PARTITION TYPE "N" (2) Or 20 GA. MTL BRACES JAMB STUD LOCATION HEADER COMBINATION (2) HORIZONTAL CLOSURE 362T125-33MIL (33KSI) (2) HORZ. STUD — 2505138-43 MIL (33KSI) NOTE ATTACH HEAD TO JAMB STUDS BY EXTENDING CLOSURE TRACK 4" BEYOND JAMB STUD CUTTING FLANGES AND BENDING OVER EDGE OF JAMB STUD AND ATTACH TO JAMB STUD W/(4) #6 SCREWS CEILING AS SCHEDULED BLOCKING AS REQUIRED ALUMINUM FRAME CLEARSTORY HEAD FIXED GLASS PANEL ALUMINUM FRAME CLEARSTORY SILL SILL TRACK 362T 200-43 MIL (33 KSI) ATTACH TO JAMB STUD USING STIFF CUP AL600. ATTACH CUP TO SILL STUD USING (2) #12 SCREWS AND TO JAMB STUD USING (2) #12 SCREWS. 3 5/8- 25 GA MTL STUDS 0 24* O.C. NOTE: PROVIDE JAMB STUD (33 KSI) 0 EA. END OF HEADER AND SILL ATTACH JAMB STUD AT HEAD. REFER TO ELEVATION G/A.6.4 FOR JAMB STUD LOCATIONS. JAMB STUD TO EXTEND UP INSIDE OF CLOSURE TRACK PENETRATING CEILING. ATTACH BASE TO STRUCTURE USING STIFFCUP AL600 USING (2) #12 SCREWS TO ATTACH CUP TO STUD AND (2) X—DNI FASTENERS TO ATTACH CUP TO STRUCTURE W. 1 MIN. EMBEDMENT. 0" 4" 8" 12" 3"=1'-0" BOTTOM OF STRUCTURE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF TAPPING SM. SCREWS 0 48"oc, AND 3/4. PIPE SLEEVES X X 12" SUSPENDED GWB CEILING SYSTEM—SEE RCP 1 / PARTITION TYPE 'M' 21X2"X12" MIN. LEG AT STRUCTURE — ATTACH W1/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5'-0" OR LESS 2 1/2'1)(25 GA METAL STUD BRACING 0 8'-0' OC TO STRUCTURE DIREC11ON ALTERNATE. PARTI11ONS PERPENDICULAR TO PARTI11ON ACT AS BRACE PLENUM OF 5'-0" TO 10'-0" SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM. CONTACT ARCHITECT FOR ADDMONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs./P.S.F. FIN. CLG REFER TO RCP IV SUSPENDED CEILING AS SCHEDULED 1/2" REGLET TO MATCH BLACKTRACK REVEAL 2 1/2" 25 GA. MTL HORIZONTAL STUD ATTACHED TO EACH VERTICAL STUD W/(2) 16 SCREWS 2 1/2" X 25 GA METAL STUDS 0 24' OC, TO 101-9 MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. ONE SIDE OF METAL STUDS INSULATION POWDER DRIVEN FASTENER 0 24' OC MET. RUNNER TRACK SEALANT CONCRETE SLAB 0" 4" BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24' EACH SIDE OF PARTMON. S■ GWB SOFFIT W/ 23— 25 G. CEILING JOISTS PER DETAIL H/A.9.2 12" /1 21" 25 GA. METAL TRACK ATTACHED TO EA. STUD W/ (2) #6 SCREWS 1/4" PARTITION TYPE "P" 3 4" 8" 3"=1'-0" 12" LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2 1/2'1)(25 GA METAL STUD BRACING 0 48" OC TO STRUCTURE 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF—TAPPING SM. SCREWS O 48"oc, AND 3/4" PIPE SLEEVES SUSPENDED CEILING AS SCHEDULED 1/2" REGLET TO MATCH BLACK TRACK REVEAL INSULATION 2 1/2' X 25 GA METAL STUDS 0 24" OC, TO 10'-7' MAX. HEIGHT. 1 LAYER 5/8' TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS, FASTENED TO FRAMING W/ #6 SCREWS 0 12' O.C. POWDER DRIVEN FASTENER O 24" O.C. MET. RUNNER TRACK SEALANT CONCRETE SLAB SIM CONDMON: PROVIDE GWB ON ONE SIDE ONLY el) 101-0' A.F.F. H , ..4 ..,.. . _ fiAl. ...... immillinnwqmillimmillmilm .--digro 9,:iTh BOTTOM OF STRUCTURE 12' LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2 1/2"x25 GA METAL STUD BRACING 0 48" OC TO STRUCTURE ALTERNATE DIREC11ON EVERY OTHER ONE AS SHOWN METAL SUPPORT BRACKET PROVIDED BY WALL MANUFACTURER. CEILING GRID AND TILE SUSPENDED CEILING AS SCHEDULED F1DaB PVC CEILING TRIM CEILING TRACK ALUMINUMTOP HORIZONTAL FRAME LINE OF VERTICAL FRAME IN ELEVATION ALUMINUM MUN11N GLASS (ACCOMODATES 5mm — 10mm GLASS) GLAZING BEAD ALUMINUM BOTTOM HORIZONTAL FRAME LEVELER ASSEMBLY BASE TRIM BASE FASTENING CUP BASE TRACK NON—FASTENED CONNECTION TO FLOOR (CARPET GRIPPER) DIRTT SOLID WALL TO ACT GRID "C' TYPE WALLS NTS EXISTING TR REFER TO SEGALE S&C STRUCTURAL DRAWINGS FOR "ALLOWABLE METHODS & LOCATIONS FOR SUPPORTING LOADS FROM OPEN WEB STEEL JOISTS AND PROVIDE DIAGONAL BRACE AS REQUIRED. PROVIDE MANUF. STND EXTENSION SLEEVE AS REQ'D BY MONITOR HT. PROVIDED BY A/V VENDOR ir24, MOP* 111/— Air .jr l (0 12" EQ. EQ. 12" 3"=1'-0" (A.C.T. CEILING) PROVIDE TRIM RING CEILING AV MOUNTING DETAIL 12" MIN. LEG ATTACHED— TO STRUCTURE ABOVE USING (2) POWDER ACTUATED HILTI—X—U FASTENERS 0 24" 0.C. WITH 3/4" EMBEDMENT SUSPENDED GWB CEILING SYSTEM EXISTING CONC. ON METAL DECKING X \ s SOFFIT EDGE DETAIL 2 1/2' 20 GA. ETAL .C. SECURE TOP TRACK TO STRUCTURE ABOVE USING (1) POWDER ACTUATED HILTI—X—U FASTENER 0 24" O.C. W/ 3/4" EMBEDDMENT. 2 1/2" 25 GA. METAL STUD CROSS BRACING O 8'-0' O.C. ATTACH TO STRUCTURE SUSPENDED GWB CEILING SYSTEM W/ONE (1) LAYER 5/8' GWB CEILING FIN. CLG REFER TO RCP NY' ONE (1) LAYER 5/8' GWB CEILING 12' MIN. LEG ATTACHED TO STRUCTURE ABOVE USING (2) POWDER ACTUATED HIL11—X—U FASTENERS 0 24" O.C. WITH 3/4' EMBEDMENT SUSPENDED GWB CEILING SYSTEM (2) P1000 UNISTRUTS ATTACHED TO TRUSSES USING UNISTRUT BEAM CLAMPS. 1/2'10 ALL THREAD, (4) TYP ATTACH P 1 000 UNISTRUTS ABOVE & BELOW USING CHANNEL NUTS. LATERAL BRACING TO STRUCT. ABOVE — 4 X MIN 12 GA. WIRE, ATTACH TO SLAB STRUCTURE WITH POWER ACTUATED PINS. 3/4" MAX. IMBED. (2) P1000 UNISTRUTS. W/ MOUNTING BRACKET. MOUNTING BRACKET PROVIDED BY A/V VENDOR PROJECTION UNIT PROVIDED BY A/V VENDOR 1-1/2"=1'-0" vOA "=1 DUSTING CONC. ON METAL DECKING X\ up pSOFFIT EDGE DETAIL ETAL 4 0.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING (1) POWDER ACTUATED HILTI—X—U FASTENER 0 24' O.C. W/ 3/4" EMBEDDMENT. 2 1/2" 25 GA. METAL STUD CROSS BRACING O 8'-0" O.C. ATTACH TO STRUCTURE NEW ACT CEILING FIN. CLG REFER TO RCP ONE (1) LAYER 5/8" GWB COUNG ARMSTRONG AXIOM TRANSMON PIECE SUSPENDED GWB CEIUNG SYSTEM SUSPENDED ACT CEIUNG SYSTEM CD 3"=1' 9/16' 1 1/16" 00 \ LO Ic}ACT TO GWB SUSP. CLG. TRANSITION 6"=1'-0" EXISTING TRUSS , (2) P1000 UNISTRUTS FLUSH MOUNTED AUTOMATIC PROJECTION SCREEN & HOUSING BY A/V VENDORE WALL MOLDING W/ 2" FLANGE 1 8" EQ. EQ. 6" -9' 7 3 /4" AV SCREEN MOUNTING DETAIL (2) P1000 UNISTRUTS ATTACHED TO TRUSSES USING UNISTRUT BEAM CLAMPS. REFER TO SEGALE S&C STRUCTURAL DRAWINGS FOR "ALLOWABLE METHODS & LOCATIONS FOR SUPPORTING LOADS FROM OPEN WEB STEEL JOISTS AND PROVIDE DIAGONAL BRACE AS REQUIRED. 1/2"� ALL THREAD, (4) TYP., ATTACH P1000 UNISTRUTS ABOVE & BELOW USING CHANNEL NUTS. MOUNTING BRACKET BY A/V VENDOR 5/8" GYP CLG SELF TRIMMING FLANGE 1-1/2"=1 '-0" K EXISTING MTL STUD FRAMING 11111111111111111111111111111111' EXISTING EXTERIOR GLAZING SYSTEM PERIMETER CEILING EDGE DETAIL REVIEWED FOR— CODE COMPLIANCE AppanvED 1-) 2U10 City of Tukwila BUILDING DIVIRinm NOT USED 3"=1'-0" HANGER WIRE TO STRUCTURE DRYWALL MAIN BEAM = = ID 0 0 0 0 = = 0 0 1=1 0 0 0 0 0 0 0 0 0 0 0 CI CI = CI 01 I= 5/8' GYPSUM BOARD AXIOM DRYWALL BOTTOM TRIM AXTBC rHANGER WIRE TO STRUCTURE —PRELUDE TO MAIN BEAM PRELUDE TO CROSS TEE 1.1 == 1=1 = 0 = 0 0 0 0 0 0 0 CEILING TRANSITION DETAIL ACOUSTICAL LAY—IN PANEL 6" AXIOM TRANSITION TRIM NOT USED 3"=r-0" CITYRRNMA AUG 2 5 2010 PERMIT CENTER 4" 8" 12" 3"=1'-0" CONTINENZAL MILLS F000 PRODItEl'S OF CtitlitE Tenant: CONTINENTAL MILLS SEGALE BUILDING 18100 ANDOVER PARK WEST TUKWILA, WA 98138 v burgess design I inter iors � architecture 1326 Fifth Avenue Suite 5on . Seattle . WA 98101 TEL 206.587.7120 FAX:206. 57.7l22 All reproduction & intellectual property rights reserved c 2010 Professional seal 80 REGISTERED CHITEC RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date PRELIMINARY DD DRWGS 04.15.10 DD SET 04.30.10 CD/PERMIT SET 06.28.10 CD REVISION 07.19.10 CD REV./PERMIT SUBMITTAL 07.26.10 ASI NO. 1 PERMIT REVISIONS 08.23.10 08.25.10 Drawn by: RW Reviewed by: Project No: 09-0144-00 CS PARTITION DETAILS Original drawing is 30" x 42". Scale entities accordingly if reduced A.9.7