Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D11-053 - CONTINENTAL MILLS - TENANT IMPROVEMENT
CONTINENTAL MILLS 18000 ANDOVER PK W Dl 1 -053 City oAukwila • 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.: 3523049018 Address: 18000 ANDOVER PK W TUKW Suite No: Project Name: CONTINENTAL MILLS DEVELOPMENT PERMIT Permit Number: D11 -053 Issue Date: 05/05/2011 Permit Expires On: 11/01/2011 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: AMATA ALDEN Address: 1326 5 AV NE, SUITE 500 , SEATTLE WA 98101 Contractor: (y-t.\( P� O 4M/f1014 PY I720 U rtri) Address: Contractor License No: b >( C/0 1. * Phone: 206 -587 -7120 Phone: Expiration Date: tIZC- Kt -1s"11 ©cA0 /2012 DESCRIPTION OF WORK: NON - STRUCTURAL INTERIOR TENANT IMPROVEMENT. REMODEL OF EXISTING SPACE, NEW PARTITIONS, DOORS AND CEILING ASSEMBLY. PROJECT ON HIGHLINE WATER. Value of Construction: $850,000.00 Fees Collected: $11,871.80 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0008 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -053 Printed: 05 -05 -2011 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End T ime: Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: _ / I _ = . Date: I hereby certify that I have read and e � ed thisfrmit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli , wheth specified herein or not. The granting of this permit do construction or the perfor to this permit. Signature: Print Nam presume to give authority to violate or cancel the provisions of any other state or local laws regulating f work. I am authorized to sign and obtain this development permit and agree to the conditions attached w. 314 4' 7?7 6 LJ Date: ✓ 5 J �/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D11 -053 Printed: 05 -05 -2011 7: All construction shall be done in confori a with the approved plans and the require of the International Building Code or International Residential , International Mechanical Code, Washingt ate Energy Code. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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) 24: 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 doc: IBC -7/10 D11 -053 Printed: 05 -05 -2011 a width not less than 2 inches (51 mm) wide pt the letter "I ", and the minimum spacing b en letters shall not be less than 0.375 inch (9.5 mm). Signs larger tlWhe minimum established in section 1011.5.1 e 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 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) 25: 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) 26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 27: 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) 28: 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) 29: 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) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 31: 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. 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: 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. 37: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: 1BC -7/10 D11-053 Printed: 05 -05 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049018 Address: 18000 ANDOVER PK W TUKW Suite No: Tenant: CONTINENTAL MILLS PERMIT CONDITIONS Permit Number: D11 -053 Status: ISSUED Applied Date: 03/02/2011 Issue Date: 05/05/2011 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: 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. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc:Cond -10/06 D11 -053 Printed: 05 -19 -2011 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire 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 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: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 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) doc: Cond -10106 011 -053 Printed: 05 -19 -2011 31: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 32: 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) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). . 34: 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. 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: 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. 40: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D11-053 Printed: 05 -19 -2011 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name::- -1-k /kl k lk Date: s-1 1 / i1 doc. Cond-10/06 .D11 -053 Printed: 05 -19 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cLtukwila.wa.us • Building Permit No. tot t— ©s` j Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 180'2).0 Site Address: 18425-Andover Park West King Co Assessor's Tax No.: 3523049+ Tenant Name: Continental Mills Property Owners Name: Segale Properties Mailing Address: 5811 Segale Park Dr C Suite Number: Floor: New Tenant: ❑ Yes ..No Tukwila City State 98188 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Amata Alden Mailing Address: 1326 5th Avenue NE, Suite 500 E -Mail Address: amataa @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: 200 - 112th Ave NE, Suite 300 Contact Person: Bryan Haakenson E -Mail Address: bryanh @gly.com Contractor Registration Number: GLYCOI *01809 Bellevue City Day Telephone: State (425) 451-8877 Fax Number: (425) 453 -5680 Expiration Date: 09/30/2010 98004 Zip 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: Contact Person: E -Mail Address: 11 Applications tunas - Applications On Line 20111 Applications 7.2)11) - Permit Application doc Revised 7 -:010 bh City Day Telephone: Fax Number: State Zip Page 1 of BUILDING PERMIT INFORMATIO —206- 431 -3670 • Valuation of Project (contractor's bid price): $ 850,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Non - structural interior tenant improvement. Remodel of existing spat new partitions, doors and ceiling assembly. Will there be new rack storage? ❑ Yes VI.. 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: Will there be a change in use? ❑ Yes Compact: Handicap: 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 /f ':ves'. attach list of materials and storage locations on a separate 8-1/2- x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11 ;Apphcannns - r, - \pphcanons On Line 21)1n Applicannns 7 -2n1n • I'ennn . \pphn.on,n dot: Re',sed 7.2uIn bh I'age 2 or Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15f Floor 11,175 11,157 0 0 II-B B 2 "d Floor 13,087 8,118 0 0 II-B B 3`d 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: Will there be a change in use? ❑ Yes Compact: Handicap: 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 /f ':ves'. attach list of materials and storage locations on a separate 8-1/2- x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11 ;Apphcannns - r, - \pphcanons On Line 21)1n Applicannns 7 -2n1n • I'ennn . \pphn.on,n dot: Re',sed 7.2uIn bh I'age 2 or PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN Signature: Print Name: Amata Alden ENT: Mailing Address: 1326 5th Avenue, Suite 500 Date: 3/2/11 Day Telephone: 206.587.7120 Seattle WA 98101 City State Zip Date Application Accepted: . 'T 1 Date Application Expires: 61 Staff lnitials: (4/(4 11 \pphcntionrt h rni . ppI canon, On inc L 2010 11SpIIcaiinm 7 -2010- Penn l Application dot Revised 7 -2010 hh I'aec6of6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049018 Address: Suite No: Applicant: CONTINENTAL MILLS 18000 ANDOVER PK W TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -053 ISSUED 03/02/2011 05/05/2011 Receipt No.: R11 -02083 Initials: User ID: Payee: JEM 1165 Payment Amount: $378.00 Payment Date: 09/22/2011 12:09 PM Balance: $0.00 GLY CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 412290 ACCOUNT ITEM LIST: Description 378.00 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 Total: $378.00 378.00 doc: Receiot -06 Printed: 09 -22 -2011 Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.Tukwila WA.ov 3523049018 18000 ANDOVER PK W TUKW CONTINENTAL MILLS RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -053 ISSUED 03/02/2011 05/05/2011 Receipt No.: RI 1 -01014 Initials: User ID: Payee: JEM 1165 Payment Amount: $63.00 Payment Date: 05/19/2011 01:04 PM Balance: $0.00 AMATA ALDEN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 01944B ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 05 -19 -2011 1110 tit 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.: 3523049018 Address: 18000 ANDOVER PK W TUKW Suite No: Applicant: CONTINENTAL MILLS RECEIPT Permit Number: D11 -053 Status: PENDING Applied Date: 03/02/2011 Issue Date: Receipt No.: R11 -00392 Initials: User ID: WER 1655 Payment Amount: $11,871.80 Payment Date: 03/02/2011 02:37 PM Balance: $0.00 Payee: CONTINENTAL MILLS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 460507 11,871.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $11,871.80 7,192.30 4,675.00 4.50 doc: Receiot -06 Printed: 03 -02 -2011 INSPECTION RECORD 4.... Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 3 air -o 55 Project: CrC.Lt tr/A/AvrnL, /I/ /LI S Type of Inspection: giA/'9 L,. o (7(1,,,!,, ° f /9/6,764,e00 Address: /. 8r" ANOd)/fIP Pit ctj Date Called: Special Instructions: • • Date Wante / d /• G A / a .m' Requester: Phone No: d/•2s30/ 6297 . .N Approved per applicable codes. Corrections required prior to approval. COMMENTS:) f jJPrm% C *, V/,/,/d1 o (7(1,,,!,, ° f /9/6,764,e00 rt/are; S& ,'eR/miT 431 Da-373 Fee ZadR5 RE p Date: 1 � 4/// SPECTION FEE RQUIRED. yrior to next inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS'ECTION 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 /24, De' /- 053 Project: ' .p'm/r. •JVEA)rr4C P-1 ac Type of Inspection: S h i AJ '4 L. Fog 3O 04 y S PF,u,o,A/G t ?s"0c40-0 +.1 aa►Ir Address: ' /866% /4A/O A4 r3le c. Date Called: )/ Special Instriuctigns: • Date Wanted:. //— 2. 5- // p171. Requester: Phone No: 25 -3 a /-- 92C7 • Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: C k" 1T() FXrM4 ;--gAte-.PcA Ak y Qer: /As ifAMP(/ Fog 3O 04 y S PF,u,o,A/G t ?s"0c40-0 +.1 aa►Ir d r 6 x 1 r- QadR S ( S F E r 2 f poier t?`I /.. 1T 44 0,) tor: • Date: /1--Z.l3 -I/ EINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -a.. rte.. 1/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit £1/' -D�3 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: ,'oNz7A/(n/rAL f!1T2 1 S Type of Inspection: F:74/4 L-- j %%24 ,.J 4.)d ®rs P X ),5; ST );%I6 1j 0 Avf7 ,*//4 Address: /6610 0 .9Axrw0,Q 7:D, A.) Date Called: 5) J.-A.-Air/go ./J7i,4 /N /p./sr1r /,4t' #9. / 4. t7-7'moony g,�.t',�ck/irof Special Instructions: Date Wanted:. 9- ..j0— // a.m P.m. Requester: Phone No: 1/15 -3v/-325 7 ElApproved per applicable codes. aCorrections required prior to approval. COMMENTS: P /1. /✓ / ?#',,/ PRrr s i64./ -. S,,,.s'/ fop-pi ii,i( , odt d> � J r/ DU2 j %%24 ,.J 4.)d ®rs P X ),5; ST );%I6 1j 0 Avf7 ,*//4 FX /7 .;i° ,,I,rr.Xiw/7"c . ,5"4" it: 1 6t .sl Ili ;- /4 /ef,...i.0✓Pl /,/!st'f/ /a) / 'h 't , 4fJ t <fl dide(m ✓S . _ 5) J.-A.-Air/go ./J7i,4 /N /p./sr1r /,4t' #9. / 4. t7-7'moony g,�.t',�ck/irof � ' • T .�o ,a7 ,;(/' n jSector' Date: 9- 3 a - l/ INSPECTION FEE REQUIRED. Prig to next inspection. fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /0 INSPECTION RECORD Retain a copy with permit INSPECTION•NO. PERMIT NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 A (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 %P4`t- Project:.' . t'3 g?, ,,vr,pr:4c /07/2 ! g Type of Inspection: • ,g' - •6.41: i�✓ d Address: '1A040 4,1i141 'M Pie 4, Date Called: Special Instructions: Date Wanted: . Requester: Phone No: y1 's -id/ .e2q '7 roved per applicable codes. Corrections required prior to approval. COMMENTS: I pectpr, jf 4i44144 Date:- -,25-// INSPECTION FEE RE RED. Prior next inspection. fee must be p id at 6300 Southcenter :lvd.. Suite 1. 0. Call to schedule reinspection. r. INSPECTION RECORD Retain a copy with permit INSPEC ION 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 ..b//-615- 3 Project: . (7 ►,4T /Ne'14 i 07/ ( -LS Type of Inspection: , ectxmler,0 acroveo ,/ z/ tg, tee 2,?ri, Address: ., f 1e*Pe, #7,e4...) Date Called: Special Instructions: • = Date Wanted: . :'m, Requester: Phone No: / -- 92 y2 .s- , v pApproved per applicable codes. O Corrections required prior to approval. COMMENTS: L INSPECTION FEE REQUIRED. Priofto next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Lp (1 - OS) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431-2454 Project: Clo � t.riAL. V \-,1\� Type of Inspection: t! SUS. , L �1�G► Address: . 1 g 0 0 0 A-ILOd'Ef L Date Called: lo -- Apia �" Special Instructions: Date Wanted -1-0 P.m. . Requester: Phone No: ,. 7_5 - 3 d ( -X2g7 Approved per applicable codes. 11.Corrections required prior to approval. COMMENTS: 0S11s- (le I4 N, — ti, •A/a0 �) (Az,„, 4. lo -- Apia �" n REINfPECTION FEE REQUI ' ED. Prior to ext inspection, fee must be paid pt 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -.s r. .INSPECTION RECORD .Retain a copy with permit INSPECTION NO. • PERMIT NO. CITY•OF:TUKWILA BUILDING DIVISION 6300 Southcenter. Bh J., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request .Line (206) 431 -2451 Dt < - D53 7e:A �_t L+I 1 A i 1 +1 t hi, I1 1 Type of Inspection: / �, Ism. (.6_, l, A A. Address: si D Ik.A)6 d W Date—Called: SpeIca. cial Instructions: 0532.-13 - v, T ii` Date Wanted: a.m. 3 a.m. �l — ( - f 1 r Requester: Pho .tills -3e 1 —s,VY7 pproved per applicable codes. Corrections required prior to approval. COMMENTS: • y l QC-CC- — SPECTION'FEE REQIJJ RED. Prior,�o next inspection. fee must be ❑ ,�, a d at'6300�Southcenter Blvd., Suite 00. 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 ign. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ,Ot(- os3 Project: 00 Ivy 11..)F41.AL ell 1i.,V. c Type of Inspection: • 5 .�s p i--4a � am' L,,� Address: p 1 g 000 >4AJd3 r1 off tai Date Called. Special Instructions: 0 S3 23 5-- v 17* Date Wanted (.2 jr 1 � Requester: 1 Phone No:, .49_ 5 -30(a - 0?-5-1 aApproved per applicable codes. Corrections required prior to approval. COMMENTS: t: ( , :ran; A a./ W ✓'" C. ...- „%," , t s . ,,.I CN 1 S•1 l.sc. -' / $� ,- ', f et ou--A -J J 1 i cJ ',/ +J v„..,,.. c r ;spe or: Date: �— 1 7- 1 J ❑ It INSPECTION FEE RECI tJIRED. Prior to next inspection. fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECOI D Retain a copy with—permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 • i f jt ' -o� Pro''ect: A�i ,H/ A rALa9irl1s Type Inspection:' r A M..t 4» Address 0 `� ' e g70 l i Date Called: Date Special Instructions: a 53)-33--42i 1- 1Akata0� – 11,A141Qsv.,( Date Wanted _ —7 ` it p.m. Requester: Phone No: �25- 306-0751 . • Ij Approved per applicable codes. ElCorrections required prior to approval. g P • COMMENTS: (1) A//ti-,1,;(g — 4.45-fre761,4 - 4Aze Dat ' SPECTION FEE REQ IRED. Pri6r to next inspection. fee must be d at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. 3 'INSPECTION RECORD Retain a copy with permit PERMIT NO. • • CITY Off' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 .Permit Inspection Request Line (206) 431 -2451 Pro ect: • 6.4-CillENn. A L n'IaLS Type Inspection.: - A. P*, A 6 Ad ress: • • aa•d _ !J ova W Date Called: Special Instructions: 0530:41--- v ` • Date Wantedi i (I. a.m. Requester: Ph 0;1 No: _ -30 - Q 2..q7 • 0 Approved per applicable codes. Corrections required prior to approval. 3 COMMENTS: S • 0 IDatg; II CTION FEE REQUIRED. prior to ext inspection. fee must be 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D(( -0S3 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: tidyP.trT Opt F.N? Al .. irCL.A Type flnspection:N tf A A-. A. 4 t1-2 A),5 9/4$ f::&,./ it Address: /s 7 PM- .- LA, P9 /!-N — 4,00/0 ..A✓.e Date Called: /1-1 • 1 J7 t ._ c , /4 'S 5 �.. r .- / 5. ..WCet /.,/ b- 1`.4,74-✓ A!..7,41ro., -/ .14 .9A1Imedif ..i Special Instructions : V2:1 { ( ^ v l ( Date Wanted- iJ 7.4' 11 a. m. ,l Requester: Phone —Arl ElApproved per applicable codes. 1 Corrections required prior to approval. COMMENTS: -A ` I _2 or( -rr ooi r.,J 4 N s, - n,v rivt, t1-2 A),5 9/4$ f::&,./ it .2 ; /s 7 PM- .- LA, P9 /!-N — 4,00/0 ..A✓.e ,.. /1-1 • 1 J7 t ._ c , /4 'S 5 �.. r .- / 5. ..WCet /.,/ b- 1`.4,74-✓ A!..7,41ro., -/ .14 .9A1Imedif ..i — specto� INSPECTION FEE REQUI ED. Pri to next inspection, fee must be it at 6300 Southcenter Blv... Suite 100. Call to schedule reinspection. F INSPECTION RECORD Retain a copy with permit INSPECTION NO. dill -vim PERMIT NO. • CITY OF' TUKWILA BUILDING DIVISION 6300 Southcehter Blvd., #100, Tukwila. WA 98188 p. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: C IS:A r'lf i v. WM.) Type of Inspectio : 1koc+�1eit1)44 r Date Called: ek at=A ., &twit - 2 - N . 5 Imo,- -f r ■ i oc4 • Address: 1 Cil 006 A •A tc2 P tc Instructions: . • Date Wanted:. cs �.m: aSpecial Requester: 'Phone No: u Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: p A CDi Ise 1 if... co TZ t D i 4 s I. , L +,:l t om Oeevut P L; y F yl:.I rd ek at=A ., &twit - 2 - N . 5 Imo,- -f r ■ i oc4 • • Ins or: ti. r? A Date: A_ 22 - r 1 EINSPECTION FEE R QUIRED. Prior to next inspection. fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ©53 PERMIT NO. I 1 1 J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: _,,n �/ p ' .c� t . /! P ( /mot < < r<S Type f Inspection: —i u1--.LC , 11 to . Address: 1 3o oo AN461)Vtt w Date Called: 1 . JOJd SI%.1 ,Pct'{ -4—C) 0 t'-' /, r A � Special Instructions: Date Wanted: . `{ ( K7 - Requester: Ph�on2g Igo: S 3 j 1 ri Approved per applicable codes. Corrections required prior to approval. COMMENTS:c . o �'" n 1 t) \ c k l- tope A Q ,/,,..1,0(S 'S. 10 Lc,,cP a' -4 CJ e- , #0e4--/ :0 -0(k OA N of ••04% 1(4 ✓o - <, ,2 , Cio c1t.uJ'U t� t O cN A loo." F ell. C V -AA (LS 1 . JOJd SI%.1 ,Pct'{ -4—C) 0 t'-' /, r A � l�P vl•;J1• -C, ?klu4A.e15 ;kJ 5v.NN 0 c-.. t..,lc1> 00v1,4 p) 0144 - Inspect r: A pate: EINS ECTION FEE REQUIRED. Prior o next inspection. fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. 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! 0 0—rt 0 16L OtCraS Typ f Inspection it A-AA( ^6 A t &ess: 6 a A Aj4, `, , , ,Date Called: . Special Instructions: (IV. _Sr_.J.I'. — s -c - t...,n rio -,-„,,r., Date Wanted a. '(S�—r� p.m . Requester: Phone N'S' 3 di— 2517 eq Approved per applicable codes. 2 Corrections required prior to approval. COMMENTS: ;:1) -- , \ J k-P 0 aNl.006 +; .) S (I a./0d 0 ci -61 tl=(‘ A s a 4 = 'A - kr av_ 14- i-r ti.) d t‘.) ..a ,,) . P C. '.) (--( ®-J J �- tp Q -k" h i (IV. _Sr_.J.I'. — s -c - t...,n rio -,-„,,r., `'\ Insp Date' ..M.,4, \ �...de•A Av, 0— 1 `9 - PECTION FEE REQU RED. Prior to net inspection, fee must be t 6300 Southcenter Bl)d.. Suite 100. C7 1 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 Ot(-'3 Ppjt:.veA; _ A A/, •i . At /1i[ (Date Type o .lnsp�ect ��';\ 4 �j Address: 1 �o ®a ,4A/f uv,� A) Called: Special Instructions: Date Wanted- a.m. - .7 _ 7/ r�p.m. .-7 Requester: Phon�e No: / 2.5-_ 3 +( a " -2-97 H ElApproved per applicable codes. 1 IDCorrections required prior to approval.. ,$ . COMMENTS:= 0 1 \ . `SSec -t....t t4 X.. APc .,N-\ /t X t 1. A 1 G Ce Insp'e tor: (A.4"1"." C REENSPECTION FEE REQUI ED. Prior t Dater 7 - kit ext inspection. fee must be - . pad at 6300 Southcenter Blvd.. Suite 1,0 0. Call to schedule reinspection. • .. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISIONZ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 k (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr ect: Type( InspeMn:A ZtM IJI^E OS To 6E NS-S .6 AS ADmi ZlnJ("v 0o...lcIroo4,'v/ . A 1dr ¢: g AJD Date Called: 1 Special Instructions: Date Wanted '- I4 .- Requester: Phone °"l 1iY3 ° 1 L 1 EiApproved per applicable codes. r- ipCorrections required prior to approval. " COMMENTS: ?. pt , (^0 ',---,(4-1,./6. j ✓'1,,,41r, v3,lt 0 k 7 c) I-Sieic ZtM IJI^E OS To 6E NS-S .6 AS ADmi ZlnJ("v 0o...lcIroo4,'v/ . r tor: tit l INSPECTION FEE REQU ED. Prior tt next inspection. fee must be id at 6300 Southcenter Bl ., Suite 100. Call to schedule reinspection. Date: '- -I0-II a INSPECTION NUMBER t INSPECTION RECORD Retain a copy with permit /S-4 PERMIT NUMBERS CITY OF TUKWILA FIRtOEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: ( IS Sprinklers: Ty of Inspection: Hood & Duct: Address: / EC e) A (PO Suite #: Pre -Fire: Contact Person: Special Instructions: f.' Phone io.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: --PA cr ni A- Z..- -ctr-c Cs21004 1- - OK Pg0t/I'd?--- ....... copy if -s- btAi l-tS - - arum'(_ 57 r-e. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: it Date: gto/// Hrs.: a 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 b INSPECTION NUMBER • .•-t. • •••saw..--- ,+..v.q; • ay.- ,,; . . } _ �• E 1! IN §PECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: �N� t are Al C r ' ,Il S T e of jn1/s�pection: a � P Address: / 2000 Suite #: /4.%� LAi Conta Person: Special Instructions: 1 Phone No.: Approved per applicable codes. [Corrections required prior to approval. COMMENTS: Sprinklers: \,s-9- — Pa • '6e-li..ee._ Tr, bt (A);cv F iii- )e)re'ss /141 1104--- Not-e, 0xJ , o1i Pla4AiS, StAr,i "-1- ps- lak,rlA-S -ro . r fft i o 'TO -fit a 4 L V) - , lv A L , 0 fr._ C, CfN r2 oleo et) kJn t o G G. TO /41)18 1 144 i Permits: Occupancy Type: ', , tue /1 -..Sue Corr-atio vul Ook1 e C wt • lJ r e) S Needs Shift Inspection: Sprinklers: \,s-9- Fire Alarm: Hood & Duct: c)._ Monitor: Pre -Fire: Permits: Occupancy Type: ', Inspector: iiN \,s-9- Date: ?/06/1 / Hrs.: c)._ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspectiori. Billing Address Attn: Company Name: Address: City: 1 State: Zip: Word /Inspection Record Form. Doc 6/11/10 T.F.D. Form F.P. 113 ='. a • • • '�y • .: " -.x " • • g:•••476- a` ,r :'P a .fie+ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit l/- (1-o9? os3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 65i,+,o.ew-EG t /v1, fIS Sprinklers: Type of Inspection: Spk-Lt Co,,ct. . Address: 13000 hdo,,e, Pk Suite #: J Contact Person: Special Instructions: Occupancy Type: Phone No.: YApproved per applicable codes. Corrections required prior to approval. COMMENTS: • -!b temfu.. )",,41 -4100 r.- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /441A-, T1 ( Date: '- / ( - // Hrs.: J $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit lt-S-0 lr -os3 PERMIT NUMBERS 1 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206= 575 -4407 Project: 6o►,- ,v,e,,4. ` /M;ti s .4. .r ' _ Type of Inspection: .S pvk /71y61--o / Cove Address: j g boo A,, d ove, P4 Go . Suite #: Contact Person: Special Instructions: , Phone No.:, 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: o"° Sprinklers: V k 'T-v Cove V 1—..t4- -p- 011111, ok 1S+ c � .-tad �!u vS — l -ydw ti Monitor: Pre -Fire: , Permits: Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: , Permits: Occupancy Type: Inspector: sl1 Date: -/ Hrs.. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • i • • •a FILE COPY Permit No.. STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. cirtffareiVItn MAY 0 5 2011 PERMIT CENTER SEGALE 862 BUILDING Tukwila, WA CMI —NORTH ANNEX STRUCTURAL CALCULATIONS FOR MECHANICAL UNIT ADDITION 2009 International Building Cod CODE COMPLIANCE APPROVED MAY 12 2011 Cilyo�TUkwp BUILDING nnn� Cry of Tukwila BUILDING DIVI IQN April 28, 2011 ENW Project No. 86- 043003 17 I org3 • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.engineersnw.com V7J 3 ENWENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAWNAVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT # PROJECT S f -6� ' I�-� `o DATE L4 7" H SUBJECT C 1 ! Z. ...\)e-..-C. C mf SDl ll SHEET - 2- OF BY 0 )-01(S sriw = 36, LRF (/,( w= �i2��t��s,zi) ,'25 {;`1 t ► t, , r.- 2'81 f l,2 'e 1200<z = ■<60 24 WALE 4, 3 I q i' ENGINEERS NORTHWEST, INC., P.S. 6869 WOOOLAWN AVE NE, 0205 SEATTLE, WA 98115 •' • • Property of Engineers Northwest, Inc., P.S. • • • • EXISTING STEEL JOIST ANALYSIS WITH NON - UNIFORM LOADS Input = Project Number = Project Name = Location = Design By = INPUT JOIST INFO: Joist Type = Joist Designation = Span, L = Modulus of Elasticity, E = Moment of Inertia, Ix = 1 Segale 862 1 K Series 20K5 29000 ORIGINAL DESIGN LOADS Full Uniform: w= Distributed: 1 2 3 4 5 Moment 1 2 3 319 Start lb/ft ft ksi in° RL 1 a +p +w +w2 +M x End b (ft) 1 wt (Ib/ft) ' c (ft) ' w2 (112/ft) d (ft) 1 M (ft-lb.) NEW DESIGN LOADS Full Uniform: w= 281 Distributed: 1 2 3 4 5 Moment: 1 2 3 Start Ib/ft End b (ft) 1 Wt (Ibift) ' c (ft) ' W2 (ib/ft) d (ft) 1 M (ft-lb.) Point: Point: 1 2 3 4 5 6 7 8 a (ft) j P (lb) 1 2 3 4 5 6 7 8 a (ft) 1 P (lb) 15 180 19 180 SHEET OF RR c 3 4/29/2011 ExistlolstAnatysis.xlsz OUTPUT ORIGINAL DESIGN LOADS End Reactions: RL = 5742 lbs. ENGINEERS NORTHWEST, INC., P.S. 6869 WOODLAWN AVE NE, 8205 SEATTLE, WA 98115 RR = 5742 lbs. Minimum Design Web Shear: VwMIN = 1435.5 lbs. (25% of end reaction per SJI Specifications) Maximum Moments: MI +IMAx = 51678 ft-Ib @ x = 18 ft M1 IMAx = 0 ft-Ib @ x = 0 ft Point of Zero Shear: xtvoi= 18 ft Maximum Deflections: MAX - = -1.81 in @ x = 18 ft +Amax = 0 in @ x= 0 ft ARATIO = L/239 NEW DESIGN LOADS End Reactions: RL = 5248 lbs. Maximum Moments: MI +�MAx = 48402.178 ft-Ib @ x = 18.0356 ft M" wix = 0 ft-Ib @ x = 0 ft RR = 5228 lbs. Point of Zero Shear: x (po) = 18.036 ft Note: If the location of the point of zero shear moves more than 1'-0" +/- between the original design Toads and the new design loads, stress reversals could occur in the diagonal web members. If adjacent diagonal web members are not the same size, further detailed joist analysis would be required. Maximum Deflections: -Amax = -1.68 in @ x = 17.9847 ft +AMAX = 0 in @ x = 0 ft ARATIO = L/257 MAXIMUM STRESS RATIOS U = 0.999 @ x = 12.96 ft Uberdry = 0.937 @ x = 15.12 ft COMMENTS: SHEET OF y 4/29/2011 bdstiolstAnatysls.xlsx 8000 6000 4000 2000 ENGINEERS NORTHWEST, INC., PS. 6869 W000LAWN AVE NE, 11205 SEATTLE, WA 98115 Shear Diagram SHEET OF 4 8 m n •■ N V tii N cd -2000 -4000 -8000 j t; in rn v °� N '�' iD' 8 4 rn m o1 e'. 8 `+� vli m .-� i"l .r+ t{t n - ;. : V to h M O �++ m C t N _ rV fV rfl rr! '4 x (ft) Moment Diagram O O 0p N t0 Q 00 m N .+ ni Q to t0 8 0o O V1 (NrT� 00 00 r .Oi tD O •i .-I .-1 1-11 ry N M curves for original design Toads it (ft) 4 N at M N N 00 00 N 00 . N -1 LA M O N m m m m m m - curves for new design Toads 4/29/2011 ExlstloistAnalysis.xlsx ENWENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS PROJECT # PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525—.7560 FAx (206) 522-6698 ' e_ i 1L. �+`-' Z " DATE 9-75 SUBJECT SHEET 6C. OF BY��` 1200 x d,S r}r z o, c�, ,(5 -- 033 0.'3 'el/ (Zi.Q,,t- 7 LI j — � a5-) _) Q/69 U. 7 EPROJECT: PAGE: CLIENT : DESIGN BY : STIaucTuitAil. ENeINEH :us JOB NO. :_._____ ._.. _. DATE : REVIEW BY : Seismic Analysiis Based' K1130106 /CBC07 /(Equivalent ! atiaaFFo[ce;Procedu i7ASCE;7 -06;12:8)1] INPUT DATA DESIGN SUMMARY Typical floor height h = 29 ft Total base shear Typical floor weight w„ = 1 k V = 0.17 W, (SD) = 0 k, (SD) Number of floors n = 2 = 0.12 W, (ASD) = 0 k, (ASD) Importance factor (ASCE 11.5.1) I = 1 (IBC Tab.1604.5) Seismic design category = D Building location Zip Code 981188 Latitude: 47.45 Site class (A, B, C, D, E, F) D (If no soil report, use D) Longitude: - 122.279 The coefficient (ASCE Tab 12.8 -2) C1, 0.02 Ss = 142.886 %g , S,,,, = 1.429 g , F. = 1.000 The coefflclent(ASCE Tab. 12.2.1) R = S1 = 48.945 %g , Smi = 0.739 g , F„ = 1.511 Sas = 0.953 g , SDI = 0.493 g h„ = 58.0 ft k = 1.00 , (ASCE 12.8.3. pg 130) X = 0.75 , (ASCE Tab 12.8 -2) W = 2 k Ew„ h` = 87 Ta = C, (h„)5 = 0.42 Sec. (ASCE 12821) VERTICAL DISTRIBUTION OF LATERAL FORCES Level Level Floor to floor Height Weight Lateral force et each level Diaphragm force No. Name Height h w, w,h k Cy, F„ V, O. M. EF1 EW, Fr, ft ft k k k k -ft k k k 2 Roof 58.0 1 58 0.667 0.2 0.2 1 0 29.00 0.2 1 2nd 29.0 1 29 0.333 0.1 7 0.3 2 0 29.00 0.3 Ground 0.0 17 ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) REV. 1: 4/6/07 SEATTLE, WA. 98115 REV. 2: 9/29/09 Property of Engineers Northwest, Job number : 1 rt sl, Inc., Seattle - Use by others unlawful Shaded cells Input = Job name : RFII SEISMIC IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) In►p Basic Seismic - Force - Resisting System = Basic Seismic - Force - Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = T1 = Site Class (soil) = Occupancy Category = Top of wail elevation (parapet) _ Elevation of top of wall lateral support (max.) Elevation of top of wall lateral support (min.) = Regular Structure 5 5 Stories? Site Coefficient Fa = Site Coefficient Ft/ = Sms = Sm1 = Sds = Sd1 = Seismic Design Category (SDC) = To = Ts = Ct = Period = T = Sa = R= Qo = 1 Al Special reinforced concrete shear walls BWS Y Y 29.00 ft. 1 .42 0.49 6 It 32.00 ft. 28.00 ft. 28.00 ft. YES Output 1.000 1.810 1.420 0.740 0.947 0.493 D 0.104 0.821 0.02 0.250 0.947 8 2 Cd = 5 IE = Detailing Reference Section = 14.2 Cs calc. = Cs max. = Cs min. = Cs use = Vu design = V design = Ev = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level In main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long - period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "Cr is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E' or "F". roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 W = Building weight (# or kips) Table 11.4-1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.621 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 seconds - Section12.8.2.1 (Eq. 12.8-7) Section 11.4.5 (Eq. 11.45)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modifled for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Table 12.8 -1 Cu = 1.4 0.189 Section 12.8.1.1 (Eq. 12.8 -2) 0.394 Section 12.8.1.1 (Eq. 12.8-3 8 Eq. 12.8 -4) 0.010 Section 12.8.1.1 (Eq. 12.85 8 Eq. 12.8 -6) 0.189 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) 0.189 'W At strength level USD (Eq. 12.8 -1) 0.133 1I1/ Working (0.7'E ) ASD 0.189 'D = + / -.2 Sds D (Eq. 12.4-0) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.189 Fpu min.= 0.189 Fpu max.= 0.379 Fpu design = 0.189 Fp design = 0.133 'wp (Eqs. 12.8 -2 thru 12.8 -8 above) *wp (min. Section 12.10.1.1) *wp (max. Section 12.10.1.1) *wp USD 'wp ASD (0.7'USD) EQ. ASCE7- 05Seismic.xis 4/29/2011 Job number I Job name ENGINEERS - NORTHWEST, INC.P.S. SHEET 6.1 OF 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 4 -16-09 SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Input Component Definition ASCE 7 -05 Table 13.6 -1 = ME -1) Air -side HVAC, fans, air handlers, air conditioning units, cabinet hea Table 13.6 -1 Category = Mechanical and Electrical Components ip = 1.0 Section 13.1.3 Equipment weight = Wp = 1 kips Is equipment mounted on a roof or on ground ? R input (R or G) Spectral acceleration = Sds = 0.947 Automaticly Input from tab "IBC EQ." Output ap /Rp = 0.417 Table 13.6 -1 z/h = 1.0000 at roof level (Eq. 13.3 -2) Fpu =1.6 "Sds *Ip*Wp = 1.5152 "Wp Upper bound (Eq. 13.3 -1) Fpu= 0.4 "ap *Sds *Ip /Rp "(1 +2z/h)Wp = 0.4735 "Wp Calculated (Eq. 13.3 -3) Fpu= 0.3 *Sds *Ip*Wp = 0.2841 "Wp Lower bound Equipment Lateral Load Anchorage force (WSD) Fpu design = 0.4735 "W (U.S.D.) Fp design = 0.3315 *W (A.S.D.) Working (0.7 factor ) Fp design = 0.331 kips See footnotes below 1 NOTE: 1.) Anchors In concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenlon load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) 4/29/2011 Elect.Mech.Components ASCE7- 05Seismic.xls Input= Job Number. Job Name: Location: ENGINEERS- NORTHWEST, INC.P.S. SHEET L OF 6869 WOODLAWN AVE. N.E. (SUITE 205) REV.1 12/2/09 SEATTLE, WA. 98115 REV. 2 2/3/10 Property Of Engineers Northwest, Inc., Seatta - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS Seismic: ASCE 7-05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7-05 Section 8.5.15.1 & Figure 8-21 (rooftop equipment) Component Detrdlon ME-1) Alr.elde HVAC, fens, air handlers, air conditioning units, cabinet heaters, air distribution hoses end other nlTeble 13.8-1 Table 13.61 Category = Mechanical and Electrical Components Site Class (sol)= D Eft Se ° 142 _ Equipment is mweded on yWd Speed ° &pouws = Category ° Is this a hurricane prone region? Ka° Wind Is The mechanical unit Is MU Operating Weight = MU Height ° MU Length= MU W1091 Roof height above grand level = Building Width = 1.0 Roof 85 mph B Ito 1.00 Normal to face Flexible 1200lbs 4.00 ft. 8.00 ft. 4.00ft 3040 fl 300.00 ft. Seismic Output F. = 1.00 S s= 1.420 Sas = 0.947 AIR,° 0.417 zRt= 1.0000 Fpu=1.6•Sn,9,1N,= 1.6152 Fw 0.4'11,•Sy1,lR,(1 +2zih)W,= 0.4735 F„p 0.3'Sos'lp W ° 0.2841 Section 13.1.3 TOP OP ROOF Table 1 -1 Table 6-1 Table 6d Dynamically Sensitive Table 11.4 -1 Sins = FoSs Section 11.4.3 (Eq. 11.4.1) Sds = 2f3Sms Section 11.4.4 (Eq. 1.4-3) Table 13.6 -1 at roof level W, Upper bound (Eq.13.3.2) Cab .sated (Eq. 13.3-1) 'W, Lower bound (Eq. 13.33) Fw design ° 0.4735 'W (U.S.D.) F, design = 0.3315 'W [A.8.D.] Working (0.7 factor ) F, design • 389 Ibe - Total Force [A.S.D.] Wind Output z' 32008. (height et centroid of MU) I = 1 Table 6-1 Kn = 1.00 Sec. 6.5.7.2 (Eq. 6-3) ° 18.50 9(1 Sec. 6.5.10 (Eg615) 0.71 Table 6-3 (KJ ,.= 0.70 Table 6-3 (q,)AS ° 1320 psi Velocity pressure al height z above the ground (llawd' 12.95 psi Velocity pressure at height h above the grand Gv = 1.400 Gust effect factor - Section 6.5.8 1.3 Net force coefliderd from Fig. 6-21 (gs),mt-aCr ° 24.02 psi ( Eq. 628 ) (4,)c°=e4 = 23.56 psi ( Eq. 6-28 ) ° 24.0 sq.ft. Projected area normal to the wind except where C, is apedled for the actual suface Brea. Area Factor = 1.9 Section 6.5.15.1 = 1096 lbs ( Eq. 628 ) F°°m = q,GC,4 ° 566 the ( Eq. 628 F • 1098 Ibe Force [A.S.D.] Comparison: Fwlnd > Fselamlc Wind Governs Lateral Design SEISMIC UPLIFT @ EACH END OF UNIT • WIND LOADS & REACTIONS Oft 1098 Ilia CASD] v . C slew 4R P°I2 4 ft 2ft Y himo =� 2.00 f t (heig t of lateral load) cro = 0.00 in. (holddowe dearence) (o = 4.00 ft (length of holddoen) Mu, = 2193 lb-ft (ASD) T ° C ° 548135 (AM Trrrcr ° T -0.6(Po2) (ASO Combo: 0.6D W) = 1881bs (AM Therefore, design for 188 Ibe net uplift at each and of the unit WIND UPLIFT @ EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT • WIND SHEAR ON EACH SIDE OF UNIT = • WORKING (ASD) 0lba 199 Iles 199 Ilse 5481be ULTIMATE (USD] O Ibe 337 Ibe 278 the 877 the 4/29/2011 MU Lateral - Basic ASCE7-05 MU Lateralxlsx ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522 -6698 PROJECT # PROJECT c1J _ V )2- DATE - (l SUBJECT C I /(L kgObT b UN SHEET ) OF BY p r- riAgi) 1 r 11 ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 +WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115{y(206) 525 -7560 FAx (206) 522-6698 PROJECT # PROJECT I ' SC(%(L "g62 - C m J' DATE I - �9 11 SUBJECT SHEET 2- OF BY '1 I9 -xIv2 54. 16 H.S.s P4 PP 1SE 'PE pi AGoN1aL- ' '((' P m\\ L 7.,-ET.10 �.._ ex( ST' S TEES _o1 sr ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522 -6698 PROJECT J �-5O /C g Z c 1 Ti DATE `j L- 7-1k) SHEET 3 OF BY C. x20 :7 r S c-7 0A..) ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT i SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEArn,LE,, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT =� C-5� `�- U 6 I E I. DATE 3 SHEET OF BY 10 TI-- 3 L: \99FILES \99078\ Kengn9.dwg 11/04/99 10: 11: 18 markl TOP CHORD PANEL POINTS (TYP.) JOIST TOP CHORD OPEN WEB STEEL JOIST BOT. CHOD SEE " PANEL POINTS Q 30 ® BRACE DIAGONA (NP') JOIST BOT. CHORD 1 HANG WITHIN 6" OF ANY UPPER PANEL POINT FOR "K" SERIES JOIST.. HANG WITHIN 6" OF ANY LOWER PANEL POINT FOR "K" SERIES JOIST. © TRAPEZE BETWEEN ANY PANEL POINTS. 4 ADD AN ANGLE E.S. TO STIFFEN THE BOTTOM CHORD SEE DIAGONAL BRACE DETAIL. © ADD AN ANGLE E.S. TO STIFFEN THE TOP CHORD SEE DIAGONAL BRACE DETAIL NOTES; 1.) DO jjQ] CUT OR DRILL ANY JOIST MEMBER. 2.) THIS DETAIL IS APPLICABLE TO SUPPORTING MECH. EQUIPMENT, SPRINKLER PIPES, ETC. 3.) JOIST MANUFACTURER TO ACCOUNT FOR ABOVE LOADING ON JOIST DESIGN. ALLOWABLE METHODS & LOCATIONS FOR SUPPORTING LOADS FROM OPEN WEB STEEL JOIST (TYPE A.0 & D) N.T.S. L: \99FILES \99078\ Kengn9.dwg 11/04/99 10: ii: 38 markl CONCENTRATED LOAD fill Y3 GREATER THAN 6" PANEL POINT PANEL POINT GREATER THAN 6" _z• ONE ADDED ANGLE E.S. OF JST. CONCENTRATED LOAD TYP. E.E. K OF ANGLE Y M.B.S. 1.) WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOISTS CHORDS AND ARE LOCATED MORE THAN 6" FROM A PANEL POINT 4. REINFORCE THE JOIST WITH AN ADDED ANGLE (E.S. JOIST) EXTENDING FROM THE POINT LOAD THE THE NEAREST PANEL POINT ON THE,OPPOSITE CHORD. 2.) REMOVE LOAD FROM JOIST PRIOR TO WELDING ANGLE. 3.) gBDED ANGLES & WELDS BY M.B.S. DIAGONAL BRACE DETAIL (TYPE n,c & U) N.T.S. REIMBURSEMENT AUTHORIZATION AND APPROVAL TO CONDUCT INSPECTION ACTIVITIES DURING OFF HOURS Date: ok ( 22.1 Requested by: D to NS (k-A q5. o`T Firm/Company: i L`{ Co 5 d eLi Permit No. Di -- e S 3 Project Name: C 0 tc-1 t (A.(E/ (T - IA"( ( S r !lit (I - l P00 u6-- ILCJ&i Project Address/Location: /8000 W Time of Off -Hours Construction Activity — From: S 0 0 534/pm To: S'. am/pm cP( ZS \It Requested Date of Inspection: Requested Time: 0 s)tpm Contact Name: Datv0 'i ( tit 43 (3o Phone No. f ZS 30 t 8ZQ 7 Special Conditions for Consideration: ** Contractor will be charged a minimum of four (4) hours inspection time for any off -hours inspection work at $94.50 per hour. This is to be paid at time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for al�on time in eRV oa rl►cwtL4 SEP222011 excess of four (4) hours. Signature: PERMIT Print Name: (Ai k (( l2 3< ry carrel Reviewed by: bQ Vi6ac VIP' V Approved: Remarks: Disapproved: W:\Permit Center\TemplatesWorms\After Hour Inspection Request.doc el Apr-;1 13, 2011 Allen Johannessen City of Tukwilla, Building Plans Examiner 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Development Permit Application No.: D11 -053 Project Address: 18000 Andover Park West Project: Continental Mills burgess design interiors Q architecture Dear Allen, We are submitting these corrections in response to your correction letter dated March lo, 2011 We have provided your comments as well as our response in italics. 1. Plan details recommend for ceiling insulation to be encapsulated type insulation. The ceiling is also implied to be part of a plenum. Materials within plenums shall be noncombustible or shall have a flame spread index of not more than 25 and a smoke - developed index of not more than 50 when tested in accordance with ASTM E 84 or UL 723. The concern is the combustibility of the plastic (typically) encapsulating the insulation. Please provide specifications for the insulation to show the material meets smoke and flame spread requirements. Or show an insulation product that is approved for use in a plenum. (IMS 602.201, IBC 2603.7 Response: Details J /A.9.1 and UA.9.2 have been updated to comply with ASTM E 84 or UL 823 and read `PROVIDE ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. INSULATION TO MEET ASTM E 84 OR UL 723 RATING. THE INSULATION, INCLUDING FACING, SHALL HAVE A FLAME SPREAD INDEX = 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 450 OR LESS ". See attached the revised sheets. 2. In addition to item 1), the building is indicated to be II -B construction. It is not clear what the upper deck of the plenum is. Plenum construction and its components within shall be noncombustible. Specify the materials of the deck above or within the plenum to show materials are of a noncombustible type. Response: We have verified that the second floor structure is light weight concrete over metal deck supported by steel joists. The roof structure is insulation over metal deck supported by steel joists. 3. Provide details and specifications for ADA compliant showers and show provisions for at least one accessible toilet for each bathroom including all barrier free fixtures and elements. (IBC 1109.2, 2903.1 & 2003 ANSI 603) Response: Refer to revised sheets A.1.1, A.2A.1, A.2B.1, A.2C.1, A.2D.1, A.6.3, A.6.4, A.9.5 & A.9.7 for plans, elevations and details for barrier free toilet and shower facilities. 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net el • •, • • burgess design I interiors 0 architecture 4. A drinking fountain shall be provided on each floor with occupancy of 30 or more. Drinking fountains shall be ADA complaint. Show where the drinking fountains shall be provided. (IBC 204.4) Response: Refer to Keyed Note #14 on sheet A.2A.1 and #15 on A.2B.2 for updated information, se ached the revised sheets. ndy Morgan Architect of Record 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net n Dep artment of Community Development Jack Pace Director • City of Tukwila Jim Haggerton, Mayor March 10, 2011 Amata Alden Burgess Design Inc 1326 5 Av NE, Suite 500 Seattle, WA 98101 RE: Correction Letter #1 Development Permit Application Number D11 -053 Continental Mills —18000 Andover Pk W Dear Ms. Alden, 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 comments. 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. DI 1 -053 W:\Permit Center \Correction Letters \2011\D11 -053 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 9, 2011 Project Name: Continental Mills Permit #: D11 -053 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. Plan details recommend for ceiling insulation to be encapsulated type insulation. The ceiling is also implied to be part of a plenum. Materials within plenums shall be noncombustible or shall have a flame spread index of not more than 25 and a smoke - developed index of not more than 50 when tested in accordance with ASTM E 84 or UL 723. The concern is the combustibility of the plastic (typically) encapsulating the insulation. Please provide specifications for the insulation to show the material meets smoke and flame spread requirements. Or show an insulation product that is approved for use in a plenum. (IMC 602.201, IBC 2603.7) 2. In addition to item 1), the building is indicated to be II -B construction. It is not clear what the upper deck of the plenum is. Plenum construction and its components within shall be noncombustible. Specify the materials of the deck above or within the plenum to show materials are of a noncombustible type. 3. Provide details and specifications for ADA compliant showers and show provisions for at least one accessible toilet for each bathroom including all barrier free fixtures and elements. (IBC 1109.2, 2903.1 & 2003 ANSI 603) 4. A drinking fountain shall be provided on each floor with occupancy of 30 or more. Drinking fountains shall be ADA compliant. Show where the drinking fountains shalt be provided. (IBC 2904.4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. rPERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -053 DATE: 05/05/11 PROJECT NAME: CONTINENTAL MILLS SITE ADDRESS: 18000 ANDOVER PK W Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued EPARTMENTS: 51M1 1 OA NIA ti�l ding ion re Prevention In iic3v9Aik °5ti" Structural ' oC .10 't Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 05/10/11 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: Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 06/07/11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 i �ERMIi COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D14-053 DATE: 04/13/11 PROJECT NAME: CONTINENTAL MILLS SITE ADDRESS: 18000 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS PIO In Iv slon Public Works n Fire Prevention Structural Planning Division UPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 04/14/11 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 rip Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/12/11 Approved Approved with Conditions ,r�J Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 OP T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -053 PROJECT NAME: CONTINENTAL MILLS SITE ADDRESS: 18000 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # DATE: 03 -02 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMEN wilding ivision LLIM Public s Fire Prevention Structural NIA ao92• Planning Division I I Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 03-03-11, 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: Please Route IT4 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -31 -11 Approved n Approved with Conditions n Not Approved (attach comments) X Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: % 10— t 1 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: w2 Documents /routing slip.doc 2 -28 -02 PROJECT NAME: SITE ADDRESS: 10000 nbov 1PrL w PERMIT NO: - ORIGINAL ISSUE DATE: dS 09�� REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN TIALS Summary of Revision: Summary of Revision: kO f kicrN - cuie - f lJ gmuk t-in, (, C* C )2- frDD I'11(cV k'( VA)Qrrue lit N rf- Received by: rlwlll-k Aldtvl 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: httn: / /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: 05/05/2011 Plan Check/Permit Number: ❑ 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: Continental Mills ° Nor{+ kW-MX D11-053 Project Address: Contact Person: 18000 Andover Park West Randy Morgan Phone Number: (206) 587 -7120 Summary of Revision: Adding Roof Top Mechanical Unit. Attached are Roof Plan and Curb Details as well as Structural Calculations. Mechanical submitted under separate permit. Sheet Number(s): A.2A.3 and A.9.8 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: TR Entered in Permits Plus on "7 — C Ii MpplicationsWorms- Applications On L.ine\2010 Applications\ 7-2010 - Revision SuhmittaLdoc Created: $ -13 -2104 Revised: 7 -2010 3., • City of Tukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #l00 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBIVIIT ;TAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/12/2011 ❑ Response to Incom. to Letter # Response to Correction Letter # ermit is sued esion requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: D11-053 Project Name: Project Address: Contact Person: Continental Mills 18000 Andover Park West Amata Alden Phone Number: (206) 587 -7120 Sununary of Revision: See attached Permit Correction response letter dated 04.13.11. emeit."10140004.4 APR 132011 PERMITCEnER Sheet Number(s): G.0.0, A.1.1, A.2A.1, A.2B.1, A.2C.1, A.2D.1, A.6.3, A.6.4, A.9.1, A.9.2, A.9.5 & A.9.7. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kEntered in Permits Plus on 0 H:\Applications\Forns• Applications On Line \2010 Applications \7 -2010- Revision Submit taLdoc Created: 8-13-2004 Revised: 7 -2010 Contractors or Tradespeople Primer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEtI 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. GLYC01•01809 Suite /Apt. License Type Construction Contractor City Bellevue Effective Date 9/29/1999 State WA Expiration Date 9/30/2012 Zip 980080728 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company nse 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 GROFF MURPHY, PLLC Agent 09/30/2010 Bond Amount KILCUP, MONTGOMERY CHARLES Director 09/30/2010 6361244 ELLIOT, ROBERT JAMES Director 09/30/2010 HOFFMANN, STEPHEN JOHN Director 09/30/2010 ST PAUL FIRE /MARINE INS CO KARAMBELAS, JAMES GEORGE President 09/30/2010 PETERSON, STEVEN DONALD Vice President 09/30/2010 KANE, MARK BENNETT Vice President 09/30/2010 KING, DALE WILLIAM Vice President 09/30/2010 HERB, TED JAMES Vice President 09/30/2010 KILCUP, LEROY CHARLES Vice President 05/01/1975 YOUNG, FRANK N JR President 05/01/1975 09/30/2010 ANDERSON, ROGER L Vice President 05/01/1975 09/30/2010 HARDY, VAN Vice President 05/01/1975 09/23/2010 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 $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 28 NATIONAL FIRE INSURANCE COMPAN 2086884539 09/30/2010 09/30/2011 $1,000,000.00 09/24/2010 https://fortress.wa.gov/lni/bbip/Print.aspx 05/05/2011 ---- I-- - -- + -- (EF -2) ('%) -r t 1 V ( EF -1) 0 z CONSTRUCTION PLAN -ROOF 4 ) I t 0 ( EFt3 (ff -4) 1 IMa *VERIFY EXACT LOCATION OF UNIT AND DIMENSIONS OF CURB WITH MECHANICAL 0 ( ff -5) ICI 0 1 t ( CU -3 ) 1 0 8' 16' 24' 1 /8" = 1'— .1) 0 1 0 CU PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. MT::: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: litrMechanicai t IElectricai L'!T umbing Lei Gas Piping City of Tukwila BUILDING DIVISION, FILE COPY Permit Nor a) Plan review approval is subject to ergs and tstons. 1roroval of construction documents does not authorize rfic 4olation of any adopted code or ordinance. Receipt of approved F =Id Co t conditions is acknowledged: By 1 „. Date: NO )1/ City Of i Ykl�li:, BUILDING DIVISION • REVIEWED FOR CODE COMPLIANCE APPROVED MAY 12 2011 k5- CftyotTukwjla 1 BUILDING nIVISION RECEIV CITYOFTU IA Mar 0 5 2011 PERMITCR REVISION NOJ 1--015; CONTINENTAL ILLS Foeu ►11ODACT$ O CN�OICI Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500. Statlk. . WA 06101 TEL: 206.507.7120 FAX:206. 567.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 802 STERED HITECT RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description DD SET CD SET PERMIT SET REVISION NO.1 REVISION NO.2 PERMIT CORRECTIONS / 4 \ PERMIT REVISIONS Date 07.16.10 08.26.10 02.28.11 03.10.11 03.16.11 04.13.11 05.03.11 Drawn by: RW Reviewed by: CS /AA Project No: 10.0114.00 CONSTRUCTION PLAN ROOF PLAN Original, drawing is 24" x 36 ". Scale entities accordingly if reduced NEW ROOFING MATERIAL TO MATCH EXISTING. RUN OVE TOP OF ROOF CURB AND EXTEND OVER EXISTING PER ROOF MANUFACTURERS RECOMMENDATIONS. SEALANT GALV. METAL FLASHING (MIN. 26 GA) AIR HANDUNG UNIT REFER TO MECHANICAL DRAWINGS. C12 X 20.7 CHANNEL BEYOND INTEGRAL MANUFACTURED ROOF CURB. BOLT TO ANGEL PER MANFACTURERS RECOMMENDATION. C12 X 20.7 CHANNEL NEW RIGID INSULATION TO MATCH ADJECENT THICKNESS 1 "X1 "Xi1 "H.S.S. ------ - - - - -- -- ------------ _---- ---- - - -- - R�ru1 .... .. -- r ir�iir 1111 urr ■rrr IIr rnrlrlururrl .Rr.III�irr�.rrlrr�l...rrrrrrl.l �LGirrrrrorrrrrrrrr RR ■I i, rwl� Rrl�rrrrrw�LrrrrrrrrurrrrRlilRrRrrrr #■rrrrRR r 1 -Mir ■.�i.. ■rrrr�irrt.Y ■uur■llll....... u■rurruru...... ■onlriurrlrrrrrr . ... uu■■rrrr■ 1111 1 ■i riE r.uu■r r ■rurrurulrl■rrrrlr■ruuuu ■uuu■ui ...uu..urrruu.0 ■.rrr ■rlrl rrr �Irr■r■rr■■uu rrr.. rrr■ ■urlurr■uruulu ■I■ ■rr■■ ■urr■■r■i .. t rrrr■ ■r■urr ■ ■rrrurrrrr■rrr■ rrrrruu■rurur■Rr ■r?Muru■ruurr ■rrr ....u■ rrR rrr ■rrr ■rrr ■■ 01110r011M00Irlrrrari ■ ■rlArrrriWMURIMrrtr■rrrrrrrrr■ EMI •antlMrr■ rru.■■rrrr .rrrr ■rurrrM.uuurr ■uua ■rrrr.. MM MMr ur�■rr ■r rrrr: rr ■rr!!rrrr ■■ 1111.. r■ rr■■■■■■■■■■■■:■■ r. rM. rrrrr■ ll■■ rrrrrrr ■rI■rrrr ■rrrrrrrrr ■rrrrr, 111 / / / /i•••!G lG- 3C- l��lG'x!L' !L'xlL�!!!_' ! C!! C! !C!rL'!iq- r.C�ICIC�ICIC�IC�'� _ICiG�!!•�![!�lC�. w w wow w �M w�w�1 ■;I ©emsW W W W W W >6" PANEL POINT POINT LOAD CAl ROOF CURB SECTION J 0 8" 1 24" 0 1 1/2" = 1'- 0" MC6 X 15.1 CHANNEL REFER TO A /A.9.8 PLAN PROVIDE L 1 i" x 1/ 3" x STEEL ANGLE REQUIRED IF POINT LOAD IS GREATER THAN 6" FROM PANEL POINT. EXISTING ROOFING. EXISTING ROOF INSULATION. EXISTING ROOF STRUCTURE. TOP CHORD I A I PLAN MC6 X 15.1 V <1YP. NEW ROOFING MATERIAL TO MATCH EXISTING. RUN OVE TOP OF ROOF CURB AND EXTEND OVER EXISTING PER ROOF MANUFACTURERS RECOMMENDATIONS. SEALANT GALV. METAL FLASHING (MIN. 26 GA) SLOPE 1/4" PER FOOT AIR HANDLING UNIT REFER TO MECHANICAL DRAWINGS. INTEGRAL MANUFACTURED ROOF CURB NEW RIGID INSULATION TO MATCH ADJACENT THICKNESS. EXISTING ROOFING. EXISTING ROOF INSULATION. EXISTING ROOF STRUCTURE. AIR UNIT REFER HANDLING TO MECHANICAL DRAWINGS. i NR HANDLING UNIT REFER TO MECHANICAL DRAWINGS. 1E1 GALV. METAL FLASHING (MIN. 26 GA.) THICKNESS. r CDX PLYWOOD ATTACHED TO MTL. STUDS 0 6" O.C. EDGES AND IN FIELD. 3 " 20 GA. MTL. FRAMING AT 12' O.C. BOLT BOTTOM OF TRACK TO STEEL CHANNEL W/ r STEEL BOLTS 0 12" O.C. AND MIN. 6" FROM EACH END. i r rii rrlliiiiiiiiiiiiil MENO ■NEE ■r■ ■ ■ru■ruurur 1 rwl,rrl■Irruuuuuriiiil�lr■W lI•uu • iii■■ ■iii i itirl r■urr rririiiiiiii ...u..iiiiiiR.I.r.iGiiiuli i ■ ■■ ■ ■ ■ ■ ■u r■r■rru ■u■r ■u ■urrro urururu■■ i■■u� r4 muu- u■ 1 . ' l orruum � 0 mr r rr. rrrr 11 Mriurruu■ 1 uu...0 ■mtemrr ■rm ■ r1■lrruurlrr ■r r11rr■u'-- !9lC5lx9 x9lxSlxalx9 xy A9lx9lx9lxJ!!9E.9lx9G3lxMl rr __■ iiiiriirrrmmrrrmGiiFii rru mumplu Rr■rl rmuni mommim irilrli-iiimmi mmassiiiiiiiiuuuuuuurrrrr ■ ■..0 ■■ rruururr■rruuuu i li ■urruuuu■uu■■rur gr ■ou■■ ■u■ru • Wimmuu■r■■uur r r■■ rr. r ■rrrruluuu■uuuuuu..■ouruu■■mu■■ ■ ■�I rrr r 1111 ■ ■rnrruruurrrr ilrrr■■rururrrsrrrrrrrurrruuo 1111 ■■mm■■■■ . ■ 1 • rrrlr�� iruuuurrururliillrlr■rrr r.rurulrr l■ rrrr■rru.r■ ■rrr■ r 1010■■ r r r� r it ■ ■ 1 r °r_ ••r•xlexle•lmxl••R _ ■xe ■xx ■xe ■_sxxr_IR ■ xxrxx ■1�MMR_n�e,_le_!_I��M!g!_ r E8 K Oxx■ ee■- er- xrx■- s _•C��� \ \ \♦xeexeexeMxgexemxeexe_ seeSeeC���► \ \ \ +! i- F uuuru rr r r■ ■uuuu■■u■r■ u r■ Fr■■ ■ ■rulrrlrl11 ■rrr.. 1r■rrrrrrrrr■rrrrrrr MC6 X 15.1 REFER TO DETAIL A /A.9.8 PRESSURE TREATED 2X6 JOISTS ATTACHED TO CHANNEL ON EACH END WITH METAL ANGLE. CUT OUT IN ROOF STRUCTURE FOR INSULATED DUCT PER MECHANICAL 1 "X13"Xt"X8 "H.S.S.0EA. VALLEY CENTERED UNDER CHANNEL. MC6 X 15.1 REFER TO DETAIL A /A.9.8 REVISION N0.1 p iI -os3 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 12 2011 City ot Tuk is BUILDING DIVISION (c ROOF CURB SECTION 0 8" 16" 24" 1 1 /2" = 1'- 0" CmOFTUKIMLA MAY 052011 PERMITCENTER CONTINENTAL MILLS $000 10000OCIS OF CM0143 Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design 'interiors Q architecture 1326 Fifth Avenue Suite 500 . Seattle . WA 88101 TEL: 206.587.7120 FAX:206. 567.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 4 � TERED 80 r, CHITEC i /RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description DD SET CD SET PERMIT SET REVISION NO.1 REVISION NO.2 PERMIT CORRECTIONS / 4 \ PERMIT REVISIONS Date 07.16.10 08.26.10 02.28.11 03.10.11 03.16.11 04.13.11 05.05.11 Drawn by: RW Reviewed by: CS /AA Project No: 10.0114.00 ROOF TOP CURB SECTIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced GENERA L NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATION UNLESS AUTHORIZED 6. WITHIN FIVE (5) NOTIFY IN WRITING B DELIVERY TO THE SI THE CONSTRUCTION TIMES, PAYMENT OF INSTALLATION, OR D OWNER OR ARCHITE , REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID IN WRITING BY OWNER AND /OR ARCHITECT. USINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL TH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED E WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN EQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE LAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH T E LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHA L VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR UESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH ' THE WORK. DO NOT SCALE THE DR INGS. 9. THE USE OF WOAD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS RE UIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SH LL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELI ERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES F EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BI EEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT THE TENANTS. 13. ACCESS TO AND OF WORK, INTERRUP EXISTING EQUIPMENT THE BUILDING MANA 14. ADEQUATE CLEA OTHER DISRUPTION BUSINESS HOURS 0 INCONVENIENCED IN 15. EACH SUBCONT SHALL REPAIR SAID PREMISES SUCH AS: 16. SCHEDULE THE 17. UPON COMPLETI LANDLORD WITH ON TO AVOID DISRUPTION TO FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING ION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH EMENT. UP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR 0 THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. ACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. SE OF THE ELEVATOR WITH BUILDING MANAGEMENT. N OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS If0 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 CONT BLOCKING, AND FRA OTHER ITEMS REQUI 21. CONTRACTOR T 22. ALL PAINT AND AND REQUIRE ARCH (3) COPIES FOR R ACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, ING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL INC IT. COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES TECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE VIEW. 23. CONTRACTOR S ALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER S ECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAS- THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEA URES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVI ED AS IF DRAWN IN FULL. 25. THROUGHOUT T E DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATI NS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. SYMBOLS ELEVATION REFERENCE SYMBOL u LETAIL ID HEET NO. D SECTION REFERENCE SYMBOL DETAIL REFEREN DTL SHT CE SYMBOL COLUMN AND /0" GRID LINE SYMBOL �� 0 20' 1 ANGLE AT CENTS' LINE INDICATES FINISHED SURFACES TO ALIGN DRAWING TITLE BAR DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE OTITLE o� FLOOR ELEVATION SYMBOLS f BUILDING SPACE OFFICE �-- 1127 DOOR SYMBOL +1, -0" NOMINAL FLOOR ELEVATION HEIGHT (ABOVE /BELOW) / ROOM ID SPACE NAME SPACE NUMBER DOCUMENT SHEET SYMBOL G1 -�*-- KEYED SHEET NOTES -+- GLAZING SYMBOL �--- REVISION NUMBER ARCH / INTERIOR ABBREVIATIONS ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE AV - AUDIO VISUAL BLDG - BUILDING BOT - BOTTOM CABINET CENTER LINE CEILING CLEAR COLUMN CAB - CL - CLG - CLR - COL - CONC - CONCRETE CONE - CONFERENCE DEMO - DEPT - DF - DIA - DIFF - DIM - DTL - DW - DWG - EA EL ELEC ELEV EQ - EQUIP - EXT DEMOLITION DEPARTMENT DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DETAIL DISHWASHER DRAWING EACH ELEVATOR ELECTRICAL ELEVATION EQUAL EQUIPMENT EXTERIOR FA - FIRE ALARM FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FEC - FIRE EXTINGUISHER CABINET FFE - FINISH FLOOR ELEVATION FIN - FINISH FLUOR - FLUORESCENT FLR - FLOOR FO - FACE OF FOIC - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FTIC - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR FURR - FURRING GA - GAUGE GC - GENERAL CONTRACTOR GL - GLASS GWB - GYPSUM WALLBOARD HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF - HANDICAPPED - HARDWARE - HOLLOW METAL (STEEL FRAME) - HOUR - INCLUDED OR INCLUDING - INFORMATION - INSULATION - LAVATORY - LINEAR FOOT - MATERIAL - MAXIMUM - MEDIUM DENSITY FIBERBOARD MECH MEZZ MFR MIN MISC MTD MTL N/A NIC NTS OC OFF OPNG OVHD P PART PERF PERIM PERP PLAM PLYWD QTY (R) RA RCP REC REF REFR REL REV RM RO RTD SCHED - SF - SHT - SIM - SPEC - SPKLR - SPKR - SQ - STD - STL - STOR - STRL - STRUC - SYMM TBD TEL TEMP THK TO TOS TYP UON UPS VCT VIF W/ WC WD W/O MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OFFICE OPENING OVERHEAD PAINT PARTITION PERFORATED PERIMETER PERPENDICULAR PLASTIC LAMINATE PLYWOOD QUANTITY RELOCATED RETURN AIR REFLECTED CEILING PLAN RECESSED REFERENCE REFRIGERATOR RELOCATE REVISION OR REVISED ROOM ROUGH OPENING RATED SCHEDULE SQUARE FEET /FOOT SHEET SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE STANDARD STEEL STORAGE STRUCTURAL STRUCTURAL SYMMETRICAL TO BE DETERMINED TELEPHONE OR TELECOM TEMPERED THICKNESS TOP OF TOP OF SLAB TYPICAL UNLESS OTHERWISE NOTED UNINTERRUPTED POWER SUPPLY VINYL COMPOSITION TILE VERIFY IN FIELD WITH WATER CLOSET WOOD WITHOUT BUILDING SUMMARY PROJECT TEAM SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila PURSING ING DIVISION . PROJECT ADDRESS: ,\CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2009 B REGULATIONS & ORDINANCES N FPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2009 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - TENANT: CONTINENTAL MILLS, INC. 18125 Andover Park West Tukwila, WA. 98188 -4704 Tel: 206 816 -7151 Fax: 253 569 -7046 ATTN: BOB COWEE ARCHITECT /DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 Tel: 206.587.7120 2003 Fax: 206.587.7122 ATTN: CLOVER SCHULER /AMATA ALDEN 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: II -B 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: 1 HOURS CORRIDORS: NON -RATED PER IBC 2009 SECT 1018, TABLE 1018.1 5. EXITS: SEE SHEET G.0.2 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT ON FIRST AND SECOND FLOORS. NEW PARTITIONS, DOORS, FINISHES, CEILING ASSEMBLIES, ETC. CONSTRUCTION MANAGER: CBRE 1420 5th Avenue, Suite 1700 Seattle, WA 98101 Tel: 425 652 -6796 Fax: 425 936 -7329 ATTN: TODD MILLER GENERAL CONTRACTOR: GLY CONSTRUCTION, INC. 15 Lake Bellevue Drive, Suite 200 Bellevue, WA 98005 ATTN: BRIAN HAAKENSON MECHANICAL /PLUMBING ENGINEER: PSF MECHANICAL INC 9322 14th Avenue South Seattle, WA 98108 TeI: 206.764.9663 ATTN: JOEL SMITH ELECTRICAL ENGINEER: JOHNSON ELECTRIC INC 11816 NE 116th St Kirkland, WA 98034 Tel: 425.821.8226 ATTN: DAN JOHNSON FIRE /LIFE SAFETY ENGINEER: FIRE SYSTEMS WEST INC 206 , Frontage Rd N #C Pacific, WA 98047 Tel: 253.833.1248 ATTN: DAN RADLOFF COMMUNICATIONS CONSULTANT: COM GROUP INC 4040 Lake Washington Blvd #205 Kikland, WA 98033 Tel: 425.284.6500 ATTN: CHRIS SKILES AV CONSULTANT: COCHRAN INC 12500 Aurora Avenue North Seattle, WA 98133 Tel: 206.367.1900 ATTN: BRADY MCCOY STREET MAP DRAWING INDEX Tr1114011Eif 5egsle! Perk III a. S DRAW G SSUED 0 0 r r r w - co uO •. 0 c0 r) aC . t` oo r) r) d- - ©0©©©©. s 1$a LEGAL DESCRIPTION / PARCEL N0. f3EVICWED FOR CODE COMPLIANCE APPROVED MAY 0 3 2011 City0f U le GENERAL G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES G.0.2 KEY PLAN ARCHITECTURAL / INTERIORS A.1 1 DEMOLITION PLAN - FIRST FLOOR A.1.2 DEMOLITION PLAN - SECOND FLOOR A.2A.1 CONSTRUCTION PLAN - FIRST FLOOR A.2A.2 CONSTRUCTION PLAN SECOND FLOOR A.2B.1 REFLECTED CEILING PLAN - FIRST FLOOR A.2B.2 REFLECTED CEILING PLAN - SECOND FLOOR A.2C.1 FURNITURE & EQUIPMENT PLAN - FIRST FLOOR A.2C.2 FUNRITURE & EQUIPMENT PLAN - SECOND FLOOR A.2D.1 FINISH FLOOR PLAN - FIRST FLOOR A.2D.2 FINISH FLOOR PLAN - SECOND FLOOR A.6.1 INTERIOR ELEVATIONS A.6.2 INTERIOR ELEVATIONS A.6.3 INTERIOR ELEVATIONS A.6.4 INTERIOR ELEVATIONS A.6.5 INTERIOR ELEVATIONS DEFINITIONS AND DIMENSIONS A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. 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) FILE COP Permit No. Plan review aproval is Approval of construction the violation of any a of approved Field o errors and omissi does not autheriz code or ordinance. Rs Is acknowledge KEY PLAN / FLOOR P=014 SEE SHEET G.0.2 REVISIONS No changes shall bo made to the scope of work without prior approval of Tukwila Building Division_ NOTE: Revisions will require a new plan submittcl and may include additional plan review fees. t A.9.1 A.9.2 A.9.3 A.9.4 A.9.5 A.9.6 A.9.7 s.1+c sneiwt.' I - DOOR SCHEDULE DETAILS DETAILS DETAILS MILLWORK SECTIONS MILLWORK SECTIONS MILLWORK SECTIONS DETAILS MECHANICAL M -001 HVAC GENERAL NOTES, LEGENDS AND SCHEDULES M -002 HVAC SCHEDULES M -111 FIRST FLOOR HVAC PLAN - DEMO M -112 FIRST FLOOR HVAC PLAN - NEW M -121 SECOND FLOOR HVAC PLAN - DEMO M -122 SECOND FLOOR HVAC PLAN - NEW M -123 ROOF HVAC PLAN EXISTING M -132 ROOF HVAC PLAN - NEW PLUMBINBLUMBING GENERAL NOTES, LEGENDS AND SCHEDULES P -001 P -111 FIRST FLOOR PLUMBING PLAN - DEMO P -112 FIRST FLOOR PLUMBING PLAN - NEW P -121 SECOND FLOOR PLUMBING PLAN - DEMO P -122 SECOND FLOOR PLUMBING PLAN - NEW ELECTRICAL E0.0 SYMBOLS MEE X E1.0 ONE LINE DIAGRAM E10.0 FIRST FLOOR LIGHTING E11.0 SECOND FLOOR LIGHTING E20.0 FIRST FLOOR 208Y/120V POWER & COMM. PLAN E21.0 SECOND FLOOR 208Y/120V POWER & COMM. PLAN E30.0 FIRST FLOOR 480Y/277V POWER & COMM. PLAN E31.0 SECOND FLOOR 480Y/277V POWER & COMM. PLAN E50.0 DEMOLITION FIRST FLOOR E51.0 DEMOLITION SECOND FLOOR E60.0 LIGHTING & PANEL SCHEDULES NI ATISN T-A-00 DRAWING INDEX T -A -01 SYMBOLS, ABBREVIATIONS AND NOTES T -D -01 COMMUNICATIONS PATHWAY PLAN - FIRST FLOOR T -D -02 COMMUNICATIONS PATHWAY PLAN - SECOND FLOOR T -D -03 COMMUNICATIONS DEVICE PLAN - FIRST FLOOR T -D -04 COMMUNICATIONS DEVICE PLAN - SECOND FLOOR T- D-05 WIRELESS LAN LAYOUT - FIRST FLOOR T -D -06 WIRELESS LAN LAYOUT - SECOND FLOOR T -E -01 CABLE ROOM - SECOND FLOOR T -F -01 COMMUNICATION CONDUIT ROUTING DIAGRAM T -F -02 COMMUNICATION CONDUIT ROUTING DIAGRAM T -F -03 COMMUNICATION FIBER ROUTING DIAGRAM T -G -01 COMMUNICATION DETAILS T -G -01 B COMMUNICATION DETAILS T -G -02 COMMUNICATION DETAILS T -G -03 COMMUNICATION WIRELESS DETAILS FIRE PROTECTION 1 -1 SITE PLAN 1 -1 1ST FLOOR - SPRINKLER PLAN 1 -1 2ND FLOOR - SPRINKLER PLAN V AV -A -01 SYMBOLS & ABBREVIATIONS X X X X X X X X AV -E -31 AUDIO /VIDEO PLAN FIRST FLOOR - ANNEX AV -E -32 AUDIO /VIDEO PLAN SECOND FLOOR - ANNEX AV -E -41 AUDIO/VIDEO RCP FIRST FLOOR - ANNEX AV -E -42 AUDIO/VIDEO RCP SECOND FLOOR - ANNEX CFQ►oo1 l! TT N N AL MI :O P*ODUCTY OC 4WOICi Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors 0 architecture 1326 Fifth Avenue Suite 5pO . Sc the . WA 06101 TEL: 206.567.7120 FAX :206. 507.7122 All reproduction & intellectual property rights reserved c 2010 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OW REPRESENTATIVE AND THE TENANT. Professional seal RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description DD SET CD SET PERMIT SET /s\ REVISION NO.1 REVISION NO.2 PERMIT CORRECTIONS Date 07.16.10 08.26.10 02.28.11 03.10.11 03.16.11 04.13.11 MY LA APR 13 2011 PERMIT CENTER Drown by: RW Project No: 10.0114.00 Reviewed by CS /AA COVER SHEET / PROJECT INFORMATION 17 °a1.11Pi) Original drawing is 24" x 36 ", Scale entities accordingly if reduced CORRECTION LT R# G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDMONS. 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DMSION II - SRE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL - PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE VINYL, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1 -1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 13. THE FOLLOWING UL LISTING ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX -S -A -6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. DMSION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC 2009 SECTION 703.6. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -0 ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10' 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 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 APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT; 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT UNITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J- BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS,. SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. 6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 8. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 9. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL RE- CIRCUIT AND RE- SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY UGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 14. EXIT SIGNS SHALL HAVE UL #924. RECEIVED MAR 02 2011 PERMIT C.:=. CONTINENTAL MILLS t aoD t•'ItORUCTt 0R C1$O1KL Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18125 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors 0 architecture 1326 Fifth Avcnuc Suitc 500 . S. ttic . WA 98101 TEL 200587.7120 FA 51206, 587,7722 All reproduction & intellectual property rights reserved c 2010 CODE ,COMPLIANCE APPROVED MAy 0 3 2011 C40 M BU1LDl Ala NG DI1/1RON Professional seal No. Issue Description DD SET CD SET PERMIT SET Date 07.16.10 08.26.10 02.28.11 Drawn by: RW Reviewed by: CS /AA Project No: 10.0114.00 PROJECT NOTES bWO53 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 KEY PLAN 3/32"= 99 FIRST FLOOR LONGEST COMMON PATH OF EGRESS TRAVEL: 21'-6" T1 =1 VII BM =1 EllU rtal rtm MM MA ME an um mm mn mu nn mm am mm an r am 11MM] I MI I MI I Mil M. I AV dr•Av;0 /Av./ ...••,z • • 0 0 0 0 um mn ram mm am 1.13TAIRcn rn mm nm Em2 F.E.C. am um mu mu ma mm um mn mm mm WA MM 11 1111111 r.. MM MA Ma mu mn mu um am mn OM Ma Ma Ma UM e:17. MU OM Ma mm au mn nn mm EXITS (FIRST FLOOR): APPROXIMATE AREA OF CONSTRUCTION: 11,157 SF TOTAL APPROXIMATE FLOOR AREA: 11,157 SF OCCUPANT LOAD FACTOR: 100/SQUARE FEET NUMBER OF TOTAL PROPOSED OCCUPANTS: 111 NUMBER OF EXITS REQUIRED: 2 MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED PER NFPA13 1014.3X1 .--F-WE-WED FOR CODE COMPLIANCE t A PPROVED MAY 0 3 2011 City of Tukwila BUILDING DIVIRION CODE SHEET SYMBOL LEGEND M AM MA M tro PATH OF EGRESS TRAVEL— PER IBC 2009 SECTION 1006.1 PROVIDE ILLUMINATION LEVEL ALONG PATH OF TRAVEL SO THAT THE ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE AT WALKING SURFACE EXIT SIGNAGE SECOND FLOOR r 4 A A 14,7" !PA 1 ‘77 lv7Z4/ 7///zrzzwr y,/ z z 4Ar2Aw4Y4 VAX to fe" •97 / 1104 /1/ ./•KA:V 023STAIRli /er ///// z / 111111•11111111101111•11111111 2,372.4 AP.:0 11. AREA OF WORK LONGEST COMMON PATH OF EGRESS TRAVEL: 42'-2" EXITS (SECOND FLOOR): APPROXIMATE AREA OF CONSTRUCTION: 8,118 SG TOTAL APPROXIMATE FLOOR AREA: 13,078 SF OCCUPANT LOAD FACTOR: 100/SQUARE FEET NUMBER OF TOTAL PROPOSED OCCUPANTS: 131 NUMBER OF EXITS REQUIRED: 2 MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED PER NFPA13 1014.3X1 RECEIVED MAR 02 2011 PERM1TCENTER CONTINENDIL MILLS FOOD PRODOCiS OF CHOICE Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18125 ANDOVER PARK WEST TUKWILA, WA 98138 • • 1 burgess design I interiors 0 architecture 1326 filth Avenue Suite SDI) . Se ttle . WA 98101 TEL: 205.687 7123 FAX:21)6 !;87.71 2 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description DD SET CD SET PERMIT SET Date 07.16.10 08.26.10 02.28.11 Drown by: RW Reviewed by: CS/AA Project No: 10.0114.00 KEY PLAN bfl Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.2 (A\ DEMOLITION PLAN - FIRST FLOOR Pi) 0 V�B' �26' 1/8" = 0" REVIEWED FOR CODE COMPLIANCE t APPROVED MAY 0 3 2011 City of Tukwila BUILDING rnvlsiON DEMOLITION SYMBOLS } _ _ I EXISTING CONSTRUCTION TO BE REMOVED } EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLRION. 2. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE —USE, UNLESS OTHERWISE NOTED. 3. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 4. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. 5. REMOVE WALL COVERING FROM EXISTING PARTITIONS, WHERE REQUIRED. PATCH, REPAIR AND PAINT AS NEEDED. GENERAL RCP DEMOLITION NOTES 1. REMOVE EXISTING CEILING SYSTEM, LIGHTING FIXTURES AND ALL OTHER CEILING DEVICES. IN DEMOLITION AREA, U.O.N, REFER TO A.28.1 FOR EXTENT OF NEW CEILING SYSTEM. KEYED SHEET NOTES O1 REMOVE PORTION OF EXISTING PARTITION. REFER TO A.2A.1 FOR ADDITIONAL INFORMATION. O REMOVE EXISTING PANELING. PROVIDE SKIM COAT OR NEW GWB, AS NECESSARY FOR SMOOTH FINISH. O EXISTING GWB CEILING TO REMAIN. REFER TO A.2B.1 FOR ADDITIONAL INFORMATION. ALTERNATES FOR A. E FOR ALT. 'B', A.2D.1 OR A.2D.2 FOR ALT. 'C' & 'D' AND A.2A.2 A PROVIDE LINE ITEM PRICING TO REMOVE WALL COVERING IN EXISTING RESTROOMS AND SHOWERS. PATCH, REPAIR AND PAINT, AS NEEDED. PAINT P -1, SEMI — GLOSS. aTY% APR 13 2011 PERMIT CENTER CONTINENTAL MILD F000 P*OOUCTS Of CNOICE Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors 0 architecture 1726 Fifth Avenue Suite 500. Se itle . WA 98101 1(1: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal Aiv RED T CT Aoli8021 REGI RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description DD SET CD SET PERMIT SET REVISION NO.1 REVISION NO.2 / s \ PERMIT CORRECTIONS Date 07.16.10 08.26.10 02.28.11 03.10.11 03.16.11 04.13.11 Drown by: RW Reviewed by: CS /AA Project No: 10.0114.00 DEMOLITION PLAN FIRST FLOOR 1 1 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.1.1 J N.I.C. AREA OF WORK 1 I I L DEMOLITION PLAN r ELECTRICAL ROOM J II 2J // // // // // // /l 7 11 7'1 r1CN\ Y \SILL — _41\ \ 11011 / \ —Ir IIu DI 01- /'JI'� - -_ 1 L Ir I I 11 11 11 11 I I 11 11 11 „IIr\ 11 / 111111 \ LL = = _ ( 1 l� II 1 111 L_ STAIR r ~.y'\ fit- H I\ iwi ) H = = = 1 II / ' - ii 'III' 1 II I II II 1 II II 1 II II 1 III III III III III I< 1, ,JI I 11 == II / L L_7 SECOND FLOOR �� 0 8' 16' 24' 1 1 DEMOLITION SYMBOLS EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE —USE, UNLESS OTHERWISE NOTED. 3. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 4. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. GENERAL RCP DEMOLITION NOTES 1. REMOVE EXISTING CEILING SYSTEM, LIGHTING FIXTURES AND ALL OTHER CEILING DEVICES. IN DEMOLITION AREA, U.O.N, REFER TO A.2B.1 FOR EXTENT OF NEW CEILING SYSTEM. KEYED SHEET NOTES REMOVE PORTION OF EXISTING PARTITION. REFER TO A.2A.2 FOR ADDITIONAL INFORMATION. REMOVE EXISTING PANELING. PROVIDE SKIM COAT OR NEW GWB, AS NECESSARY FOR SMOOTH FINISH. EXISTING SUSPENDED CEILING SYSTEM TO REMAIN IN THE AREA. REFER TO A.2B.2 FOR ADDITIONAL INFORMATION. EXISTING GWB CEILING TO REMAIN IN THIS AREA. REFER TO A.2B.2 FOR ADDITIONAL INFORMATION. REMOVE EXISTING OPERABLE PARTITION. ALTERNATES FOR ALT. E FOR ALT. 'B', A.2D.1 OR A.2D.2 FOR ALT. 'C' & 'D' AND A.2A.2 A PROVIDE LINE ITEM PRICING TO REMOVE WALL COVERING IN EXISTING RESTROOMS. PATCH, REPAIR AND PAINT, AS NEEDED. PAINT P -1, SEMI— GLOSS. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 3 2011 City Of Tukwila BUILDINn nnliglnro RECEIVED MAR 021011 PERMITCENTER CONrfIWE. ►''a °av Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18125 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500. Se ttie , WA 96101 TEL: 206.587.7t 20 FAX:206. 587,7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description DD SET CD SET PERMIT SET Date 07.16.10 08.26.10 02.28.11 Drawn by: RW Reviewed by: CS /AA Project No: 10.0114.00 DEMOLITION PLAN SECOND FLOOR Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.1.2 � CONSTRUCTION PLAN - FIRST FLOOR I) 0 8' 16' 24' 1/8" = 1'_ 0" ''-d1TEV FOR E ODE COMPLIANCE t APPROVED MAY 032011 City of Tukwila BUILDING DIVISION 3 SYMBOL LEGEND F.E. EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION TO GRID, PER DETAIL J /A.9.1 NEW INSULATED NON —RATED CONSTRUCTION TO DECK ABOVE, PER DETAIL L /A.9.3 NEW DEMOUNTABLE PARTMON CONSTRUCTION TO GRID, PER DETAIL J /A.9.3 NEW INSULATED INTERIOR PARTITION CONSTRUCTION 6" ABOVE GRID, PER DETAIL L /A.9.2 NEW FURRING WALL CONSTRUCTION, PER DETAIL J /A.9.2 NOT USED FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS 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 PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTMON ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE — RETARDENT TREATED WOOD. 9. PROVIDE NEW QUICK — RESPONSE SPRINKLER HEADS THROUGHOUT. KEYED SHEET NOTES O PROVIDE BLOCKING IN WALL FOR TENANT SUPPLIED FLAT SCREENS. O VERIFY DEPTH OF EXISTING WALL AND MATCH STUD DEPTH OF NEW WALL TO EXISTING WALL. VERIFY TOP OF WALL TRANSITION TO CEILING AT EXISTING WALL AND MODIFY AS REQUIRED TO MATCH NEW WALL CONDITION. O VERIFY EXISTING TOP OF WALL TRANSITION TO CEILING AND MODIFY AS REQUIRED TO MATCH NEW ADJACENT WALL CONDITION. NOT USED. O NEW ADA SINK: PROVIDE ELKAY CELEBRITY SINGLE BOWL SINK, MODEL GECR2521L/R AND KOHLER TRITON /FINESSE SINK FAUCET K- 7776 —K WITH K- 16012 -5 TRITON WRISTBLADE LEVER HANDLES OR MOEN CHATEAU ONE HANDLE KITCHEN FAUCET MODEL #7445 OR APPROVED EQUAL. PROVIDE CUT SHEETS FOR REVIEW. O PROVIDE 4' —O "h X 8' -0 "w ONE —WAY MORROR. DEFER TO WALL SECTION M /A.9.3. O PROVIDE 24" OF ACOUSTICAL WALL INSULATION IN CEILING, 24" EACH SIDE OF PARTMON. O NOT USED. FINAL DIMENSION TO BE VERIFIED WITH FURNITURE VENDOR. 11 PROVIDE 2' -0 "w X 71 -0 "h SIDELIGHT REFER TO DOOR TYPE 'D'. 12 RELOCATE EXISTING SANITARY NAPKIN/TAMPON VENDOR TO THIS LOCATION. INSTALL PER MFR. INSTRUCTIONS. ©13 AT EXISTING PARTTONS RECEMNG NEW TILE PROVIDE 5/8" CEMETIOUS BOARD. t4 PROVIDE NEW ADA COMPLIANT DRINKING FOUNTAIN AT EXISTING LOCATION. SPEC: ELKAY, EZSTL8C TWO — STATION WALL —MOUNT WATER COOLERS, BARRIER FREE ACCESS. v CRYOF APR 13 2011 PERMIT CENTER LA CONTINENTAL MILLS fa00 PRODUCTS OF 6401(1 Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors 0 architecture 1326 Fifth Avenue Suite 500. Stunk . WA 08101 TEL: 206.587.7120 FAX:206. 687 7122 All reproduction & intellectual property rights reserved c 2010 Professional seal RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description DD SET CD SET PERMIT SET REVISION NO.1 A\ REVISION NO.2 PERMIT CORRECTIONS Dote 07.16.10 08.26.10 02.28.11 03.10.1 1 03.16.11 04.13.11 Drawn by: RW Project No: 10.01 14.00 Reviewed by: CS /AA CONSTRUCTION PLAN FIRST FLOOR Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 N.I.C. AREA OF WORK 0 10' -6" 4 4' —O" AA D0 KITCHEN 203 1 (E) -- 1 (E) it _J L T r r L ELECTRICAL ROOM (E) c•J STAIR (E) DN 0 N FILE AREA 206 PHONE ROOM 1 204 20 tV OPEN OFFICE ,„„„ // Avizzzizz sA.6.2 TYP./� SENSORY HALLWAY 10 HALLWAY 202 5' -5" ELE LOBBY 201 9' -4" TOR PHONE ROOM -I 205 •Lo 5' -11 "O ELECTRICAL ROOM HALLWAY 224 N) A A K STORAGE ROOM 223 (E) (E) AvldrA ©4> STORAGE ROOM 209 4' -11" OPEN OFFICE 208 11 u 0 mr 8' -0" 8' -0" X4' -0„ T 0 X'8' -11" 12' -2" STORAGE ROOM 221 Ar. A / // OPEN 5'-0" OFFICE A A 220 ��© iiiiii A.6.2 OPEN OFFICE 219 47///c/A9' OFFICE 212 OFFICE 213 OFFICE 216 OFFICE 217 D • SENSORY ROOM 211 1 I . /7 CONFERENCE ROOM 218 CONSTRUCTION PLAN - SECOND FLOORO 0 8' 16' 24' 1/8" = 1,_ 0" SYMBOL LEGEND EXISTING CONSTRUCTION TO REMAIN Imommomf NEW INSULATED INTERIOR PARTITION CONSTRUCTION TO GRID, PER DETAIL J /A.9.1 NEW DEMOUNTABLE PARTITION CONSTRUCTION TO GRID, PER DETAIL J /A.9.3 NEW INSULATED INTERIOR PARTITION CONSTRUCTION 6" ABOVE GRID, PER DETAIL L /A.9.2 NEW FURRING WALL CONSTRUCTION, PER DETAIL J /A.9.2 NEW 6" PLUMBING WALL CONSTRUCTION, PER DETAIL K /A.9.3 NEW DEMOUNTABLE PARTI1ON, PER DETAIL K /A.9.1 FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE 1 U� U NEW CASEWORK / MILLWORK UNE OF UPPER CABINETS F.E. p NEW FIRE EXTINGUISHER GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, LION. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 9. PROVIDE NEW QUICK— RESPONSE SPRINKLER HEADS THROUGHOUT. KEYED SHEET NOTES 0, PROVIDE BACKING IN WALL FOR TENANT PROVIDED FLAT SCREENS. O USE DEPTH OF EXISTING WALL AND MATCH STUD DEPTH OF NEW WALL TO EXISTING WALL. 3O PROVIDE BUILT —IN PLASTIC LAMINATE OPEN UPPER SHELVES, TO MATCH EXISTING. SIMILAR TO DETAIL L/A.9.6. O PROVIDE 20 "I X 30 "w X 20 "d NEW DOUBLE BASIN SINK AND ADA COMPLIANT FAUCET. SPEC: TBD. MODIFY STAINLESS COUNTERTOP AS REQUIRED. O PROVIDE 201 X 30 "w X 15 "d NEW SINGLE BASIN SINK AND ADA COMPLIANT FAUCET. SPEC: TBD PROVIDE 3' -4" WIDE BY 12' -4 LONG PLASTIC LAMINATE WORK SURFACE, TO MATCH EXISTING WORK 7 BENCHES, TO BE PLACED ON TENANT PROVIDED FILE CABINETS. OCUSTOM MILLWORK WORK BENCH; 3 EQUAL TABLES APPROX 4'w X 3'd X 36 "h ON CASTERS. WOOD LEGS 8 WITH SUPPORT SHELF SIMILAR TO EXISTING WITH BUTCHER BLOCK WORK SURFACE. O CUSTOM MILLWORK TABLES; REPLICATE EXISTING IN SIZE, DETAIL AND FINISH. O36 "h WORK BENCH WITH OPEN ADJ. SHELVES BELOW. PROVIDE WIREMOLD UNDER COUNTER, FEED FROM 10 COLUMN. 11 WORK BENCHES, SIMILAR TO EXISTING IN DETAIL AND FINISH. PROVIDE BLACKOUT FILM OR GWB OVER GLAZING. 13 PROVIDE BLADDERS TO PREVENT DAMAGE FROM WATER LEAKS. PROVIDE WIRE MOLD ALONG BACKSPLASH. ALTERNATE SEE A.1.1 OR A.1.2 FOR ALT. 'A', A.28.2 FOR ALT. 'B' AND A.2D.1 OR A.2D.2 FOR ALT. 'C' & 'D'. OE PROVIDE LINE ITM COST FOR WORK BENCH WORK SURFACE TO MATCH EXISTING WORK BENCHES. i REVIEWED FOR CODE COMPLIANCE t APPROVED MAY 032011 ukwila City of BUILDING rDM,S1f1N RECEIVED MAR 02 2011 PERMIT CENTER CONTINEN"IAL MILLS C1 � FQOO iRi?p1YE> $ ! Ci1Q1 Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18125 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors 0 architecture 1316 Fifth Avenue Suite 500. Sc the . WA 98101 TEL: 206,587,7120 1iAx:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 1 wry /0 TERED ITECT RANDALL ALAN MOROAN STATE OF WASHINGTON No. Issue Description DD SET CD SET PERMIT SET Date 07.16.10 08.26.10 02.28.1 1 Drawn by: RW Project No: 10.0114.00 Reviewed by: CS /AA CONSTRUCTION PLAN SECOND FLOOR Original drawing is 24" x 36 ". Scale entities 53 accordingly if reduced A.2A.2 1' —g" CONFERENCE -,,, 136A • • Mili . mg,, , I'1�1, '''A. F-01111141.0101101111111/41111 H� OPEN 137 laMEr :14/WE 6B 1111111 .`�. .4 i FiYrd1:� ... Y ROOM . uMIGI L'' 129 MI 1 _ Frd Mil dim t- i 9 0I 0 0 139 kivt4 1I MUM 0 LOBBY 1 28 ROOM 141 0 • mil 1:IJII! IIIBRA I 'OON ... 1 ii ...111111111111 . Eel a • 1 AIMMI '40 // ECTED CEILING PLAN - FIRST FLOOR e 0. 8' 16' 24' /V MAIN RUNNER, TYP. I REVIEWED FOR CODE COMPLIANCE , APPROVED MAY 032011 Tukwila City ofT 'l a BUILDING nnrl.Gifnv CEILING LEGEND LIGHTING SYMBOL DESCRIPTION /SPEC SYMBOL DESCRIPTION /SPEC ralir NEW 2' X 4' LIGHTOLIER COFFAIRE 11 RECESSED FLUORESCENT DIRECT /INDIRECT 2 LAMP T8, W /PERFORATED BASKET FIXTURE. NEW ACT -1 CEILING SYSTEM " PRELUDE WITH DUNE 2X4 SECOND LOOK TEGULAR TILE. SEE DETAIL C /A.9.2. HEIGHT TO MATCH EXISTING ASSEMBLY. NEW 2' X 2' LIGHTOLIER COFFAIRE 11 RECESSED FLUORESCENT DIRECT /INDIRECT 2 LAMP T8, W /PERFORATED BASKET FIXTURE. : Cam. • '•4 •> NEW GWB CEILING ASSEMBLY. SEE DETAIL A /A.9.3. m NEW RECESSED UGHTOUER CALCULITE CFL OPEN WALL WASHER (8021WW) 6" APERTURE TRIPLE TUBE VERTICAL LAMP 0 NEW RECESSED LIGHTOLIER CALCULITE CFL OPEN DOWNLIGHT (8021) 6" APERTURE TRIPLE TUBE VERTICAL LAMP NEW LOW— VOLTAGE PENDANT. SPEC: TECHLIGHTING, PELE PENDANT, 700FJPELWSLED. COORDINATE HEIGHTS WITH ARCHITECT IN FIELD. NEW RECESSED LIGHTOLIER CALCULITE CFL OPEN DOWNLIGHT (8021) 6" APERTURE TRIPLE TUBE VERTICAL LAMP WITH VAPOR PROOF HOUSING N/R NEW 1X4 FLOURESCENT CHAIN HUNG SUSPENDED FIXTURE CEILING LEGEND - CONTROLS SYMBOL DESCRIPTION NEW SWITCH LOCATION. D NEW DIMMER SWITCH LOCATION 3 NEW THREE —WAY SWITCH LOCATION GENERAL RCP NOTES 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. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY /RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 6. ELECTRICAL SUB — CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 7. ELECTRICAL SUB — CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. KEYED SHEET NOTES O1 PROVIDE VAPOR PROOF HOUSINGS FOR LIGHT FIXTURES. O PROVIDE FULL SPECTRUM LIGHTING AND (3) LIGHT LEVELS IN THIS ROOM. O3 EXISTING GWB CEILING TO REMAIN. LIGHTING SUMMARY 2006 Energy Code Compliance Form LIGHTING SUMMARY LTG -SUM 2008 Project Info Project Address: CONTINENTAL MILLS, INC. —NORTH ANNEX Date 03/10/11 18100 ANDOVER PARK WEST For Building Department use TUKWILA, WA 98138 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description 0 New Building 0 Addition ® Alteration Compliance Option 0 Prescriptive 0 Lighting Power Mowance 0 Systems Analysis (See Qualification C h e c k li s t ( ) Indicate Prescriptive & LPA spouts clearly on ) Alteration Exceptions (check appropriate box) 0 No changes are being mode to the righting 0 Less than Box of the Factures are new and installed Bghting wattage is not being increased MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) Location (floor /room no.) Occupancy Description Allowed Watts per S.F.** Area in S.F. Allowed 'X Area FIRST FLOOR B OFFICE .90 10,895 9,805 a From Toble 15-1 (over) — document all exceptions taken from footnotes Total Allowed Watts 9,805 PROPOSED LIGHTING WATTAGE (INTERIOR) (May not exceed Total Mowed Watts for Interior) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed FIRST FLOOR 2X4 FLUORESCENT LIGHT FIXTURE 89 64 5,696 FIRST FLOOR 2X2 FLUORESCENT LIGHT FIXTURE 21 50 1,050 FIRST FLOOR 6" DOWNLIGHT 44 32 1,408 FIRST FLOOR 6" WALL WASHER 14 32 448 FIRST FLOOR LOW VOLTAGE PENDANT 3 6 18 Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts 8,620 CITYOFIU .APR 1:s 2011 PERMIT CENTER LA Go tt IN NTAL MILLS F000 •OODUCTS OF C$OICt Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design i n t e r i o r s rs 0 architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 8021 i STERED CHITECT NDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date DD SET 07.16.10 CD SET 08.26.10 PERMIT SET 02.28.11. REVISION NO.1 03.10.11 REVISION NO.2 03.16.11 / \ PERMIT CORRECTIONS 04.13.11 Drawn by: RW Project No: 10.0114.00 Reviewed by: CS /AA REFLECTED CEILING PLAN FIRST FLOOR Original drawing is 24" x 36 ". Scale entities occordingly if reduced • A.2B.1 II 3 OPEN QFF1G= 1 208 1 • Gil Gil � I tai SENSORY HA_LWAY STORAGE ROM ,1 � 2C9 1 — C J STAI R N i ■ OFFICE OFFICE a 1 STORAGE ROOM I' —' 1- L..........- If - 1 ROOM i i 1 ® 221 1 IA +.... 223 , I r ■ "":".st s s s■ �I i /�" I/I I/I / OPEN OFF CE '� OFFICE 219 ®I 2�e MN OFFICE C REFLECTED CEILING PLAN U 8 IO 24' SECOND FLOOR CEILING LEGEND LIGHTING SYMBOL DESCRIPTION /SPEC SYMBOL DESCRIPTION /SPEC NEW 2' X 4' UGHTOUER COFFAIRE II RECESSED FLUORESCENT DIRECT /INDIRECT 2 LAMP T8, W /PERFORATED BASKET FIXTURE. NEW ACT -1 CEILING SYSTEM tth" PRELUDE WITH DUNE 2X4 SECOND LOOK TEGULAR TILE. SEE DETAIL C /A.9.2. NEW 2' X 2' UGHTOUER COFFAIRE II RECESSED FLUORESCENT DIRECT /INDIRECT 2 LAMP T8, W /PERFORATED BASKET FIXTURE. NEW RECESSED UGHTOUER CALCUUTE CFL OPEN DOWNUGHT (8021) 6" APERTURE TRIPLE TUBE VERTICAL LAMP. PROVIDE LAMPS WITH 3500K RATING FOR "TRUE" COLOR RENDERING. NEW RECESSED LIGHTOLIER CALCULTTE CFL OPEN WALL WASHER (8021WW) 6" APERTURE TRIPLE TUBE VERTICAL LAMP 0 NEW EXIT SIGN. COORDINATE ANAL LOCATION WITH CODE OFFICIAL. a a a TRACK LIGHTING. SPEC: TBD FIXTURE TO HAVE MULTIPLE LAMP FIXTURE HEADS FOR INCAN & FLUORESCENT UGHT EXISTING CEILING GRID TO REMAIN NEW GWB SOFFIT. SEE DETAIL B /A.9.3. CEILING LEGEND CONTROLS SYMBOL DESCRIPTION NEW SWITCH • LOCATION. NEW DIMMER SWITCH LOCATION NEW THREE -WAY SWITCH LOCATION a. DESIGNATES SWITCHING CIRCUIT. GENERAL RCP SHEET NOTES MAIN RUN 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEIUNG PLANS INDICATE TYPE AND LOCATION OF UGHT 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. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY /RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 6. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 7. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. KEYED SHEET NOTES tO PROVIDE FALSE STAINLESS STEEL FROM TO MIMIC EXISTING FOOD FACE. ALL HORIZONTAL ELEMENTS TO ALIGN. ALL MATERIALS TO MATCH EXISTING HOOD. • CRITICAL LIGHT RENDERING AREA. PROVIDE FULL SPECTRUM LAMPS AND /OR FIXTURES. O EXISTING GWB SOFFIT TO REMAIN. LIGHTING SUMMARY ALTERNATES SEE A.1.1 OR A.1.2 FOR ALT. 'A' AND A2D.1 OR A.2D.2 FOR ALTS. 'C' & 'D' O PROVIDE UNE ITEM PRICING TO REPLACE ACT (EXISTING ON SOUTH HALF OF )CEILING ASSEMBLY WITH ACT -1. FO PROVIDE UNE ITEM PRICING TO EXPOSE 40% OF STRUCTURE AND PAINT DARK BROWN. 2006 Energy Code Compliance Form LIGHTING SUMMARY LTG —SUM 2006 Project Info Project address: CONTINENTAL MILLS, INC. -NORTH ANNEX Date 02/28/11 18100 ANDOVER PARK WEST For Building Department use TUKWILA, WA 98138 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description 0 New Building 0 Addition ®uta<aron Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification LMueewiet (over). Indicate Prescriptive & LPA spaces dearly on plane.) Alteration Exceptions (check appropriate box) 0 No changes are being made to the lighting 0 Leas than 60% of the fixtures are new and installed lighting wattage is not being increased MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) (� Occupancy Description Mowed Watts per S.F. Area in S.F. Mowed X Area SECOND FLOOR B OFFICE .90 5,768 8,346 es From Table 15 -1 (over) — document all exceptions taken from footnotes Total Mowed Wads 8,346 PROPOSED LIG TING WATTAGE (INTERIOR) (May not exceed Total Mowed Watia for Interior) Location (floor /room no.) Rxture Description Number of Fixtures Watts/ Fixture • SECOND FLOOR 2X4 FLUORESCENT LIGHT FIXTURE 58 64 3,712 SECOND FLOOR 2X2 FLUORESCENT LIGHT FIXTURE 20 50 1,000 SECOND FLOOR 6" DOWNUGHT 30 32 960 SECOND FLOOR TRACK LIGHT 40 LF 50 W /LF 2,000 Total Proposed Watts may not exceed Total Allowed Watts for Inteior Totd Proposed Watts 7,672 STORAGE ROM ,1 � 2C9 1 — C J STAI R N i ■ OFFICE OFFICE a 1 STORAGE ROOM I' —' 1- L..........- If - 1 ROOM i i 1 ® 221 1 IA +.... 223 , I r ■ "":".st s s s■ �I i /�" I/I I/I / OPEN OFF CE '� OFFICE 219 ®I 2�e MN OFFICE C REFLECTED CEILING PLAN U 8 IO 24' SECOND FLOOR CEILING LEGEND LIGHTING SYMBOL DESCRIPTION /SPEC SYMBOL DESCRIPTION /SPEC NEW 2' X 4' UGHTOUER COFFAIRE II RECESSED FLUORESCENT DIRECT /INDIRECT 2 LAMP T8, W /PERFORATED BASKET FIXTURE. NEW ACT -1 CEILING SYSTEM tth" PRELUDE WITH DUNE 2X4 SECOND LOOK TEGULAR TILE. SEE DETAIL C /A.9.2. NEW 2' X 2' UGHTOUER COFFAIRE II RECESSED FLUORESCENT DIRECT /INDIRECT 2 LAMP T8, W /PERFORATED BASKET FIXTURE. NEW RECESSED UGHTOUER CALCUUTE CFL OPEN DOWNUGHT (8021) 6" APERTURE TRIPLE TUBE VERTICAL LAMP. PROVIDE LAMPS WITH 3500K RATING FOR "TRUE" COLOR RENDERING. NEW RECESSED LIGHTOLIER CALCULTTE CFL OPEN WALL WASHER (8021WW) 6" APERTURE TRIPLE TUBE VERTICAL LAMP 0 NEW EXIT SIGN. COORDINATE ANAL LOCATION WITH CODE OFFICIAL. a a a TRACK LIGHTING. SPEC: TBD FIXTURE TO HAVE MULTIPLE LAMP FIXTURE HEADS FOR INCAN & FLUORESCENT UGHT EXISTING CEILING GRID TO REMAIN NEW GWB SOFFIT. SEE DETAIL B /A.9.3. CEILING LEGEND CONTROLS SYMBOL DESCRIPTION NEW SWITCH • LOCATION. NEW DIMMER SWITCH LOCATION NEW THREE -WAY SWITCH LOCATION a. DESIGNATES SWITCHING CIRCUIT. GENERAL RCP SHEET NOTES MAIN RUN 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEIUNG PLANS INDICATE TYPE AND LOCATION OF UGHT 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. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY /RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 6. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 7. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. KEYED SHEET NOTES tO PROVIDE FALSE STAINLESS STEEL FROM TO MIMIC EXISTING FOOD FACE. ALL HORIZONTAL ELEMENTS TO ALIGN. ALL MATERIALS TO MATCH EXISTING HOOD. • CRITICAL LIGHT RENDERING AREA. PROVIDE FULL SPECTRUM LAMPS AND /OR FIXTURES. O EXISTING GWB SOFFIT TO REMAIN. LIGHTING SUMMARY ALTERNATES SEE A.1.1 OR A.1.2 FOR ALT. 'A' AND A2D.1 OR A.2D.2 FOR ALTS. 'C' & 'D' O PROVIDE UNE ITEM PRICING TO REPLACE ACT (EXISTING ON SOUTH HALF OF )CEILING ASSEMBLY WITH ACT -1. FO PROVIDE UNE ITEM PRICING TO EXPOSE 40% OF STRUCTURE AND PAINT DARK BROWN. 2006 Energy Code Compliance Form LIGHTING SUMMARY LTG —SUM 2006 Project Info Project address: CONTINENTAL MILLS, INC. -NORTH ANNEX Date 02/28/11 18100 ANDOVER PARK WEST For Building Department use TUKWILA, WA 98138 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description 0 New Building 0 Addition ®uta<aron Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification LMueewiet (over). Indicate Prescriptive & LPA spaces dearly on plane.) Alteration Exceptions (check appropriate box) 0 No changes are being made to the lighting 0 Leas than 60% of the fixtures are new and installed lighting wattage is not being increased MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) (� Occupancy Description Mowed Watts per S.F. Area in S.F. Mowed X Area SECOND FLOOR B OFFICE .90 5,768 8,346 es From Table 15 -1 (over) — document all exceptions taken from footnotes Total Mowed Wads 8,346 PROPOSED LIG TING WATTAGE (INTERIOR) (May not exceed Total Mowed Watia for Interior) Location (floor /room no.) Rxture Description Number of Fixtures Watts/ Fixture Watts Proposed SECOND FLOOR 2X4 FLUORESCENT LIGHT FIXTURE 58 64 3,712 SECOND FLOOR 2X2 FLUORESCENT LIGHT FIXTURE 20 50 1,000 SECOND FLOOR 6" DOWNUGHT 30 32 960 SECOND FLOOR TRACK LIGHT 40 LF 50 W /LF 2,000 Total Proposed Watts may not exceed Total Allowed Watts for Inteior Totd Proposed Watts 7,672 RECEIVED MAR 02 2011 TER cI CONTINENTAL !LLS Wf000 PRODUCES OF t }t1RFt '� Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18125 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design 'interiors Q architecture 1726 fifth Avcnuc Suitc 500 . Sc ttic , WA 98101 7lL: 206,587,7120 fAX,206, 500122 All reproduction & intellectual property rights reserved c 2010 RE IVEWEDVoir CODE COMPLIANCE A D;o��JV OE ED MAY 0 3 2011 City of Tukwila B1IILDING on/mom Professional seal r 8021 RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date DD SET 07.16.10 CD SET 08.26.10 PERMIT SET 02.28.11 Drawn by: RW Project No: 10.0114.00 Reviewed by: CS /AA REFLECTED CEILING PLAN SECOND FLOOR Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2B.2 ONF ROOM ENTRY OFFICE , OFFICE VIEWING ROOM OFFICE OFFICE OFFICE OFFICE OFFICE HALLWAY/ FILE AREA %�r� % / / / //A OPEN OFFICE — — — — 137 tel i0 - ! 1 - !1 —I -1- COPY 2 AREA HALLWAY MOTHERS ROOM OFFICE %/% : Ste: ,Si i� ���� �� // 1 PHONE ROW WORK AREA 0 138 STAIR STAIR STORAGE F.E.C. ENTRY i 4 r •I STORAGE ROOM LOBBY 128 0 ALL — WAY OFFICE STAIR HALL- WAY WOMEN'S LOCKER ".E.C. FILE ROOM HALLWAY OFFICE 3 .....■.... UNUSED SPACE FOR FUTURE USE BREAK 23 AREA 22 19 119 I.--1 102 COPY ROOM STORAGE ROOM OFFICE OFFICE ENTRY OFFICE OFFICE OFFICE POWER AND DATA PLAN — FIRST FLOOR 6116) LNG 1 1 /e' 0 8' 16' 24' EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT 1 2 3 COFFEE MAKER, 27" HIGH(BY TENANT, G.C. TO PROVIDE COPPER WATER LINE) PRINTER /FAX AREA COPIER (BY TENANT, G.C. TO COORDINATE POWER AND DATA REQUIREMENTS WITH TENANT). I . I SHREDDER (BY TENANT) UNDER COUNTER GLASS FRONT REF. (BY TENANT). INSTA —HOT & WATER FILTER AT SINK (BY G.C.). I ' 1 UNDERCOUNTER REFRIDGERATOR (BY TENANT) 8 RANGE GAS GRIDDLE (BY TENANT) pi I G• AS COUNTERTOP CHAR BROILER (BY TENANT) 10 WORK TABLE (BY TENANT) Ni TURBO CHEF OVEN (BY TENANT) 5 6 12 14 15 16 DOUBLE DECK GAS CONVECTION OVEN (BY TENANT) FREEZER (BY TENANT) COMMERCIAL REFRIDGERATOR (BY TENANT) RETAIL OVENS (BY TENANT) COMMERCIAL MICROWAVE (BY TENANT) 17 P• AN RACKS (BY TENANT) 18 FREE STANDING FUME HOOD (BY TENANT) 19 REFRIGERATOR (BY TENANT, G.C. TO PROVIDE COPPER WATER LINE AND HOOK UP ICE MAKER AS REQ'D) 20 M• ICROWAVE (BY TENANT) SHELF SPACE IS 24"X15" WITH AN 18" DEEP SHELF 21 DISHWASHER (BY G.C. — BUILDING STANDARD 4 —CYCLE RESIDENTIAL GRADE, VERIFY ADA COMPLIANCE, COLOR PER TENANT) VENDING MACHINE (BY TENANT) ICE MACHINE (BY TENANT) STACKED LOCKERS (BY TENANT) PLASTIC LAMINATE BENCH, 20" X 5' x 17 " -19" HIGH, PER ANSI 2003, SECURED TO FLOOR (BY G.C.) 22 23 24 25 GENERAL EQUIPMENT NOTES 1. WHERE POWER AND DATA OUTLETS ARE LOCATED BELOW COUNTER CASEWORK, PROVIDE 3" 0 GROMMET, WHERE OCCURS. CODE OO r © FOR APPROVED MAY 32011 �VED C1tyofTukwila BBtLDINr4 niuiRi nN CITY OF LA APR 112011 PERMIT CE CONTINENTAL MILLS x000 rotooucrs Of CMOICI Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design nteriors ® architecture 1776 fifth Avenue Suite 500. Seattle. WA 98101 TEL: 706.587.7170 FAX:706. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 80 RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description DD SET CD SET PERMIT SET REVISION NO.1 REVISION NO.2 / \ PERMIT CORRECTIONS Date 07.16.10 08.26.10 02.28.11 03.10.11 03.16.11 04.13.11 Drawn by: RW Project No: 10.01 14.00 Reviewed by: CS /AA FURNITURE & EQUIPMENT PLAN FIRST FLOOR Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2C.1 FILE AREA KITCHEN A Ai/ r //.7,7,A r 7,r7.,,z,viz, • OP OFFICE OPEN OFFICE HALLWAY PHONE ROOM STORAGE ROOM STAIR • OFFICE COPY AREA HALLWAY STAIR OFFICE OFFICE STORAGE ROOM STORAGE ROOM OFFICE OPEN OFFICE / % ✓// OFFICE E iii' / / // /. #. ./ /////// /%i A POWER AND DATA PLAN SECOND FLOOR) 1/8 " =1' -0" %A/ /// 4 i fdV#jAV4FA I�f�l l�l l�l 077 am EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT 0 5 6 0 8 9 10 11 12 m 16 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) MICROWAVE (BY TENANT) SHELF SPACE IS 24 "X15" WITH AN 18" DEEP SHELF DISHWASHER (BY G.C. — BUILDING STANDARD 4 —CYCLE RESIDENTIAL GRADE, VERIFY ADA COMPLIANCE, COLOR PER TENANT) PRINTER /FAX AREA COPIER (BY TENANT, G.C. TO COORDINATE POWER AND DATA REQUIREMENTS WITH TENANT). KITCHEN EQUIPMENT (BY TENANT, G.C. TO COORDINATE REQUIREMENTS WITH TENANT). UNDER COUNTER GLASS FRONT REF. (BY TENANT). ICE MACHINE (BY TENANT). WATER COOLER (BY TENANT). NOT USED. NOT USED. NOT USED. WATER FILTER (BY TENANT) SHREDDER (BY TENANT) STACKED LOCKERS (BY TENANT) 17 PLASTIC LAMINATE BENCH, 20" X 5' (BY TENANT) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 032011 City of Tukwila BUILDING ni iqinro RECEIVED MAR 02 2011 PERMIT CENTER CONTIKNThL MILS FOOD rioD s alp C1N1fcE Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18125 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors 0 architecture 1326 nfth Avenue Suite 590. 5e the . WA 88101 TEL 206587.7120 FAX:205. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description DD SET CD SET PERMIT SET Date 07.16.10 08.26.10 02.28.11 Drawn by: RW Project No: 10.0114.00 Reviewed by: CS /AA FURNITURE & EQUIPMENT PLAN SECOND FLOOR Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2C.2 r s,..Y G _ t 1111111111111111111111111111111 FINISH PLAN -FIRST FLOOR otr;) 0 8' 16' 24' VIEWED FOR E COMPLIANCE PPROVED MAY 0 3 2011 City of Tukwila BUILDING DIVISION FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE B -1 JOHNSONITE 4"h COVED RUBBER BASE. COLOR: TOAST #283 B -2 MDF 4 "h PAINTED MDF BASE. COLOR: PAINT TO MATCH WALL COLOR, SEMI -GLOSS FINISH B -3 JOHNSONITE 4"h COVED RUBBER BASE. COLOR: BROWN B -4 DAL -TILE KEYSTONES 2"X2" MB -5B 6" TILE BASE COLOR: URBAN PUTTY D161 GROUT COLOR: TBD, W/ CLEAR GROUT SEAL CARPET CPT -1 CPT -2 CPT -3 CPT -4 CPT -5 SHAW CONTRACT MODULAR TILE, FIELD CARPET STYLE: TRES CHIC TILE #59422 COLOR: STREET FASHION #21103 INSTALLED: MONOLITHIC SHAW CONTRACT MODULAR TILE, ACCENT CARPET STYLE: GRADIANT, STRAW INSTALLED: MONOLITHIC SHAW CONTRACT MODULAR TILE, ACCENT CARPET STYLE: DECADENCE TILE #59417 COLOR: 5 STAR #17103 INSTALLED: MONOLITHIC SHAW CONTRACT SHAW CONTRACT BROADLOOM, STAIR CARPET STYLE LAVISH #5A071 COLOR: VIXEN #71761 WALK -OFF MAT STYLE: BON JOUR #59411 -10123 COLOR: BEIGE VINYL COMPOSITION TILE VCT -1 MANNINGTON 12" X 12" DESIGNER ESSENTIALS 1/4 TURNED. COLOR: DARK CHOCOLATE #209 TRANSITION STRIP: SCHLUTER STRIP LINOLEUM FLOORING UN -1 ARMSTRONG STYLE: MARMORETTE LINOLEUM COLOR: SAND #LP092 TRANSITION STRIP: SCHLUTER STRIP PAINT P -1 BENJAMIN MOORE FIELD GWB, EGGSHELL FINISH COLOR: GRAND TETON WHITE #AC -42 ALLOW 70% P -2 BENJAMIN MOORE ACCENT GWB, EGGSHELL FINISH COLOR: POWELL BUFF #HC -35 ALLOW 10% ACCENT P -3 BENJAMIN MOORE ACCENT GWB, EGGSHELL FINISH COLOR: HUNTINGTON BEIGE #HC -21 ALLOW 10% ACCENT P -4 SHERWIN WILLIAMS ACCENT GWB, EGGSHELL FINISH COLOR: PEPPERY #SW 6615 ALLOW 10% ACCENT P -5 BENJAMIN MOORE CEILING SOFFIT, FLAT FINISH COLOR: DECORATOR WHITE P -6 SCUFFMASTER STAIR FINISH COLOR: TO MATCH BENJAMIN MOORE, 1547 ELECTROSTATIC APPLIED PAINT, OR EQUAL PLASTIC LAMINATE PL -1 WILSONART PLASTIC LAMINATE HORIZONTAL SURFACES LAMINATE COLOR: SHAKER CHERRY #7935K -07 PL -2 FORMICA PLASTIC LAMINATE LAMINATE COLOR: IVORY #460 -58 MATTE FINISH INTERIOR MELAMINE COLOR: WHITE PL -3 PIONITE PLASTIC LAMINATE HORIZONTAL SURFACES /BACKSPLASH. LAMINATE COLOR: NUBIAN BROWN #ST604 SUEDE PL -4 FORMICA PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: CHESTNUT WOODUNE 5884 -58 INTERIOR MELAMINE COLOR: WHITE ALTERNATES SEE A.1.1 1.1 OR A.1,2 FOR ALALTC'A', D2A2 FOR 'E' A.2B.2 FOR '8' & 'F' AND PL -5 WILSONART CO PROVIDE LINE ITEM PRICING TO PAINT STAIR RAIL P -6. O PROVIDE LINE ITEM PRICING TO STAIN EXISTING DOORS TO REMAIN TO MATCH WD -1. PL -6 WILSONART PLASTIC LAMINATE VERTICAL /HORIZONTAL SURFACES / BACKSPLASH. LAMINATE COLOR: SHEER MESH #4876 -38 INTERIOR MELAMINE COLOR: WHITE PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: MORRO ZEPHYR 4846 -50 C PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: TBD INTERIOR MELAMINE COLOR: WHITE 3 PL -7 FORMICA MOSIAC TILE GENERAL FINISH NOTES 1. PROVIDE 8 -1 THROUGHOUT, UON. 2. PROVIDE P -1 THROUGHOUT, UON. 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. 7. AT ALL EXISTING DOOR FRAMES TO REMAIN, PAINT TO MATCH P -1. 8. PROVIDE B -1 IN 6" HIGH ROLLED GOODS AT ALL LOCATIONS WITH EXISTING 6" RUBBER BASE. CT -1 DAL -TILE KEYSTONES 2"X2" MOSIAC TILE COLOR: URBAN PUTTY D161 TO 52 1/2" AFF AND 18" 20% MIX OF URBAN PUTTY & ELEMENTAL TAN D166, MATCH EXISTING HEIGHT. GROUT COLOR: TBD, W/ CLEAR GROUT SEAL. TRANSITION STRIP: SCHLUTER CT -2 CROSSV1LLE TILE SPEC: GLASS BLOX, G059 FLAME, 1X1 MOSAIC TILE GROUT COLOR: TBD, W/ CLEAR GROUT SEAL SOLID SURFACE SS -1 CAESARSTONE SPEC: TBD, 2CM, SQUARE EDGE WINDOW TREATMENT WT -1 LEVALOR 1" HORIZONTAL MINIBUND COLOR: TBD KEYED SHEET NOTES WT -2 3M FILM SPEC: FASARA SH2MAML MILANO AT 34 "AFF. PAINTED SURFACE FOR PROJECTION 80"W X 60 °H, STARTING AT 4' -0" AFF (NOT A WHITE BOARD). SPEC AND LOCATION TBD. CLEAN AND SEAL CONCRETE. PROVIDE NEW CPT -3 IN EXISTING ELEVATOR CAB. WRAP NEW OPENING WITH 1/8" STAINLESS STEEL APPLIED DIRECTLY TO WALL, MATCH WIDTH OF OPENING. PROVIDE NEW FLOOR AND WALL TILE, TO MATCH EXISTING, IN HATCHED AREA. WALL COVERING WC -1 TBD G.C. TO PROVIDE PREFABRICATED 4'X8' WALL - MOUNTED MARKER BOARD WITH PEN RAIL. WC -1 TBD G.C. TO PROVIDE PREFABRICATED 4'X12' WALL -MOU WITH PEN RAIL. 3 PERMIT CENTER CONTINENTAL MILLS f000 PRODUCTS Of CliOlti Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors ® architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:205. 507.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description DD SET CD SET PERMIT SET REVISION NO.1 REVISION NO.2 / A \ PERMIT CORRECTIONS Date 07.16.10 08.26.10 02.28.11 03.10.11 03.16.11 04.13.11 Drawn by: RW Project No: 10.01 14.00 Reviewed by: CS /AA FINISH PLAN - FIRST FLOOR Original drawing is 24° x 36 °. Scole entities accordingly if reduced A.2D.1 FINISH PLAN 0 8' SECOND FLOOR 1/8" = 1'— 0" 16' 24' t REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 20 i i GENERAL FINISH NOTES City of Tukwila BUILDING DIVIel(" r FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE B -1 JOHNSONITE 4 1'h COVED RUBBER BASE. COLOR: TOAST 1283 B -2 MDF 4 "h PAINTED MDF BASE. COLOR: PAINT TO MATCH WALL COLOR, SEMI —GLOSS FINISH B -3 JOHNSONITE 4 "h COVED RUBBER BASE. COLOR: BROWN CARPET CPT -1 CPT -2 CPT -3 CPT -4 CPT -5 SHAW CONTRACT MODULAR 11LE, FIELD CARPET STYLE: TRES CHIC TILE #59422 COLOR: STREET FASHION #21103 INSTALLED: MONOLITHIC SHAW CONTRACT MODULAR TILE, ACCENT CARPET STYLE: GRADIANT, STRAW INSTALLED: MONOLITHIC SHAW CONTRACT MODULAR TILE, ACCENT CARPET STYLE: DECADENCE TILE #59417 COLOR: 5 STAR #17103 INSTALLED: MONOLITHIC SHAW CONTRACT BROADLOOM, STAIR CARPET STYLE LAVISH #5A071 COLOR: VIXEN #71761 SHAW CONTRACT WALK —OFF MAT STYLE: BON JOOR #59411 -10123 COLOR: BEIGE VINYL COMPOSITION TILE VCT -1 MANNINGTON 12" X 12" DESIGNER ESSENTIALS 1/4 TURNED. COLOR: DARK CHOCOLATE #209 TRANSITION STRIP: SCHLUTER STRIP LINOLEUM FLOORING UN -1 ARMSTRONG STYLE: MARMORETTE LINOLEUM COLOR: SAND #LP092 TRANSITION STRIP: SCHLUTER STRIP PAINT P -1 BENJAMIN MOORE FIELD GWB, EGGSHELL FINISH COLOR: GRAND TETON WHITE #AC -42 ALLOW 70% P -2 BENJAMIN MOORE ACCENT GWB, EGGSHELL FINISH COLOR: POWELL BUFF #HC -35 ALLOW 10% ACCENT P -3 BENJAMIN MOORE ACCENT GWB, EGGSHELL FINISH COLOR: HUNTINGTON BEIGE #HC -21 ALLOW 10% ACCENT P -4 SHERWIN WIWAMS ACCENT GWB, EGGSHELL FINISH COLOR: PEPPERY #SW 6615 ALLOW 10% ACCENT P -5 BENJAMIN MOORE CEILING SOFFIT, FLAT FINISH COLOR: DECORATOR WHITE P -6 SCUFFMASTER STAIR FINISH COLOR: TO MATCH BENJAMIN MOORE, 1547 ELECTROSTATIC APPLIED PAINT, OR EQUAL PLASTIC LAMINATE PL -1 WILSONART PLASTIC LAMINATE HORIZONTAL SURFACES LAMINATE COLOR: SHAKER CHERRY #7935K -07 PL -2 FORMICA PLASTIC LAMINATE LAMINATE COLOR: IVORY #460 -58 MATTE FINISH INTERIOR MELAMINE COLOR: WHITE PL -3 PIONITE PLASTIC LAMINATE HORIZONTAL SURFACES/BACKSPLASH. LAMINATE COLOR: NUBIAN BROWN #ST604 SUEDE PL -4 FORMICA PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: CHESTNUT WOODUNE 5884 -58 INTERIOR MELAMINE COLOR: WHITE PL -5 WILSONART PLASTIC LAMINATE VERTICAL /HORIZONTAL SURFACES /BACKSPLASH. LAMINATE COLOR: SHEER MESH #4876 -38 INTERIOR MELAMINE COLOR: WHITE PL -6 WILSONART PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: MORRO ZEPHYR 4846 -50 INTERIOR MELAMINE COLOR: WHITE WINDOW TREATMENT WT-1 LEVALOR 1" HORIZONTAL MINIBUND COLOR: TBD WT-2 3M FILM SPEC: FASARA SH2MAML MILANO AT 34 "AFF. WALL COVERING 2. 3. 4. 5. PROVIDE B -1 THROUGHOUT, UON. PROVIDE P -1 THROUGHOUT, UON. PROVIDE CPT -1 THROUGHOUT, UON. REFER TO ELEVATIONS AND DETAIL SHEETS. CENTER TRANSMON 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. 7. AT ALL EXISTING DOOR FRAMES TO REMAIN, PAINT TO MATCH P -1. WC -1 TBD G.C. TO PROVIDE PREFABRICATED WALL — MOUNTED MARKER BOARD WITH PEN RAIL. METAL SST -1 TBD DECORATIVE STAINLESS STEEL ALTERNATES SEE A.1.1 OR A.1.2 FOR ALT. 'A' AND A.2D.1 OR A.2D.2 FOR ALT. 'C' & 'D' KEYED SHEET NOTES 1O PAINTED SURFACE FOR PROJECTION 80"W X 60 "H, STARTING AT 4' -0" AFF (NOT A WHITE BOARD). SPEC AND LOCATION TBD. CO PROVIDE UNE ITEM PRICING TO PAINT STAIR RAIL P -6. DO PROVIDE UNE ITEM PRICING TO STAIN EXISTING DOORS TO REMAIN TO MATCH WD -1, RECEIVED MAR 02 2011 PERMITCENTER CONTINENTAL MILLS ,000 IROOV(.TS OF c:OOKE Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18125 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors o architecture 1326 Fifth Avrnuc Sultc 500. Sc ttic WA 98101 1EL: 206.587.7120 FAX:206. 567.7122 All reproduction & intellectual property rights reserved c 2010 nal seal 802 r! TERED Professional TERED IITECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date DD SET 07.16.10 CD SET 08.26.10 PERMIT SET 02.28.11 Drawn by: RW Project No: 10.0114.00 Reviewed by: CS /AA FINISH PLAN SECOND FLOOR Original drawing is 24" x 36^', Scale entities accordingly if reduced A.2D.2 0 ih -EN EQ. EQ. EQ. EQ. 7-/ ADA COMPLIANT SINK & FAUCET -I PL -4 I P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES P 7-7 OPEN 0 I N 0 2' -0" 2' -2" dr / 2' -2" jt, 2' -0" CLR. FOR D.W. 3' CLR. 2' -0" CLR. FOR ICE MKR. I- PL -3 I P —LAM COUNTERTOP WITH 4" BACKSPLASH 1 PL -4 P_LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION —RM #102 3/8" = r- o° EQ. EQ. EQ. EQ. EQ. X ..... A° ? .4' ' ___ ........=...1..= U /......\ Ay ......... `V' , A I _ =_ =_= = 2' -O" CLR. FOR REF. 4'—'1" ■ = MO — — ° NNN // <======X=======X=======> . I I I I . .Iu. t1/ EQ. EQ. , EQ. EQ. I I I � 2'-7" 1, 1'-8" I Or 1 PL -5 I P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES PL -5 I P —LAM COUNTERTOP WITH 4" BACKSPLASH. PL -6 1P—LAM COUNTERTOP WITH 4" BACKSPLASH I PL 6 I P —LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 1PL -61 RECYCLE /TRASH P -LAM CABINETS Ej CASEWORK ELEVATION —RM #114 1 PL -1 P —LAM COUMERTOP OM ASO ma ea ea Ism mat ass was EQ. EQ. EQ. 8' —O" PL -2I RECYCLE/TRASH P -LAM CABINETS 1 PL -2 1 P —LAM LOWER CABINETS AND DRAWER WITH / ONE ADJUSTABLE SHELF CASEWORK ELEVATION — RM #136A N) 2' —O" 2' —O" 2' -2" EQ. r ' li.Aili■A "" /......\ Ay OPEN , A I I 2' -O" CLR. FOR REF. 4'—'1" 18" DEEP P —LAM MICROWAVE SHELF <======X=======X=======> . .0 . .Iu. EQ. EQ. EQ. 2'_0„ 1 r 1 PL -4 I P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES 1 PL -3 1P—LAM COUNTERTOP WITH 4" BACKSPLASH PL -4 1 P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION —RM #102 3/8" = 1'- 0" EXISTING COLUMN P —LAM ERTOP & BACKSPLASH P —LAM LOWER S AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION —RM #123 0 0 EN 3/8" _ 11 a. 1 -CV 0 a. N EQ. EQ. EQ. PL -5 I P —LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES 1 PL 5 JP—LAM COUNTERTOP WITH 4" BACKSPLASH 0 PL -6 P —LAM COUNTERTOP WITH 4" BACKSPLASH F) 5' -3" CLR. FOR COPIER CASEWORK ELEVATION —RM #104 P —LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 1 PL -6 I RECYCLE/TRASH P —LAM CABINETS 10' -11" EQ. EQ. EQ. = = = *11= === 1 3/8" = 1'- 0" RD-1 'ADJUSTABLE SHELVES CASEWORK ELEVATION — RM #133A 1 PL -5 I P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES O / EQ. EQ. 2' -7" 6' -1" CLR. FOR COPIER CASEWORK ELEVATION —RM #138 3/8" = 1'- 0" PL -5 P —LAM COUNTERTOP WITH 4" BACKSPLASH 1 PL -6 1 P —LAM COUNTERTOP WITH 4" BACKSPLASH PL -6 P —LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 1 PL-6 I RECYCLE /TRASH P —LAM CABINETS 3/8" = 1'— 0" 0 N 4' -9" 5" 1 PL -5 I MAIL BOXED WITH REMOVABLE PLEXI —GLASS DIVIDERS CASEWORK ELEVATION —RM #104 3/8" = 1'- 0" EQ. PL- P -LAM CO RTOP I PL -2 I RECYCLE/TRASH P —LAM CABINETS EQ. EQ. 8' -0" PL -2 P —LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION — RM #136A flww- CODE COMPLIANCE R APPROVED D MAY 032011 Cityof Tukwila BUILDING Dimit71u RECEIVED MAR 0 2 2011 PERMIT CENTER CONTINENTAL MILLS FOOD /RODUT$ l (H0U1 Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING • 18125 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors 0 architecture 1722 Firth Avenue Sufte SOD ,Seattle . WA 98101 TEL: 206.587.7120 FAX:208. 527,71 22 All reproduction & intellectual property rights reserved c 2010 Professional seal ipp w STERED ITECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date DD SET 07.16.10 CD SET 08.26.10 PERMIT SET 02.28.11 Drawn by: RW Project No: 10.0114.00 Reviewed by: CS /AA CASEWORK ELEVATIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.6.1 OPEN I I 2' -O" CLR. FOR REF. 4'—'1" 3/8" = 1'- 0" EXISTING COLUMN P —LAM ERTOP & BACKSPLASH P —LAM LOWER S AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION —RM #123 0 0 EN 3/8" _ 11 a. 1 -CV 0 a. N EQ. EQ. EQ. PL -5 I P —LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES 1 PL 5 JP—LAM COUNTERTOP WITH 4" BACKSPLASH 0 PL -6 P —LAM COUNTERTOP WITH 4" BACKSPLASH F) 5' -3" CLR. FOR COPIER CASEWORK ELEVATION —RM #104 P —LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 1 PL -6 I RECYCLE/TRASH P —LAM CABINETS 10' -11" EQ. EQ. EQ. = = = *11= === 1 3/8" = 1'- 0" RD-1 'ADJUSTABLE SHELVES CASEWORK ELEVATION — RM #133A 1 PL -5 I P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES O / EQ. EQ. 2' -7" 6' -1" CLR. FOR COPIER CASEWORK ELEVATION —RM #138 3/8" = 1'- 0" PL -5 P —LAM COUNTERTOP WITH 4" BACKSPLASH 1 PL -6 1 P —LAM COUNTERTOP WITH 4" BACKSPLASH PL -6 P —LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 1 PL-6 I RECYCLE /TRASH P —LAM CABINETS 3/8" = 1'— 0" 0 N 4' -9" 5" 1 PL -5 I MAIL BOXED WITH REMOVABLE PLEXI —GLASS DIVIDERS CASEWORK ELEVATION —RM #104 3/8" = 1'- 0" EQ. PL- P -LAM CO RTOP I PL -2 I RECYCLE/TRASH P —LAM CABINETS EQ. EQ. 8' -0" PL -2 P —LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION — RM #136A flww- CODE COMPLIANCE R APPROVED D MAY 032011 Cityof Tukwila BUILDING Dimit71u RECEIVED MAR 0 2 2011 PERMIT CENTER CONTINENTAL MILLS FOOD /RODUT$ l (H0U1 Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING • 18125 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors 0 architecture 1722 Firth Avenue Sufte SOD ,Seattle . WA 98101 TEL: 206.587.7120 FAX:208. 527,71 22 All reproduction & intellectual property rights reserved c 2010 Professional seal ipp w STERED ITECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date DD SET 07.16.10 CD SET 08.26.10 PERMIT SET 02.28.11 Drawn by: RW Project No: 10.0114.00 Reviewed by: CS /AA CASEWORK ELEVATIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.6.1 PL -2 P LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES P -LAM — co ERTOP N 100 =V MIMES OEN SO OPEN SHELVING —I PL -2 BOX /BOX/ FILE OPEN / j, 3' -0 "CLR 2' -0" PL -2 'DRAWERS TYPICAL BENCH CASEWORK \�J 0 N OPEN 2' -6" 0 3/8" = 1'— 0" 0 0 P -LAM— I RTOP OPEN SHELA NG N OPEN 2' -6" jr 4' -6 "CLR I 2' -6" TYPICAL BENCH CASEWORK CO N LA LA 1 PL -1 54" HIGH P -LAM DMDERS LA LA PL -2 —LAM SWING �ASSA E DOORS FOR PASS THROUGH 1 PL-1 p-LAM COUIsffRTOP 0 EQ EQ EQ EQ EQ EQ EQ EQ 2" CASEWORK ELEVATION 11 » RM #210 3/8" 11 » fl 1 PL -2 I P -LAM 1 PL -2 P —LAM OPEN CABINET DRAWERS EXISTING EXTERIOR GLAZING BEYOND PL -2 P -LAM CABINET WITH `WO ADJ. SHELVES PL -2 P -LAM CABINET DRA R AND ONE ADJ. SHELF ADA COMPLIANT SINK & FAUCET COSI MOM MOM EQ. J EQ. ▪ 1▪ 97 9 19 09 EQ. EQ. / EQ. 4■0:1 EQ. EQ. CASEWORK ELEVATION -RM #211 3/8" = 1'- 0" EQ. I . J / I I I EQ. 3' CLR. ADA COUNTER 1 PL -2 I TRASH /RECYCLING CABINET 3/8" = 1'— 0" b P -LAM— I RTOP N 0 OPEN 2' -6" 91-4" TYPICAL BENCH CASEWORK SIM 3/8" = 1'— !f 9 x 12" 1 112"1 3' CLR. SIM SIM UPPERS BEYOND PL -1 P -LAM CO ERTOP WITH 24" BACKSPLASH TYPICAL BENCH CASEWORK 3/8" = 1'- 0" SCRIBE TO WALL COUNTER TOP PLAS. LAM. FIN. PLAS. LAM. CAP REVIEWED FOR CODE COMPLIANCE t APPROVED MAY 0 3 2011 City of Tukwila BUILDINR nQFIRION SENSORY SIDE 2' -1" VARIES (SEE ELEVATIONS) SUPPORT BRACKET 0 24" O.C. MAX. 0 SIDES IF REFRIGERATOR ATTACHED TO PARTITION FINISH AT LEDGER FINISH FLOOR UNE LINE OF CEILING SEE L /A.9.2 FOR WALL DETAIL 2' -1" EMPLOYEE SIDE P -LAM PASSAGE DOOR SCRIBE TO WALL COUNTER TOP PLAS. LAM. FIN. PLAS. LAM. CAP SUPPORT BRACKET 0 24" O.C. MAX. 0 SIDES IF REFRIGERATOR ATTACHED TO PARTITION FINISH AT LEDGER FINISH FLOOR LINE SENSORY AREA SECTION 1 -1/2" = 1'- 0" RECEIVED MAR 02 2011 PERMIT CENTER CONTINENTAL MILLS FOOD !'RODu T•$ QF CHUlCE Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18125 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors Q architecture 1326 Fifth Avenue St to 500. Se the . WA 99101 TEL 206.597.7120 FAXt2015 567.7127 All reproduction & intellectual property rights reserved c 2010 Professional seal 8021 TERED C. TECT No. Issue Description DD SET CD SET PERMIT SET Date 07.16.10 08.26.10 02.28.1 1 Drawn by: RW Project No: 10.0114.00 Reviewed by: CS /AA WORK BENCH CASEWORK ELEVATIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.6.2 PL -1 P -LAM LOWER CABIENTS WITH FIXED PANELS CASEWORK ELEVATION -RM#203 C P -LAM LOWER WITH TWO ADJUSTABLE SHELVES TEST KITCHEN BEYOND 3/8" = 1'- 0" 1 SS -2 ITWO TONED BUTCHER -BLOCK TOP WITH INTERLOCKING WORK SURFACE, ON MAPLE BASE WITH CASTERS. PROVIDE 8" BORDER OF LIGHT WOOD WITH DARKER WOOD IN CENTER 4,- 4' -0" 4' -0" CASEWORK ELEVATION - RM#203 RECYCLE/ TRASH P -LAM CABINETS EXISTING HOOD PL -2 P -LAM COUNTERTOP WITH 4" BACKSPLASH 1 PL -1 P -LAM LOWER CABINETS AND DRAWER WITH ONE HEAVY DUTY PULL -OUT SHELF P -LAM LOWER WITH TWO ADJUSTABLE SHELVES 1 PL -1 AV CABINET, UNDERCUT BASE FOR AND PROVIDE COUNTER SLOT ON NORTH EDGE FOR VENTING. PL -1 I P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES t, EQ. 1 PL -1 P -LAM UPPER CABINETS WITH GLASS INSETS AND TWO ADJUSTABLE SHELVES CASEWORK ELEVATION -RM #203 EXTERIOR GLAZING BEYOND EXTERIOR GLAZING BEYOND COMPLIANT SINK & FAUCET / /: , "✓ f,r° r °'.- .'! /f .. // rd' r/ // . {f/ r •° 1r ✓ / /. - 4 `r r /, ... /s a / /,r -T r ,/ ✓ , ° is ./: I/ {' .. ,, r, r it %1,]��s,d�^r"7' � ¢ PgF6 L° iY ! ""`Y"'R'f 4i"w.L r,�,,,� ! ..w,.. w ADA SINK & FAUCET 1 Ii'ri "R`1 nd'" "M E 1 {8 ,.Y` L 1�I RICP .. , ! °' rt"Y' ` '{' �`x !�Jf" f- IM"{ ■ TI'fC {%Y -" d f /�, f'3 .r„ ,.- / ' /ff !✓ I' e FS .!%' ! d . .. 117�.yY�1.. •CS f� T„ y �w, I:i'"A.s :. !: -- {...3 S„�S &y.JITi..�'�t` "�!d..'°. Y.1 r.. r�i^.r�y. .` :. [. _:. rr• �E _t _. w. L7',.1,� / r °. dT P -2 ✓f di of d /.x . _ ✓ -' di A. ✓_ / . ,, ,P, / / r / /T, r/ ,f / f Tf /, rf / ' /,�' ✓ Jd. i rT dr d. / d . r' /r s / ✓ f . � `f f.fJl / /.- /° r% Fd ✓/ dd ff // ,"/ /'T' // / I'% /f // e' ,e/ ct i +' d/ at fd f./ f! 2' -6" �7■ e e —.....*mil EQ. 3' -6" j, EQ. 3' -6" EQ. j, 3' -6" EQ. - -\ ,i, IC / J J i! J I ,e s a p Kra, } 81\ /III I 11111MM , II. /� /II. MEIRIFIIIIIIII EQ. EQ. EQ. .7 4ffit _. 3' CLR. EQ. EQ. I EQ. 2' -3" CLR. ■ :: 3' CLR. = i ' -7 i ' EQ. L EQ. EQ. EQ. PL -1 P -LAM LOWER CABIENTS WITH FIXED PANELS CASEWORK ELEVATION -RM#203 C P -LAM LOWER WITH TWO ADJUSTABLE SHELVES TEST KITCHEN BEYOND 3/8" = 1'- 0" 1 SS -2 ITWO TONED BUTCHER -BLOCK TOP WITH INTERLOCKING WORK SURFACE, ON MAPLE BASE WITH CASTERS. PROVIDE 8" BORDER OF LIGHT WOOD WITH DARKER WOOD IN CENTER 4,- 4' -0" 4' -0" CASEWORK ELEVATION - RM#203 RECYCLE/ TRASH P -LAM CABINETS EXISTING HOOD PL -2 P -LAM COUNTERTOP WITH 4" BACKSPLASH 1 PL -1 P -LAM LOWER CABINETS AND DRAWER WITH ONE HEAVY DUTY PULL -OUT SHELF P -LAM LOWER WITH TWO ADJUSTABLE SHELVES 1 PL -1 AV CABINET, UNDERCUT BASE FOR AND PROVIDE COUNTER SLOT ON NORTH EDGE FOR VENTING. PL -1 I P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES t, EQ. 1 PL -1 P -LAM UPPER CABINETS WITH GLASS INSETS AND TWO ADJUSTABLE SHELVES CASEWORK ELEVATION -RM #203 MENS SHOWERS EXISTING STAINLESS STEEL EQUIPMENT CASEWORK ELEVATION -RM #203 SHOWER ACCESSORY SCHEDULE 0 ZURN, TEMP -GUARD III SHOWER UNIT Z7300- SS- HW6 -MT BOBRICK, SHOWER ROD B- 207X36, CURTAIN 204 -2 AND HOOKS 204 -1. MOUNTED 6' -4" AFF. KOHLER REINFORCED PLASTIC TRANSFER SHOWER, ADA ACCESSIBLE K12101 -C. LASCO BATHWARE, ACRYLIC PAN 3636APAN. RELOCATED BOBRICK PAPER TOWER AND WASTE RECEPTACLE, FROM MAIN BUILDING. INSTALL PER MFR. BARRIER -FREE INSTRUCTIONS. BOBRICK, B -438 RECESSED HEAVY DUTY SOAP DISH. MOUNT 42" AFF. BOBRICK, B -671 CLASSIC SERIES SURFACE MOUNTED SINGLE ROBE HOOK. MOUNT CENTERED ON PARTITION AND 3' -4" AFF. ® BOBRICK, 8165 -1824 MIRROR WITH STAINLESS STEEL CHANNEL FRAME. ® BOBRICK, B295X18 STAINLESS STEEL SHELF. z IW LO = -H U —I SST -1 STAINLESS STEEL HEADER TO ALIGN WITH EXISTING HOOD FACE. -� CT -2 EXISTING STAINLESS STEEL FACE SST-1 STAINLESS STEEL APPLIED TO FACE OF PARTITION TO ALIGN WITH EXISTING n i F + -� d- 1 -9-1- rrtf- tt1-r-i rLr-- 17 rLl- �i_I_11:Ir6_t; r. t_ -1"1 t t- t -1--I' -I t 1•!-I t :3:1 71-1:...1:1:1:1 t rj . -I_1_6.1.1...1J-791 L am r � l 1+- ± t- r r--1r t "T t t` -l_ _ r. r -r.� • • ss -1 P -LAM COUNTERTOP W/ TILE BACKSPLASH LOCKED P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF RECYCLE /TRASH P -LAM CABINETS EVE COpEC INEpFR ' APPROVED Gov Ea MAY 0 3 201 Ciint BUILDIN � GDIVISI ®N 1 • / /: , "✓ f,r° r °'.- .'! /f .. // rd' r/ // . {f/ r •° 1r ✓ / /. - 4 `r /,r /, ... /s a / /,r -T r ,/ ✓ , ° is ./: I/ {' .. ,, r, r it %1,]��s,d�^r"7' � ¢ PgF6 L° iY ! ""`Y"'R'f 4i"w.L r,�,,,� ! ..w,.. w ('� i7 S r`..1 1 Ii'ri "R`1 nd'" "M E 1 {8 ,.Y` L 1�I RICP .. , ! °' rt"Y' ` '{' �`x !�Jf" f- IM"{ ■ TI'fC {%Y -" d f /�, f'3 .r„ ,.- / ' /ff !✓ I' e FS .!%' ! d . .. 117�.yY�1.. •CS f� T„ y �w, I:i'"A.s :. !: -- {...3 S„�S &y.JITi..�'�t` "�!d..'°. Y.1 r.. r�i^.r�y. .` :. [. _:. rr• �E _t _. w. L7',.1,� / r °. dT P -2 ✓f di of d /.x . _ ✓ -' di A. ✓_ / . ,, ,P, / / r / /T, r/ ,f / f Tf /, rf / ' /,�' ✓ Jd. i rT dr d. / d . r' /r s / ✓ f . � `f f.fJl / /.- /° r% Fd ✓/ dd ff // ,"/ /'T' // / I'% /f // e' ,e/ ct i +' d/ at fd f./ f! 2' -6" MENS SHOWERS EXISTING STAINLESS STEEL EQUIPMENT CASEWORK ELEVATION -RM #203 SHOWER ACCESSORY SCHEDULE 0 ZURN, TEMP -GUARD III SHOWER UNIT Z7300- SS- HW6 -MT BOBRICK, SHOWER ROD B- 207X36, CURTAIN 204 -2 AND HOOKS 204 -1. MOUNTED 6' -4" AFF. KOHLER REINFORCED PLASTIC TRANSFER SHOWER, ADA ACCESSIBLE K12101 -C. LASCO BATHWARE, ACRYLIC PAN 3636APAN. RELOCATED BOBRICK PAPER TOWER AND WASTE RECEPTACLE, FROM MAIN BUILDING. INSTALL PER MFR. BARRIER -FREE INSTRUCTIONS. BOBRICK, B -438 RECESSED HEAVY DUTY SOAP DISH. MOUNT 42" AFF. BOBRICK, B -671 CLASSIC SERIES SURFACE MOUNTED SINGLE ROBE HOOK. MOUNT CENTERED ON PARTITION AND 3' -4" AFF. ® BOBRICK, 8165 -1824 MIRROR WITH STAINLESS STEEL CHANNEL FRAME. ® BOBRICK, B295X18 STAINLESS STEEL SHELF. z IW LO = -H U —I SST -1 STAINLESS STEEL HEADER TO ALIGN WITH EXISTING HOOD FACE. -� CT -2 EXISTING STAINLESS STEEL FACE SST-1 STAINLESS STEEL APPLIED TO FACE OF PARTITION TO ALIGN WITH EXISTING n i F + -� d- 1 -9-1- rrtf- tt1-r-i rLr-- 17 rLl- �i_I_11:Ir6_t; r. t_ -1"1 t t- t -1--I' -I t 1•!-I t :3:1 71-1:...1:1:1:1 t rj . -I_1_6.1.1...1J-791 L am r � l 1+- ± t- r r--1r t "T t t` -l_ _ r. r -r.� • • ss -1 P -LAM COUNTERTOP W/ TILE BACKSPLASH LOCKED P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF RECYCLE /TRASH P -LAM CABINETS EVE COpEC INEpFR ' APPROVED Gov Ea MAY 0 3 201 Ciint BUILDIN � GDIVISI ®N 1 • P -2 TWO U 5/8" hi SEMI -C PAINTEI 4 2' -6" EQ. 3' -6" j, EQ. 3' -6" EQ. j, 3' -6" EQ. ,i, 1' -11" q11 "� WOMENS SHOWER CASEWORK ELEVATION -RM #203 MIRROR SHELF PAPER TOWEL /WASTE RECEPTACLE WOMENS SHOWERS LARGED SHOWER PLANS 1/2" = 1'- SO L 10 q 1' -8" MENS SHOWER SHOWER ACCESSORY ELEVATIONS 3/8" = 1'- 0" CONTROLS AND HANDSHOWERS LOCATION GRAB BARS INCLUDED WITH SHOWER INSERT (2) YERS DF, LOSS FINISH cmSiaLa APR 13 2011 PERMIT CENTER ADA SHOWER CONTROL WALL ELEVATIO CON INENTAL 11 ILLS F000 •118W04tTS pF tM01tl Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors O architecture 1326 Fff h Avenue Suite. 500. Se uIe . WA 98101 TEL: 206.587.7120 FAx:20fi. 5873122 All reproduction & intellectual property rights reserved c 2010 Professional seal 802 GISTERED ARCHITECT RANDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date DD SET 07.16.10 CD SET 08.26.10 PERMIT SET 02.28.11 REVISION N0.1 03.10.11 REVISION NO.2 03.16.11 / \ PERMIT CORRECTIONS 04.13.1 1 Drawn by: RW Project No: 10.01 14.00 Reviewed by: CS /AA CASEWORK ELEVATIONS Original drawing is 24' x 36 ". Scale entities accordingly if reduced A.6.3 0 N) PL -5 P —LAM ADJUSTABLE SHELVED ON HEAVY T DUTY STANDARDS & BRACKETS _1 PL -5 P -LAM COUNTERTOP WITH 4" BACKSPLASH PL -6 P —LAM LOWER VERTICAL FILE DRAWERS J11 -6" 1'- 3 "�1' -3" 0 1-3 1 -3,1 1, WORK ELEVATION -RM #141 11 1 -3" 1' -3" 11 -3" 11- / / / r- ■ o s "O ►—. IlliiLle g 111 ` 4- oa \ "� 0© ■M EM 1 6' -0" 3/8" _ PL -1 I P -LAM COUNTERTOP PL -2 RECYCLE /TRASH P —LAM CABINETS PL -2 P—LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CAS WORK ELEVATION -RM #103 3/8" = 1'- 0" RES ROOM ENLARGED PLAN 5' Cr MIN. o s "O 00I ` 4- - "� 0© X16 " -1E > 5' -0" UP 11 PL -6 FILLER PANEL 00 0 r) 1 PL -5 P —LAM ADJUSTABLE SHELVED ON HEAVY DUTY STANDARDS & BRACKETS 1 PL -5 ,p—LAM COUNERTOP WITH 4" BACKSPLASH PL -6 P —LAM LOWER VERTICAL FILE DRAWERS 1' -6" EQ 1' -3" 1' -3" 1' -3" // / / 1' -3" 1' -3" 1' -3" 1' -3" 1' -3" 1' -3" 1' -3 "EQ / / / / / / / /— CASEWORK ELEVATION -RM #141 PL -1 P —LAM COUNTERTOP PL -2 LOCKING P -LAM LOWER CABINETS WITH TWO ADJUSTABLE SHELVES CASEWORK ELEVATION -RM #115 PL -6 FILLER PANEL PL -5 P —LAM ADJUSTABLE SHELVED ON HEAVY DUTY STANDARDS & BRACKETS 1 PL -5 P -LAM COUNTERTOP WITH 4" BACKSPLASH AMINO —3" t 1 PL -6 I P —LAM LOWER VERTICAL FILE DRAWERS ( PL -6 FILLER PANEL CASEWORK ELEVATION -RM #141 3/8" = 1,_ 0" V 3/8" = 1'- 0" 0 r) SOLID SURFACE ERTOP 3/8" = 1'- 0" I P -2 jr,811,1,. 3' —1" Jr, ±5' -0" X 3' -1" I8" PAINTED GWB NICHE 1" WIDE SURFACE APPLIED STAINLESS STEEL LCD BY TENANT --- EXISTING EXTERIOR GLAZING WALL ELEVATION -RM #101 PLASTIC LAMINATE VANI FACE OP \ G A.9.5 VVVti��'�VVVV � 3' -1" 3' -3" 5' -1" RESTROOM ELEVATION - TYPICAL V` VWWVVV 3/8" _ 3/8" = 1'— 0" I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 032.1 City of Tukwila BUILDING DIVISION r ACCESSORIES SCHEDULE SYMBOL MANUFACTURER DESCRIPTION 0 BOBRICK STAINLESS STEEL HORIZONTAL GRAB BAR 42"X54" MODEL 6 -5897 AND VERTICAL GRAB BAR 18" MODEL B- 5806X18. 0 NEW /RELOCATED RELOCATE EXISITNG TOILET OR PROVIDE NEW TO MATCH EXISTING. 0 RELOCATED RELOCATE EXISTING TOILET TISSUE DISPENSER. 0 RELOCATED RELOCATE EXISTING SANITARY NAPKIN DISPOSAL. 0 RELOCATED RELOCATE EXISTING SEAT COVER DISPENSER. 0 BOBRICK SURFACE — MOUNTED DOUBLE —ROLL TOILET TISSUE DISPENSER WITH HOODS, B -6999 0 BOBRICK CLASSIC SERIES, RECESSED SEAT —COVER DISPENSER, B -301 0 BOBRICK SURFACE MOUNTED SANITARY NAPKIN DISPOSAL, B -254. 0 REUSE REUSE EXISTING FAUCETS. 10 REUSE REUSE EXISTING SOAP DISPENSERS. KOHLER CAMBER ROUND UNDERCOUNTER LAVATORY K- 2349 -0 2 BOBRICK SHOWER ROD B- 207X60. PRIVACY CURTAIN PROVIDED BY TENANT. KEYED SHEET NOTES O1 PROVIDE PAINTED METAL PARTITIONS. SPEC: ACCURATE PARTITIONS CORP., POWDER COATED CEILING HUNG PARTITIONS, COLOR: TBD. 2O EXISTING TOILET OR URINAL TO REMAIN. O3 EXISITNG TOILET ACCESSORIES TO REMAIN. 4O EXISTING PAPER TOWEL /WASTE RECEPTICAL TO REMAIN. © E 511 G M "RO" TO RE AIN. C F LA APR 132011 PERMIT CENTER CO 'INE. MILLS �,..,. •. c ,...,.•... ucrs car wO iti Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors 0 architecture 1726 Fifth Avenue Sulte 500. Seattle . WA 98101 TEL• 206.667.7120 F•AX:206. 667.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 802 ISTERED ARCHITECT DALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date DD SET 07.16.10 CD SET 08.26.10 PERMIT SET 02.28.11 REVISION N0.1 03.10.11 REVISION N0.2 03.16.11 / \ PERMIT CORRECTIONS 04.13.11 Drawn by: RW Reviewed by: CS /AA Project No: 10.0114.00 CASEWORK ELEVATIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.6.4 TYP NOTES: PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS 0 END OF PARTITIONS. 3718 PAN HEAD S 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 WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. ICAL MTL. STUD ANCHOR BRACKET BOTTO STRU • OF RE PROVIDE COUSTICAL BATT EXTENDING 24" EACH SID; OF PARTITION. INSULATION TO MEET AS E 84 OR UL 723 RATING. THE INSULATIO , INCLUDING FACING, SHALL HAVE A FLAME •PREAD INDEX = 25 OR LESS AND A S OKE DEVELOPED INDEX OF 450 OR LESS. ‘\M11,04/17 Amur,/ 111 11 11 11 11111 N 1/4" P-411 600, -�1 • 4.1 ■ti 1 I \� ,� 1l INT 2"X2 "X12" MIN. LEG AT STRUCTURE ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' -O" 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' -O" 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. IIIIIIII 111 1 IIIIIVILIII1111111I11I CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESILIENT TRANSITION STRIP RESILIENT FLOOR AS SCHEDULED THRESHOLD @CARPET TO RESILIENT FLR. NTS 0 3 6 12 SUSPENDED CEILING AS SCHEDULED VERIFY B/S HEAD CONDITION 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. BLACK TOP TRACK ATTACHED TO BRACING W/2 SELF - TAPPING SM. SCREWS 48 "oc, AND 3/4" PIPE SLEEVES 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. EA. SIDE OF METAL STUDS POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB RIOR CEILING HT PARTITION ft OPERABLE PARTITION SPECIFICATION MANUFACTURER HUFCOR MODEL 642 SERIES OPERATION MANUAL PANELS PAIRED FLAT PANELS TRIM COLOR LAMB'S WOOL PANEL FINISH COMBINATION PROSTEEL MARKER BOARD FINISH IN WHITE AND VINYL COVERING, ASIAN LINEN, ALABASTER 501 ON BOTH SIDES STC RATING 52 WEIGHT PER PANEL 9.5 POUNDS PER SQUARE FOOT '-4"± +l co --- 3 1/2" 4" 2" 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. SWAY BRACING AS REQ. X" ALL THREAD SUSPENSION BRACKET 7 3/8" X 2 1/2" CEILING PER SCHEDULE 1 LAYERS 5/8" GYP. BOARD CAULK TRACK AT GYP, CONTINUOUS BY OTHERS TOP OF FIN. FLOOR EXISTING CONCRETE' SLAB SYSTEM OPERABLE PARTITION TYPE 'G' 1- 1/2 „_1,_O„ DOOR & HARDWARE GENERAL NOTES 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 & ACCESSIBILITY REQUIREMENTS. DOOR NUMBER DOOR NOMINAL WIDTH w z HARDWARE GROUP 101 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. PROVIDE CARD READER HARDWARE IF NOT EXISTING. 103 3' -0" 7' -0" F 3A MTL N/A DOOR /SIDELIGHT TYPES 104 3' -0" 7' -O" A 3 MTL N/A PROVIDE CLOSER 105 3' -0" 7' -0" E 9 MTL N/A w z cD w --- CLEAR ANODIZED ALUMINUM FRAME WIDTH A 6' WIDTH FLUSH S.C. WOOD DOOR CLEAR COAT MAPLE 1/4" TEMPERED GLASS INSERT CLEAR ANODIZED ALUMINUM FRAME FLUSH S.C. WOOD DOOR CLEAR COAT MAPLE w WIDTH DEMOUNTABLE SLIDING DOOR ASSEMBLY INACTIVE ACTIVE WIDTH B CLEAR ANODIZED ALUMINUM FRAME FLUSH S.C. WOOD DOOR CLEAR COAT MAPLE I. WIDTH 4, 1 F E = EXISTING, MATCH ALL EXISTING CONDITIONS DEMOUNTABLE SWING DOOR ASSEMBLY 107 3' -0" 7-0" E 9 MTL N/A 108 3' -0" 7' -O" E 10 MTL N/A 109 3' -O" 7' -0" A 5 MTL N/A 110 3' -0" 7, -0" E 3A MTL N/A 112 3' -O" 7' -0" E 3A MTL N/A 113 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. PROVIDE CARD READER HARDWARE IF NOT EXISTING. 115 3' -0" 7' -0" E 3A MTL N/A 116 3' -O" 7' -O" F 4A MTL N/A 117 3' -0" 7' -0" E 9 MTL N/A 119 3' -0" 7' -0" E 9 MTL N/A 120 3' -O" 7, -0" E 9 MTL N/A 121 3' -0" 7-0" E 9 MTL N/A 123 3' -0" 7' -O" E 7 MTL N/A 127 3' -0" 7' -0" A 5 MTL N/A 129 3' -0" 7' -0" E 3A MTL N/A 130 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. PROVIDE CARD READER HARDWARE IF NOT EXISTING. 132 3' -0" 7' -0" A 5 MTL N/A 133 3' -0" 7, -0" C 3 MTL N/A 133A 3' -0" 7, -0" C 3 MTL N/A 133B 3' -0" 7' -0" A 4 MTL N/A 134 3' -0" 7,-0" E 9 MTL N/A 135 3' -O" 7, -0" E 9 MTL N/A 136A 3' -0" 7' -0" F 3A MTL N/A 136B 3' -0" 7-0" E 10 MTL N/A 139 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. PROVIDE CARD READER HARDWARE IF NOT EXISTING. 140 3' -0" 8' -O" A 6 MTL N/A 141 3' -0" 7' -O" A 5 MTL N/A 143A 3' -0" 7' -O" A 3 MTL N/A 143 3' -0" 7' -O" A MTL N/A 144 3' -0" 7' -O" E MTL N/A 145 3' -0" 71 -0" E 9 MTL N/A 148 3' -0" 7' -O" A 5 MTL N/A 203 3, -0" 7' -O" C 3 MTL N/A 204 3' -0" 7-0" E 9 MTL N/A 205 3' -0" 7• -0" E 9 MTL N/A HARDWARE GROUP 209 6' -0" B 2 MTL N/A HARDWARE GROUP HARDWARE SPECIFICATION REMARKS GROUP 1 SINGLE, CLASSROOM LOCKSET NON -RATED 1 CLASSROOM FUNCTION LOCKSET (3) EA HNGES 1 DOOR WEER W/ HOLD -CFQJ 1 MIL-MOWED DOOR STOP 93K 7 R 16D S3 619 STAN F6B17945X4.5646 STDC D -3551H xSN 689 ROCK 409 619 GROUP 2 PAIRED, STOREROOM LOCKSET NON -RATED (1) STOREROOM FUNCTION LOCKSET (6) EA. HINGES (2) DOOR CLOSERS (1) COORDINATOR (1) ASTRAGAL (1) DP STRIKE (2) WALL STOPS (1) AUTOMATIC FLUSH BOLT TOP PAD BOTTOM, INACTIVE LEAF ACTIVATED ON CONT CF WITH DOOR 93K 7 D 16D S3 619 STAN FB8179 4.5 X 4.5 646 STDC D -3551 xSN 689 DCI 500 626 PEMKO 357C DCI 82 626 ROCK 409 619 DCI 842 630 210 211 212 213 216 217 218 221 3' -0" 7' -0" C MTL N/A 3' -6" 7' -0" C 1 MTL N/A 3' -0" 7-0" E 9 MTL N/A iCOREVIEWED FOR DE COMPLIANCE , APPROVED 3' -0" 7-0" E 9 MTL N/A 3, -0" 7 -0" E 9 MTL N/A MAI 0 3 3' -0" 7' -O" E 9 3' -0" F 3A MTL N/A MTL N/A 3' -0" 7' -O" A 5 MTL N/A Ci on" s BU1LDINn nniminhI 223 6' -0" 7' -0" B 8 MTL N/A GROUP 3 SINGLE, PASSACE LATO-E'EF NON -RATED 1 PASSAGE LATCHSET (3) EA. HINGES 1 WALL- MOUNTED DOOR STOP BEST 93K 0 N 16D 619 STAN F179 4.5 X 4.5 646 ROCK 409 619 (39 DESI(#J4TES TOOKE TO BE FRONDED BY DEMOLNFAELE PARIiTON VENDOR Alt M4TO-ES (3) GROUP 4 SINGLE, OFFICE UJCKSET NON -RATED 1 OFFICE FUNCTION LOCKSET (3) EA. HINGES 1 WALL- MOUNTED DOOR STOP BEST 93K 7 B S3 619 STAN F179 4.5 X 4.5 646 ROCK 409 619 (4A) CESIGMTES1-1610K TO BE FRONDED BY DEMOUNTABLE PARTITION VENDOR AND WADIES (3) GROUP 5 SINGLE, STORROM LOCKSET NON -MTED 1 STOREROOM FUNCTION LOCKSET (3) EA. HINGES 1 WALL- MOUNTED DOOR STOP BEST 93K 7 D 16D S3 619 STAN F179 4.5 X 4.5 646 ROCK 409 619 GROUP 6 PAIRED, ELECTRIC LOCKSET WITH CARD READER NON -RATED (1) ELECTRIC LOCKSET (1) ELECTRIC HINGE (5) EA. HINGES (2) WALL - MOUNTED DOOR STOP (2) CLOSERS (1) COORDINATOR (1) ASTRAGAL (1) DP STRIKE (1) AUTOMATIC FLUSH BOLT TOP AND BOTTOM, INACTIVE LEAF ACTIVATED ON CONTACT WITH DOOR 934y 7 CEL 1W S3 MCC 619 STAN CE- 4E8179 -54 4.5 X 4.5 646 STAN FBB179 4.5 X 4.5 646 ROCK 409 619 STDC D -3551 xSN 689 DCI 500 626 PEMKO 357C DCI 82 626 DCI 842 630 AXES CONTROL SYSTEM (BY OTHTRS) SYSTEM SHILL COMPLY WITH INfEFNIENAL BULDING OODE SECTION 10081.3.4 AND ANY LOCAL REOUREVENIS. CAPVD READER PROVIDED Bt' OTHERS. GROUP 7 SINGLE, PRIVACY LOCKSET W/ SLIDING DOOR PULL NON -RATED (1) SLICING DOOR PULL ASSB,DY (1) Pfd VAC LCa<SET Pv1DED Bt' DIM NTABE PARTITION VENDOR GROUP 8 PAIRED, STOREROOM LOCKSET NON -RATED (1) STOREROOM FUNCTION LOCKSET (6) EA. HINGES (1) ASTRAGAL (1) DP STRIKE (2) WALL STOPS (1) AUTOMATIC FLUSH BOLT TOP AND BOTTOM, INACTIVE LEAF ACTIVATED CN CONTACT WITH DOOR 93K 7 D 16D S3 619 STAN FBB179 4.5 X 4.5 646 PEMKO 357C DCI 82 626 ROCK 409 619 DCI 842 630 GROUP 9 SINGLE, SUN DOOR PULL NON -RATED (1) SLIDING DOOR PULL ASSENT( FRDIADED Br DEMOUNFPaE PARTITION VENDOR GROUP 10 SINGLE, SIJDIIC DOOR LOCKSET NON -RATED (1) MX DOCK LCCKaT & DOOR PULL AESEM3Y PROVIDED BY DEMOUNTABLE PARTITION VENDOR. M 2°X2 °X12" MIN. LEG AT STRUCTURE - ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PROVIDE 20 GA METAL TOP TRACK WITH 2 POWDER DRIVEN FASTNERS AT 24" O.C. BOTTOM OF STRUCTURE 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' -O" SHALL USE NESTED OR. BACK TO BACK 3 -1/2" 25 GA. STEEL STUDS. ABOVE 101 -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 151bs. /P.S.F. TYPICAL HEADER DETAIL RE: CEILING PLAN REcEiv R , CITY OF TU APR 1 3 2011 PERMIT CENTER NTS CONIDIEN7AL MILLS ,000 Pte+aauc11; 0 cwOICE Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors O architecture 1326 MO Avenue Salta 500. So the . WA 48161 1EL: 266.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal CHITECT ERED 802 NDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date DD SET CD SET 07.16.10 08.26.10 PERMIT SET 02.28.11 REVISION NO.1 03.10.11 REVISION NO.2 03.16.11 PERMIT CORRECTIONS 04.13.11 Drawn by: Rw Reviewed by: CS/M Project No: 10.0114.00 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1 / / \ \� \ / WIDTH B CLEAR ANODIZED ALUMINUM FRAME FLUSH S.C. WOOD DOOR CLEAR COAT MAPLE I. WIDTH 4, 1 F E = EXISTING, MATCH ALL EXISTING CONDITIONS DEMOUNTABLE SWING DOOR ASSEMBLY 107 3' -0" 7-0" E 9 MTL N/A 108 3' -0" 7' -O" E 10 MTL N/A 109 3' -O" 7' -0" A 5 MTL N/A 110 3' -0" 7, -0" E 3A MTL N/A 112 3' -O" 7' -0" E 3A MTL N/A 113 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. PROVIDE CARD READER HARDWARE IF NOT EXISTING. 115 3' -0" 7' -0" E 3A MTL N/A 116 3' -O" 7' -O" F 4A MTL N/A 117 3' -0" 7' -0" E 9 MTL N/A 119 3' -0" 7' -0" E 9 MTL N/A 120 3' -O" 7, -0" E 9 MTL N/A 121 3' -0" 7-0" E 9 MTL N/A 123 3' -0" 7' -O" E 7 MTL N/A 127 3' -0" 7' -0" A 5 MTL N/A 129 3' -0" 7' -0" E 3A MTL N/A 130 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. PROVIDE CARD READER HARDWARE IF NOT EXISTING. 132 3' -0" 7' -0" A 5 MTL N/A 133 3' -0" 7, -0" C 3 MTL N/A 133A 3' -0" 7, -0" C 3 MTL N/A 133B 3' -0" 7' -0" A 4 MTL N/A 134 3' -0" 7,-0" E 9 MTL N/A 135 3' -O" 7, -0" E 9 MTL N/A 136A 3' -0" 7' -0" F 3A MTL N/A 136B 3' -0" 7-0" E 10 MTL N/A 139 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. PROVIDE CARD READER HARDWARE IF NOT EXISTING. 140 3' -0" 8' -O" A 6 MTL N/A 141 3' -0" 7' -O" A 5 MTL N/A 143A 3' -0" 7' -O" A 3 MTL N/A 143 3' -0" 7' -O" A MTL N/A 144 3' -0" 7' -O" E MTL N/A 145 3' -0" 71 -0" E 9 MTL N/A 148 3' -0" 7' -O" A 5 MTL N/A 203 3, -0" 7' -O" C 3 MTL N/A 204 3' -0" 7-0" E 9 MTL N/A 205 3' -0" 7• -0" E 9 MTL N/A HARDWARE GROUP 209 6' -0" B 2 MTL N/A HARDWARE GROUP HARDWARE SPECIFICATION REMARKS GROUP 1 SINGLE, CLASSROOM LOCKSET NON -RATED 1 CLASSROOM FUNCTION LOCKSET (3) EA HNGES 1 DOOR WEER W/ HOLD -CFQJ 1 MIL-MOWED DOOR STOP 93K 7 R 16D S3 619 STAN F6B17945X4.5646 STDC D -3551H xSN 689 ROCK 409 619 GROUP 2 PAIRED, STOREROOM LOCKSET NON -RATED (1) STOREROOM FUNCTION LOCKSET (6) EA. HINGES (2) DOOR CLOSERS (1) COORDINATOR (1) ASTRAGAL (1) DP STRIKE (2) WALL STOPS (1) AUTOMATIC FLUSH BOLT TOP PAD BOTTOM, INACTIVE LEAF ACTIVATED ON CONT CF WITH DOOR 93K 7 D 16D S3 619 STAN FB8179 4.5 X 4.5 646 STDC D -3551 xSN 689 DCI 500 626 PEMKO 357C DCI 82 626 ROCK 409 619 DCI 842 630 210 211 212 213 216 217 218 221 3' -0" 7' -0" C MTL N/A 3' -6" 7' -0" C 1 MTL N/A 3' -0" 7-0" E 9 MTL N/A iCOREVIEWED FOR DE COMPLIANCE , APPROVED 3' -0" 7-0" E 9 MTL N/A 3, -0" 7 -0" E 9 MTL N/A MAI 0 3 3' -0" 7' -O" E 9 3' -0" F 3A MTL N/A MTL N/A 3' -0" 7' -O" A 5 MTL N/A Ci on" s BU1LDINn nniminhI 223 6' -0" 7' -0" B 8 MTL N/A GROUP 3 SINGLE, PASSACE LATO-E'EF NON -RATED 1 PASSAGE LATCHSET (3) EA. HINGES 1 WALL- MOUNTED DOOR STOP BEST 93K 0 N 16D 619 STAN F179 4.5 X 4.5 646 ROCK 409 619 (39 DESI(#J4TES TOOKE TO BE FRONDED BY DEMOLNFAELE PARIiTON VENDOR Alt M4TO-ES (3) GROUP 4 SINGLE, OFFICE UJCKSET NON -RATED 1 OFFICE FUNCTION LOCKSET (3) EA. HINGES 1 WALL- MOUNTED DOOR STOP BEST 93K 7 B S3 619 STAN F179 4.5 X 4.5 646 ROCK 409 619 (4A) CESIGMTES1-1610K TO BE FRONDED BY DEMOUNTABLE PARTITION VENDOR AND WADIES (3) GROUP 5 SINGLE, STORROM LOCKSET NON -MTED 1 STOREROOM FUNCTION LOCKSET (3) EA. HINGES 1 WALL- MOUNTED DOOR STOP BEST 93K 7 D 16D S3 619 STAN F179 4.5 X 4.5 646 ROCK 409 619 GROUP 6 PAIRED, ELECTRIC LOCKSET WITH CARD READER NON -RATED (1) ELECTRIC LOCKSET (1) ELECTRIC HINGE (5) EA. HINGES (2) WALL - MOUNTED DOOR STOP (2) CLOSERS (1) COORDINATOR (1) ASTRAGAL (1) DP STRIKE (1) AUTOMATIC FLUSH BOLT TOP AND BOTTOM, INACTIVE LEAF ACTIVATED ON CONTACT WITH DOOR 934y 7 CEL 1W S3 MCC 619 STAN CE- 4E8179 -54 4.5 X 4.5 646 STAN FBB179 4.5 X 4.5 646 ROCK 409 619 STDC D -3551 xSN 689 DCI 500 626 PEMKO 357C DCI 82 626 DCI 842 630 AXES CONTROL SYSTEM (BY OTHTRS) SYSTEM SHILL COMPLY WITH INfEFNIENAL BULDING OODE SECTION 10081.3.4 AND ANY LOCAL REOUREVENIS. CAPVD READER PROVIDED Bt' OTHERS. GROUP 7 SINGLE, PRIVACY LOCKSET W/ SLIDING DOOR PULL NON -RATED (1) SLICING DOOR PULL ASSB,DY (1) Pfd VAC LCa<SET Pv1DED Bt' DIM NTABE PARTITION VENDOR GROUP 8 PAIRED, STOREROOM LOCKSET NON -RATED (1) STOREROOM FUNCTION LOCKSET (6) EA. HINGES (1) ASTRAGAL (1) DP STRIKE (2) WALL STOPS (1) AUTOMATIC FLUSH BOLT TOP AND BOTTOM, INACTIVE LEAF ACTIVATED CN CONTACT WITH DOOR 93K 7 D 16D S3 619 STAN FBB179 4.5 X 4.5 646 PEMKO 357C DCI 82 626 ROCK 409 619 DCI 842 630 GROUP 9 SINGLE, SUN DOOR PULL NON -RATED (1) SLIDING DOOR PULL ASSENT( FRDIADED Br DEMOUNFPaE PARTITION VENDOR GROUP 10 SINGLE, SIJDIIC DOOR LOCKSET NON -RATED (1) MX DOCK LCCKaT & DOOR PULL AESEM3Y PROVIDED BY DEMOUNTABLE PARTITION VENDOR. M 2°X2 °X12" MIN. LEG AT STRUCTURE - ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PROVIDE 20 GA METAL TOP TRACK WITH 2 POWDER DRIVEN FASTNERS AT 24" O.C. BOTTOM OF STRUCTURE 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' -O" SHALL USE NESTED OR. BACK TO BACK 3 -1/2" 25 GA. STEEL STUDS. ABOVE 101 -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 151bs. /P.S.F. TYPICAL HEADER DETAIL RE: CEILING PLAN REcEiv R , CITY OF TU APR 1 3 2011 PERMIT CENTER NTS CONIDIEN7AL MILLS ,000 Pte+aauc11; 0 cwOICE Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design interiors O architecture 1326 MO Avenue Salta 500. So the . WA 48161 1EL: 266.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal CHITECT ERED 802 NDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date DD SET CD SET 07.16.10 08.26.10 PERMIT SET 02.28.11 REVISION NO.1 03.10.11 REVISION NO.2 03.16.11 PERMIT CORRECTIONS 04.13.11 Drawn by: Rw Reviewed by: CS/M Project No: 10.0114.00 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1 6" OCT 4 N I DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW 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 TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATED SWIT HPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM. SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY 2. DIMENSIONED �N PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. CENTER FIRE LARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. GENERAL DEVICE ALIGNMENT n 1 1 1 BOTTOM OF STRUCTURE NTS �lV 1/4 PARTITION TYPE 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' —O" OR LESS 2 1/2"x25 GA METAL STUD BRACING 8' -0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTMONS 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 1O' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs. /P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. BLACK TOP TRACK ATTACHED TO BRACING W/2 SELF — TAPPING SM. SCREWS 0 48" OC, AND 3/4" PIPE SLEEVES INSULATION WHERE NOTED ON PLANS 2 1/2" X 25 GA METAL STUDS 0 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 12" ff NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS 3 STUDS MIN. TYPICAL ANCHOR BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6 "X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR BRACKET FRAMING EXISTING WALL BOTTOM OF STRUCTURE LONG LEG TOP TRACK 3i" X 20 GA. METAL STUDS 0 16" OC, FULL HT. TRACK — HORIZ. 23" 20 GA. ATTACH TO EACH VERTICAL STUD W/ (2) #6 SCREWS " J 1 2i" JOISTS 20 GA 0 24" O.C. CEILING AS SCHEDULED 1 LAYER OF r TYPE "X" GYP. BD. . SHOWER SIDE POWDER DRIVEN FASTENER 0 24 "oc MET RUNNER TRACK SEALANT CONCRETE SLAB NTS PARTITION TYPE 'r- PLUMBING WALL 3• =1 '-0• 4" 8" 12" 12 GA. BRACING WIRE SEISMIC COMPRESSION STRUT 2 GA. VERTICAL HANGER WIRE AT 4' —O" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE A VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: 2009 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7 -05) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER IBC 1621.1.2 CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7 -05 13.5.6. SEE NOTES ON M /A.9.2. VERIFY ALL DETAILS ON CUSTOM CEILING W/ MANUFACTURER. INSTALL AS SPECIFIED. USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. ACT SEISMIC BRACING DIAGRAM BOTTOM OF STRUCTURE PROVIDE ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. INSULATION TO MEET ASTM E 84 OR UL 723 RATING. THE INSULATION, INCLUDING FACING, SHALL HAVE A FLAME SPREAD INDEX = 25 OR LESS AND A SMOK: DEVELOPED INDEX OF 450 OR LESS. L _ • ■ 1111S ill i■ 1111,1 111 111111117 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 NTS REVIEWED FOR CODE COMPLIANCE t APPROVED tvtY032011 3/8" CONT. F A "„7 of F Tukwila SOUND ISOLATI BUILDING DIVISION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF— TAPPING SM. SCREWS 0 48 "oc, AND 3/4" PIPE SLEEVES SUSPENDED CEILING AS SCHEDULED PARTITION TYPE 'D' 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 0 24" O.C. MET. RUNNER TRACK SEALANT CONCRETE SLAB SIM CONDITION: PROVIDE GWB ON ONE SIDE ONLY 4" 8" 12" 3 " =1' ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7 -05 ITEM 13.5.6. 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 13.5.6. ALL WIRE TIES EMIU.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 13.5.6. LATERAL FORCE BRACING LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACINGS I5 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 13.5.6. 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 7 -05 SECTION 13.5.6. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER CISCA 3 -4. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASCE 7 -05 SECTION 13.5.6 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 -05 SECTION 13.5.6. SPREADER BARS SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. PER CISCA SEISMIC ZONES 3 -4. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL. 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 13.5.6. 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 13.5.6. 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 PERMITTED AS AN ALTERNATE. PER ASCE 7 -05 13.5.6. CC CITY OF ACT NOTES T`Y LA APR 13 2011 PERMIT CENTER NTS CONTINENTAL f000 P*ODUGTS Of C Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors 0 architecture 1326 fifth Avenue Suite 500. SOW< . WA 98101 TEL: 206.587.7120 FAx:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description DD SET CD SET PERMIT SET REVISION NO.1 REVISION NO.2 / s \ PERMIT CORRECTIONS Date 07.16.10 08.26.10 02.28.11 03.10.11 03.16.11 04.13.11 biI 053 Drawn by: RW Reviewed by: CS /AA Project No: 10.01 14.00 DETAILS Originol drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2 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' —O" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT 1 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. GENERAL DEVICE ALIGNMENT 5/8" G.W.B. ATTCHED TO CROSS RUNNERS ONLY. 4 10' -0" A.F.F. 1111111111111111'. "!111111111111111II1111■ Cj ±l? J mi. Ara AIIPI 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 DIRECTION EVERY OTHER ONE AS SHOWN METAL SUPPORT BRACKET PROVIDED BY WALL MANUFACTURER. CEIUNG GRID AND TILE SUSPENDED CEIUNG AS SCHEDULED FLEXIB PVC CEILING TRIM CEILING TRACK ALUMINUMTOP HORIZONTAL FRAME LINE OF VERTICAL FRAME IN ELEVATION ALUMINUM MUNTIN 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 TO ACT, PARTITION TYPE 'C' NTS NTS 12" MIN. LEG ATTACHED — TO STRUCTURE ABOVE USING (2) POWDER ACTUATED HILTI—X—U FASTENERS ® 24" O.C. WITH 3/4" EMBEDMENT SUSPENDED GWB CEILING SYSTEM 1) SOFFIT EDGE DETAIL BOTTOM OF STRUCTURE 2 1/2" 20 GA. METAL 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. 2 1/2" 25 GA. METAL STUD CROSS BRACING 0 8' -0" O.C. ATTACH TO STRUCTURE NEW ACT CEILING FIN. CLG REFER TO RCP IP ONE (1) LAYER 5/8" GWB CEIUNG DIRTT TO GWB TRANSITION 3' =1' -0" PAINTABLE SEALANT DEMOUNTABLE PARTITION BY FURNITURE VENDOR STANDARD GWB PARTITION PER PLAN 3"=1'-0" EXISTING WINDOW MULLION ALUM. BREAK SHAPE, TO MATCH EXISTING MUWON FINISH W/ 1/2" RIGID FOAM INSULATION 2 1/2" JAMB STUD EXISTING EXTERIOR WINDOW SILL (GWB TO MULLION TRANSITION 3"=1'-0" D' DIRTT TO GWB TRANSITION DEMOUNTABLE PARTITION BY FURNITURE VENDOR STANDARD GWB PARTITION PER PLAN 3 " =1,_0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY032011 CktOfTukwila BUILDING flIVISICN RECEIVED MAR 02 2011 PERMIT CENTER CONTINENTAL .MILLS ioau PKOPUCTS �tF tNi11Ck Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18125 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design I interiors 0 architecture 1726 Fifth Avenue State SOD . Se the . WA 98101 TEL: 208.567./12.D FAN:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description DD SET CD SET PERMIT SET Date 07.16.10 08.26.10 02.28.11 Drawn by: RW Project No: 10.0114.00 Reviewed by: CS /AA DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.3 2' -1" 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 LINE VARIES (SEE ELEVATIONS) DRAWERLESS LOWER CABINET POWER POLE POWER CHASE WRAPPED IN P— LAM 0 M LINE OF CEILING AS SPECIFIED 3/4" ADJ. W/ P —LAM PROVIDE 1 OVER 36" OPEN P —U CABINET IN GLASS, TO EXISTING SHELVES FINISH. SHELVES IF N WIDTH. M ERIOR. MATCH 1 I PROVIDE BACK SPLASH WITH WIREMOLD, AS INDICATED ON ELEVATION 2' -6" COUNT AS SC R TOP FINISH EDULED 1 -1/2" = 1'— 0" P -LAM FACE MATCH EXISTING WORK BENCH PARTIAL HEIGHT PARTITION CONSTRUCTION PLASTIC LAMINATE FACE. INTERIOR FACES TO BE MELAMINE. BOX/BOX/FILE SECTION 1 -1/2" = 1'_ 2_ If 0 EQ. 0 PLASTIC LAMINATE DOORS WITH GLASS INSETS MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. TASKLIGHT- WHERE OCCURS PER ELECTRICAL PLAN 0 I M UPPER CABINET W /GLASS INSET POWER POLE POWER CHASE WRAPPED IN P —LAM REFER TO ELEV LINE OF CEILING AS SPECIFIED 3/4" ADJ. SHELVES W/ P —LAM FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. OPEN P LAM CABINET INTERIOR. GLASS, TO MATCH EXISTING PROVIDE BACK SPLASH WITH WIREMOLD, AS INDICATED ON ELEVATION COUNTER TOP FINISH AS SCHEDULED 2' -6" EQ. 1 -1/2" = 1'— 0" 0 0 0 0 0 0 0 0 CK� STACKED DRAWERS SECTION P —LAM FACE MATCH EXISTING WORK BENCH PARTIAL HEIGHT PARTITION CONSTRUCTION PLASTIC LAMINATE FACE. INTERIOR FACES TO BE MELAMINE. 2' -0" 8" SCRIBE TO WALL QUARTZ COUNTER TOP PER FINISH SCHEDULE PROVIDE 5" SOLID PANEL PROVIDE ADA COMPLIANT SINK & FAUCET. PROVO! CLEARANCES. iV PLUMBING BOOT AS REQ' X FINISH FLOOR LINE 1 -1/2" = 1'- 0" SCRIBE TO WALL PROVIDE BACK SPLASH WITH WIREMOLD, AS INDICATED ON ELEVATION 2' — COUNTER TOP FINISH AS SCHEDULED VARIES (SEE ELEVATIONS) HIDDEN SUPPORT BRACKET 24" O.C. MAX. FINISH AT LEDGER FINISH FLOOR UNE 1 WORK SURFACE SECTION 1 -1/2" = 1'- 0" 4' -O" WOOD INSERT - ALDERWOOD WOOD BORDER — MAPLE MOW ALM= " 8" CLEAR FINISH MAPLE SHELF AND APRON CLEAR FINISH MAPLE LEG WORKTABLE SECTION j C REVIEWED FOR ODE COMPLIANCE APPROVED MAY 0 3 2311 City of Tukwila BUILDING f IVISIOI J 1 -1/2" = 1'— 0" Rem. I C1T\ OF TU !A APR i 3 2011 PERMIT CENTER CONTINENTA' i I S Joao r onuci bf Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design J interiors ® architecture 1326 Fifth Avcn.e Suite 500. Scathe , WA 99Io1 TEL: 206.567.1120 FAX:206. ■6.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description DD SET CD SET PERMIT SET REVISION NO.1 REVISION NO.2 / \ PERMIT CORRECTIONS Date 07.16.10 08.26.10 02.28.1 1 03.10.11 03.16.11 04.13.11 Drawn by: RW Reviewed by: CS /AA Project No: 10.0114.00 CASEWORK SECTIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.5 39"-41" 42" MI \1. 1-1/4"0x421 GRAB BAR- 0" z • AD \ O C) N) TOILET PAPER DISPENSER WALL — MOUNTED LIGHT FIXTURE, WHERE OCCURS LAV. A MOUNTING HEIGHTS 1 "w X 1/4 "d SURFACE APPLIED STAINLESS STEEL FLAT SCREEN TELEVISION, VERIFY DIMENSIONS AND REQUIREMENTS WITH TENANT 1 "w X 1/4 "d SURFACE APPLIED STAINLESS STEEL NEW PARTITION CONSTRUCTION — REFER TO A.2A.2 BASE AS SCHEDULED 1 TELEVISION NICHE SECTION 24 "x30" SELF FRAMED MIRROR 1-1/2"0x361 GRAB BAR 2' -0" _J L L( ) O r) NON NON HC HC HC ACCESSIBLE ACCESSIBLE ACCESSIBLE W.C. URINAL W.C. NTS 1-1 2 " =1,_0" w LL 0 m 0 O 0 MAX HC AND NON -HC LAV. 1, i z LO o L I 1 » 1 N N 8" 5 V L_ z SOAP DISP. i - 6" MAX TOE CLEARANCE IN DEPTH X O 1 NAPKIN DISPOSAL UNIT TOILET PAPER DISPENSER PAPER TOWEL DISPOSAL UNIT x 0 PAPER TOWEL DISPENSER UNIT N BUBBLER la EWC n EWC A x u NOTE 1 FIRE WALL PHONE EXTINGUISHER HC ACCESSIBLE CABINET I REVIEWED FOR CODE COMPLIANCE APPROVED I1Ar 0 3 2011 City of Tukwila BUILDING DIVIRIfl N O z 0 z CITY O UKW A APR 2011 PERMIT CENTER CONTINENTAIi ►000 silbouCTS Of x'+a Tenant: CONTINENTAL MILLS, INC. NORTH ANNEX BUILDING 18000 ANDOVER PARK WEST TUKWILA, WA 98138 burgess design ( interiors 0 architecture 1726 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 80 , i Air STERED HITECT NDALL A. MORGAN STATE OF WASHINGTON No. Issue Description Date DD SET 07.16.10 CD SET 08.26.10 PERMIT SET 02.28.11 REVISION NO.1 03.10.11 REVISION NO.2 03.16.11 PERMIT CORRECTIONS 04.13.11 Drown by: RW Reviewed by: CS /AA Project No: 10.0114.00 CASEWORK SECTIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.7