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HomeMy WebLinkAboutPermit D13-0355 - BOEING #9-120 - TENANT IMPROVEMENTBOEING #9-120 9725 EAST MARGINAL WY S D13-0355 Parcel No: Address: Project Name: • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0003400018 9725 E MARGINAL WAY 5 BLDG 9- 120 BOEING #9-120 Permit Number: D13-0355 Issue Date: 1/10/2014 Permit Expires On: 7/9/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 , SEATTLE, WA, 98124 JOHN MURDOCH PO BOX 3707 M/C 89-14 , SEATTLE, WA, 98124 Phone: BOEING COMPANY, THE Phone: (312) 544-2535 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML SELF FUNDED - BOEING !/1 Expiration Date: 1/18/2015 DESCRIPTION OF WORK: OFFICE TENANT IMPROVEMENT ON SECOND FLOOR. PROJECT INCLUDES OFFICES, CONFERENCE ROOMS AND OPEN OFFICE AREA. NO CHANGE TO OCCUPANCY. ANY SPRINKLER CHANGES UNDER SEPARATE PERMIT Project Valuation: $194,300.00 Type of Fire Protection: Type of Construction: IIA Sprinklers: YES Fire Alarm: Fees Collected: $3,831.02 Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: • • Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 0/7d7/y I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or loca : ws regulating construction or the performance of work. I am authorized to sign and obtain this developme t p rmit d agree to the conditions attached to this permit. Signature �4 (•14 9 �rIL C �h*ate: /920 Print Nam This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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. • • 9: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 10: 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 Tess than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 11: 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) 12: 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) 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: Maintain fire extinguisher coverage throughout. 16: 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) 17: 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) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: 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) 20: 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) 21: 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 Tess 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) 22: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) • • 23: 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) 24: 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) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 26: 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) 27: 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) 28: 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 #2328) (IFC 104.2) 29: 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 #2328. 30: 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 #2328) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: 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. 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKi14 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Peri No. 17 IS 0 Blanket Permit No. &9/413 - OVb 1 Date Application Accepted:11- " 1/72 Date Application Expires: iii — (For office use only) BLANKET PERMIT TENANT IMPROVEMENT APPLICATION **Please Print** 0? -l20? Ptit FEES: For office use only Existing (square feet) Amount Receipt No. Date Building Permit Fee $ 24) Ili 10 73700 `, - PH, Plan Review Fee $ 15 d'l , LK— Office Space 11-11-15 State Building Surcharge $ 4.50 11--141-15 Total Sieh 1. 01-• 11 -(.I'? SITE INFORMATION: Valuation of Construction: $ 194,300 Site Address: 9725 East Marginal Way So. King Co Assessor's Tax No.: 000340-0018 Tenant Name: The Boeing Company Suite Number: 9-120.2 Floor: 2 Description of work: Office T.I. on 2nd Floor. Project Includes Offices, Conference Rooms and Open Office Area. No Change to Use or Occupancy. Any Sprinkler Changes under Separate Permit. Per the International Building Code — 2009 Edition 1. Will there be any structural work? 0 Yes 2 No If yes, please describe: 2. Will there be new rack storage? 0 Yes m No If yes, a separate permit and plan submittal will be required. 3. Will there be a change in use? 0 Yes 0 No If yes, please explain: 4. Existing fire protection: ® Sprinklers 0 .... Automatic Fire Alarm 0 .... None 5. Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 2 No If yes, please explain: H:\Applications\Forms-Applications On Line \2011 Applications\Blanket Permit TI Application - 10-201 I.docx Revised: October 2011 bh Page 1 of 3 Existing (square feet) Construction Area (square feet) Type of. Construction _ per IBC Type of Occupancy per TBC Building Use 1st Floor 73700 II -A B Office Space 2nd Floor 73700 1972 3rd Floor Floors thru 1. Will there be any structural work? 0 Yes 2 No If yes, please describe: 2. Will there be new rack storage? 0 Yes m No If yes, a separate permit and plan submittal will be required. 3. Will there be a change in use? 0 Yes 0 No If yes, please explain: 4. Existing fire protection: ® Sprinklers 0 .... Automatic Fire Alarm 0 .... None 5. Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 2 No If yes, please explain: H:\Applications\Forms-Applications On Line \2011 Applications\Blanket Permit TI Application - 10-201 I.docx Revised: October 2011 bh Page 1 of 3 PROPERTY OWNER Name: The Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: John S. Murdoch Company Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 Phone: (253) 657-0868 Fax: (253) 657-0858 Email: john.s.murdoch@boeing.com ARCHITECT OF RECORD Company Name: The Boeing Company Name: Allyn B. Stellmacher City: Seattle State: WA Zip: 98124 Company Name: ZGF Arcjotects Contr Reg No.: BOEINC*294m1 Exp Date: 01/21/2015 Address: 925 4th Ave Suite 2400 City: Seattle State: WA Zip: 98104 Phone: (206) 623-0714 Fax: Email: gilbert.recla@zgf.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 Phone: (253) 657-0868 Fax: (253) 657-0858 Contr Reg No.: BOEINC*294m1 Exp Date: 01/21/2015 Tukwila Business License No.: LENDER/BOND•ISSU•ED_(required:for.projects $5,000 or greater.. per RCW 19..27.095 ) Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 I hereby certify that I have read and examined this application and know the same to be true and correct, and I am authorized under Blanket Pe gree nt No. 13 -001 -BPA to apply for and obtain this permit. Signature Print Nam Jo Murdoch g otextbcrawY 1 Date: 1 /2016 organization: Boeing Site Services (253) 657-0868 Mailing Address: P.O. Box 3707 M/C 89-14 State Zip Day Telephone: Seattle WA 98124 City H:Wpplications\Forms-Applications On Line \2011 Applications\Blanket Permit T1 Application - 10-2011.docx Revised: October 2011 bh Page 2 of 3 Cr 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 BLANKET PERMIT AGREEMENT — Architects Statement Plan Review No.: - 0365 - Blanket Permit Agreement No.: P13 CO + Hz Apo ,. wig -Zy tioVe6011114 WAY 59, Project Name: Site Address: Is any part of the work proposed under this application include ❑ Yes tg, No structural work or affect structural components of the building? If yes, has the structural work been authorized by the Tukwila ❑ Yes ❑ No Building Official to be included in this application? Does the proposed work comply with the requirements of Yes ❑ No the International Building Code (2009 Edition) Chapter 10, Means of Egress? If no, please explain: Will any special inspections be required per Chapter 17 ❑ Yes in the International Building Code (2009 Edition)? No If yes, list specific inspections: As a result of this proposal, does the parking meet the tg. Yes ❑ No requirements of the Tukwila Zoning Code? If no, please explain deficiency: ARCHITECT Signature. ERA 4 et. iP Print Name: Organization: Mailing Address: q2� ryzo-f , 4/4. HAApplications\Forms-Application On Line \2010 Applications l8-2010 Blanke Permit Atchitect Statcmcot.doc Created: 12-2008 Revised: 8-2010 Phone: c9-01, • li a3. 119y' WA-- 98/x}, City State Zip This tenant improvement application may submitted for non-structural interior constructi'which is authorized under an existing approved blanket permit agreement. It is the responsibility of the applicant to be aware and comply with all the terms and conditions as set forth in the agreement. The work is limited to that shown on the plans submitted with this application, and such work is limited to non-structural interior construction only. The following work is not covered under the blanket permit process and separate approvals, permits and inspections are obtained through the applicable agencies. Mechanical Electrical Plumbing / Gas Piping Rack Storage Fire Alarm Fire Sprinklers } City of Tukwila Building Department 206-431-3670 City of Tukwila Fire Department 206-575-4404 Building Permit Application Application Submittal — Application and plans must be complete in order to be accepted for plan review. Make sure to fill out the application completely and follow the plan submittal checklist below. Handouts are available at the Permit Center which provide more in-depth detail on preparing the submittal. Authorized Agent — The applicant must be an authorized agent as identified in the Blanket Permit. Fees — The permit fees are based on valuation of construction as declared by the applicant on the application, and shall include all the work to be covered under the permit. The valuation will be reviewed and is subject to revision by the Building Official to ensure compliance with current fee schedules. To obtain a permit fee estimate, contact the Permit Center at 206-431-3670. Submittal Checklist ❑� Completed Blanket Permit Tenant Improvement Permit Application ❑■ Completed Architects Statement Ci Three (3) sets of construction drawings; which include: ❑• Site plan showing: Building location on property; Adjoining public rights-of-way; Parking layout; Location of tenant space or area of work within building; Overall dimensions of building; Overall dimensions of tenant space, or area of work; and Name of each common wall tenant(s) and type of business or occupancy. 0 Floor plan of entire floor or tenant space that the work is taking place, showing: - Tenant space layout with use of each room labeled; All exit doors, corridors and egress patterns; All new walls, existing walls and proposed walls (provide construction key); and All other proposed construction. ❑] Construction details Construction key; Cross sections showing wall construction and method of attachment, floor and ceiling; and Reflected ceiling plan (if applicable). E Miscellaneous - 6" x 8" blank space provided on lower right hand corner of each page of plans (for use by the plan checker); Title block on each sheet, identifying; Project name Company job number (if applicable) Site address Blanket permit agreement number - Architect, address and phone number Each sheet of plans stamped by a Washington State licensed architect; Minimum sheet size 18" x 24"; and - Plans must be drawn to scale and clearly dimensioned drawings shall be prints which are clearly readable (original pencil or highlighted drawings are not acceptable). E Permit Fees (plan review fee, building permit fee and state building surcharge) H:\Applications\Forms-Applications On Line \2011 Applications\Blanket Permit TI Application - 10-2011.docx Revised: October 2011 bh Page 3 of 3 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID - $3,831.02 D13-0355 Address: 9725 E MARGINAL WAY S BLDG 9-120 Apn: 0003400018 $3,831.02; DEVELOPMENT $3,831.02 PERMIT FEE R000.322.100.00.00 $2,319.10 PLAN CHECK FEE R000.345.830.00.00 $1,507.42 WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R140 B640.237.114 $4.50 $3,831.02 Date Paid: Tuesday, November 19, 2013 Paid By: JOHN MURDOCH Pay Method: CREDIT CARD 056558 Printed: Tuesday, November 19, 2013 3:16 PM 1 of 1 CRWSYSTEMS 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 0/3-039 Projec : /• 9-- /2,7 Type of Inspection: . Address:. j --/;?•-•-,•"-•. Date Called:- Special Instructions:: Date Wanted: 7...2 -- / /. a.m.� p.m. Requester:.. Phone No: [5-4,:-,pproved per applicable codes. • Corrections required prior to approval COMMENTS: I / 41 / /fAii, a 0 4- 75 0 Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.: Suite 100. Call to schedule reinspection: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA'BUILDING .DIVISION er/ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451. t3 -0355 Projec . ot, A6 C -,7 Type f Inspection: P 4- 3T1sDeAoki� OE Li Add ss q'7 2-C E itotAr&!A Date Called: i -- Special Instructions: Date Wanted: / Requester: n Phone No: QApproved per applicable codes. EJCorrectionsrequired prior to approval. COMMENTS: codtr Sub ESA -1 2u4-2; 2- &a. 2133 4 AA3 13M 1.41C1_2 Z3 63 i 7- I A -S �. Z4A-s , Z3 AT 'Z1cP, 2?,ASif 2:c�g ? 2/3d� r 0-- 4 n REINSPECTION FEEREQU t D. Prior to next inspection, fee must be paid at 6300 Southcenter Blv • :. Suite 100. Call to schedule reinspection.. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION _ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:Type of Inspection: r Address: l et: 7) E-• 1-1‘4-c,• Y0y Date Called: I -z- \:- '_ (3:' I Special Instructions: .2)' Ca V11, _ 1• 4 Si :.r\ ,.,1(\(<PY- rP /,4)W • Date Wanted:. k )-- 1 -- t :a.M.., .m. Requester: \-'\\,\/-4 2-0 (- cll.)-. c: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: joi Rooi, Z% QL 23 17(1/4 st--2.Z L/� J • Inspector: Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300Southcenter Blvd.. Suite 100. Call to schedule reinspection. 00 INSPECTION RECORD Retain a copy with permit INSPECTION NO. �I/3 35s 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: Cf -11O Type of Inspection: re/7 �r Ad ress: j 9 Date aIle Special`Insttions:1 Date Wanted: 2---14—/t/ a.m. p.m. Requester: Phone No: [V\ proved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:_/Q n REINSPECTION FEE REQtt RED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100:. Call to schedule reinspection. INSPECTION NUMBER f INSPECTION RECORD Retain a copy with permit b13- /3 5 13- /3—s —2yz PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 -Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: /44 .z.,- Type of In pection: Address: 7 Suite #: '?7f 6%Iw5 9--/ 2--o Cont t Person: Special Instructions: Permits: , Occupancy Type: Phone No.: p(r- [Approved per applicable codes. Corrections required prior to approval:, COMMENTS: Needs Shift Inspection: Sprinklers: _ Fire Alarm: Hood & Duct: ;„,, Monitor: Pre -Fire: Permits: , Occupancy Type: Inspector: c-3 Date: �,�A/j y ' Hrs.: / 6 / $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 6x/11/10 T.F.D. Form F.P. 113 MAYES TESTING ENGINEERS, INC. Project No. L13564 Project Boeing Seattle Bldg 9-120 AOE Office Modification Address Development Center, Seattle, WA Permit No. BPA13-001 Bldg Dept. Tukwila Owner Boeing Company Engineer Coffman Engineers, Inc. Architect Zimmer Gunsul Frasca Contractor Lease Crutcher Lewis Record No. 006 Date 12/19/13 Weather (indoors) Inspection Structural steel, proprietary anchors Sample(s) N/A Seat& Office 20225cedarVale„ Road Sine 110 Lyrnhood, WA 98036 ph 425.7429360 fax 425.745.1737 Tacoma Office 10029 S. Taooma Way Site E-2 Tacoma, WA 98499 0)253.584.3M fac 253.584.3707 Portland Office 7911 NE 33rd Drioe Sule 190 PalIand, OR 97211 01 503281.7515 fac 503.281.7579 Inspected the torque on 5/8" diameter anchors (60 foot-pounds) and 1/2" diameter anchors (30 foot-pounds), for wall clip angles and window sills, per details A and B/S301, at 2nd floor, grids A/1 to 9 and A to D/9; also, the torque on drop-in anchors, at 2nd floor, grid H.5/3 to 4. Note: Mayes Testing Engineers did not witness cleaning of holes for drop-in anchors. Work conforms to plans. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. RECEIVED CITY OF TUKWILA DEC 2 7 2013 PERMIT CENTER Inspector: Mat Taylor Reviewed By: a__ Michael S. Dolder, P.E. Vice President r2r2-7113 Information in this report applies only to the actual nems inspected or tested and shall not be reproduced except in hill, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-0355 DATE: 11-19-13 PROJECT NAME: BOEING #9-120.2 SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: B ilding tivision Public Works Alt)�t�i9 Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-21-13 Complete Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Ell Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 12-19-13 Approved with Conditions1:WNot Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 BOEING COMPANY, THE 0 Washington State Department of Labor & Industries • Page 1 of 9 BOEING COMPANY, THE Owner or tradesperson MCNERNEY, W (JAMES) Principals MCNERNEY, W (JAMES) MICHAEL LOHR CHRISTOPHER WOLTER PAUL READ F SHRONTZ B GIVAN C KING D BEIGHLE T COLLINS T BUDINICH R WOODARD D CRUZE P CONDIT Doing business as BOEING COMPANY, THE WA UBI No. 178 005 030 100 N RIVERSIDE CHICAGO, IL60606-1596 312-544-2535 Business type Corporation Governing persons License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971 — 01/18/2015 Bond FEDERAL INS CO Bond account no. 81312466 $12,000.00 Received by L&I Effective date 01/14/2002 01/01/2002 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&amp;LIC=BOEINC*294ML&amp;S... 01/10/2014 VICINITY MAP PROJECT SITE BOEING DEVELOPMENTAL CENTER B B0 -1\ G BEV 9725 EAST V T„ <WLA, \\OVA r\ -L0 9 ON VE\TAL CENTS \AL WAY 'S0T \GTO\ 98108 AGI WASHI AREA MAP BUILDING ADDRESS: 9725 EAST IVARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 PROJECT SITE SEPARATE PERMIT REQUIRED FOR: CMecnanica1 latiectricai CaPlumbina Comas Piping € iy of Tukwila fi ill.. ;^.:O [DIVISION 9-1 20 BUILDING LOCATION NO SCALE Permit Na ss Plan review approval is subject to errors and Visions. kpproval of construction documents does not authorize the tich j• any adopted code or ordinance. Receipt pp ,� a ronsisacc acknowledged: of approved r�' !� : ' } e :-% AfO" /elI tlty Of Tukwila BUILDING DIVISION GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH WORK WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO. ROCK MOUG, 253-773-8400, AT BUILDING 9-51.2 AFTER COMPLETION OF WORK OF " THIS CONTRACT. PROJECT CHECKLIST CHECK BOX ® THESE DRAWINGS CONFORM TO THE I.B.C., I.F.C., I.M.C., I.P.C., N.E.C. AND THE WAC 51-20.AS ADOPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH ' CITY OF TUKWILA, WASHINGTON ZONING. El ROOMS LABELED PER OCCUPANCY PER I.B.C. TABLE 1004.1.2. • BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. El NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ❑ 1. TENANT IMPROVEMENT (STRUCTURAL): ❑ 5 SETS OF ARCHITECTURAL DRAWINGS ❑ 5 SETS OF STRUCTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS ❑ 5 SETS OF ENGINEERING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ® 2. TENANT IMPROVEMENT (NON—STRUCTURAL): ❑ 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENERGY CALCULATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS O 3. MECHANICAL, 4 COMPLETE SETS: O 4. FIRE PROTECTION/SPRINKLERS, 3 COMPLETE SETS. El BRIEF PROJECT NARRATIVE: OFFICE TENANT IMPROVEMENT PROJECT ON 2ND FLOOR OF EXISTING B9-120 BUILDING IN TUKWILA, WA.NO CHANGE IN USE OR OCCUPANCY. . PROJECT INCLUDES ENCLOSED OFFICES, CONFERENCE ROOMS, AND AN OPEN OFFICE AREA. REVISIONS No changes shall beda a to the scope of work without prior approval of Tukwila Building Division. NOT::: Revisions will require a new plan submittal and may include additional plan review fees. SYM REVISION BY APPROVED:; DATE SYM REVISION BY APPROVED DATE ORIG 9-120 FCS - SPL LABS A 9-120 FCS SPL LABS DCN#01 J#16054201-02 J#116054201-02 DLR GROUP DR/LS 07.12.07. D 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 DLR GROUP LS/DR, 07.25.07 RECORD DRAWING J# 116054201-02 DLR GROUP LS "04.11.08 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.01.13 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.04.13 9762 'REG ARi�IRErtif'►' �� ALLYN . 1,►/ STATE OF H 4N• gi...41OE/NG' � ACCEPTABILITY, THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN ZGF ARCHITECTS CHECKED DATE 10.01.13 DESIGN TEAM OWNER: BOEING DEVELOPMENT EAST WASHINGTON LEI, Iee.iei3@boeing.com 304-8415 CENTER CENTER MARGINAL WAY SOUTH 98108 MANAGER: (ASIC) OLJALA, ojala®coffman.com MICHEL SOTURA, sotura©coffman.com maxwell®caffman.com 9725 Argigew,Awe TUKWILA, CONSTRUCTION LEE (206) USER GROUP: USER: COMMERCIAL AIRLINE SERVICES (CAS) PROJECT NAME: AVIATION SERVICES INNOVATION DIRECTOR — MICHAEL SANDIFER ARCHITECTURAL: ZGF ARCHITECTS 925 4TH AVENUE, SUITE 240. 0 SEATTLE, WA 98104 (206) 623-9414 CONTACT.. GILBERT RECLA, gilbert.recla©zgf.com STRUCTURAL, MECHANICAL, ELECTRICAL & PLUMBING: COFFMAN' ENGINEERS STRUCTURAL EMERY 1601 5TH AVENUE, SUITE 900 MECHANICAL & PLUMBING: SEATTLE, WA 98101 ELECTRICAL BEN MAXWELL, (206) 623-0717 CODE SUMMARY LAND USE CODE CITY OF TUKWILA, WASHINGTON BUILDING CODES * CITY OF TUKWILA ORDINANCES AND ZONING * 2012 INTERNATIONAL ENERGY * 2012 INTERNATIONAL BUILDING CODE (IBC) CONSERVATION/ WASHINGTON STATE * 2012 INTERNATIONAL FIRE CODE (IFC) ENERGY CODE * 2012 INTERNATIONAL MECHANICAL CODE (IMC) * ACCESSIBLE AND USABLE BUILDINGS * 2012 NATIONAL ELECTRICAL CODE (NEC) AND FACILITEIS WITH STATEWIDE * 2012 INTERNATIONAL PLUMBING CODE (IPC) ADMENDMENTS, ICC/ANSI A117.1-09 OCCUPANCY GROUP GROUP B, OFFICE CONSTRUCTION TYPE TYPE II—A, NON-COMBUSTIBLE EXISTING FLOOR AREAS: BUILDING FOOTPRINT 73,700 S.F. BUILDING GROSS 180,170 S.F. FIRST FLOOR 73,700 S.F. SECOND FLOOR 73,700 S.F. PENTHOUSE 32,770 S.F. AFFECTED AREA SECOND FLOOR TENANT IMPROVEMENT OF APPROXIMATELY 1,972 SQUARE FEET BUILDING HEIGHT 55 FT. STORIES 3 OCCUPANT LOAD: NO CHANGES HANDICAPPED REQUIREMENTS BARRIER FREE FIRE PROTECTION FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT SEISMIC CATEGORY: "D" DESIGN LOADS: ROOF - SNOW 25 PSF ROOF — LIVE 20 PSF FLOOR — OFFICE (LIVE) 150 PSF FLOOR - DEAD 20 PSF (PARTITION) FLOOR - MECHANICAL & STORAGE 125 PSF FLOOR — STAIRS AND CORRIDORS 150 PSF WIND LOADING 80 MPH, EXPOSURE C NUMBER OF EXITS: 4 TOTAL EXIT WIDTH REQUIRED: STAIRS= 148 INCHES DOORS= 111 INCHES EXIT WIDTH PROVIDED: STAIRS= ''198 INCHES DOORS= 136 INCHES FIRE EXTINGUISHERS: TYPE: AMEREX MODEL 461, RATED 3A:40B:C, 6 LB CAPACITY. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER = 75 FEET, MAXIMUM FLOOR AREA PER EXTINGUISHER = 11,250 SF CITY OF TUKWILA 3LAk<ET PERK/ IT # 13-001-3PA 00014D?A- 13 • t) 1 3446. 0 355 ,���� k REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 '01—cro City of Tukwila BUILDING DIVISION VO3 1' " SUBTITLE TITLE SHEET ZGF ENNa w CURRENT REVISION 131174-00 SYMBOL DATE 10.25.13 APPROVED BY DEPT. DATE NCINEER CHECKED APPROVED APPROVED TITLE BUILDING 9-120 ARCHITECTURAL MASTER COL. DEV. CENTER, WA SHEET GO JOB NO. 131174-00 COMP NO. DWG NO. 09-120—GO LEGEND/SYM 3OLS VATERIAL SYM BOLS ABREVIATIO S GENERAL NOTES & AND JT JOINT 1. OBTAIN & POST REQUIRED CONSTRUCTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO COMMENCING CONSTRUCTION. SECTION/DETAIL DESIGNATION I11-TRIT1T1 EARTH, DIRT, COMPACTED ® AT A('AAB X BUILDING, WALL SECTIONS ANCHOR BOLT K KIP(S) ACP ACOUSTICAL CEILING PANEL KO KNOCK OUT 2. VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE BOEING PROJECT CONSTRUCTION MANAGER SHOULD CONDITIONS DIFFER FROM DESIGN DOCUMENTS. #X# AND DETAIL REFERENCES M:C°4:..`'`v''':..� STONE, GRAVEL, POROUS FILL ACT ACOUSTICAL CEILING TILE ADJ ADJACENT L LENGTH AFF ABOVE FINISHED FLOOR LB LAG BOLT 3. THE SCOPE OF WORK INCLUDES ALL WORK WITHIN THE CURRENT REVISION CLOUD(S) ON EACH SHEET. IF THERE IS NO CLOUD ON A SHEET THE ENTIRE SHEET IS IN THE SCOPE OF WORK. INFORMATION OR WORK SHEET NUMBER WHERE DETAILED �����f��� V ��� BRICK, COMMON AGG AGGREGATE LEN LENGTH (WHETHER CLOUDED OR NOT) REFERRED TO FROM WITHIN A CLOUD IS INCLUDED IN THE SCOPE OF WORK LF LINEAL FEET (I.E. - A SECTION OR DETAIL SYMBOL THAT LIES WITHIN A CLOUD ON A PLAN VIEW SHEET IS INCLUDED IN SHEET NUMBER REFERENCED FROM AL ALUMINUM ALT ALTERNATE LL LIVE LOAD THE SCOPE EVEN WHEN THE ACTUAL SECTION OR DETAIL DRAWN ON THE DETAIL SHEET IS NOT CLOUDED.) >MMMMINTERIOR CERAMIC TILE ALUM ALUMINUM LWR LOWER ELEVATION REFERENCE ANCH ANCHOR, ANCHORAGE MAIL MATERIAL 4. KEEP ALL AREAS UNDER CONSTRUCTION CLEAR OF DEBRIS CAUSED BY THIS SCOPE OF WORK. STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREA DESIGNATED BY THE BOEING PROJECT CONSTRUCTION �' '• w• ^' '• •CONCRETE APA AMERICAN PLYWOOD ASSOC. MAX MAXIMUM MANAGER. #X # X # APPD APPROVED APPROX APPROXIMATE MB MACHINE BOLT MBR MEMBER 5. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND ENSURE THAT THE JOINING OF THE WORK OF VARIOUS TRADES MEETS APPROPRIATELY. BRING DISCREPANCIES ON THE DRAWINGS OR IN SHEET NUMBER WHERE DETAILED 'intro IlI1IIUIlI1I?Itlll INSULATION: BATT, LOOSE FILL, BLANKET • ASTM AMERICAN SOCIETY OF TESTING MATERIALS MTL METAL SPECIFICATIONS TO THE ATTENTION OF THE BOEING PROJECT CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. THE CONTRACTOR SHALL ADVISE BOEING, SUMMARIZE THE SITUATION AND PROVIDE `',`..`..`o�`:.�`:,�`o�`. MFR MANUFACTURE(R) RECOMMENDATIONS TO RESOLVING POTENTIAL CONFLICTS PRIOR TO SUBMITTING ANY REQUESTS FOR SHEET NUMBER REFERENCED FROM''''''�''''�'',•''�''�''�'''�'�� ,,�`o�`..°.,�`: EARTH, DIRT, UNDISTURBED MIN MINIMUM �----.,..........,<..........m.: INSULATION: RIGID BTU BETWEEN MISC MISCELLANEOUS INFORMATION (RFIs). REFERENCE TO DETAIL/ENLARGED PLAN BLDG BUILDING BLKG BLOCKING MO MASONRY OPENING 6. CONFORM ALL WORK TO APPLICABLE CODES, REGULATIONS AND INDUSTRY STANDARDS. #X # X # l I ,� i ALUMINUM BOT BOTTOM MT MOUNT(ED) (ING) 7. COMPLY WITH THE BOEING PROJECT CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY MTL METAL C CHANNEL REGULATIONS. AIM DETAIL DESIGNATION rff/�/�d%�,a�.�.d/% BRASS, BRONZE, COPPER CB CATCH BASIN N NORTH (COORDINATE) 8. PROVIDE, AS IF DRAWN IN FULL, REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS. VWSHEET NUMBER WHERE DETAILED CC CENTER TO CENTER NF NEAR FACE CEM CEMENT NIC NOT IN CONTRACT 9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND/OR CONCRETE WALLS, FACE OF (IF SAME AS SHEET REFERENCED FROM)7.///______ METAL, STEEL, IRON CF CUBIC FEET • NO. NUMBER FINISHED WALLS, AND TO THE CENTER LINES OF COLUMNS, UNLESS OTHERWISE NOTED. SECTION/DETAIL DESIGNATION CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED NOM NOMINAL CJ CORNER GUARD 10. DOOR OPENINGS ARE 4" FROM ADJACENT WALLS OR CENTERED IN ROOM WALL, UNLESS DIMENSIONED Agitli ••"•'; `• `•.''.:_••`'': PLASTER: SAND, CEMENT, GROUT NTS NOT TO SCALE CJ CONTROL JOINT OTHERWISE. XXXXX XXXXX CL CENTER LINE OA OVERALL SHEET NUMBER WHERE DETAILED 11. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO FLOOR ABOVE UNLESS SHOWN OR NOTED . :' ' •-•'• -' s: PLASTER: GYPSUM WALL BOARD CLG CEILING O/C ON CENTER OTHERWISE. SHEET NUMBER REFERENCED FROM CLR CLEARANCE) OD OUTSIDE DIAMETER COL COLUMN OF OUTSIDE FACE 12. PLANS WHICH APPEAR AS "BACKGROUNDS" ON CIVIL, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS `$ % % % WOOD: FINISH ' COMP COMPRESS(ED) (ION) OFCI OWNER FURNISHED CONTRACTOR INSTALLED ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH NORTH ARROW CONC CONCRETE OF01 OWNER FURNISHED OWNER INSTALLED CONN CONNECTION OPG OPENING BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE • TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 1 WOOD: ROUGH CONTINUOUS CONST CONSTRUCTIONOPP OPPOSITE, OPPOSITE HAND 13. COORDINATE THE WORK OF ALL TRADES. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL AND • • ELEVATION DATUM CONT CONTINUOUS, CONTINUE PAR PARALLEL ELECTRICAL DRAWINGS IN DETAIL FOR COORDINATION OF SPECIFIC TRADE REQUIREMENTS. COORDINATE ALL ROUGH -IN REQUIREMENTS FOR EQUIPMENT FURNISHED BY CONTRACTOR OR BY OTHERS FOR THIS PROJECT. CONTR CONTRACT(OR) WOOD: INTERRUPTED BLOCKING PCC PRECAST CONCRETE OR SPOT ELEVATION CT CERAMIC TILE PCF POUNDS PER CUBIC FOOT CTSK COUNTERSUNK 14. PROVIDE MANUFACTURERS INSTALLATION INSTRUCTIONS TO THE BOEING PROJECT CONSTRUCTION MANAGER (X' -X) CEILING HEIGHT A.F.F. PERF PERFORATE(D) WHENEVER SUCH INSTRUCTIONS ARE REFERENCED IN THE CONSTRUCTION NOTES. 1/ A CY CUBIC YARD(S) PERIM PERIMETER XXXXXX ROOM NAME PLYWOOD: SMALL SCALE 0, DIA DIAMETER PL PLATE 15. CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT CONSTRUCTION MANAGER FOR STAGING AREAS WHERE CONTRACTOR MAY STORE SALVAGED MATERIALS TO BE REUSED IN LATER PARTS OF THIS PROJECT XXXX ROOM NUMBER DBL DOUBLE PLAM PLASTIC LAMINATE PLYWD PLYWOOD AND WHERE MATERIALS TO BE STAGED BY BOEING ARE TO BE LOCATED. DEMOL DEMOLISH, DEMOLITION PLYWOOD: LARGE SCALE DEP DEPRESSED PNL PANEL 16. SYMBOLS SHOWN ON MATERIALS LIST ARE NOT ALWAYS USED IN DRAWINGS. VERIFY EXISTING MATERIAL ® DOOR NUMBER DIA DIAMETER PREST PRESTRESS(ED) AND SEE CONSTRUCTION NOTES FOR MATERIAL CALLOUTS. DIAL DIAGONAL PRF PREFORMED - ����������fl WALL TYPE: CONCRETE MASONRY (CMU) DIM DIMENSION PSF POUNDS PER SQUARE FOOT 17. WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED AS A RESULT OF DEMOLITION OR PERFORMANCE. OF -- GRID/GRID BUBBLE AND CENTERLINE DL DEAD LOAD PSI POUNDS PER SQUARE INCH DN DOWN PT POINT, PAINT NEW WORK, THE CONTRACTOR IS TO PATCH AND REPAIR THE EXISTING TO MATCH ADJOINING SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE, CHANGE IN MATERIAL OR SIMILAR. WALL TYPE: STEEL STUD DS DOWNSPOUT PVC POLYVINYL CHLORIDE - - ITEMS TO BE REMOVED CONSTRUCTION "RAG"NOTE FOR SPECIFIC DWG DRAWING R RADIUS (CURVATURE) 18. ALL RECESSES LOCATED WITHIN FIRE RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN REQUIRED FIRE RATING OF THE PARTITION. 32> �"-•-•� ��� E EAST (COORDINATE) R RISER 19. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE THE FINAL LOCATIONS OF MECHANICAL AND ELECTRICAL CONSTRUCTION DIRECTIVE WALL TYPE: WOOD STUD GENERAL "BOAT" NOTE FOR EA EACH RB RESILIENT BASE EB EXPANSION BOLT REF REFERENCE, REFER TO COMPONENTS. SEE THE REFLECTED CEILING PLANS FOR LOCATIONS OF ITEMS IN THE CEILING; SEE DISCIPLINE SHEETS FOR ALL INFORMATION ABOUT THE MECHANICAL AND ELECTRICAL COMPONENTS INDICATED # > SPECIFIC OR EXISTING HISTORICALWALL TYPE: EXISTING EF EACH FACE REINF REINFORCE(D) (ING) ON ARCHITECTURAL REFLECTED CEILING PLANS. INFORMATION. © WINDOW FRAME TYPE EJ EXPANSION JOINT REQ REQUIRE(D) (ING) EL ELEVATION • REV REVISION(S), REVISED ELEV ELEVATION RH RIGHT HAND 20. PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF GOVERNING FIRE AUTHORITIES, BETWEEN ALL FIRE RATED FLOORS, SHAFTS AND BUILDING PARTITIONS AND ALL PENETRATING DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER ITEMS. WALL TYPE: REMOVAL 8 EQ EQUAL RO ROUGH OPENING EW EACH WAY EXIST EXISTING SOUTH (COORDINATE) 21. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR CUTTING AND PATCHING WORK WITHIN THE BUILDING, BEYOND THE LIMITS OF THE ARCHITECTURAL DRAWINGS. TYPE ® PARTITION/WALLS g WALL TYPE: PARTITION (7'-0" HIGH) EXP EXPOSED SECT SECTION EXT EXTERIOR SF SQUARE FEET SHT SHEET 22. AT METAL STUD PARTI1ONS, STUDS ARE TO EXTEND FROM FLOOR TO UNDERSIDE OF FLOOR STRUCTURE ABOVE U.N.O.. WHERE THEY CANNOT DO SO, DUE TO INTERFERENCE WITH NEW OR EXISTING DUCTS, PIPING, 7 END WALL GUARD i 1 ' 1 WALL TYPE: GLASS FAS FASTEN(ER) SIM SIMILAR ETC., PROVIDE BRACING TO STRUCTURE ABOVE TO PROVIDE FOR EQUIVALENT SUPPORT OF PARTITION; FF FINISHED CEILING SQ SQUARE SS SOLID SURFACING SUBMIT EQUIVALENT SUPPORT METHOD TO ARCHITECT FOR REVIEW. ALL FIRE RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN THEIR RATING FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE, U.N.O. CORNER GUARD FF FACTORY FINISH 7 I FF FINISHED FLOOR SST STAINLESS STEEL FGR FINISH GRADE ST STRUCTURAL TEE FH FIRE HYDRANT STD STANDARD 23. PROVIDE ACCESS DOORS AS INDICATED OR AS NECESSARY AND VERIFY WITH MECHANICAL AND ELECTRICAL SUBCONTRACTORS EXACT LOCATIONS OF ACCESS REQUIRED BY THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGES, CONCEALED JUNCTION BOXES, CPT -1) FINISH DESIGNATION FIN FINISH(ED) STL STEEL AND ELECTRICAL DEVICES OR ACCESSORIES. LOCATIONS AND SIZES OF EXPOSED ACCESS DOORS SHALL BE VCT CLOUD WITH REVISION LEI IER "BEAK" OINSTALLED CPT FLOOR MAT'L TRANSITION ON STR STRUCTURAL FNREVISION SYM SYMMETRY,SYMMETRICAL FOCC FACEOFCONCRETE SYS SYSTEM FOF FACE OF FINISH T&B TOP AND BOTTOM FOIL FURNISHED BY OWNER/ BY CONTRACTOR T&G TONGUE AND GROOVE FO FINISHED OPENING TEMP TEMPORARY FRO FOR REFERENCE ONLY THK THICK(NESS) FT FOOT TOC TOP OF CURB SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION OF THE MECHANICAL AND ELECTRICAL EQUIPMENT. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL SAFETY CODES, REGULATIONS AND BOEING REQUIREMENTS. 25. THE CONTRACTOR SHALL RETAIN A FIRE PROTECTION ENGINEER LICENSED IN THE STATE OF WASHINGTON TO - DETERMINE/DESIGN THE MODIFIED FIRE SPRINKLER SYSTEM LAYOUT WITHIN THE AREA OF WORK. SAID ENGINEER SHALL STAMP, SEAL AND CERTIFY THAT HIS/HER DESIGN IS IN COMPLIANCE W/ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL COORDINATE ALL NECESSARY MODIFICATIONS FEo- FIRE EXTINGUISHER FEC 1 FIRE EXTINGUISHER & CABINET TOC TOP OF CONCRETE FTG FOOTING TOL TOLERANCE FUT FUTURE TOS TOP OF STEEL FV FIELD VERIFY, TS STRUCTURAL TUBE GA GAGE CRFG GLASS FIBER REINFORCED GYPSUM TYP TYPICAL AS A RESULT OF SAID ENGINEER'S DESIGN. 26. THE CONTRACTOR SHALL RETAIN AN ELEVATOR CONSULTANT TO CERTIFY THAT THE ELEVATOR CAR, EQUIPMENT ROOM, EQUIPMENT LAYOUT AND HYDRAULIC/ELECTRICAL ROUTING FULLY MEETS STATE OF WASHINGTON CODES AND COMPLIANCE. FULLY COORDINATE WITH ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. 0 Q I===a SUPPLY AIR DIFFUSER GALV GALVANIZED UBC UNIFORM BUILDING CODE GC GENERAL CONTRACTOR 27. 27. AT LOCATIONS WHERE STRUCTURE, PIPING,.DUCTWORK, CABLETRAY, OR CONDUIT PENETRATES WALLS RETURN AIR GR LLE UC UNDER COUNTER UL UNDERWRITERS' LABEL AND ARE EXPOSED TO VIEW, CONTRACTOR SHALL COPE AS CLOSELY AS POSSIBLE TO THE MEMBER AND GI GALVANIZED IRON UNO UNLESS NOTED OTHERWISE INSTALL CONTINUOUS CAULKING AROUND MEMBER AND PAINT OR PROVIDE ESCUTCHEONS MATCHING WALL I J FLOURESCENT L GHT FIXTURE (PENDANT MOUNTED) GR GRADE COLOR AT PENETRATIONS. UPR UPPER ID FLOURESCENT L GHT FIXTURE (PENDANT MOUNTED) GT GROUT GWB GYPSUM WALL BOARD VB VAPOR BARRIER FLOURESCENT L GHT FIXTURE ON EMERGENCY VC � VINYL COMP. TILE NIGHT LIGHT (NL) CIRCUIT � HDNR HARDENER RECESSED OR PENDANT o RECESSED OR PENDANT FLOURESCENT L •NIGHT LIGHT(NL)CIRCUIT LIGHTING FIXTURE LIGHTING FIXTURE• GHT FIXTURE ON EMERGENCY - � HDWD HARDWOOD VERT VERTICALW VIF VERIFY IN FIELD HDWR HARDWARE W WEST (COORDINATE) HG HIGH GRADE W WIDE FLANGE � �� HM HOLLOW METAL W WIDTH, WIDE HORZ HORIZONTAL WC WOOD ,� iODE 0 s5 REVIEWED FOR COMPLIANCE APPROVED JAN 10 2014 1 WALL SCONCE 1 HS HIGH STRENGTH WD WITH 6 WALL SCONCE ® EXIT SIGN (CEILING 2 UNIT) HT HEIGHT W/ WITH W/0 WITHOUT IBC INTERNATIONAL BLDG. CODE WWF WELDED WIRE FABRIC City of Tukwila BUILDING DIVISION1-0 RECEIVED CITY OF TUKWILA EXIT SIGN (WALL MOUNT) ID NSIDE DIAMETER ID INSIDE DIMENSION NOTE: REFER TO THE COLOR AND MATERIAL IF NSIDE FACE SCHEDULE, INTERIOR ELEVATIONS AND DOOR SCHEDULE SHEETS FOR ADDITIONAL FINISH IN NCH AND DESIGNATIONS/ABBREVIATIONS NOV 1.9 '2013 - PERMIT CENTER Zf r v (- • INCL NCLUDED(D) (ING) ,EI $w SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY DRAWN ZGF ARCHITECTS DATE 10.01.13- SUBTITLE LEGEND, MATERIALS, ABBREVIATIONS & GEN'L NOTES CURRENT REVISION 131174-00 SYMBOL C DATE 10.25.13 9762 THIS DESIGN AND/OR CHECKED ORIG 9-120 FCS — SPL LABS J#16054201-02 DLR GROUP DR/LS 07.12.07 << A, SRC ' SPECIFICATION IS APPROVED SHEET - RECORD DRAWING J# 16054201-02 DLR GROUP LS 04.11.08 :"., rM. ®d'� .. OVED BY DEPT. DATE iiiim TITLE G1 A 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.01.13 . �!!7;,� R CHECKED • • !` ICON BUILDING 9-120 JOB NO. COMP NO, --APPROVED _ 131174-00 B 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.04.13 C 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 APPROVED ARCHITECTURAL MASTER DEV. CENTER, WA DWG N0. 09-120-G1 DRAWING INDEX ISSUE DATE 10/1/2013 10/4/2013 10/4/2013 10/4/2013 10/25/2013 z 0 cnW w D N v'i EXTERIOR ENVELOPE SUBMISSION 60% CD REVIEW SUBMISSION CONCRETE PANEL MODIFICATION. PERMIT SUBMISSION ROOF TOP AHU MECH PERMIT SUBMISSION PHASE i CONSTRUCTION SUBMISSION LIGHTING SUBMISSION MILLWORK SUBMISSION NO 1 ROOFING SUBMISSION INTERIOR DOOR, WDW & HARDW. SUBMISSION VAV SUBMISSION ANCILLARY FURNITURE SUBMISSION SYSTEMS FU RN ITU RE SUBMISSION 90% CD REVIEW SUBMISSION BLANKET PERMIT SUBMISSION MILLWORK SUBMISSION NO 2 PHASE II CONSTRUCTION SUBMISSION SHT NO. SHEET NAME DRAWINGS ISSUED ISSUE LETTER ARCHITECTU RAL GO TITLE SHEET • • • • + • G1 LEGEND, MATERIALS, ABBREV. & GENERAL NOTES • • • G2 INDEX OF DRAWINGS • + • R61 EXTERIOR REMOVAL ELEVATIONS • 1A03 COMPOSITE FIRST FLOOR PLAN •. • • 2A03 COMPOSITE SECOND FLOOR PLAN '' • 2A04 COMPOSITE SECOND FLOOR REFLECTED CEILING PLAN • • 3A03 COMPOSITE THIRD FLOOR AND ROOF PLAN • • 2A10 SECOND FLOOR PLAN - NW QUADRANT • • 2A11 SECOND FLOOR PLAN - NE QUADRANT • • 2Al2 SECOND FLOOR PLAN - SW QUADRANT • 2A13 SECOND FLOOR PLAN - SE QUADRANT • • 2A20 SECOND FLOOR PLAN @CLERESTORY - NW QUADRANT 2A21 Not Used • • 2A22 SECOND FLOOR PLAN @CLERESTORY - SW QUADRANT • A60 NORTH AND EAST EXTERIOR ELEVATIONS • • • A61 SOUTH AND WEST EXTERIOR ELEVATIONS • 2A280 LOWER SECOND FLOOR REFLECTED CEILING PLAN - NW QUADRANT • • 2A281 LOWER SECOND FLOOR RCP - NE QUADRANT + 2A282 LOWER SECOND FLOOR REFLECTED CEILING PLAN - SW QUADRANT 2A283 LOWER SECOND FLOOR REFLECTED CEILING PLAN - SE QUADRANT• 2A290 UPPER SECOND FLOOR REFLECTED CEILING PLAN - NW QUADRANT 214291 Not Used 2A292 UPPER SECOND FLOOR REFLECTED CEILING PLAN - SW QUADRANT (QUADRANT 2A300 SECOND FLOOR FINISH PLAN - NW 24301 Not Used 2A302 SECOND FLOOR FINISH PLAN - SW QUADRANT A350 INTERIOR DOOR AND WINDOW SCHEDULE • A351 WALL TYPES AND MISC. DETAILS • A352 FINISH SCHEDULE • A370 INTERIOR ELEVATIONS A371 INTERIOR ELEVATIONS A372 INTERIOR ELEVATIONS A373 INTERIOR ELEVATIONS A374 INTERIOR ELEVATIONS • • A450 BUILDING WALL SECTIONS • • A451 EXTERIOR DETAILS A452 ENLARGED PLANS - ENTRY, RECEPTION AND TEAM ROOMS A453 ENLARGED REFLECTED CEILING PLANS - ENTRY, RECEPTION AND TEAM ROOMS A454 ENLARGED STAIR NO. XX PLANS, SECTION AND DETAILS A455 ENLARGED PLANS - RESTROOMS • A500 DETAILS -CEILING • A501 DETAILS -INTERIOR DOOR & WINDOW A502 DETAILS - CASEWORK A503 DETAILS - CASEWORK DRAWING INDEX ISSUE DATE 10/1/2013 10/4/2013 10/4/2013 10/4/2013 10/25/2013 ISSUE REASON cc 0Lu 1- w O W W SUBMISSION 60% CD REVIEW SUBMISSION CONCRETE PANEL MODIFICATION H w a SUBMISSION ROOF TOP AHU CONSTRUCTION SUBMISSION 0 N MILLWORK SUBMISSION NO 1 z 0 0 cc SUBMISSION INTERIOR DOOR, WDW & HARDW. SUBMISSION VAV SUBMISSION SUBMISSION 90% CD REVIEW SUBMISSION BLANKET PERMIT SUBMISSION MILLWORK SUBMISSION NO 2 CONSTRUCTION SUBMISSION SHT NO. SHEET NAME DRAWINGS ISSUED ISSUE LETTER STRUCTU RAL S2A S2B S301 S312 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES SECTIONS AND DETAILS THIRD FLOOR/ROOF PLAN • • • • • • • • • MECHANICAL M2A M2B M310 M311 2M11R 2M11 2M61R 2M61 2M261 3M12 RFM3 MECHANICAL SCHEDULES MECHANICAL SCHEDULES CONTROLS DIAGRAMS SEQUENCE OF OPERATIONS SECOND FLOOR DUCTWORK PLAN SECOND FLOOR DUCTWORK PLAN SECOND FLOOR PIPING PLAN SECOND FLOOR PIPING PLAN SECOND FLOOR FIRE SPRINKLER PLAN THIRD FLOOR ROOF PLAN COMPOSITE ROOF PLAN M530 M531 M533A HVAC DETAILS PIPING DETAILS SECTIONS AND DETAILS • • • • • • • • • • • • • • • ELECTRICAL El 2E1OR 2E11R 2E61R 2E10 2E11 2E12 2E61 2E361 2E361R E501 LEGEND, ABBREVIATIONS & NOTES SECOND FLOOR LIGHTING PLAN SECOND FLOOR LIGHTING PLAN SECOND FLOOR 208Y/120V POWER PLAN SECOND FLOOR LIGHTING PLAN SECOND FLOOR LIGHTING PLAN SECOND FLOOR LIGHTING PLAN SECOND FLOOR 208Y/120V POWER PLAN SECOND FLOOR TELECOMMUNICATIONS PLAN SECOND FLOOR TELECOMMUNICATIONS PLAN DETAILS ELECTRICAL PANEL SCHEDULES LOW VOLTAGE LIGHTING CONTROL PANEL • • • • • • • • • • • • • • • LAYOUT LA301 SECOND FLOOR FURNITURE PLAN NE QUADRANT r)1 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 — FCS SPL LABS J#16054201-02 DLR GROUP DR/LS 07.12.07 D 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 A 9-120 FCS - SPL LABS DCN #01 J#16054201-02 DLR GROUP LS/DR 07.25.07 RECORD DRAWING J# 16054201-02 DLR GROUP LS 04.11.08 B 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.01.13 C 9-120 ASIC — 60% PROGRESS SUBMITTAL ZGF TS 10.04.13 APMEZAW ® 9 62 G TER TE CHHNR ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE • • DRAWN ZGF ARCHITECTS CHECKED DATE 10.01.13 03 REVIEWED FOR 'CODE COMPLIANCE. APPROVED JAN 10 2014 City of Tukwila BUILDING DIVISION ISSUE LEGEND 0 • PREL ORIG NOT YET ISSUED PREVIOUSLY ISSUED FOR CONSTRUCTION PREVIOUSLY ISSUED, BUT NOT IN THIS ISSUE INCLUDED IN THIS ISSUE PRELIMINARY ISSUE FOR REVIEW OR INFORMATION ONLY NOT FOR CONSTRUCTION ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR CONSTRUCTION A SUBTITLE INDEX OF DRAWINGS DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION CURRENT REVISION 131174-00 RECEIVED CITY OF TUKWILA NOV 19' 2013 PERMIT CENTER SYMBOL ZGF DAWERWWWWCAMODIMMW DATE 10.25.13 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 DEV. CENTER, WA SHEET G2 JOB NO. 131174-00 COMP NO. DWG NO. 09-120-G2 VIEW STATION STORAGE 121E1 VIEW STTORAGEON VIEW ROOM 2 122E2 VIEW ROOM 2 STORAGE DEVELOPER WORKSPACE CONTROL ROOM a 8 OOM CLOSET CONFERENCE ROOM INNOVATI 'N WORKSPA E NNOVARON WORKSPACE SKYBRIDGE TO B9-101 ROOM NAME: INNOVATION AREA OCCUPANCY: B OCCUPANCY SQUARE FEET: 1972 SF OCCUPANT LOAD: 20 OCCUPANTS LEGE \D MIN MEM IMO MEM =MAIM WM NM EMS MOW = EXIT ACCESS / EGRESS PATH 68" = PROVIDED EXIT WIDTH CONFERENCE ROOM CONFERENCE ROOM FEC = EXISTING FIRE EXTINGUISHER AND CABINET LOCATION O = EXISTING OWNER PROVIDED. TACTILE EXIT SIGNAGE TYPE #1. CENTERED . AT 54" AFF. ®-I= ILLUMINATED EXIT SIGN LOCATION (WALLMOUNT) 0 =ILLUMINATED EXIT SIGN LOCATION (CEILING MOUNT) GE\EAL \OTES 1. SEE ELECTRICAL LIGHTING. SHEENS FOR ADDITIONAL ILLUMINATED EXIT SIGN INFORMATION. 2. EMERGENCY EXIT LIGHTING AND EXIT SIGNAGE WILL BE PROVIDED IN ALL EXIT PATHWAYS ACCORDING TO CODES AS IDENTIFIED ON TITLE SHEET, GO. ------------- - COMPOSITE SECO\D FLOOR PLAN SCALE: 1/16"= 1'-0" REVISION APPROVED DATE SYM REVISION 9-120 AOE OFFICE MODERNIZATION J#1.31174-00 ZGF APPROVED TS • D MATERIALS TEST EXPANSION 9-120 ASIC`_-. EXTERIOR ENVELOPE 9-120 ALIS 60% SUBMITTAL ISSUE J#137070 HANSON: ZGF ZGF TS TS 02/23/95 10.01.13 10.04.13 ACCEPTABILITY THIS:. DESIGN AND/OR. SPECIFICATION 'IS APPROVED ROVED BY DEPT. DRAWN ZGF . ARCHITECTS CHECKED DATE SUBTITLE 10.04.13 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 City of Tukwila BUILDING DIVISION SECOND FLOOR COMPOSITE PLAN KEY PLAN SCALE: NONE 8' 0 16' -111111111111k--- SCALE: .. SCALE:. 1/16"=1' -0" RECEIVED CITY OF TUKWILA NOV 1 9'2013 PERMIT CENTER CURRENT REVISION 131174-00 DATE ENGINEER,. CHECKED APPROVED APPROVED ARCHITECTURAL MASTER COL. F -K/5-9 DEV. CENTER, WA DWG N0. VIEW STATION STORAGE 21E11-7 VIEW STATION STORAGE LEGE\J 11111'I1aiC i 11'1 WORK ROOM 3 LJLJ VIEW ROOM 2 22E2 VIEW ROOM 2 MECH. STORAGE - MAXIMUM TRAVEL DISTA 296 FEET VENDING = EXIT ACCESS / EGRESS PATH = PROVIDED EXIT WIDTH FEC . = EXISTING FIRE EXTINGUISHER AND CABINET LOCATION O = EXISTING OWNER PROVIDED TACTILE EXIT SIGNAGE TYPE #1 CENTERED AT 54" AFF. ®-I= ILLUMI9. `� SIGN LOCATION DEVELOPER WORKSPACE L MOUNT) CONFERENCE CONTROL. ROOM nto 111 DI ZiriI 111111:1 nil I 'WI CONFERENCE AIRUNE CUSTOMER WORKSPACE INNOVATION WORKSPAI¢E 121G3 1 NNOVAT10N WORKSPACE ROOM NAME: INNOVATION AREA OCCUPANCY: B OCCUPANCY SQUARE FEET: 1972 SF OCCUPANT LOAD: 20 OCCUP =ILLUMINATED EXIT SIGN LOCATION (CEILING MOUNT) GE\E�AL \OTES 1. SEE ELECTRICAL LIGHTING SHEETS FOR ADDITIONAL ILLUMINATED EXIT SIGN INFORMATION. DATA CENT1' 21G3 CONFERENCE ROOM CONFERENCE ROOM RRIDOR t WM AWWWI WWI REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 C3vPOSITE SECO\ SCALE: 1 /16"= 1 -0" D FLOOD PLA\ City of Tukwila BUILDING DIVISION KEY PLAN SCALE: NONE RECEIVED CITY OF TUKWILA NOV 1:9 2013 PERMIT CENTER SCALE: 1 /16"=1'-0" REVISION APPROVED REVISION APPROVED F 9-120 AOE OFFICE MODERNIZATION J#131174-00 10.21.13 REGIS RE A ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DRAWN ZGF ARCHITECTS CHECKED DATE 10.04.13 SUBTITLE SECOND FLOOR - COMPOSITE PLAN ENGINEER CURRENT REVISION 131174-00 SHEET SYMBOL DATE 10.25.13 TITLE C MATERIALS TEST EXPANSION J#137070 HANSON 02/23/95 D 9-120 ASIC - EXTERIOR ENVELOPE 10.01.13 ALLYN STAT. OF 'g HI CHECKED APPROVED BUILDING 9-120.2 JOB NO. 131174-00 COMP NO. E 9-120 ACIS - 60% SUBMITTAL ISSUE 10.04.13 APPROVED ARCHITECTURAL MASTER DEV. CENTER, WA DWG NO. 9-120.2-2A03 VIEW STATION STORAGE 21G1 ■■. ■ ELEC. 22F2 x WORK ROOM 3 21 G2 MISC. STORAGE 21 F2 CONTROL ROOM 26G2 OFFICE 21 H2 PT -1 ONLY EXISTING FLO; RING AND BASE TC REMAIN DEVELOPER WORKSPACE 22H2 PT -1 ONLY EXISTING FLOORING AND BASE TO REMAIN AIRLINE CUSTOMER WORKSPACE 25G2 PT -1 ONLY EXISTING FLOORING AND BASE TO REMAIN DATA CENTER 21G3 NO NEW FINIS HES NEW 416.4.7 L 2A11 A370 ( 21 INNOVATION WORKSPACE 21 G3 WEST WALL PT -2 CONFERENCE ABOVE ROOM STOREFRONT H3 ABOVE STOREFRONT If 21 H3 3 2A11A370 2 (21H4 2A11 A37 EQ. , B EQ. NFERENCE ROOM 23H3 4 CONFERENC ROOM 2H3 1 A3 x x x x x x SECS\D FL0CH PLAN SCALE: 1/8"= 1'-0" 3'-10 20'-5 1/2" x x x INi$lOVATION WORKSPACE 21J3 EAST WALL PT -2 MECH. STORAGE 6'-3 1/4" )IELD'RIFY DISTANCEx IS ADAQUATE FOR INSTALL OF OWNER FURNISHINGS J GENERAL NOTES 1. IN 21 G3, 21 H3, 21 J3, 23H3 & 22H3, REMOVE EXISTING CARPET & BASE. SALVAGE & RETURN AS MUCH EXISTING CARPET AS POSSIBLE & RETURN TO OWNER. 2. PAINT ALL WALLS PT -1, UNLESS NOTED OTHERWISE 3. IN 21G3, 21H3, 21J3, 23H3 & 22H3, FLOOR FINISH TO BE CPT -1 WITH RB -1, UNLESS NOTED OTHERWISE. LEGEND REMOVE ACOUSTIC BOARD FROM WALLS AND COLUMNS UP TO 12'-0" ABOVE FINISH FLOOR. PATCH WALLS TO RECEIVE NEW FINISHES. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 City of Tukwila BUILDING DIVISION 2A10 2Al2 KEY P_AN SCALE: NONE 0 4' 2A13 16' RECEIVED SCALE: 1/8"=1'-0" CITY OF TUKWILA NOV 1 9 2013 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 9-120 FCS - SPL LABS J#16054201-02 DLR GROUP DR/LS 07.12.07 E 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 B 9-120 FCS - SPL LABS DCN #01 J#16054201-02 DLR GROUP LS/DR 07.25.07 RECORD DRAWING RELOCATE ACAL/ASIC LAB J# 16054201-02 W12370688 DLR GROUP LS 04.11.08 TWH 11.29.11 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.04.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PPROVED BY DEPT. DATE DRAWN D. PRETARE DATE 08.15.90 CHECKED SUBTITLE SECOND FLOOR PLAN - NE QUADRANT ENGINEER CHECKED APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER COL. F -K/1-5 DEV. CENTER, WA CURRENT REVISION W12370688 SHEET SYMBOL DATE 10.25.13 2A1 1 JOB NO. W12370688 COMP NO. DWG NO. 9 -120-2A11 VIEW STATION STORAGE 21G1 ■ ■■ ELEC. 22F2 MISC. STORAGE 21 F2 CONTRO ROOM 26G2 L II II II II II AIRLINE CUSTOMER WORKSPACE 25G2 EXISTING CEILINGS TO REMAIN WORK ROOM 3 21 G2 OFFICE 21 H2 DATA CENTER 21 G3 EXISTING CEILINGS TO REMAIN x x x SECC\D FL00� SCP SCALE: 1/8"= 1'-0" x DEVELOPER WORKSPACE 22H2 EXISTING CEILINGS TO REMAIN ( ONFFRFN ('F INNOVATION WORKSPACE 21G31J EXP'D ROOM /< x x x x INNOVATION WORKSPACE 21 J3 EXP'D MECH. STORAGE x x x x x x 0 0 I I 6 IZ WP LEGE\D ACP -1 CEILING AT 9'-0" AFF. SEE DETAILS 1, 2, 3 & 4 ON SHEET A500 LIGHT FIXTURES TO MATCH EXISTING IN 22H2. LIGHT FIXTURE (ROUND RECESSED). LIGHT FIXTURE (SQUARE RECESSED). AIR SUPPLY DIFFUSER. AIR RETURN WORKING POINT ACCESS DOOR OWNER PROVIDED PROJECTION SCREEN AND MOUNTING BRACKETS (INSTALLED BY CONTRACTOR) EXP'D EXPOSED STRUCTURE, PAINT ALL ITEMS ABOVE 9'-0" BLACK, EXCEPT LIGHT FIXTURES & MECHANICAL GRILLES CEILING MOUNTED ELECTRIC PROJECTOR, OFCI. PROVIDE SUPPORT. POWER & DATA. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1:92013 PERMIT CENTER 2A282 KEY PLAN SCALE: NONE 2A283 16' SCALE: 1/8"= ft SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE F 9-120 AOE OFICE MODERNIZATION J#131174 ZGF TS 10.21.13 C MATERIALS TEST EXPANSION J#137070 HANSON 02/23/95 D 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.01.13 E 9-120 ACIS - 60% SUBMITTAL ISSUE ZGF TS 10.04.13 9762 REGI _ ER ON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF ARCHITECTS CHECKED DATE 10.04.13 SUBTITLE SECOND FLOOR RCP - NE QUADRANT CURRENT REVISION 131174-00 SYMBOL DATE 10.25.13 ENGINEER CHECKED APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER COL. F -K/5-9 DEV. CENTER. WA SHEET 2A281 JOB NO. 131174-00 COMP NO. DWG NO. 9-120.2-2A281 WALL TYPES 1 LAYER 5/8" ONE SIDE AND ONE ti - - 5/8" GWB ON 3 5/8" 25 GA111 METAL STUDS TO STRUCTURE ,._ ti �� ��`ABOVE LAYER 5/8" GWB ON THE OTHER SIDE SIDE TO STRUCTURE ABOVE. 5/8" GWB ON 7/8" HAT CHANNELS 16" Iv ill O.C. TO STRUCTURE ABOVE 1/2" SHIM .._---,,l ti�m !__,-._LL A • R-11 ACOUSTIC BATT INSULATION TO STRUCTURE ABOVE. 3-5/8" X 20 GAUGE MTL STUDS © 16" 0.C. TO STRUCTURE ABOVE • � —ti B EXISTING WALL O ; 5/8" GWB EA. SIDE TO UNDERSIDE OF CEILING GRID. • 3-5/8" X 25 GAUGE MTL STUDS N D © 16" 0.C. TO UNDERSIDE OF CEILING GRID LEGE \D PARTITION TYPE, DEFINES CONFIGURATION AND STUD SIZE G E \ E SAL \OTES 1. ALL GYPSUM PARTITIONS SHALL COMPLY WITH THE RESISTANCE DESIGN MANUAL PUBLISHED BY THE GYPSUM ASSOCIATION AND/OR THE LOCAL GOVERNING BUILDING CONSTRUCTION PROCEDURES.• PATITIO\ \OTES 1 ALL PARTITON STUDS OR FURRING STRIPS SHALL BE 16" 0.C. UNLESS OTHERWISE NOTED. ALL GYPSUM WALLBOARD TO BE 5/8" THICK TYPE 'X', UNLESS OTHERWISE NOTED. ALL PENETRATIONS OF FIRE RATED PARTITIONS . SHALL BE PROTECTED BY EQUIVALENT FIRE RATED DAMPERS, LABELED DOORS, FRAMES, HARDWARE, ETC. INSTALL CONTROL JOINTS AT GYPSUM WALL BOARD WALLS AT MAXIMUM 30'-0" 0.C. HORIZONTALLY PARTITIONS SHALL BE TYPE "A" U.N.O. ALL PARTITIONS THAT SPAN FLOOR TO STRUCTURE ABOVE SHALL HAVE A SLOTTED DEFLECTION TRACK AT TOP OF PARTITION. PROVIDE FOR 3/4" DEFLECTION. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 19 2013 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM. REVISION BY APPROVED DATE ORIG 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 9762 TE REGISTE TE D ER GTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE 10.21.13 PROVED BY DEPT. DATE CHECKED ENGINEER SUBTITLE WALL TYPES & MISC. DETAILS CURRENT REVISION SYMBOL DATE 10.25.13 CHECKED APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER COL. N/A DEV. CENTER. WA SHEET A351 JOB NO. 131174-00 COMP NO. DWG NO. 09-090-A351 COLOR & VATHIAL SC EDULE SYMBOL MATERIAL MANUFACTURER PRODUCT NAME COLOR REMARKS CPT -1 ARPET TILE. LEES! GROUND STRATA MODULAR DK963 424 BRONZE PATINA MATCH EXISTING IN 22H2 24"X24" MODULAR TILE - QUARTER TURN INSTALLATION TRANSITION STRIP BASE UBBER BASE ROPPE WALL BASE P147 LIGHT BROWN MATCH EXISTING IN 22H2 ACOUSTICAL WALL PANEL WALL CORNER GUARDS PT -1 PAINT ICI 2006 FROST GENERAL PAINT COLOR PT -2 PAINT ICI 599 ITALIAN BRONZE ACCENT SOLID SURFACE PLASTIC LAMINATE CERAMIC TILE GROUT TOILET PARTITION VINYL COMPOSITION TILE COLOR (Sc VATERIAL SCHEDULE SYMBOL MATERIAL MANUFACTURER PRODUCT NAME COLOR REMARKS C INGS ACP -1 ACOUSTICAL CEILING PANEL USG ECLIPSE CLIMAPLUS ILLUSION 2 WHITE 24"X48", 5/8" THICK, 1" GRID. MATCH EXISTING IN 22H2 ALN .F COLOR EXISTING IN 22H2 1STAIN--MATCH METALS FIBER REINFORCED PANELS SYM REVISION BY APPROVED ORIG 9-120 FCS - SPL LABS J#16054201-02 DLR GROUP DR/LS DATE 07.12.07 SYM REVISION BY APPROVED DATE RECORD DRAWING J# 16054201-02 DLR GROUP 9-120 AOE OFFICE MODERNIZATION J#131.174-00 ZGF LS TS 04.11.08 10.21.13 QiBOE/NG° G' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DLR GROUP DATE 12.5.06 GE\PAL FI\ISH \OTES THE GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS. IF ANY DISCREPANCIES EXIST BETWEEN THE PROPOSED AND EXISTING CONDITIONS THAN THAT INDICATED ON THE DRAWINGS, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH THAT WORK UNTIL A CORRECTIVE PROCEDURE HAS BEEN IDENTIFIED AND APPROVED BY THE BOEING PROJECT CONSTRUCTION MANAGER. FOR ADDITIONAL FINISH INFORMATION, REFER TO FINISH PLANS, INTERIOR ELEVATIONS, FLOOR PLANS, AND SPECIFICATIONS. PROVIDE LEVEL AND SECURE SUBSTRATE AT ALL. AREAS INDICATED TO RECEIVE NEW FLOOR COVERING/FINISHES. 4. WHERE TWO DISSIMILAR HEIGHT FLOOR FINISHES MEET, PROVIDE REDUCER STRIPS. WHERE TWO DISSIMILAR HEIGHT FLOOR FINISHES MEET AT DOORWAYS LOCATE TRANSITION IN CENTER OF CLOSED DOOR. PROVIDE WALL BASE AT ALL LOCATIONS, OFFSETS, TOEKICKS, ALCOVES AND OTHER RECESSES WITHIN THE AREA OF WORK WHERE RESILIENT FLOORING OR CARPET ARE INDICATED. 7. ENSURE PLUMB, SHARP, STRAIGHT, AND CLEAN PAINT TRANSITIONS ON WALLS AND CEILINGS BETWEEN DIFFERENT COLORS OR SURFACE MATERIALS. 8. ALL COUNTER TOP AND BACKSPLASHES INDICATED TO RECEIVE LAMINATE SHALL HAVE SQUARE EDGES UNLESS NOTED OTHERWISE. '3 5 ALL WALLS WITHIN AREA OF WORK TO BE PAINTED PT -1 U.N.O. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 9 2013 PERMIT CENTER CHECKED L. SEELEY 12.5.06 SUBTITLE FINISH SCHEDULE CURRENT REVISION SYMBOL A DATE 10.25.13 ENGINEER CHECKED APPROVED APPROVED TITLE BUILDING9-120.2 ARCHITECTURAL MASTER SHEET A352 JOB NO. 16054201-02 COMP NO. DEV. CENTER, WA DWG No. 09-090-A3 52. RJVANLIERE: 7/10/2007 6:20:48 PM SYM EQ. EQ. A370 A501 EQ. TEMPERED GLASS • • • TEMPERED- DOOR GLASS TYPICAL INNO'ATIO SCALE: 1 4" = 1'-0" (3) LAYERS GWB BOTH SIDES OF STUDS TO STRUCTURE ABOVE. (NON -FIRE RATED WALL). 6'-0" MANUAL PROJECTION SCREEN, OFCI Illi II 1111 3'-0" OPENINC- WOR 6 -CLEAR ANODIZED ALUMINUM FRAME WINDOW SYSTEM TO MATCH EXISTING ALIGN, TYPICAL -TEMPERED GLASS A37501 <SPACE 21G3r-,, 2A11A370 L � 1 A370 A501 3M FILM SH2MAML-MILANO, TYPICAL 4 A_0 EQUAL EQUAL s CO\FERE\CE SCALE: 1/4" = 1 =0" REVISION oov BY S 22H3 & 23H3r4 2AQ1I A370 APPROVED DATE SYM AF 6'-8 3/8" 6'-6 1/4" TEMPERED GLASS " 3 i II II Illi I • EQUAL EQUAL CO II 11 Ill i s 3'-0" OPENING TEMPERED GLASS. MOVATIO\ WOR MODERNFOLD #14 TRACK SYSTEM BRACKET MOUNT. REFER TO MANUFACTURERS SUGGESTED MOUNTING DETAILS. 6' 0 MANUAL PROJECTION SCREEN, OFCI MODERNFOLD ACOUSTI-SEAL 900 SERIES OPERABLE PARTITION. PANEL CONSTRUCTION: STC 50 PANEL FINISH: WALL COVERING FABRIC TREATED TO RESIST STAINS, MATERIAL/COLOR TO BE SELECTED FROM MANUFACTURERS STANDARDS. SOUND SEALS: MODERNFOLD IM2 BOTTOM SEAL MANUALLY OPERATED FROM PANEL EDGE. EXTEND WALL BASE IN OPERABLE PARTITION ALCOVE. REVISION BY APPROVED DATE ORIG 9-120 FCS — SPL LABS 016054201-02 DLR GROUP DR/LS 07.12.07 A 9-120 FCS - SPL LABS ASI #07 416054201-02 DLR GROUP DR 09.17.07 RECORD DRAWING J#' 16054201-02 DLR GROUP LS 04.11.08. 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10-21-13 BOE/NG' o'— SCALE: 1/4" = 1'-0" 9 •2 i REI ,'ER ON TEMPERED - DOOR GLASS TYPICAL 3'-0" OPENING <SPACE 21G3(2 2A11IA370 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DLR GROUP CHECKED L. SEELEY ENGINEER CHECKED APPROVED APPROVED DATE 12.5.06 12.5.06 SUBTITLE 8'-0" MANUAL PROJECTION` SCREEN, OFCI EQUAL 6 A370 A501 EQUAL CO\FERENCE SCALE: 1/4" = 1'-0" INTERIOR ELEVATIONS BOO v 21H2 3 A2A11 A370 CURRENT REVISION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 9 2013 PERMIT CENTER SYMBOL 3 DATE 10.25.13 TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER, WA SHEET A370 JOB NO. 16054201-02 COMP NO. ► I I DREID: 09/18/07 07:46 DWG NO. 09-120-A370 ti v p q 1 i Illik TEMPERED GLASS " 3 i II II Illi I • EQUAL EQUAL CO II 11 Ill i s 3'-0" OPENING TEMPERED GLASS. MOVATIO\ WOR MODERNFOLD #14 TRACK SYSTEM BRACKET MOUNT. REFER TO MANUFACTURERS SUGGESTED MOUNTING DETAILS. 6' 0 MANUAL PROJECTION SCREEN, OFCI MODERNFOLD ACOUSTI-SEAL 900 SERIES OPERABLE PARTITION. PANEL CONSTRUCTION: STC 50 PANEL FINISH: WALL COVERING FABRIC TREATED TO RESIST STAINS, MATERIAL/COLOR TO BE SELECTED FROM MANUFACTURERS STANDARDS. SOUND SEALS: MODERNFOLD IM2 BOTTOM SEAL MANUALLY OPERATED FROM PANEL EDGE. EXTEND WALL BASE IN OPERABLE PARTITION ALCOVE. REVISION BY APPROVED DATE ORIG 9-120 FCS — SPL LABS 016054201-02 DLR GROUP DR/LS 07.12.07 A 9-120 FCS - SPL LABS ASI #07 416054201-02 DLR GROUP DR 09.17.07 RECORD DRAWING J#' 16054201-02 DLR GROUP LS 04.11.08. 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10-21-13 BOE/NG' o'— SCALE: 1/4" = 1'-0" 9 •2 i REI ,'ER ON TEMPERED - DOOR GLASS TYPICAL 3'-0" OPENING <SPACE 21G3(2 2A11IA370 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DLR GROUP CHECKED L. SEELEY ENGINEER CHECKED APPROVED APPROVED DATE 12.5.06 12.5.06 SUBTITLE 8'-0" MANUAL PROJECTION` SCREEN, OFCI EQUAL 6 A370 A501 EQUAL CO\FERENCE SCALE: 1/4" = 1'-0" INTERIOR ELEVATIONS BOO v 21H2 3 A2A11 A370 CURRENT REVISION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 9 2013 PERMIT CENTER SYMBOL 3 DATE 10.25.13 TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER, WA SHEET A370 JOB NO. 16054201-02 COMP NO. ► I I DREID: 09/18/07 07:46 DWG NO. 09-120-A370 ANCHOR TO STRUCTURE TO PREVENT UPLIFT OF CEILING ABOVE DURING SEISMIC EVENT: EXTEND STRUTS TO FIT TIGHT TO CEILING GRID AND STRUCTURE ABOVE, THEN INSTALL TWO FASTENERS TO SECURE ONE STRUT TO THE OTHER. TUBES SHALL LAP ONE ANOTHER 4" MIN. DIAGONAL HANGER 45' WIRES ® APPROX. 45 DEG. (TYP) MAX. FROM HORIZ. 45' 1/2" MIN. DIA. ELECTRIC CONDUIT STRUT HANGER WIRE 3/4" MIN. DIA. ELECTRIC CONDUIT STRUT 45' SEISM IC CEILI\G G SCALE: NO SCALE Px•r LOT END OF CONDUIT TO FIT OVER CEILING RUNNER 1" MIN. ID ESTRAI\ T 45' AIN RUNNER ROSS RUNNER 1 2A280 -2A281 507 ° D olli� ��I A501 TYP ° ° ° ° #12 PERIMETER WIRE HANGERS 8" MAX FROM WALL - TYP FOR MAIN AND CROSS RUNNERS #12 WIRE HANGERS 1548" 0.C. E.W. SUSPEND FROM STRUCTURE ABOVE CEILING SPLAY WIRE BRACING ©12'-0" X11'-0" 0.C. MAX. TO MATCH STRUCTURAL SYSTEM AND 0.C. EACH WAY. START AT LESS THAN 6 FEET FROM WALL OMIT WHERE ROOM IS 144 SF OR LESS. TYPICAL. 3RAC1\G LAYOUT 2 SCALE: NO SCALE 2A280-2A28�2A507 8" MAX. MAIN 7RUNNER 31_ 2" MIN. ' -.WALL CONDITION -HANGER WIRE AT 4 FEET 0.C. MAX. 6,+/- 10 DEG. MAX. A7\/ SPACER BAR TO PREVENT PERIMETER COMPONENTS FROM SPREADING APART CEILI\G EDGE SEISVIC RESTRAINT 3 SCALE: 3" = 1'-0" 2A280-2A2Q.11A507 OFSLACK WIRES TO BOTTOM OF SLAB ABOVE 12 12 GA. HANGER WIRES_ TO SLAB ABOVE (TYP.) LIG T FIXTURE BRACE DETAIL (TYP SCALE: NONE LIGHT FIXTURE ATTACHED TO SUSPENDED CEILING SYSTEM WITH (2) 1/2" SELF TAPPING SMS, ONE AT EACH END L 2A280 -2A283 A507 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 92013 PERMIT CENTER SYM REVISION ORIG 9-120 FCS - SPL LABS I#16054201-02 RECORD DRAWING J# 16054201-02 9-120 AOE OFFICE MODERNIZATION J#131174-00 BY DLR GROUP DLR GROUP ZGF APPROVED DATE SYM REVISION BY APPROVED 1DATE DR/LS LS 07.12.07 TS 04.11.08 10.21.13 Q� BOE /HG' 9 .2 E ED IT Y ATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN ZGF DATE CHECKED SUBTITLE DETAILS - CEILING CURRENT REVISION SYMBOL A DATE 10.25.13 ACHER GTON APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 DEV. ; CENTER, WA SHEET A500 JOB NO. 16054201-02 COMP NO. DWG NO. CONFERENCE ROOM STOREFRO SCALE: 3" = 1 -0 \T BACKER ROD AND SEALANT BOTH SIDES ALUMINUM FRAME GLAZING ,JANB DETAIL (HEADSI L SLIDING DOOR HEAD ti v ILAR) A370 A501 4 1/2" STOEFRO\T HORIZO\TAL iv U LLI O\ DETAIL SCALE 3" = 1'-0" BOT. OF ACP PROVIDE CONTINUOUS BLOCKING IN WALL 1',-0" BELOW FINISH CEILING TO ATTACH WALL BRACKETS. PULL DOWN PROJECTION SCREEN, NIC. PROVIDE (2) #6 DA -LITE WALL BRACKETS. INSTALL AFTER PROJECTION SCREEN HAS BEEN DELIVERED FOR COORDINATION PURPOSES. GWB WALL- SEE FLOOR PLAN FOR WALL TYPE ALUMINUM FRAME GLAZING SCALE: 3" = 1'-0" 5 A370IA501 POJECTIO\ SCREE SUPPORT - SECTIO SCALE: NONE 2� A3701A501 (TYP) (61 2A2807 GLAZING FIN. FLOOR STOREFRONT SILL DETAIL ALUM. FRAME CARPET BACKER ROD & SEALANT BOTH SIDES SHIM 3 SCALE: 3" = 1'-0" BRACE VERTICAL METAL STUD FRAMING ABOVE WITH 20 GA STUDS, 45 DEGREES (4 4'-0" O.C. MAX. TO STRUCTURE ABOVE. FINISHED CEILING FINISHED OPENING HEIGHT 7 FABRICATION HEIGHT FINISHED FLOOR OPERA3LE SUPPORT SCALE: NONE MIN. 5.75" BRACKET 4.50" GAGE • • • • — .12" BAFFLE JOINTS MUST BE TAPED AND SPACKLED NOT BY MODERNFOLD OR DISTRIBUTOR PARTITIO SECTIO • • 4.25" TRACK I � 1 A370IA501 A370 A501 .38" DIA. X 7" LONG HANGER RODS BY MODERNFOLD (3) LAYERS 5/8" GWB HANGER BRACKET BY MODERNFOLD #17 STEEL TRACK PAINTED OFF-WHITE STEEL, 4 -WHEEL BALLBEARING TROLLEYS VINYL TOP SEAL ALUM. FRAME n ALUv COR SCALE: 3" FRAME \I ER JAN RELITE 3 DETAIL _ 1,-0» • OTh- A370 A501 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 19 2013 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 FCS - SPL LABS J#16054201-02 DLR GROUP DR/LS 07.12.07 - RECORD DRAWING, J# 16054201-02 DLR GROUP LS 04,11;0,8 A 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF. TS 10.21.13 RE TE Y r ' A ritA CER 1 IJs^,11*� TON ACCEPTABILITY DRAWNDLR GROUP THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED LS ENGINEER PPROVED BY DEPT. DATE CHECKED APPROVED DATE SUBTITLE 11.02.06 12.20.06 DETAILS INTERIOR DOOR & WINDOW CURRENT REVISION SYMBOL DATE A 10.25.13 APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A SHEET A501 JOB NO. 16054201-02 COMP NO. DEV. CENTER, WA DWG N0. 09-120-A351 00 CO r -- =-1 J SYM A VIEW STATION STORAGE 21G1 ■■ ELEC. 22F2 MISC. STORAGE 21 F2 ADMIN CONTR( s■ WORK ROOM 3 21 G2 ■■ ENGINFFRING 23G2 g g— FLI R> 25G2 413 WORK ROOM 4 21 J3 21 G3 R1 01 3 21D4 x SECO\D FLOO PLA SCALE: 1/8"= 1'-0" REVISION 9-120 FCS SPL LABS J#16054201-02 9-120 FCS - SPL LABS DCN #01 J#16054201-02 RECORD DRAWING J# 16054201-02 C RELOCATE ACAL/ASIC LAB W12370688 9-120 ASIC - 60% SUBMITTAL ISSUE BY DLR GROUP DLR GROUP DLR GROUP TWH ZGF APPROVED DR/LS LS/DR LS DATE 07.12.07 SYM. E REVISION BY APPROVED x DATE 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 TS 07.25.07 04.11.08 11.29.11 10.04.13 x MECH. STORAGE � 4 J Q� BOE/NG G' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D. PRETARE GE\EAL FUR\SH\GS NOTES FURNISHINGS AND EQUIPMENT ARE OWNER FURNISHED OWNER INSTALLED. CONTRACTOR TO COORDINATE WITH FURNISHINGS SUPPLIER/INSTALLER TO CONFIRM ROUGH -IN LOCATIONS FOR POWER & DATA. DATE 08.15.90 CHECKED REVIEWED FOR CODE COMPLIANCE. APPROVED JAN 10 201k City of Tukwila BUILDING DMSION RECEIVED CITY OF TIJKWILA NOV 1 9 2013 PERMIT CENTER KEY PLAN SCALE: NONE 0 4' 16' Ell -MN SCALE: 1 /8"= SUBTITLE SECOND FLOOR FURNITURE PLAN NE QUADRANT CURRENT REVISION SYMBOL W12370688 0" DATE 10.25.13 ENGINEER CHECKED APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER COL. F -K/1-5 SHEET LA301 JOB NO. W12370688 COMP NO. DEV. CENTER, WA DWG No. 9-120-2A11 11/29/11 15:56