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Permit D13-0388 - BOEING #9-120 - TENANT IMPROVEMENT
BOEING #9-120 9725 E MARGINAL WAY S D13-0388 • 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 Parcel No: 0003400018 Permit Number: D13-0388 Address: 9725 E MARGINAL WAY 5 BLDG 9- Issue Date: 3/4/2014 120 Permit Expires On: 8/31/2014 Project Name: BOEING #9-120 Owner: Name: 1 , BOEING COMPANY THE i 1, Address: PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Contact Person: Name: JOHN S MURDOCH , ,;Phone: (253) 657-0868 Address: PO BOX 3707 M/C 89-14 , SEATTLE, WA, 98124 Contractor: Name: BOEING COMPANY, THE Phone: (312) 544-2535 Address: 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 License No: BOEINC*294ML Expiration Date: 1/18/2015 Lender: Name: THE BOEING COMPANY Address: PO BOX 3707 M/C 89-14 , SEATTLE, WA, 98124 DESCRIPTION OF WORK: BPA13-0001: OFFICE TENANT IMPROVEMENT OF SECOND FLOOR. PROJECT INCLUDES ENTRY/RECEPTION AREA, OFFICES, MEETING ROOMS, OPEN OFFICE AREAS, AND RESTROOMS. NO CHANGE IN USE OR OCCUPANCY. ALL OTHER PERMITS WILL BE FILED SEPARATELY. Project Valuation: $1,874,345.00 Type of Fire Protection: Type Of Construction: IIA Sprinklers: YES Fire Alarm: YES Fees Collected: $20,721.49 Occupancy per IBC: B 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 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 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: I hearby certify that I have read and e provisions of law and ordinances gove amin ing d this permit and know the same to be true and correct. All his 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 local ws re:ulating construction or the performance of work. I am authorized to sign and obtain this developme ermi and agree to the conditions attached to this permit. Signatur:. w �fif/(ie? l rfG `it(f (_FJb"� ��d/ Date:' R ?o4" Print Nam C Sti �� H(/ 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: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 2: 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) 3: 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) 4: 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) r • 5: 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) 6: 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) 7: Maintain fire extinguisher coverage throughout. 8: 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) 9: 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) 10: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 11: 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) 12: 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) 13: 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) 14: 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) 15: 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) 16: 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) 17: 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). 18: 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) 19: 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) • r 20: 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) 21: 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. 22: 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) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: 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. 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: 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. 30: 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. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 35: 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). 36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 37: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0409 FRAMING 0409 FRAMING • 0409 FRAMING 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUK•A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Ask Building Pe Mgt No. 01AI Blanket Permit No. Date Application Accepted: Date Application Expires: (For office use only) 3 BLANKET PERMIT TENANT IMPROVEMENT APPLICATION **Please Print** FEES: For office use only Existing (square feet) Amount Receipt No. Da Building Use Building Permit Fee $ 1 G- 1 .1S as l I 121970115 PlaReview Fee 1 t $ Ljj l I1 U I, 2'1 73,700 27,633 State Building Surcharge $ 4.50 Office Area 3`d Floor Total $ I-0 i 121. 1-11 SITE INFORMATION: Valuation of Construction: $ 1,874,345 King Co Assessor's Tax No.: (9I90V'P ^00 (4 Site Address: 9725 East Marginal Way So Suite Number: 9-120 Floor: 2 Tenant Name: The Boeing Company Description of work: Office Tenant Improvement of 2nd Floor. Project includes Entry / Reception Area, Offices, Meeting Rooms, Open Office Areas and Restrooms. No Change in use or Occupancy. All other permits will be filled separately. Per the International Building Code - 2009 Edition 1. Will there be any structural work? ❑ Yes © No If yes, please describe: 2. Will there be new rack storage? ❑ Yes m No If yes, a separate permit and plan submittal will be required. 3. Will there be a change in use? 0 Yes m No If yes, please explain: 4. Existing fire protection: • ® Sprinklers ❑t .... Automatic Fire Alarm ❑ .... None 5. Will there be storage or use of flammable, combustible or hazardous materials in the building? If yes, please explain: H:WpplicationsTorms-Applications On Line t2011 Applications\Blanket Permit TI Application - 10-2011.docx Revised: October 2011 bh ❑ Yes El No Page 1 of 3 n -41 l or Ft tr Existing (square feet) Construction Area (square feet) Type of Construction per IBC Type of Occupancy per IBC Building Use 1`1 Floor 73,700 0 2nd Floor 73,700 27,633 II -A B Office Area 3`d Floor Floors thru 1. Will there be any structural work? ❑ Yes © No If yes, please describe: 2. Will there be new rack storage? ❑ Yes m No If yes, a separate permit and plan submittal will be required. 3. Will there be a change in use? 0 Yes m No If yes, please explain: 4. Existing fire protection: • ® Sprinklers ❑t .... Automatic Fire Alarm ❑ .... None 5. Will there be storage or use of flammable, combustible or hazardous materials in the building? If yes, please explain: H:WpplicationsTorms-Applications On Line t2011 Applications\Blanket Permit TI Application - 10-2011.docx Revised: October 2011 bh ❑ Yes El No Page 1 of 3 n -41 l or Ft tr 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 - The Boeing Company 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. Stelimacher Address: P.O. Box 3707 M/C 89-14 Company Name: ZGF Architects Zip: 98124 Address: 925 4th Ave. Suite 2400 657-0858 City: Seattle State: WA Zip: 98104 Phone: (206) 623-9414 Fax: Email: gilbert.reclo@zgf.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 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*294ML Exp Date: 01/18/2015 Tukwila Business License No.: LENDER/BOND ISSUED (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 Per • ee -nt No. 13 -BPA -001 to apply for and obtain this permit. Signature: !#1414141 l "r/ W1 dfr eat#FxrDate: 12/30/2013 John S. Murdoch Print Name. Boeing Site Services Organization: Day Telephone: (253) 657-0868 Mailing Address: Seattle WA 98124 P.O. Box 3707 M/C 89-14 City H:\Applications\Forms-Applications On Line \2011 Applications\Blanket Permit TI Application - 10-2011.docx Revised: October 2011 . bh State Zip Page 2 of 3 General Information This tenant improvement application may a submitted for non-structural interior construct, 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 Offlial 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 - ❑■ Three (3) sets of construction drawings; which include: g 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. E• 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). ❑� 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). Permit Fees (plan review fee, building permit fee and state building surcharge) H:\Applications\Forms-Applications On Line\201 I Applications\Blanket Permit TI Application - 10-201 Ldocx Revised: October 2011 bh Page 3 of 3 ciPy of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: /u(p://www.ci.tukwila.wa.u� BLANKET PERMIT AGREEMENT — Architects Statement Plan Review No.: ) -19-4,46b Blanket Permit A eemeent o.: � O0 W r Project Name: G /",,.-��T,� `,�,p�r�J q'`� �011AT� p Site Address: 7-� % C lke,( /�/�ICdT I+t• W l�•P�Q� "`��� Is any part of the work proposed under this application include 0 Yes No structural work or affect structural components of the building? If yes, has the structural work been authorized by the Tukwila 0 Yes 1:X► No Building Official to be included in this application? Does the proposed work comply with the requirements of [ Yes 0 No the International Building Code (21309'Edition) Chapter 10, Means of Egress? `?i a. If no, please explain: Will any special inspections be required per Chapter 17 0 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. Yes 0 No requirements of the Tukwila Zoning Code? If no, please explain deficiency: ARCHITECT/ENGINEER Signature /� / n ' / �j L` Print Name: A I4I4 1 s 41 UMAC(IV Organization: • V • • (rv� qq Mailing Address:g29 it Au ARCHITECT/ENGINEER STAMP AND SIGNATURE 9762 LYN TE REGIS; AR liil �i wimps . ST L OF WAS I R TO D H:\Applications Fornts-Applications On Line\2010 Applications N8-2010 Blanke Permit Architect Statement.doc Created: 12-2008 Revised: 8-2010 Phone: �ZT1 "1l� City State {Zip Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PAID PermitTRAK $20,721.49 D13-0388 Address: 9725 E MARGINAL WAY 5' BLDG 9-101 Apn: 0003400018 $20,721.49 DEVELOPMENT $20,721.49 PERMIT FEE R000.322.100.00.00 $12,555.75 PLAN CHECK FEE R000.345.830.00.00 $8,161.24 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TOTAL FEES PAID BY RECEIPT: R517 $20,721.49 Date Paid: Monday, December 30, 2013 Paid By: JOHN S MURDOCH Pay Method: CREDIT CARD 094839 Printed: Monday, December 30, 2013 10:23 AM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec --/27 Type nspection: ./--4/... ' Address. '77Z. -�.. M: ,; Date. Called: ��cSpecial I� Instructions: Date Wanted: / �2...-'l a. . ..m. Requester?" Phone No: pi".:1/4p1Voved per applicable codes. COMMENTS: Corrections required prior to approval. 6,;,�c LA", // c I- t e ,4> .C.),A,7—,,:' S 7r A-- et/0 s /e ms .00A fro-7 Inspector: i Date: y�. REINSPECTION FEE REQUIRED. Prior to next inspection, feemust be . paid at 6300 Southcenter Blvd.. Suite 100: Call to schedule reinspection. INSPECTION RECORD 'OR- INS �.�,, Retain a copy with permit .J - 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 03 Project. ; '1j3 'e , f\4 9 -ifL Type o Inspection: ptt.-:_tA 6 .(, Addres : d %� p J I I I %) '4 vt -" 1/ V � r iii# ate Called: I r r '` Special Instructions: Co I ��Z` /\v �II '� /1( r (__e. ePhone DK It601-A, 4 Date Wanted:s 1 D- \ % (0-->9 . 41 v 14 e .. /4)4..5 ; 3 Jk co c)/t p 1 -a,m. p.m. Requester: gin' >'skie , 10 ,-1,.A-S r St L .s ) P/, . i. 1 IA 0 /0A f,X`r:/Id v:Stk. er - vr( Approved per applicable codes. COMMENTS: :J -a /j D/N t % lA-I u P. -1 �1 Al PP in11-',2 i,A, , ',.---.1) Ai/y.6 l J4-.4 rt._, % ` 5 ; A 4- c I 4-p 64, G-\Ai t S. 6/)Tw h, `e> _ r .7_, sri A- rr/ 1_, t l -z \ % (0-->9 . 41 v 14 e .. /4)4..5 ; 3 Jk co c)/t 1A1A-y S(A) , na "T"IN '/l1_1I(r 1 ! )Air ( gin' >'skie , 10 ,-1,.A-S r St L .s ) P/, . i. 1 IA 0 /0A f,X`r:/Id v:Stk. er - vr( In {f; ettoi�.: 1 n REINSPECTION FEE REQUI_ ED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Date` INSPECTION RECORD Retain a copy with permit 3.-031 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Cfr( 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje : e due,. k6, -- t1-6 Type of Inspection: S v t .., L,,I Address: 125 i 4 Date Called: Special Instructions: Date Wanted:a.m. s9 -- .. p.m. Requester: Phone. No: LJApproved per applicable codes. t�J Corrections required prior to approval. COMMENTS: a: r pkkvs . di• - Ns \ "-As p-6,6,:. -tee.%, t3 - 03 No --c- pt.3 - 03 ST Ivor: 1 Date` U 7 n REINSPECTION FEE REQUIR . Pri r to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite1100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. c_ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project. -2_ ,4. �,-CJf' I nt, I -- ►J 0 Type of Inspection Y yovo kill/ Address: ( -7)- ;- t ovo.[�. o Lt -4K Date Called: - ' - ., _ Special Instructions: ! Date Wanted:., 11:" )--1 Ca.m) Pm. Requester: . 0 Phone NQ 4)-S- (-)3\-: :;\\0 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: r A- i\Jwr \ L, (v�0 cEr( .Il .ei >>>r� � nr ; 1`tY4---,~, (4)1;c. =� 2_ [ JCA ` ,e.._sr e_AA'r /nom >/c4x7 Inspector: /I Date f I 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 (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project: q- ,i 2? Type of Inspection: �• Address: r774. p /J1 Date Called. Special Instructions: ; / V Date Wanted: / / a.m. l / P.m. Requester: '7'10 Phone No: , y 5 1/--‘//, UApproved per applicable codes. Corrections required prior to approval. COMMENTS: &f 71-4 /tea,- 1-e-7-7/4 //�o7ieG! Inspector: Date: n REINSPECTION FEE RtUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retell; a copy with permit •)\5; 0 PERMIT NO. IVISION (206) 431-3670 ProjesyN , El Type of Inspection: JO, WI i s' CI Address: A CV -1)- E Vloyc,L,j u) i Date Called: 2-- 1)--- \ H „..: Special Instructions: ' )* % Date Wanted: — Requester.: Ii• Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 4 P, t 1-7 C-00 • / //' Inspector: Date: t; EUIREREINSPECTION FEE RE1 D. Prior to next inspection, fee yeipst he, I— paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinipechOn.. . INSPECTION RECORD Retain a copy with permit VS -04 INSPECTION NO. PERMIT NO. 4 6.m CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 v Project: �,0H1, , r Type of Inspection: Addressors `` ,1 V( tW L,., Date Called: 0 i P 21 (j 4 r, Special Instructions: i �l ` !^ 1 vt,,tTl »JJ_ .r,.. a.m Date Wanted:. 0 t, I2� ., Requester: pi Ki0 Phone No: 1-11C`.71C 'J I LY i i O Approved per applicable codes. Corrections required prior to approval. COMMENTS: n 14 V( IND l�Li L tl -T.. p J AL1 4• 3 Q <° NJ -FUrLAJAJ -h , IJ o J pc. ( T -S J _, . yi7r. Akre p &/\ M 7f S% _-P-ut -t 7___ A Inspector: Date: / s 3 D _id. ! n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:i OM Type of Inspection: N6- Address: � �\) Date Called: , f j � 1 ✓,� `ij Special Instructions: 1,9t — 0001 NA Date Wanted:. .m.' oil o� p. Requester: Dl h� fiAll 21 7„ Phone No: 2, 5-2,1 L9110 Approved per applicable codes. Corrections required prior to approval. COMMENTS: OM 1 1 7 e --a P k.--4) A i0 f M j 6-0 kfd eAc r (9 I --c LI er` rya -4 ' 1 rr,T;' cis / Ill r-., 5 el A-- , v c i i er-`t k 1,e1 .r slu jt - g_. 0 rrN <, . ;` ty' , _ res L !I Inspector`: 6..4,141 „, Date: 1 ' /, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .1))3-03.0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 ,206-575-4407 Project:..._ ��v i Type f Inspection: N� ,i1 , it Address: Suite #: 97Z 5 c'NGI/S ontact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �A -Sprinklers: ye. •- _ Fire Alarm: 0 A/141 A — ni�/� a) -/s - 7K Osid.60-/ No Yd /0, ,„« — / /z_z - "/ //rc, zOG – z 5! r — � 74J zG . Pre -Fire: ” Permits: a .e 1/, -1, At55 :0-.. ,, //-- li' /7— - 7/1,0-, 4,q,SN/ '*f , 41?i/ ,.0%-/- / / a 1" / / P//tdil/ c cX.1-,a�.fhr — �Ke 7' -77t4-v, 7 ,/" _ _ Lc'r 4ii — �� 54,4/� . / ,_ ,, , • ,4, hr 4‘./4".--°° AI 4°1'.- - %e�7‘-e- L ?? . Wit- ,tee -De-n 1u41474/14 A55 7*6°, Z.- , 9 1 3 76 dorm cx-71/1 014/4 - Needs Shift Inspection: �A -Sprinklers: ye. •- _ Fire Alarm: 0 Hood & Duct: No Monitor: Pre -Fire: Permits: Occupancy Type: - Inspector: 2 #0,� Date: ��.3°� Y Hrs.: Z • 0 I $100.00 REINSPECTION FEE REQUIRED. You will receivean invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /3-$- .27Z 'D i3—off PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project ., ,Type ge qI-Th t — \2 Fire Alarm: of Inspection: Monitor: Address: Suite #: `J 72c`'% -1r1 W S - Contact Person: S Special Instructions: A-4 0'F , At JR:-•" Phone No.: Approved per applicable codes. Corrections. required prior to approval. COMMENTS: Sprinklers: = \ Fire Alarm: Hood & Duct: , Monitor: Pre -Fire: Permits: Occupancy Type:, ,_ .C23‘4... - rz, Ca d Q- r A-4 0'F , At JR:-•" ..v. c -a ""`_ 'Ca— T ..._ ','roe- :"4-‘•`) c- .4 ;,Q k.',-- (II Ac -r— Gov. -C •----ci.�;� _ . , 7,,. - 1... Needs Shift Inspection: Sprinklers: = \ Fire Alarm: Hood & Duct: , Monitor: Pre -Fire: Permits: Occupancy Type:, ,_ 7 Inspector: <°-- Date: f/ %4 y Hrs.: / 0 $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. 1.13. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /3-5- 29 . - 6538 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa.---98188 206-575-4407 Project: %ice Fire Alarm: Type of Inspection: Monitor: Address: , Suite #: ?72c /ilA-j, /. Contact Person: Special Instructions: //yo /,4-71-z M �Q Phone No.: . Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: — Fire Alarm: Hood & Duct: Monitor: — 2i 4 06��i Aitrd /cis A -1--k //yo /,4-71-z M �Q er- , enc 13 1 ,/ (.'1,h -- , .-r., £;.,,,...,.-. ; dziv ,/-ed c Needs Shift Inspection:. Sprinklers: — Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector 1-,-,7 �� Date: z/ZGA y Hrs.: / 0 $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 y INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /3-5 - p\3 — v3&3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Projectle (�5.9Type -' of Inspection: %% at r- v CO V Q e Address: Suite #: 97 ZS .g. M484-51,,&/ Contact Person: Special Instructions: Phone No.: \1Xr per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Hrs.: , Fire Alarm: Hood & Duct: . ' Monitor: Pre -Fire: Permits: Occupancy Type: _ 'Hydro 1I `3D 2)(1.51 _ /-3 34 z.3. , 0\4_ _._- ff �.S 04+D )‘19.,(--- kabbi 0 tiy - tor1-1,. o C. 4 Needs Shift Inspection: Sprinklers: Hrs.: , Fire Alarm: Hood & Duct: . ' Monitor: Pre -Fire: Permits: Occupancy Type: _ Inspector:``` 5.-- 'Date: Z Hrs.: , $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 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 1:)1Z— 0366 13—S — 75Z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:. Type of Inspectio :4 Address: Suite #: 9—/Z o Contact Person: Special Instructions: Phone No.: r71 - Approved per applicable codes. Corrections required prior to approval. COMMENTS: /42Q// Smt.2-� o� L Needs Shift Inspection: Sprinklers: Fire Alarm: - Hood & Duct: Monitor: Pre -Fire: - Permits: Occupancy Type: . Inspector: 2_ �tjS3 Date: ,`Z /b v Hrs.: / o $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Ca 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 -1)1- 035S 13- S- Z9Z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 ProjeC 9— Type of Inspection• Address: Suite #: :/Z p Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: lvo�� sr�p 5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: • Occupancy Type: Inspector, -� ,5 Date: /S— jf/ Hrs.: f,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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER S1 INSPECTION RECORD Retain a copy with permit P/3 -o6 /3-5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 9 a() A4ce-147 Type of Inspection: Address: / Suite #: Contact Person: Special Instructions: Phone No.: �Jy Approved per applicable codes. Corrections required prior to approval. COMMENTS: 04 -Aa C v 'r 1 Needs Shift Inspection: Date: /////f/- Sprinklers: Fire Alarm: , Hood & Duct: Monitor: 11 Pre -Fire: Permits: Occupancy Type: Inspector: ,/313 . Date: /////f/- Hrs.: / v $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 MAYES TESTING ENGINEERS, INC. Seattle Office 20225 Cedar Valey Road IIIIIIIIIMIMIIW -' ' Suite 110 Lyrrtrvood, WA 99036 ph 425.7429360 Project No. L13564 fax 425.745.1737 Project Boeing Seattle Bldg 9-120 AOE Office Modification Tacoma Office Address Development Center, Seattle, WA 10029 S. Tacoma V,ay Permit No. BPA13-001 Suite E-2 Bldg Dept. Tukwila I`_ 03 (?� � 8 Ta„a,WA98499 (J ph 253.584.3720 fax 253.584.3707 Owner Boeing Company Office Engineer Coffman Engineers, Inc. 79111 NNE 1E3 7933rd Drive Architect Zimmer Gunsul Frasca stite190 Contractor Lease Crutcher Lewis Portland, OR97211 ph 503.281.7515 fax 503.281.7579 Record No. 008 Date 1/29/14 Weather -- Inspection Structural steel- fabrication (at Redmond Welders facility) Sample(s) -- At Redmond Welders fab shop for inspection of 3/16" fillet weld plate to tube steel at piece mark 1A base plate and 2 knife plates, piece mark 1B tube to base plate, piece 1C bracket. Welds met AWS D1.1 visual acceptance criteria. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Dave Schmutzler Reviewed By: Kevin Graham Senior Project Manager RECEIVED CITY OF TUKWILA FEB 0 3 2014 PERMIT CENTER Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue FILE COPY SECTION 087100 - DOOR HARDWARE PART 1 GENERAL 1.01 SECTION INCLUDES A. Hardware for wood, hollow steel, and aluminum doors. B. Hardware for fire -rated doors. C. Electrically operated and controlled hardware. D. Lock cylinders for doors for which hardware is specified in other sectio E. Thresholds. F. Weatherstripping, seals and door gaskets. G. Gate locks. 1.02 RELATED REQUIREMENTS A. Section 081113 - Hollow Metal Doors and Frames. B. Section 081416 - Flush Wood Doors. 1.03 ADMINISTRATIVE REQUIREMENTS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 3 1 2014 PERMIT CENTER A. Coordinate the manufacture, fabrication, and installation of products onto which door hardware will be installed. B. Furnish templates for door and frame preparation to manufacturers and fabricators of products requiring internal reinforcement for door hardware. C. Convey Owner's keying requirements to manufacturers. D. Preinstallation Meeting: Convene a preinstallation meeting one week prior to commencing work of this section; require attendance by all affected installers. E. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner. 1.04 SUBMITTALS A. Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearly show products to be furnished for this project. B. Samples: Prior to preparation of hardware schedule: 1. Submit 1 sample of hinge, latchset, lockset, and closer illustrating style, color, and finish. 2. Samples will be incorporated into the Work. C. Hardware Schedule: Detailed listing of each item of hardware to be installed on each door. Use door numbering scheme as included in the Contract Documents. Identify electrically operated items and include power requirements. ?AI R171)" DOOR HARDWARE C 01 R EGTiO87100 - 1 4203 Print date: 12/12/2013 LTfi#D11.7. 'S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue D. Keying Schedule: Submit for approval of Owner. E. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention. F. Project Record Documents: Record actual locations of concealed equipment, services, and conduit. G. Maintenance Data: Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. 1. Submit manufacturer's parts lists and templates. 2. Bitting List: List of combinations as furnished. H. Keys: Deliver with identifying tags to Owner by security shipment direct from hardware supplier. I. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. J. Maintenance Materials and Tools: Furnish the following for Owner's use in maintenance of project. 1. See Section 016000 - Product Requirements, for additional provisions. 2. Extra Lock Cylinders: Ten for each master keyed group. 3. Tools: One set of all special wrenches or tools applicable to each different or special hardware component, whether supplied by the hardware component manufacturer or not. 1.05 QUALITY ASSURANCE A. Standards for Fire -Rated Doors: Maintain one copy of each referenced standard on site, for use by Architect and Contractor. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience. C. Hardware Supplier Qualifications: Company specializing in supplying commercial door hardware with 5 years of experience. D. Hardware Supplier Personnel: Employ an Architectural Hardware Consultant (AHC) to assist in the work of this section. 1.06 DELIVERY, STORAGE, AND HANDLING A. Package hardware items individually; label and identify each package with door opening code to match hardware schedule. 1.07 WARRANTY A. See Section 017800 - Closeout Submittals, for additional warranty requirements. B. Provide five year warranty . DOOR HARDWARE Print date: 12/12/2013 087100 - 2 522198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturers and products are indicated in drawings. Provide products indicated. Do not substitute products. 2.02 DOOR HARDWARE - GENERAL A. Provide all hardware specified or required to make doors fully functional, compliant with applicable codes, and secure to the extent indicated. B. Provide all items of a single type of the same model by the same manufacturer. C. Provide products that comply with the following: 1. Applicable provisions of federal, state, and local codes. 2. ANSI/ICC A117.1, American National Standard for Accessible and Usable Buildings and Facilities. 3. Applicable provisions of NFPA 101, Life Safety Code. 4. Fire -Rated Doors: NFPA 80. 5. All Hardware on Fire -Rated Doors : Listed and classified by UL as suitable for the purpose specified and indicated. 6. Hardware for Smoke and Draft Control Doors (Indicated as "S" on Drawings): Provide hardware that enables door assembly to comply with air leakage requirements of the applicable code. 7. Products Requiring Electrical Connection: Listed and classified by UL as suitable for the purpose specified and indicated. D. Function: Lock and latch function numbers and descriptions of manufactures series as listed in hardware schedule. E. Electrically Operated and/or Controlled Hardware: Provide all power supplies, power transfer hinges, relays, and interfaces required for proper operation; provide wiring between hardware and control components and to building power connection. F. Finishes: All door hardware the same finish unless otherwise indicated. 1. Finish: Satin chrome plated over nickel on brass or bronze, 626 (approx US26D). 2. Finish Definitions: BHMA A156.18. 3. Exceptions: a. Where base metal is specified to be different, provide finish that is an appearance equivalent according to BHMA A156.18. b. Hinges for Fire -Rated Doors: Steel base metal with painted finish. c. Aluminum Surface Trim and Gasket Housings: Anodized to match door, not to match other hardware. d. Hardware for Aluminum Storefront Doors: Finished to match door, except hand contact surfaces to be satin stainless steel. G. Fasteners: 1. Mineral Core Wood Doors: Sex bolts. DOOR HARDWARE Print date: 12/12/2013 087100 - 3 522198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue 2. Concrete and Masonry Substrates: Stainless steel machine screws and lead expansion shields. 2.03 HINGES A. Hinges: Provide hinges on every swinging door. 1. Provide five -knuckle full mortise butt hinges unless otherwise indicated. 2. Provide ball-bearing hinges at all doors having closers. 3. Provide hinges in the quantities indicated. 4. Provide non -removable pins on outswinging doors. 5. Where electrified hardware is mounted in door leaf, provide power transfer hinges. B. Butt Hinges: Comply with BHMA A156.1 and A156.7; standard weight, unless otherwise indicated. 1. Provide hinge width required to clear surrounding trim. C. Quantity of Hinges Per Door: 1. Doors up to 60 inches High: Two hinges. 2. Doors From 60 inches High up to 90 inches High: Three hinges. 3. Doors 90 inches High up to 120 inches High: Four hinges. 4. Doors over 120 inches High: One additional hinge per each additional 30 inches in height. 5. Dutch Doors: Two hinges each leaf. 2.04 PIVOTS A. Manufacturers - Pivots: 1. Assa Abloy McKinney or Rixson: www.assaabloydss.com. 2. C. R. Laurence Co., Inc; www.crl-arch.com. 3. DORMA Group North America: www.dorma-usa.com/usa. 4. Ives: www.ives.ingersollrand.com. 5. Substitutions: See Section 016000 - Product Requirements. 2.05 PUSH/PULLS A. Push/Pulls: Comply with BHMA A156.6. 1. Provide push and pull on doors not specified to have lockset, latchset, exit device, or auxiliary lock. 2. On solid doors, provide matching push plate and pull plate on opposite faces. 3. On glazed storefront doors, provide matching push/pull bars on both faces. B. Manufacturers - Push/Pulls: 1. Assa Abloy McKinney: www.assaabloydss.com. 2. C. R. Laurence Co., Inc; : www.crl-arch.com. 3. Hager Companies: www.hagerco.com. 4. Hiawatha, Inc: www.hiawathainc.com. 5. Triangle Brass Manufacturing Co., Inc: www.trimcobbw.com. 6. Substitutions: See Section 016000 - Product Requirements. DOOR HARDWARE Print date: 12/12/2013 087100 - 4 ' S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue 2.06 LOCKS AND LATCHES A. Locks: Provide a lock for every door, unless specifically indicated as not requiring locking. 1. Hardware Sets indicate locking functions required for each door. 2. If no hardware set is indicated for a swinging door provide an office lockset. 3. Trim: Provide lever handle or pull trim on outside of all locks unless specifically stated to have no outside trim. 4. Lock Cylinders: Provide key access on outside of all locks unless specifically stated to have no locking or no outside trim. 5. In door sections, where a lock cylinder referenced to Section 087100 is specified, furnish and install a mortise lock cylinder keyed to the building keying system. B. Electrically Operated Locks: Fail secure unless otherwise indicated. C. Lock Cylinders: Manufacturer's standard tumbler type, six -pin standard core. 1. Provide cams and/or tailpieces as required for locking devices required. D. Keying: coordinate with Owner's Locksmith. 1. When providing keying information, comply with DHI Handbook "Keying systems and nomenclature". E. Latches: Provide a latch for every door that is not required to lock, unless specifically indicated "push/pull" or "not required to latch". 2.07 CYLINDRICAL LOCKSETS A. Locking Functions: As defined in BHMA A156.2, and as follows: 1. Passage: No locking, always free entry and exit. 2. Privacy: F76, emergency tool unlocks. 3. Office: F82 Grade 1, key not required to lock, unlocks upon exit. 4. Classroom: F84, key required to lock. 5. Intruder Classroom: F110, keyed both sides. 6. Communicating: F80 or F113. 7. Hotel: F93. 8. Always -Locked: F86, key required to lock, may not be left unlocked. 9. Two -Key Entry: F88, outside locked by key from both sides, free egress 10. Store Door: F91, locked by key from both sides, not an emergency exit (must be unlocked during occupied hours). 11. Exit Only: F89, may not be left unlocked. B. Manufacturers - Cylindrical Locksets: 1. Assa Abloy Corbin Russwin, Sargent, or Yale: www.assaabloydss.com. 2. Best Access Systems, division of Stanley Security Solutions: www.bestlock.com. 3. Substitutions: See Section 016000 - Product Requirements. 2.08 MORTISE LOCKSETS A. Locking Functions: As defined in BHMA A156.13, and as follows: 1. Passage: FO1. 2. Privacy: F19, or F02 with retraction of deadbolt by use of inside lever/knob. DOOR HARDWARE Print date: 12/12/2013 087100 - 5 'S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue 3. Office: F04, key not required to lock, remains locked upon exit. 4. Classroom: F05, key required to lock. 5. Communicating: F03, deadbolts operated independently from each side, not an exit. 6. Entry, Deadbolt: F20, may be locked without key, free egress. 7. Hotel: F15, when locked from inside only emergency key may unlock. 8. Always -Locked: F07, may not be left unlocked. 9. Two -Key Entry: F09, outside locked by key from both sides, free egress. 10. Store Door: F 14, deadbolt locked by key from both sides, not an emergency exit (must be unlocked during occupied hours). 11. Exit Only: F07 or F31, may have outside trim, may not be left unlocked. B. Manufacturers - Mortise Locksets: 1. Assa Abloy Corbin Russwin, Sargent, or Yale: www.assaabloydss.com. 2. Substitutions: See Section 016000 - Product Requirements. 2.09 AUXILIARY LOCKS A. Locking Functions: As defined in BHMA A156.5, and as follows: 1. Deadbolt, Classroom: E017. 2. Public Entry/Exit ("nightlatch"): E023, D012 3. Deadbolt, Unoccupied: E015 or F17, deadbolt by key outside and turn inside. 4. Deadbolt, Classroom, Unoccupied: E010 or F18, deadbolt by key outside. B. Manufacturers - Auxiliary Locks: Same as other locks. 2.10 FLUSHBOLTS A. Flushbolts: Lever extension bolts in leading edge of door, one bolt into floor, one bolt into top of frame. 1. Pairs of Swing Doors: At inactive leaves, provide flush bolts of type as required to comply with code. 2. Floor Bolts: Provide dustproof strike except at metal thresholds. B. Manual Flushbolts: Provide lever extensions for top bolt at over -size doors. C. Self -Latching Flushbolts: Automatically latch upon closing of door; manually retracted. D. Automatic Flushbolts: Automatically latch upon closing of door; automatic retraction of bolts when active leaf is opened. E. Coordinators: Provide on doors having closers and self -latching or automatic flushbolts to ensure that leaves close in proper order. F. Manufacturers - Flushbolts: 1. Assa Abloy McKinney: www.assaabloydss.com. 2. Hager Companies: www.hagerco.com. 3. Substitutions: See Section 016000 - Product Requirements. 2.11 MAGNETIC LOCKS A. Magnetic Locks: DOOR HARDWARE Print date: 12/12/2013 087100-6 ' S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue B. Manufacturers: 1. Assa Abloy Securitron: www.assaabloydss.com. 2. Substitutions: See Section 016000 - Product Requirements. 2.12 ELECTRIC STRIKES A. Electric Strikes: Complying with BHMA A156.31 and UL listed as a Burglary -Resistant Electric Door Strike; style to suit locks. B. Manufacturers: 1. Assa Abloy Folger Adam EDC, HES, or Securitron: www.assaabloydss.com. 2. Substitutions: See Section 016000 - Product Requirements. 2.13 EXIT DEVICES A. Locking Functions: Functions as defined in BHMA A156.3, and as follows: 1. Entry/Exit, Always -Unlocked: Outside lever unlocked, no outside key access, no latch holdback. 2. Entry/Exit, Free Swing: Key outside retracts latch, latch holdback (dogging) for free swing during occupied hours, not fire -rated; outside trim must be specified as lever or pull. 3. Entry/Exit, Always -Latched: Key outside locks and unlocks lever, no latch holdback (dogging). 4. Entry/Exit, Always -Locked: Key outside retracts latchbolt but does not unlock lever, no latch holdback. 5. Exit Only, Secure: No outside trim, no key entry, no latch holdback, deadlocking latchbolt. B. Manufacturers: 1. Assa Abloy Corbin Russwin, Sargent, or Yale: www.assaabloydss.com. 2. C. R. Laurence Co., Inc; : www.crl-arch.com. 3. Von Duprin: www.vonduprin.com. 4. Substitutions: See Section 016000 - Product Requirements. 2.14 CLOSERS A. Closers: Complying with BHMA A156.4. 1. Provide surface -mounted, door -mounted closers unless otherwise indicated. 2. Provide a door closer on every exterior door. 3. Provide a door closer on every fire- and smoke -rated door. Spring hinges are not an acceptable self-closing device unless specifically so indicated. 4. On pairs of swinging doors, if an overlapping astragal is present, provide coordinator to ensure the leaves close in proper order. 5. At corridors, locate door -mounted closer on room side of door. 6. At outswinging exterior doors, mount closer in inside of door. B. Manufacturers - Closers: 1. Assa Abloy Corbin Russwin, Norton, Rixson, Sargent, or Yale: www.assaabloydss.com. 2. LCN: www.lcnclosers.com. DOOR HARDWARE Print date: 12/12/2013 087100 - 7 S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue 3. Substitutions: See Section 016000 - Product Requirements. 2.15 STOPS AND HOLDERS A. Stops: Complying with BHMA A156.8; provide a stop for every swinging door, unless otherwise indicated. 1. Provide wall stops, unless otherwise indicated. 2. If wall stops are not practical, due to configuration of room or furnishings, provide overhead stop. 3. Stop is not required if positive stop feature is specified for door closer; positive stop feature of door closer is not an acceptable substitute for a stop unless specifically so stated. B. Wall Stops: C. Floor Stops: D. Magnetic Holder/Releases: Complying with BHMA A156.15; fail safe; doors release to close automatically when electrical current is interrupted; holding force: 25 to 40 pounds -force. E. Manufacturers - Overhead Holders/Stops: 1. Assa Abloy Rixson or Sargent: www.assaabloydss.com. 2. C. R. Laurence Co., Inc; : www.crl-arch.com. 3. DORMA Group North America: www.dorma-usa.com/usa. 4. Substitutions: See Section 016000 - Product Requirements. 2.16 GASKETING AND THRESHOLDS A. Gaskets: Complying with BHMA A156.22. 1. On each door in smoke partition, provide smoke gaskets; top, sides, and meeting stile of pairs. If fire/smoke partitions are not indicated on drawings, provide smoke gaskets on each door identified as a "smoke door" and 20 -minute rated fire doors. 2. On wood doors with fire rating more than 20 -minutes, provide frame -applied intumescent gaskets. 3. On each exterior door, provide weatherstripping gaskets, unless otherwise indicated; top, sides, and meeting stiles of pairs. a. Where exterior door is also required to have fire or smoke rating, provide gaskets functioning as both smoke and weather seals. 4. On each exterior door, provide door bottom sweep, unless otherwise indicated. 5. On doors indicated as "sound -rated", "acoustical", or with an STC rating, provide sound -rated gaskets and automatic door bottom; make gaskets completely continuous, do not cut or notch gaskets for installation. 6. On doors indicated as "lightproof', provide gaskets similar to smoke gaskets. B. Thresholds: 1. At each exterior door, provide a threshold unless otherwise indicated. 2. Field cut threshold to frame for tight fit. C. Fasteners At Exterior Locations: Non -corroding. D. Manufacturers - Gasketing and Thresholds: DOOR HARDWARE Print date: 12/12/2013 087100 - 8 'S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue 1. Assa Abloy McKinney: www.assaabloydss.com. 2. Pemko Manufacturing Co: www.pemko.com. 3. Substitutions: See Section 016000 - Product Requirements. 2.17 SLIDING AND BIFOLDING DOOR HARDWARE A. Bypassing Door Hardware: Track, hanger fasteners, guides, and pulls; size track and hangers according to manufacturer's recommendations for weight of doors. 1. Provide flush cup pull on each sliding panel. B. Manufacturers - Sliding and Bifolding Hardware: 1. Hager Companies: www.hagerco.com. 2. Stanley Black & Decker: www.stanleyblackanddecker.com. 3. Substitutions: See Section 016000 - Product Requirements. 2.18 PROTECTION PLATES AND ARCHITECTURAL TRIM A. Protection Plates: 1. Kickplate: Provide on push side of every door with closer, except storefront and all -glass doors. 2. Mop Plates: 3. Armor Plates: B. Drip Guard: Provide projecting drip guard over all exterior doors unless they are under a projecting roof or canopy. C. Manufacturers - Protection Plates and Architectural Trim: 1. Assa Abloy McKinney: www.assaabloydss.com. 2. C. R. Laurence Co., Inc; : www.crl-arch.com. 3. Hager Companies: www.hagerco.com. 4. Substitutions: See Section 016000 - Product Requirements. 2.19 KEY CONTROLS A. Key Management System: For each keyed lock on project, provide one set of consecutively numbered duplicate key tags with hanging hole and snap catch. 1. Security Key Tags: For each keyed lock on project, provide one set of matching key tags for permanent attachment to one key of each set. 2. Provide key collection envelopes, receipt cards, and index cards in quantity suitable to number of keys to be managed. B. Facility Manager's Key Cabinet: Sheet steel construction, piano hinged door with key lock. 1. Mounting: Wall -mounted. 2. Capacity: Actual quantity of keys, plus 25 percent additional capacity. 3. Size key hooks to hold 6 keys each. 4. Finish: Baked enamel, manufacturer's standard color. 5. Key cabinet lock to building keying system. DOOR HARDWARE Print date: 12/12/2013 087100 - 9 ' S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue PART 3 EXECUTION 3.01 EXAMINATION A. Verify that doors and frames are ready to receive work; labeled, fire -rated doors and frames are present and properly installed, and dimensions are as indicated on shop drawings. B. Verify that electric power is available to power operated devices and of the correct characteristics. 3.02 INSTALLATION A. Install hardware in accordance with manufacturer's instructions and applicable codes. B. Use templates provided by hardware item manufacturer. C. Do not install surface mounted items until finishes applied to substrate are complete. D. Install hardware on fire -rated doors and frames in accordance with code and NFPA 80. E. Mounting heights for hardware from finished floor to center line of hardware item: As listed in Schedule, unless otherwise noted: 1. For steel doors and frames: Comply with DHI "Recommended Locations for Architectural Hardware for Steel Doors and Frames." 2. For steel doors and frames: See Section 081113. 3. For wood doors: Comply with DHI "Recommended Locations for Architectural Hardware for Wood Flush Doors." 4. Wood doors: See Section 081416. 3.03 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 014000. B. Provide an Architectural Hardware Consultant to inspect installation and certify that hardware and installation has been furnished and installed in accordance with manufacturer's instructions and as specified. 3.04 ADJUSTING A. Adjust work under provisions of Section 017000. B. Adjust hardware for smooth operation. C. Adjust gasketing for complete, continuous seal; replace if unable to make complete seal. 3.05 CLEANING A. Clean adjacent surfaces soiled by hardware installation. Clean finished hardware per manufacturer's instructions after final adjustments has been made. Replace items that cannot be cleaned to manufacturer's level of finish quality at no additional cost. DOOR HARDWARE Print date: 12/12/2013 087100 - 10 S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue 3.06 PROTECTION A. Protect finished Work under provisions of Section 017000. B. Do not permit adjacent work to damage hardware or finish. HARDWARE SETS GENERAL These Hardware Sets indicate requirements for single doors of that type, with conditional requirements for pairs and other situations. Pairs of Swinging Doors: Provide one of each specified item on each leaf unless specifically stated otherwise. Treat pairs as two active leaves unless otherwise indicated. LIST of HARDWARE GROUPS Hdw Set #2 Door: 21A2, 21A3, 21A5, 21A6, 21B8, 22A8, 22B8, 23A1, 23A5, 24A1, 24A3, 24A5, 25A1, 26A2, 21B3, 21C4 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Lock (Entry) MO 5407LN 1210 Less Core 626 (LO -1) Yale Core 1210 626 (CY-3) Yale Door Stop RM851 US26D (ST -1) Rockwood Silencer SR66-WHT (SI -1) Ives Coat Hook RM803 US26D (OT -4) Rockwood Hdw Set #2A Door: 23H3, 22H3 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Cylindrical Lock MO 5407LN 1210 Less Core 497 1 3/4" Lip 626 (LO -18) Yale Core 1210 626 (CY-3) Yale Door Stop RM851 US26D (ST -1) Rockwood Silencer SR66-WHT (SI -1) Ives Coat Hook RM803 US26D (OT -4) Rockwood DOOR HARDWARE Print date: 12/12/2013 087100 - 11 .S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue Hdw Set #3 Door: 21C3, 22C3 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Flush Bolt FB458 626 (BO -3) Ives Flush Bolt FB458-24" 626 (BO -4) Ives Dust Proof Strike DP2 626 (BO -5) Ives Lock (Storeroom) MO 5405LN 1210 Less Core 626 (LO -2) Yale Core 1210 626 (CY-3) Yale Surface Overhead Holder 9-326 630 (OH -4) Rixson Silencer SR66-WHT (SI -1) Ives Hdw Set #4 Door: 21A8, 23A8, 25A2, 26A1, 21A1, 22A2, 23A2, 24A2, 21B2, 22B2, 24B2, 23B3 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Cipher Lock 5021-M WL 626 (LO -17) Kaba Ilco Core 1210 626 (CY-3) Yale Concealed Closer 3131 BUMPER AL (CL -5) LCN Closers Door Stop RM851 US26D (ST -1) Rockwood Silencer SR66-WHT (SI -1) Ives Hdw Set #4A Door: 21H3, 24H3 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Cipher Lock 5021-M WL 626 (L0-17) Kaba Ilco Strike 497 1 3/4" Long Lip 626 (LO -19) Yale Core 1210 626 (CY-3) Yale Surface Closer 7500 SNB 689 (CL -3) Norton Door Stop RM851 US26D (ST -1) Rockwood Silencer SR66-WHT (SI -1) Ives Hdw Set #5 Door: 22B 1, 22D6 DOOR HARDWARE Print date: 12/12/2013 087100 - 12 .S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Lock (Storeroom) MO 5405LN 1210 Less Core 626 (LO -2) Yale Core 1210 626 (CY-3) Yale Surface Closer 7500 SNB 689 (CL -3) Norton A Mount on elec. room side. Door Stop 441 CU US26D (ST -2) Rockwood Gasketing S44W 20' (GA -1) Pemko Hdw Set #5A Door: 24B8 Hinge T4A3786 5" x 4-1/2" US26D (HI -3) McKinney Lock (Storeroom) MO 5405LN 1210 Less Core 626 (LO -2) Yale Core 1210 626 (CY-3) Yale Surface Closer P7500 SNB 689 (CL -2) Norton A Mount on elec. room side. Wall Stop 403 US26D (ST -4) Rockwood Door Bottom 4131CPKL 48" (DB -2) Pemko Perimeter Gasket 2891APK 48" X 96" (DB -3) Pemko Hdw Set #5B Door: 23A6 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Lock (Storeroom) MO 5405LN 1210 Less Core 626 (LO -2) Yale Core 1210 626 (CY-3) Yale Surface Closer P7500 SNB 689 (CL -2) Norton A Mount on elec. room side. Wall Stop 403 US26D (ST -4) Rockwood Door Bottom 4131CPKL 36" (DB -1) Pemko Perimeter Gasket 2891APK 36" X 96" (DB -4) Pemko Hdw Set #6 Door: 23C7 DOOR HARDWARE Print date: 12/12/2013 087100 - 13 ` S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue Hinge Rim Exit Device Core Cylinder Surface Closer Door Stop Gasketing Silencer Note: Note: Note: Note: TA2714 4-1/2" x 4-1/2" US26D 7100 -36 MO626F 630 1210 626 1193 626 7500 SNB 689 RM851 US26D S44W 20' SR66-WHT Elec. strike by others Card reader (Both sides) by others Local alarm by others Door contact by others (HI -4) McKinney (ED -1) Yale (CY-3) Yale (CY-4) Yale (CL -3) Norton (ST -1) Rockwood (GA -1) Pemko (SI -1) Ives (EC -4) Misc. (EC -7) Misc. (EC -8) Misc. (EC -9) Misc. COORDINATE WITH ACCESS CONTROL ABOUT HOW THIS OPENING NEEDS TO WORK. Hdw Set # 7 Door: 25B2 Hinge 218B US26D (HI -5) SOSS Invisible Hinges Latch Set MOR 8828FL 626 (LO -13) Yale (No trim on the outside) Concealed Closer 3131 BUMPER AL Silencer SR66-WHT Hdw Set #8 (NOT USED) Hdw Set #9 (NOT USED) Hdw Set #10 Door: 21C2, 23B2 Note: All hardware by others. (Glass Sub) (EC -5) Misc. Note: Card reader by others. (EC -6) Misc (CL -5) LCN Closers (SI -1) Ives DOOR HARDWARE Print date: 12/12/2013 087100 - 14 S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue Hdw Set #12 Door: 21C8, 22C8 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Passage set MO 5401LN 626 (LO -4) Yale Door Stop RM851 US26D (ST -1) Rockwood Silencer SR66-WHT (SI -1) Ives Hdw Set #12A Door: 24A6, 23B8 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Passage set MO 5401LN 626 (LO -4) Yale Concealed Closer 3131 H -BUMPER AL (CL -6) LCN Closers Door Stop RM851 US26D (ST -1) Rockwood Silencer SR66-WHT (SI -1) Ives Hdw Set #13 Door: 21B5, 21B6, 2106, 22A5, 22A6, 22B3, 22B6, 22C6, 23B6 Housing 2221x 2130 626 (CY-2) Yale Core 1210 626 (CY-3) Yale Note: All hardware by others. (Glass Sub) (EC -5) Misc. Hdw Set #14 Door: 21H7, 22H7 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Push Plate 70C US32D (PP -6) Rockwood Door Pull 106 x 70C US32D (PP -8) Rockwood Surface Closer 7500 SNB 689 (CL -3) Norton A Mount restroom side. Kickplate K1050 8" x 34" US32D (KP -1) Rockwood Door Stop 441 CU US26D (ST -2) Rockwood Silencer SR66-WHT (SI -1) Ives DOOR HARDWARE Print date: 12/12/2013 087100 - 15 • ' 522198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue Hdw Set #15 Door: 23H7 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Lock (Storeroom) MO 5405LN 1210 Less Core 626 (LO -2) Yale Core 1210 626 (CY-3) Yale Surface Closer 7500 SNB 689 (CL -3) Norton A Mount on the jan. room side. Door Stop 441 CU US26D (ST -2) Rockwood Gasketing S44W 20' (GA -1) Pemko Hdw Set #16 Door: 21G3 Lock (Storeroom) MO 5405LN 1210 Less Core 626 (LO -2) Yale Core 1210 626 (CY-3) Yale Note: Re -use existing hardware (EC -1) Misc. Card Reader Card reader by others. (EC -2) Misc. Note: Elec. strike by others (EC -4) Misc. Hdw Set #17 Door: 23C3 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney Roller Latch and Strike 1559 x 1559B 626 (LO -16) Trimco Push Plate 70C US32D (PP -6) Rockwood Door Pull 106 x 70C US32D (PP -8) Rockwood Surface Closer P7500 SNB 689 (CL -2) Norton ^Mount on 214d hallway side. Door Stop 441CU US26D (ST -2) Rockwood Silencer SR66-WHT (SI -1) Ives Hdw Set #18 Door: 22A7, 22C4, 23A7, 23C4 Hinge TA2714 4-1/2" x 4-1/2" US26D (HI -4) McKinney DOOR HARDWARE Print date: 12/12/2013 087100 - 16 S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue Roller Latch and Strike Pull Concealed Closer Gasketing Hdw Set #19 (NOT USED) Hdw Set #20 Door: 21B1 Continuous Hinge Passage set Surface Closer Door Stop Threshold Gasketing Gasketing 1559 x 1559B 626 (LO -16) Trimco RM3301-36" OVERALL BTB 630 (PP -10) Rockwood 3131 BUMPER AL (CL -5) LCN Closers S44W 20' (GA -1) Pemko CFM83HD1 MO 5401 LN P7500 SNB 441 CU 171A 36" S44W 20' 18061CNB 36" EXISTING DOOR WITH OUT CARD READER. ADD NEW ADA COMPLIANT HARDWARE Hdw Set # 21 Door: 21A7 Continuous Hinge CFM83HD1 Lock (Storeroom) Core 1210 Surface Closer 7500 SNB Door Stop RM851 Gasketing S44W 20' Silencer SR66-WHT Note: Elec. strike by others 626 689 US26D MO 5405LN 1210 Less Core 626 Note: Note: Note: DOOR HARDWARE Print date: 12/12/2013 (HC -1) Pemko (LO -4) Yale (CL -2) Norton (ST -2) Rockwood (TH-1) Pemko (GA -1) Pemko (GA -3) Pemko (HC -1) Pemko (LO -2) Yale 626 (CY-3) Yale 689 (CL -3) Norton US26D (ST -1) Rockwood (GA -1) Pemko (SI -1) Ives (EC -4) Misc. (EC -7) Misc. (EC -8) Misc. (EC -9) Misc. Card reader (Both sides) by others Local alarm by others Door contact by others 087100 - 17 S22198.00 B9-120.2 Airline Operational Experience Office Build Out 12.12.13 100% CD Issue STAIR DOOR WITH CARDREADER COORDINATE WITH ACCESS CONTROL ABOUT HOW THIS OPENING NEEDS TO WORK. END OF SECTION DOOR HARDWARE Print date: 12/12/2013 087100 - 18 FILE COPY Submittal No. 50 Project Boeing ASIC 9-120 Issued to Attention Phone Fax Scope T.I. Date 12/18/2013 ZGF Architects 925 4th Ave. Seattle Wa 98104 Gilbert Recla The following submittals are transmitted for your review. Please revi SUBMITTAL TRANSMITTAL 9725 East Marginal Way S Tukwila, WA 98108 T: 206.622.0500 F: 206.343.5585 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila v$&i l rDliVISINr to indicated. COPIES SECTION DESCRIPTION SUB/SUPPLIER DATE RESPONSE STATUS SUBMITTED DUE 095443 Stretched Fabric Ceiling Systems 1 Ribbon Frame and Connection - Shop Drawings and Associated Structural Calculations WARPCOPR 12/18/2013 12/20/2013 DEFINITION OF STATUS APR Submittal is APPROVED AS NOTED, please proceed with fabrication and notify us of your lead time. REJ Submittal is REJECTED, please revise and resubmit. REMARKS Contractor's Signature Roman McNaughton REVIEW AS NOTED Responsibility for full compliance with all contract requirements remains with the subcontractor or supplier making this submittal Job No.S1_ Submittal No. 50-095443-00 Lease Crutcher Lewis WA, LLC By: is Date:, 12/18/2013, RECEIVED CITY OF TUKWILA File: ZGF Architects Submittal File: 095443 - 50 Job No: S13142 PERMIT CENTER JAN 3 1 2014 No Exception Taken El Make Corrections Noted Rejected 0 Revise & Resubmit 0 Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades and the satisfactory performance of his work. Date: :12/19/13 • ` COFFMAN ENGINEERS By. Brian Walkehhauerr, • p(2,---03SZ CO�tE9�CTl�fid BPAfrOO( LTR# WiNI§ Submittal No. 50 SUBMITTAL TRANSMITTAL Project Boeing ASIC 9-120 Scope T.I. Date 12/18/2013 9725 East Marginal Way S Tukwila, WA 98108 T: 206.622.0500 F: 206.343.5585 REMARKS Signed Date File: ZGF Architects Submittal File: 095443 - 50 Job No: S13142 ?: ENGINEERING B & T RESIGN & ENGINEERING, INC. P.O. Box 595 • Issaquah, WA 98027 • Phones: 425-557-0779 • Fax: 425-557-0765 STRUCTURAL FABRIC : RIBBON FRAME SUSPENSION & ANCHORAGE CALCULATIONS FOR BOEING AVIATION SERVICES INNOVATION CENTER SEATTLE, WASHINGTON FABRICATOR: WARP CORP. 631 SOUTH 96TH STREET SEATTLE, WASHINGTON 98108 (206) 764-1041— OFFICE; [PROJECT MANAGER: JAY CONNOLLY] DECEMBER 17, 2013 — SUBMITTAL. (B.& T JOB NO. 13147.0] l: ENGlNEEI UNG 425-557-0779 PROJECT t!.2 I'° All? i DESCRIPTION 4 -'-4CS.b77> SHEET NO. 4 ' I OF DESJ • 1 DATE_ CHK JOB NO. 147 L Boeing Aviation Services Innovation Center tension fabric ribbon El frame detail (S = 42.1- fix ti% .5 ? centerline length 158'8" 151 total weight htfor frame, fabric, & rigging hardware -595 lbs. 28 rig points at frame/ 40 connections at ceiling frame breaks down into 22 sections 14141111 ;�alrAgr ewe:.® •".4111111 "Or - 138' -9 '5/8" Project Name: Boeing Aviation Services Innovation Center Drawing Name: tension fabric ribbon El frame detail Sheet #: 2 Drawing Date: 12.132013 Status: for approval Thn rnnr"rlr...+in r.... ,.L...rir... v.f. +W:..A.............• :.. .....L.74a1...7-...:a6.....a ,au.► 631' South 96th' Street Seattle, WA 98108 phone -206.764.1041 fax -206.767.3745 www warni:whihite rtnm Boeing Aviation Services Innovation Center tension fabric ribbon E2 frame detailr.4. 561 [1-11-1;( 1 1.5 centerline length -137'6°L— 1 p G total weight for frame, fabric, f rigging har • ware- 67 • s. 21 rig points at frame/ 31 connections at ceiling frame breaks down into. 24 sections 84'-1 3/8" 97-0 3/4" Project Name: Boeing Aviation Services Innovation Center Drawing Name: tension fabric ribbon E2 frame detail Sheet #: 3 Drawing Date: 12.13.2013 Status: for approval 631 South 96th Street Seattle, WA 98108 phone -206.764.1041 fax -206.767.3745 Boeing Aviation Services Innovation Center tension fabric ribbon E3 frame detail 1.5 I 1411's centerline length -76'7" 10; total weight for frame, fabric, & rigging hardware -312 lbs. 15 rig points at frame/ 22 connections at ceiling frame breaks down into 13 sections -5_115Z8 allit:174W.11111111111111111111111101111111111111111111100011111111910 rittl-.11116,,N111,211111 1.7- MA* 17.1..411i74K410•',..% Project Name: Boeing Aviation Services Innovation Center Drawing Name:tension fabric ribbon E3 frame detail Sheet #: 4 Drawing Date: 12.13.2013., Status: for approval • • 631 South 96th Street Seattle, WA 98108 phone -206.764.1041 fax -206.767.3745 `Boeing Aviation Services Innovation Center tension fabric ribbons typical frame section detail illustration each ribbon frame breaks down Into welded section no larger than 10'x10'x4'. • • • .• • • • . • .• • . • existing unlstrut In ceiling pour . • •. • • • • • • • `• .. 4 3/16" steel nut spring . . • • •,•.�• • • , ' .. • `•• •- Lt X-CCMX steel ceiling clip powder»actua tastanar 6"xl" cast ceiling anchor A machine eyebolt ceiling anchor B 0.0625" diameter cable igi • Grtplock cab 16" tey sh ex head bol riveted 'x4" ale rig points every 8' dual cables for seismic restraint on alternaiting axis at spans no greater than 16' Project Name: Boeing Aviation Services Innovation Center typical frame section rig point open to redeye lemma @joint protruding ferrate tor section to section joint 2" diameter tubes CO rails, 1.5" diameter cross tubes, & 1" diameter center spreader. Drawing Name: typical frame section detail Sheet #: 5 Drawing Date: 12.13.2013 Status: for approval 6083 T832 alum seamless drawn tube w/ 0.0880" wa 631 South 96th Street Seattle, WA 98108 phone -206.764.1041 fax -206.767.3745 un.n., t.s vanvktkita. ~s .. wan con Boeing Aviation Services Innovation Center tension fabric ribbons typical frame section detail illustration each ribbon frame breaks down into welded section no larger than 101x101x4' a A • existing unIstnit In Ceiling pour. a a A A. 5/16" steel nut spring 167x1" cast ceiling anchor A ,machine eyebolt X-CCMX steel ceiling clip • 7 A A A A A A.a calling.anchork3 powder -aqui fastener cvp 0.0623" diameter cable • Griplock cat 5/16" nylon lock ri Iraj 16" • or typical rig poin 5/16"x2" st x beadsbc a riveted "x4" sl rig points every 8' dual cables for seismic restraint on alternaiting axis at spans no greater than 16' Project Name: Boeing Aviation Services Innovation Center pical frame section open to recieve ferrule @Joint protruding ferrule for section to section Joint 2" diameter tubes @ rails, 1.5" diameter cross tubes, at 1" diameter center spreader. Drawing Name: tension fabric ribbons frame detail Sheet #: 5Drawing Date: 12.04.2013 Status: for approval _ -t-••••••:••••"1 e • ....at.. I • - :ope 1.87 6063 T832 alum seamless drawn tube w/ 0.0580" vs 3/8" solid bead leaf spring snap button 3/16" button head steel rivet *Da 631:::SoLith 9.6th:Steset Seattle, VA56188 1 phOne,206:764.1041, .faX4206.7673745- ' coni LANDMANN Wire Rope Products, Inc. 4301B Industry Dr. East, Fife, WA 98424 Ph: (253 or 877) 926-3500 Fax (253) 926-2510 T es tina certificat!pn Report Test Certificate No. 149 0755 Description of Item Being Tested: 5/164'2.1/4 Shoulder Nut Eyebolt Mill PO Number: it 1.4907• Quantity: 1 Date of Test: Nov, 5th, 2 008 Specified Breaking Strength: 60005S Load at which Sample Broke: 6900Les Safe Working Load: 1200LSS Chemical Composition (%) Si 1 Mn I P 5 I Cr Ni Cu 0.019 I 0.013 0.16 0.16 .t 0.25 0.66 1 certify that the above particulars are correct, and that the examination end test werecared out by a competent person. .(Signature) _11/14/0e puelley Corol Meneqer Comments: PASS 5-27 5!16"-18 Full Nylon Insert Lock Nuts Grade 8, Plain Coarse. IteM.Specs, Finish Plain Grade. 13 , Materiel Steel Size 5/16' System of MeasurementInch Thread coarse Thread Pitch 16' Type Full Nylon Insert http://www.tacomascrew.com/Products/Nylon-Insert-Lock-Nuts/065-,105-1_4 12/3/2013 5/16"-18 •x 2-1/411 Hex Bolts —ASTM A307 Grade•A, Coarse Thread, Zinc, „ • 1 ; a Item Specs Diameter 5/16" Finish Zinc Grade A Head Hex Length 2 -114 - Material Steel Specificalion ASTA4 A307 System of Measurement Inch Thread Coarse Thread Pitch 18. 5116" x 718" x 5164" USS Flat Washers, Zinc; Item Specs Finish Zinc Material Steel 0.0. 7B Size 5116 Spedfication USS System of Measurementlnch Ttiidcness 55184' Type Flat hup://www.tacomascrew.com/Products/Flat-Washers/068-006-1_4 12/3/2013 \IN Plated -Steel Rivet • Coated Steel Mandrel • IFI Grade 30 Button ...ead 0 H E L Grip Range typical Uftlmate Rivet Dia. Drill No. & Head Dia. Head Height Rivet Length mindoanagOm Strength (Lbs.) AFS Nom. Inch Hole Size Nem. inch Max. Inch Max. 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Solid Head -Single End :Straight Spring Leg Snap Bu ttons Part No AC -171 AC Style Button Pon :Jo AC -171 r.D Da :365- ~D Hgt .560 .�•!igf Tn+ckness .025 Material ,d:n .530 Features - M n Pcurd Tubing I.D.. 1.05 max R cund TuvEnj ! D. 2.62 m:n Squire Tubing I.D. 1.05 1.1a, Square Tubing I.D. 2.62 Vj 13%.. 1\.411111x.1,11 V'.J .. �. 111%.4111 IA 1.•••....."1r1Vv1.16 w4.alll1 ',WM,. •' •1..1.•arv.. J 1 Home » Technical & Legal How It Works, Technical & Quality Control How It Works. Griplock® Grippers: aresophisticated in design but simple to use: • Insert the cable into the plunger and ,slide the gripper to the desired position. Where it stops it locks® • To re -adjust, simply depress the plunger With your fingertip and move the gripper to a new position. Release the plunger to lock. The 3- or 6 -ball gripping mechanism is spring-loaded and allows the gripper to move freely up the:.cable. It cannot move down unless theplunger is depressed: Whilethere is any weight: atall on the; gripper, the plunger cannot .be.:depressed. An optional "safety nut" or "safety cap" can be added to completely lock the mechanism in both directions: The Greater The Weight, The Sironger It Grips. Materials &. Finishes Cable Plunger 8cU Bearings Sprang --Pressure Pbte -- Glider Housing Griplock® Grippers are made of nickel -plated brass with a few exceptions. Internal mechanisms are comprised of brass and stainless steel. Type -50 and Type -80 Grippersare also available in a black zinc finish. Our Retail Display Grippers are finished in satin -chrome. Other finishes are available upon request. Griplock® Keyrings are made of anodized aluminum and come in several colors. http://www.griplocksystems.com/technicallegal/technical.cfm 12/4/201: NJ ..r.„ „��. a.. . UY.,....,.w.....* .,,111,“.”0.1,,tt4,,,..J.. • r . .,, • Thread Sizes Most Griplock® and Industrial/Zr Grippers have either internal or external threads to attach; them to -the object being suspended. The followingchart contains thread and KO (Knock -Out) size information that may be useful, particularly to our Lighting industry customers. Thread Size Thread Diameter Fixture KO Sizes Thread=Size 1:8IPS - 1;$.2TNPSIVI 3�a1PS = 3's 1e r�PSM 1J2IPS = 1r2-14 NPSM 10-32 114-20 318.16 .38" Ttuead3 Yameter Fixture KO Size M4 512" 3,16 M8 44'32" i" 14" M8 5:16" L 318' M10 3±/8" 7/16" M13 3 1;2- -M18 ;2 -M18 3 58" 11116' M20 2 .,32.. 13:1'6 About Aircraft Cable t 4 - Aircraft Cables, also known as wire ropes, have diameters ranging. from 1/32" to 1/4" and are composed of six steel strands wound around a seventh steel stranded core. This stranded 'steel core adds strength and crush -resistance to the cable. Aircraft cable is classified by the number of strands in the cable multiplied by the number of wires in each strand. For example, the notation 7x7 indicates that the cable has seven strands made up of seven wires in each strand. Similarly, the notation 7x19 indicates that the cable has seven strands made up of nineteen wires in each strand. The greater the number of wires, the greater the flexibly of the cable. Griplock® Cables are 7x7 or 7x19 galvanized or stainless steel (304 or 316) medium -to -high tensile strength aircraft cable NOTE: Aircraft cable was developed, and is still used today, to provide a direct mechanical link between an aircraft's- controls and its crucial and hard -to -reach control functions. http://www.griplocksystems.com/technicallegal/technical.cfm 12/4/201: Galvanized & Stainless Steel Aircraft Cable 4.15 Galvanized Aircraft Cable (also known as GAC) is composed of wires that, prior to stranding, have been. zinc -plated to prevent corrosion. These cables are an effective and economical alternative to stainless steel in mild environments. Griplock®'s standard stainless .steelcable is constructed of 304 Stainless Steel. 316 Stainless Steel is also available to add extra corrosion resistance, but it has lower break strength than 304 Stainless Steel cable. Both 304 Stainless Steel and Galvanized Aircraft. Cable have approximately the same break strengths. Cable Sleeves &.Terminals Sleeves and terminals (also known as stop -sleeves, stops, crimps and swages) are molded or crimped to" the end of a cable, allowing the cable to be captured by a cable coupler or other non-mechanical holder which attaches'the cable to a structure or fixture:. Zinc Die -Cast (ZDC) Terminals are molded to a cable end that has been "bird -caged", allowing the molten zinc to adhere to each individual wire. This technology has proven itself in the automotive and aviation industries. Griplock® Systems offers a comprehensive range of ZDC :terminals.. Swaged Terminals can be made of steel, stainless steel, aluminum or copper and come in a variety of shapes and sizes. Both types of Griplock® terminal are, guaranteed to hold the full published break weight of the cable. U.S. Wire Rope Specifications NOTE: Griplock® Systems does not recommend field -installing swaged terminals onto cable. Griplock® Systems waives any liability for accidents resulting from field- or non -factory -installed swages and terminals. Top of Page Griplock® vs. Griplock® Industrials/Cablefast Griplock® Grippers are designed and engineered by Griplock®. Produced by technically sophisticated manufacturers under Griplock®'s stringent Quality Control program, the shells and moving parts are machined to three decimal point specifications, assuring 100% reliability of performance. In addition to its own product line, Griplock® is the exclusive distributor in North and Central America and the Caribbean http://www.griplocksystems.com/technicallegal/technical.cfm 12/4120 4- I& for grippers manufactured by Reutlinger GmbH of Frankfurt, Germany. The Griplock® Gripper line ranges from Micro -Grippers for 1/32" cable to the new Type -120 Grippers for 1/2" cable, and encompasses over 400 different designs. GRIPLOCK® INDUSTRIAL/CABLEFAST® ZF GRIPPERS are born from our long experience in the cable suspension field. They are U.S designed and are built to Griplock®'s specifications. The product range is limited to the most commonly used grippers in the industry. They are designed and priced to compete in an increasingly budget -driven market, while giving engineers & specifiers more pounds of reliable pull -strength per dollar than any other gripper on the market. This group of grippers is designated by "ZF' at the beginning of their part numbers. Weight loads for ZF Grippers are lower than for Griplock® Grippers. Please refer to our Weight Load Chart specifically for ZF Grippers. Top of Page Quality Control As all manufacturers and installers know, suspending objects safely over people's heads is their first and most critical responsibility. At Griplock® Systems Safety is our number one concern. In our eyes each and every gripper is a precision -built machine. Failure is not an option. Griplock® Grppers: Prior to assembly, all individual Griplock® Gripper components are tested to meet ISO 9001 quality control standards. Before shipping to the U.S., every single assembled unit is inspected. Every production run, whether of existing parts, new designs or design revisions, undergoes its own meticulous testing regimen. Pull Test Equipment ZF Grippers are built to Griplock®'s specifications and undergo similar Quality Control procedures both at manufacture or upon arrival at our facility. All ZF Grippers are checked 100% and Griplock stands behind every one of them. Quality Assurance All Griplock® and ZF Grippers undergo a second rigorous inspection upon arriving at our U.S. facility. A percentage of every shipment, regardless of the vendor, is pull -tested to destruction and ongoing records of these tests are maintained and reviewed. Griplock® Cables are proof -loaded at manufacture to 60% of their published break strength. Upon arrival at our facility all cable batches are sampled and several cables out of each batch are pull -tested to destruction. Pull Test Equipment Top of Page Custom Designs Our engineers will design and build products to fit your specific application. In all cases of product and application development, line drawings and 3-dimensional interactive models from our SolidWorks drawing program are available. http://www.griplocksystems.com/technicallegal/technical.cfm 12/4/201 inimum Break Strength for IF Grippers and High Tensile Ga anii lirlplock Systems, Inc.: l:echni,cal.Specitication I'(:iriplock Wanly Control I tiriplock Systems Inc. rage D of NOTE: There may be consultation and/or engineering fees, in addition to other set-up charges associated With such development. Custom Kits Any combination of Griplock® products can be..pre-assembled, packaged and labeled according to the customer's specifications. Customers may supply their own parts and instruction material for inclusion in these kits: Pre-packaged kit prices are often lower than the cost of the individual components purchased "a la carte". SolidWorks drawings of custom kits are available -at no charge. For more information.contact the. Sales Team. Top of Page Weight Load Guidelines Weight Load Guidelines are located below and in the back pages of our catalog. They show minimum break -strengths for Griplock® and ZF Grippers in indoor chemical-freestatic-load and static -air applications. Only use cable & gripper combinations for which a minimum break -strength has been specified, eg. 1/16" cable with Type -15 Gripper. Minimum Break Strength tot Gripl4C10. Grippers and High Ten. 1 2,.•Gripper Typ y SwL 1_5 MINIMUM BREAK STRENGTH. 67.. 165 165 280: 300 450... a NMI 111111111111111111111.1111=1111M1 4.50 630, 674 MOM 630 MINIMUM BREAK STRENGTH _ 1:5 Ratio ' .ro,• - 125 DO NOT use'. with 1'64" cable 25 250 ` . DO NOT use with i i t 6' cable 50 0 325 652, .' :._ 475. 95 lirlplock Systems, Inc.: l:echni,cal.Specitication I'(:iriplock Wanly Control I tiriplock Systems Inc. rage D of NOTE: There may be consultation and/or engineering fees, in addition to other set-up charges associated With such development. Custom Kits Any combination of Griplock® products can be..pre-assembled, packaged and labeled according to the customer's specifications. Customers may supply their own parts and instruction material for inclusion in these kits: Pre-packaged kit prices are often lower than the cost of the individual components purchased "a la carte". SolidWorks drawings of custom kits are available -at no charge. For more information.contact the. Sales Team. Top of Page Weight Load Guidelines Weight Load Guidelines are located below and in the back pages of our catalog. They show minimum break -strengths for Griplock® and ZF Grippers in indoor chemical-freestatic-load and static -air applications. Only use cable & gripper combinations for which a minimum break -strength has been specified, eg. 1/16" cable with Type -15 Gripper. Minimum Break Strength tot Gripl4C10. Grippers and High Ten. 1 2,.•Gripper Typ y SwL 1_5 MINIMUM BREAK STRENGTH. 67.. 165 165 280: 300 450... a NMI 111111111111111111111.1111=1111M1 4.50 630, 674 MOM 630 uriplook systems, Inc. 1 ethnical Specification I tinplock Quality Control I tinplock Systems, Inc. rage o or currently undergoing UL testing. Griplock®'s Conductive Cable System is already UL listed. Weight load figures represent the breakage points in pounds when cables and grippers were pulled from opposite ends by a tension -testing machine under controlled conditions. Please note that WEIGHT LOAD FIGURES FOR ZF GRIPPERS ARE LESS THAN FOR GRIPLOCK® GRIPPERS. PLEASE MAKE SURE TO CONSULT THE APPROPRIATE WEIGHT CHART. Weight charts are not applicable to any other cable gripping product. In addition, even though Griplock® Systems supplies medium -to -high tensile strength cable, it recognizes that its grippers may be used with user -provided lower tensile strength cables, flawed cables, plastic -coated cables or cables of the incorrect diameter or construction. Therefore, Griplock® Systems strongly urges users to read, understand and abide strictly by the Weight Load Guidelines and other published warnings at all times. If in doubt, contact us. NOTE: Galvanized aircraft cable performs slightly better than stainless steel cable when tested with our grippers. The Numbers in the Weight Load Guidelines are deliberately conservative and do not differentiate between galvanized and stainless steel cable. NOTE: Weight Load Guidelines and other specifications are for illustration purposes only. They should not be construed as a warranty that the product or system will conform. Each purchaser is solely responsible for determining that (1) the product and/or system is suitable for the intended application and (2) that it complies with all federal, state and local safety and trade laws and regulations. Top of Page • How It Works, Technical & Quality Control • How It Works • Technical • Quality Control • Policies. Warranties & Liability Insurance • Policies • Warranties • Liability Insurance • Home • Lighting • Art Suspension • Display Systems • Rigging • Other Applications • Technical & Legal • About Us • Contact • Site Map • Griplock Systems, LLC Corporate Contact Information. • 1132 Mark Avenue, Carpinteria, CA 93013 • toll-free: 800.585.1505 • tel: 805.566.0064 • fax: 805.566.0065 • email: info(a.griplocksystems.com • • . PROPRIETARY AND CONFIDENTIAL he 4ri.?.CifiCCItiqt:S. aro tek'stt,,, 01 GNP tOC r,Yat CM,. Li C. an habs. terifaciuce4'cosi, iiiuoidII. I . . . . et opptruivs ...vt!ituutth. eiptc,ts writ.t.en WLOCr.SIVENIS,LLC 3/64" & 1 /l 6" Cable Nickel Plated Brass LMA IEFI41;: VARIOUS Nickel Plated Steel GRIPLOCK SYSTEMS 410 Palm Ave: loft A18 Carpinteria, C.A93 Phone (8051 566-0064 Fax (805) 566-006! , . PAP' twmat 15Z -1420-G HA DFSC,IPTION' Side Exit Gripper with Gated,* for 3/6'V & 1/16" 7x7 or 7x19 Ca , 4•747.r rl.ls.roPtc VI)" aila 1/2" t11'1,!..ri..2 Srstft DESIGN TORQUE (Ft -LBS.) 6 ese 1 emsare !to fleshes and colorations. SYS EMS r*, F-10 TI,omas1Betts mnArw.trenViii +UV.* • „ . United States Tel:$901.252.80001 4-?atir-in55.• 94 LANDMANN WIRE ROPt PRODUClt. Testing Certification Report Test Certificate No. Description of Item Being Tested: 5/16" x 1.1/8" SELF COLORED MACNINERY EYE BOLT Mill PO Number: 15242 Quantity: 1,000 pcs Date of Test: 7/16/09 Specified Breaking Strength: 4,000 lbs Load at which Sample Broke: 4,133 lbs Safe Working Load: 800 lbs Chemical Comoosition C Si Mn I P S Cr Ni Cu i Ti V 0.44 0.25 0.54 I 0.027 I 0.004 0.06 0.01 0.01 t0005 0.006 I certify that the -above particulars are correct and that the examination and test were carried out by a competent person: (Signature): Comments: (Date) 10/06/09 ality Control Manager 1818 01113retn Rci., Suite 148 • Burlingame, CA 94010 • 650-777-4210 • Fax 650-7774215 ICC EVALUATION Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -2184* Reissued june:1, 2011 This report is subject to renewal June 1, 2013. www.icc-es.orq .1 (800) 423-6587 I (562) 699-0543 ASubsidialy of the fhternatibilal Code Council® DIVISION: 0300 00—CQNCRETE, Section:03 16 00—Concrete Anchors DIVISION:.05 00 00—METALS Section: 05 05 23 --Metal Fastenings DIVISION: 09 00 00—FINISHES Section: 09 22 16.23—Fasteners REPORT HOLDER: HILT!; 5400 SOUT1-1122"0 EAST AVENUE TULSA, OKLAHOMA 74146 (890) 6794006 Www.us.hilti.coin HNATechnicalServicesehilti.com EVALUATION SUBJECT: -""--111;"••• HILTI LOW -V C ' • CLIP ASSEMBLIES 1.0- EVALUATION SCOPE. Compliance with the following codes:. In 2012 International Building code (I BC ) NI 2012 International ResidentialCode® (IRC) a 2009, 2006 and 2003 International Building Code® (IBC)* • 2009, :2006" and 2003 International Residential 'Code® (111C 'Codes indicated with an asterisk are addressed in Section Property evaluated; Structural 2.0 USES Huh low-velocitY powder-aatuated ceiling clip' assemblies are.used,as alternatives to cait=in-place anchors described in IBC Section1908 and, the welds and bolts used to attach materials to steel described in IBC Sections. 2204.1 and 2204.2, respectively. The Ceiling clip assemblies may also be used where an engineered design is submitted in accoroance with IRC Section R301.1.3. 3.0 DESCRIPTION 3.1 X -CC Ceiling Clip Assemblies: Each ceiling clip assembly consists of a steel angle (ceiling premounted on a powder -driven fastener. A typical assembly is illustrated in Figui-e 1: 'The powder -actuated tastenersare'-11-lilti X-C and •*-AL-H fasteners recognized in ESR -1663 or Hilti 'X -U fasteners recognized in ESR-2269'.."The ceiling clip is manufactured from carbon steel conforming to ASTM 11,653M grade SS275, .with a minimum Z180 coating; or .DIN EN 10346 S320QD with 2.200 -N -AQ; dieting. The clip 'measures inch wide (18 mm) and .0.0728 inch thick (1.85 mm). The 1118 -inches long (29 mm) leg has a hole with a diameter of 0.22- inch (5.6.mm) through which-the:powder:. actuated fasteners are installed. The 1 inch long (26.5 mm) leg has'a hole with a diameter of 0.43 inch Icing (11 mm) through which the ceiling wire is attached. -3.2 Substrate Materials: 3.2:.1 Normal -weight Concrete::NorMal-weight concrete must be stone aggregate and comply with IBC Chapter 19 or IRC Section R402..2. asapplicable The minimum concrete compressive strength at the time of fastener Installation is noted mi Table 2: Lightweight Concrete: Lightweight concrete must be sand lightweight complying with IBC Chapter .19.. :The minimum concrete, compressive strength at the time of fastener inStallation is noted in Table 3. 3.2.3 .Steel Deck: 'Panels: Steel deck panels must conform to a code referenced material- standard, with the minimum thickness and minimum yield strength noted in Table 3. See Figure 2 for panel configuration reOuirements. 3.2.4 Steel: Structural steel supports must comply- with the minimum strength requirements of ASTM A36, ASTM A572 Grade 50 or ASTM A992, and must have :the Minimum thickness, yield strength and tensile strength as shown in Table 4. 4.0 INSTALLATION 4.1 Design: 4.1.1 Allowable Loads: The allowable tension, shear and 45 -degree angle loads for ceiling clip assemblies installed in normal weight 'concrete are provided in Table 2. The allowable shear, tension and 45 -degree -angle loads for ceiling clip assemblies installed through steel :deck panels into sand lightweight concrete are provided in Table' 3. The allowable tension, shear and 45 -degree -angle loads for ceiling clip assemblies installed in structural steel are provided in Table 4. Thestress increases and load reductions described in IBC Section 1605.3 are not allowed for wind loads acting alone or when combined with gravity loads. No adjustment is allowed for vertical loads acting alone. Allowable loads apply to the connection of the X -CC Ceiling Clip Assembly to the base;material only. Design of the connection of the attached matenal to the clip angle must comply with the applicable requirements of the IBC. *Revised August 2012 (....".".... A '('-IX ErflitIO0IIIIRefVriS an m, tt. hi. cm:No.11;V qv rerre,cmusgaemheoc.: or Ittli' otheionranne., Itql vccoi.,,lly iiadre,,,,r n„:- ..ire they int' i-ttnyruett a.' on entInntnnenl 41r the •th*ef rs1 the rsrsrl;ri. a recarassientialial, !sir as i!.se. They is a. U'arrilliti..hi it 7 ' Et Iduatinot Semi', 1,17 '. :Ai ilt., Ilr :Iilldli,14 . !ie..* to any finding oral/it, flintier in tiqv lypoil...rerSiA .iiiinly product...0147,411,y the i4vi?.. Copyright ID 2012 Page 1 Of 4 !SR 2184 I Most Widely Accepted and Trusted 4.1.2 Seismic Considerations: 4.1.2.1 Use with Structural Components: Resistance to seismic loads is outside the scope of this report Therefore, the suitability of the Had X -CC Ceiling Clip Assemblies for use with structural components that are subjected to seism::: loads is outside the scope of this report 4.1.2.2 Use with Nonstructural Components: Seismic load resistance is outside the scope of this report, except when used with architectural, mechanical and electrical components described in Section 13.1.4 of ASCE 7, and as follows: • Concrete Base Materials: The X -CC Ceiling Clip Assemblies fastened to concrete may be used to support acoustical tile or lay -in panel suspended ceiling systems, distributed systems and distribution systems where the service load on any individual X -CC Ceiling Clip Assembly does not exceed the lesser of 90 lbf (400 N) or the published allowable load shown in Table 2 or 3, as applicable. • Steel Base Materials: The X -CC Ceiling Clip Assemblies fastened to steel may be used to support acoustical tile or lay -in panel suspended ceiling systems, distributed systems and distribution systems where the service load on any individual X -CC Ceiling Clip Assembly does not exceed the lesser of 250 lbf (1112 N) or the published allowable load shown in Table 4. 4.2 Installation: Installation procedures must be in accordance with this report and the Nati,. Inc. published installation instructions. A copy of these instructions must be available on the jobsite at all times during installation. Installation must be limited to dry, interior locations. Installation requires the use of a low-velocity powder - actuated tool in accordance with the Hilti. Inc. recommendations. Installers must be certified by Hilti and have a current Hilti-issued operator's license. Unless otherwise noted, where installation is in normal - weight or sand -lightweight concrete, minimum spacing between embedded fasteners must be 4 inches (102 mm), and minimum edge distance must be 3 inches (76 mm). Normal -weight concrete flat slab and sand -lightweight concrete over steel deck panel slab thicknesses must be a minimum of 11/2 inches (38 mm) greater than the fastener embedment at the point of penetration. Minimum distances from fastener centerline to rolled deck panel flute edges shall be as depicted in Figure 2. Installation in sand - lightweight concrete and composite deck panel must comply with Figure 2. Fasteners must not be driven until the concrete has reached the specified concrete strength as noted in Tables 2 and 3. When installation is in steel, minimum spacing between asteners must be 1 inch (25.4 mm) on center, and ninimum edge distance must be 1/2 inch (12.7 mm). CONDITIONS OF USE the Hilti Low -Velocity Powder -Actuated Ceiling Clip assemblies described in this report comply with, or are ;vitable alternatives to what is specified in, those codes isted in Section 1.0 of this report, subject to the following onditions: 3.1 The ceiling clip assemblies are manufactured and identified in accordance with this report. 3.2 Fastener installation complies with this report and the Hilti, Inc., published installation instructions. In the event of a conflict between this report and the Hilti. 5.3 Calculations demonstrating that the a. less than the allowable loads descril 4.1.1 must be submitted to the cc approval. The calculations and de prepared by a registered design profi required by the statues of the jurisdidi• project is to be constructed. 6.4 Refer to Section 4.1.2 for seismic consi 5.6 The use of ceiling dip assemblies is interior locations. 5.6 The use of ceiling dip assemblies installation in untracked concrete. Ci when 1 > f, due to service loads or defo 6.7 Installers must be certified by Hilti,. Int current, Hilti-issued, operator's license. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Accxri for Fasteners Power -driven into Concre: Masonry Elements (AC70) dated February 2 7.0 IDENTIFICATION Fasteners are imprinted with an 'H' on the dips are imprinted with 'Hite' and 'CC2T on leg. The packaging is labeled with the Paste manufacturer's name (Hilti, Inc.) and eve number (ESR -2184). 8.0 OTHER CODES 8.1 Evaluation Scope: In addition to the 2012 IBC and 2012 IRC Sections 2.0 through 7.0, the products de: report were evaluated for compliant requirements of the following codes: • 2009, 2006 and 2003 International Si (2009, 2006 and 2003 IBC) • 2009, 2006 and 2003 International Resi (2009, 2006 and 2003 IRC) 8.2 Uses: Hilti low-velocity powder -actuated ceiling d are used as alternatives to cast -in-place and in Sections 1911 and 1912 of the 2009 anc Section 1913 of the 2003 IBC, and the we used to attach materials to steel, described and 2003 IBC Sections 2204.1 and 2204.2 The ceiling dip assemblies may also be u: engineered design is submitted in accordano R301.1.3 of the 2009, 2006 and 2003 IRC, as 8.3 Description: 8.3.1 Ceiling Clip Assemblies: See Sectio 8.3.2 Substrate Materials: See Section 3.2 8.4 Design and Installation: 8.4.1 Design: 8.4.1.1 Allowable Loads: See Section 4.1.' 8.4.1.2 Seismic Considerations: 8.4.1.3 Use with Structural Components: 4.1.2.1. 8.4.1.3.1 Use with Nonstructural Compon load resistance is outside the scope of this r when used with architectural, mechanical components described in Section 13.1.4 of A; 8.4.2 Installation: See Section 4.2. 8.5 Conditions of Use: 'I•V1 ESR -2144 I Most Widely Accepted and Trusted 8.6 Evidence Submitted: 8.6.1 Data in "accordance with. AC70, dated February 2011. 1 8.6.2 Data in accordance with AC70, dated, October 2006. Page 3 of 4 87 Identification: See Section 7.0. TABLE 1 -X -CC CEILING CUP ASSEMBLY TYPES CEILING CUP ASSEMBLY FASTENER DIAMETER (inch) FASTENER SHANK LENGTH (inches) APPLICABLE. BASE: MATERIAL ._ 'Steel Normal Weight Concrete Lightweight: Concrete. Filled Steel Deck MINIMUM EMBEDMENT OF FASTENER IN CONCRETE (inches) RELEVANT ALLOWABLE' LOAD TABLE X-CC27 C27 '0.138 1.063 X X 1 2,3 X-CC27 C32 0.138 1.260 X X. 2, 3 X-CC27 U22 0.157 0.866: X' X: 2.4: X-CC27 U27 0.157 1.063 X 1 2.3 X-CC27 ALH22 0:157 0.866: 11 2 X--CC27 ALH27 0.177`, 1.063... X X. 1 2. 3 For SI: 1 Inch = 25.4 mm. TABLE.2—ALLOWABLE LOADS FOR. HILTI XCC CEILING CLIP ASSEMBLIES INSTALLED IN NORMAL -WEIGHT CONCRETE (Ibf)';2 CEILING CUP ASSEMBLY, CONCRETE COMPRESSIVE'STRENGTH` • 000 .s 6;000 psi Tension': Shear: 45 -Degree Tension Shear: 45 -Degree :. X-CC27. C27 X-CC27 C32 160 220. 205 270 210 to X-CC27 U22 80, 175 90 X-CC27 U27 160 205 210 . 125 205 150 X-CC27 ALH22 80 175 70 :X-CC27 ALH27 150 205 145 125. 205 130 For SI: 1: inch = 25.4 mm; 1 lbf = 4.4 N; 1 psi = 6895 Pa. 'Fasteners must not be driven until the concrete has reached the specified compressive strength: 'Concrete thickness.at.the point of penetration must be the embedment"depthplus 1'12 inches, minimum. TABLE 3 -ALLOWABLE LOADS FOR HILT! X -CC CEILING CLIP ASSEMBLIES INSTALLED IN STRUCTURAL SAND -LIGHTWEIGHT CONCRETE FILLED COMPOSITE STEEL DECK PANEL (lbf)' CEILING CLIP ASSEMBLY 3,000. psi CONCRETE COMPRESSIVE STRENGTH Lower Flute Upper Flute Tension .. ... Shear . 45 -Degree Tension :;Shear:. 45 -Degree X-CC27 C27– 50 .. 275:. - 120 . .:.105 285.. 240 X-CC27 C32 65'.. .325 130 130 . 325 265 X-CC27 U27 .. 150 •- 275 160. 170 285. .... 240 X-CC27 ALH27 - 70 240 145 160 240 . 240. For SI: 1 inch = 25.4 mm; 1 Ibf = 4.4 N; 1, psi = 6895 Pa. 'Fasteners must not be driven until the concrete has reached the specified compressive strength. Concrete thickness at the point of penetration must be the; embedment depth plus 1'g inches. minimum. 'Deck panel must be 3 -inch deep composite floor deck and have a minimum 0.0358 inch base -metal thickness and a minimum yield strength of 38.000 psi. TABLE 4—ALLOWABLE LOADS FOR HILTI CEILING CLIP ASSEMBLIES INSTALLED IN STEEL(Ibf)''2 CEILING CLIP ASSEMBLY STEEL THICKNESS (in.) 'll 218 Ili Tension . Shear 45 -Degree Tension Shear 45 -Degree Tension . Shear 45 -Degree X-CC27 U22 375 410 375 375 410 375 375 410 375 For SI: 1 inch = 25.4 mm. 1 Ibf = 4.4 N. 'The fasteners must be driven to where the point of the fastener penetrates through the steel base material.. 'Steel must comply with Section 3.2.4 of this report. 'Allowable load capacities are based on base steel with minimum yield strength (FY) of 36 ksi and minimum tensile strength (F„) of 58 ksi. January 22, 2014 • City of Tukwila Department of Community Development John S Murdoch PO Box 3707 M/C 89-14 Seattle, WA 98124 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D13-0388 BOEING #9-120 - 9725 EAST MARGINAL WY S Dear JOHN S MURDOCH, Jim Haggerton, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Dave Larson at 206-431-3678 if you have questions regarding these comments. 1. Please provide a door hardware schedule. 2. Please provide a structural design and details for the support of the ribbon structure shown on page A500. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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, I can be reached at 206-433-7165. Sincerely, r Marshall Technician File No. D13-0388 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 r PERMIT COORD COPY• PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-0388 DATE: 01/31/2014 PROJECT NAME: BOEING #9-120 SITE ADDRESS: 9725 EAST MARGINAL WY S Original Plan Submittal X Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Ci Iutlding Division Public Works n Fire Prevention Structural Planning Division nPermit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02/04/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ . Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/04/14 Notation: REVIEWER'S INITIALS: DATE: Permit'Center;Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire D Ping 0 PW D Staff Initials: 12/18/2013 imOWERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13 0388 PROJECT NAME: BOEING #9-120 DATE: 12/30/13 SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: n ((/ Building Division Public Works (%tA kvic, 141 Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 12/31/13 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 01/28/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 0 Departments issued corrections: Bldg 1'1' Fire D Ping 0 PW 0 Staff Initials. 12/18/2013 City of Tukwila REVISION.. UBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http:l/www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 31�TC_%fl`iolk'' ` I at ` f Plan Check/Permit Number: D13-0388 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Boeing #9-120 Project Address: 9725 East Marginal Wy S Contact Person: Summary of Revision: ervPig?.L.irre JAN 31 2014 ''EBMIT GtNTEA Phone Number: R0(- XIA197761AI throv6iblD Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0AI\ 11\ kt Entered in Permits Plus on C:\Users\Jennifer-m\Desktop\Revision Submittal Form.doc 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) LOHR, MICHAEL WOLTER, CHRISTOPHER READ, PAUL (End: 02/07/2013) SHRONTZ, F A (End: 02/07/2013) GIVAN, B E (End: 02/07/2013) KING, C G (End: 02/07/2013) BEIGHLE, D P (End: 02/07/2013) COLLINS, T J (End: 02/07/2013) BUDINICH, T M (End: 02/07/2013) WOODARD, R B (End: 02/07/2013) CRUZE, D D (End: 02/07/2013) CONDIT, P M (End: 02/07/2013) 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 License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971 — 01 /18/2015 Bond FEDERAL INS CO Bond account no. 81312466 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 01/14/2002 01/01/2002 httos://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 03/04/2014 A A S VICINITY \IAP PROJECT SITE FROM DOWNTOWN SEATTLE 7-127 KING COUNTY AIRPORT OFFICE CENTER (FM) 900 C3to a 2 99 EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE -TACOMA AIRPORT 599 TUKWILA FROM KENT & AUBURN 30E1 \G DEVELOP.NE\TAL CE\TES 900 NO SCALE RV B C S D BOFI \G SFV 9725 FAST V TKWLA, WAS =L0 AR NOVA. 9 DV G I\ O\ 20 \TAL CENTER AL WAY SOUT GTO\ 98108 AREA VAP 3UILDI\G ADDRESS: 9725 EAST NAKI\AL WAY SOUTH TU4WILA, WASHI\GTO\ 98108 9-52 O 9-06 0 UI 9-69 5�q 9 o 9-75 0 9-64 9-81 9-66 • s 60 9-67 9-120 BUIL I\ 09-156 G LOCATIO\ 9-110 PROJECT SITE immusik MFC 13-05 13-01 NO SCALE SEPARATE PERMIT REQUIRED FOR: etitiormicat iirglactdost numbing kliAlas Piping City of Tukwila BUILDING DIVISION R VISIONS "1 No changes shall bo m da a to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ENPAL \OTES 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 LEE LEI, 206-304-8415, 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. ▪ ROOMS LABELED PER OCCUPANCY PER I.B.C. TABLE 1004.1.2. ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. ® NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: El 1. TENANT IMPROVEMENT (STRUCTURAL): ❑ 5 SETS OF ARCHITECTURAL DRAWINGS o 5 SETS OF STRUCTURAL DRAWINGS o 5 SETS OF STANDARD DETAILS o 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 ❑ 3. MECHANICAL, 4 COMPLETE SETS. ❑ 4. FIRE PROTECTION/SPRINKLERS, 3 COMPLETE SETS. ® BRIEF PROJECT NARRATIVE: 23, 212 SF OFFICE TENANT IMPROVEMENT PROJECT ON 2ND FLOOR OF EXISTING 9-120 BUILDING IN TUKWILA, WA. NO CHANGE IN USE OR OCCUPANCY. PROJECT INCLUDES ENTRY/ RECEPTION, ENCLOSED OFFICES, MEETING ROOMS, OPEN OFFICE AREA AND A BREAK AREA. THE PROJECT ALSO INCLUDES NEW T ., ._ RESTROOMS AND RE®� ° �EI�E � • �� • - • • T-AN43* DESIGN TEAK OWNER: BOEING DEVELOPMENT 9725 EAST MARGINAL ® TUKWILA,WASHITIONNGTON LEE LEI, lee.lei3@boeing.com (206) 304-8415 AIRLINE SERVICES (CAS) SERVICES. INNOVATION CENTER (ASIC) SANDIFER . SUITE 2400 RECLA, gilbert.recla©zgf.com ELECTRICAL & PLUMBING: CENTER WAY SOUTH MANAGER81000NST8 ojala©coffman.com MICHEL SOTURA, sotura©coffman.com maxwell©coffman.com AgraPAEZAW gi...... USER GROUP: USER: ' COMMERCIAL PROJECT NAME: AVIATION DIRECTOR - MICHAEL ARCHITECTURAL: ZGF ARCHITECTS 925 4TH AVENUE, SEATTLE, WA 98104 (206) 623-9414. CONTACT: GILBERT STRUCTURAL, MECHANICAL, COFFMAN ENGINEERS STRUCTURAL: EMERY OLJALA, 1601 5TH AVENUE, SUITE 900 MECHANICAL & PLUMBING: SEATTLE, WA 98101 ELECTRICAL: BEN MAXWELL, (206) 623-0717 -C ODE SU N N R FOR EXITING ABY ANALYSIS OFOTENANTOIMPROV ME T SPEECIFIC TOETI IIS PECT H, LAND USE CODE CITY OF TUKWILA, WASHINGTON BUILDING CODES * CITY OF TUKWILA ORDINANCES AND ZONING * 2012 INTERNATIONAL * 2012 INTERNATIONAL BUILDING CODE (IBC) CONSERVATION/ * 2012 INTERNATIONAL FIRE CODE (IFC) ENERGY CODE * 2012 INTERNATIONAL MECHANICAL CODE (IMC) * ACCESSIBLE * 2012 NATIONAL ELECTRICAL CODE (NEC) AND FACILITEIS * 2012 INTERNATIONAL PLUMBING CODE (IPC) ADMENDMENTS, 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 TENANT IMPROVEMENT OF APPROXIMATELY BUILDING HEIGHT 55 FT. STORIES 3 OCCUPANT LOAD: NO CHANGES HANDICAPPED REQUIREMENTS BARRIER FREE FIRE PROTECTION ' ' FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS 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 EXIT WIDTH PROVIDED: STAIRS= 198 INCHES DOORS= 136 FIRE EXTINGUISHERS: TYPE: AMEREX MODEL 461, RATED 3A:40B:C, MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER MAXIMUM FLOOR AREA PER ' EXTINGUISHER ENERGY WASHINGTON STATE AND USABLE BUILDINGS WITH STATEWIDE ICC/ANSI ,A117.1-09 27,633 SQUARE FEET THROUGHOUT REVIEWED FOR cODE COMPLIANCE APPROVED ', FEB 19 2014 "' (Mt' City of Tukwila BUILDING DIVISION INCHES INCHES ' 6 LB CAPACITY. = 75 FEET, = 11,250 SF CITY OF TU <WILA BLAKET PERN IT # 13=001-3PA A P�1 r it o. Plan r view (=mai aI is subject 7f:11 of titructit n r F i cony a E pted { ,_.FJ rc & r f C i - 3V8IS' 0 PENNED crr�ro TUKWIIA f DEC 3 0 2013 pl.,... (11) S ...... to errors and omissions. documents does not a tboNi :o code or ordinance. Receipt I "nditi s i cknowiedged: teeF f/ & De)e ` z C p6_4( ,, r , / . BUILDING DIVISION City Of Tukwilab?p,..n000 PHASE II CONSTRUCTION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BRIG 9-120 FCS - SPL LABS J#1605420.1-02 DLR GROUP DR/LS 07.12.07 D 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.14.13 A 9-120 FCS - SPL LABS DCN#01 J#16054201-02 DLR GROUP LS/DR 07.25.07 E 9-120 ASIC - 60% SUBMITTAL ISSUE J#131174-00 ZGF TS 10.31.13 RECORD DRAWING J# 16054201-02 DLR GROUP LS 04.11.08 F 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.01.13 G 9-120 ASIC - 100% CD ISSUE J#131174-00 ZGF TS 12.12.13 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.04.13 Q,�BOE/NG' 9762 REGIS ERED C ECT A �.�%,� CHER I I' INGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER DATE 12.12.13 12.12.13 SUBTITLE TITLE SHEET CURRENT REVISION 131174-00 SYMBOL DATE. 12.12.13 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. DEV. CENTER. WA SHEET GQ JOB NO. 131174-00 COMP NO. DWG NO. 09 -120 -GO LEGEND/SYMBOLS MATERIAE SYMBOLS ABBREVIATFO\S GENERAL NOTES & AND JT JOINT © AT AB ANCHOR BOLT K KIP(S) ACP ACOUSTICAL CEILING PANEL KO KNOCK OUT ACT ACOUSTICAL CEILING TILE ADJ ADJACENT L LENGTH AFF ABOVE FINISHED FLOOR LB LAG BOLT AGG AGGREGATE LEN LENGTH AL ALUMINUM LF LINEAL FEET ALT ALTERNATE LL LIVE LOAD ALUM ALUMINUM LWR LOWER ANCH ANCHOR, ANCHORAGE MAIL MATERIAL APA AMERICAN PLYWOOD ASSOC. MAX MAXIMUM APPD APPROVED MB MACHINE BOLT APPROX APPROXIMATE MBR MEMBER ASTM AMERICAN SOCIETY OF MTL METAL TESTING MATERIALS MFR MANUFACTURE(R) BTWN BETWEEN MIN MINIMUM MISC MISCELLANEOUS BLKG BLOCKING ' MO • . MASONRY OPENING BOT BOTTOM MT MOUNT(ED) (ING) MTL METAL C CHANNEL CB CATCH BASIN N NORTH (COORDINATE) CC CENTER TO CENTER NF NEAR FACE CEM CEMENT NIC NOT IN CONTRACT CF CUBIC FEET NO. NUMBER CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED NOM NOMINAL CG CORNER GUARD NTS NOT TO SCALE CJ CONTROL JOINT CL CENTER LINE OA OVERALL CLG CEILING 0/C ON CENTER CLR CLEARANCE) OD OUTSIDE DIAMETER COL COLUMN OF OUTSIDE FACE COMP COMPRESS(ED) (ION) OFCI OWNER FURNISHED ' CONTRACTOR INSTALLED CONC CONCRETE OF01 OWNER FURNISHED OWNER INSTALLED CONN CONNECTION OPG OPENING CONST CONSTRUCTION OPP OPPOSITE, OPPOSITE HAND CONT CONTINUOUS, CONTINUE PAR PARALLEL CONTR CONTRACT(OR)ROUGH-IN PCC PRECAST CONCRETE CT CERAMIC TILE PCF POUNDS PER CUBIC FOOT CTSK COUNTERSUNK PERF PERFORATE(D) CY CUBIC YARD(S) PERIM PERIMETER 0,DIA DIAMETER PL PLATE DBL DOUBLE PLAM PLASTIC LAMINATE DEMOL DEMOLISH, DEMOLITION PLYWD PLYWOOD DEP DEPRESSED PNL PANEL DIA DIAMETER PREST PRESTRESS(ED) DIAG DIAGONAL PRF PREFORMED DIM DIMENSION PSF POUNDS PER SQUARE FOOT DL DEAD LOAD PSI POUNDS PER SQUARE INCH DN DOWN PT POINT, PAINT - DS DOWNSPOUT PVC POLYVINYL CHLORIDE DWG DRAWING R RADIUS (CURVATURE) E EAST (COORDINATE) R RISER EA EACH RB RESILIENT BASE EB . EXPANSION BOLT REF REFERENCE, REFER TO EF EACH FACE REINF REINFORCE(D) (ING) EJ EXPANSION JOINT REQ REQUIRE(D) (ING) EL ELEVATION REV REVISION(S), REVISED ELEV ELEVATION RH RIGHT HAND EQ EQUAL RO ROUGH OPENING EW EACH WAY EXIST EXISTING S SOUTH (COORDINATE) EXP EXPOSED SECT SECTION EXT EXTERIOR SF SQUARE FEET SHT SHEET FAS FASTEN(ER) SIM SIMILAR 5 FF FINISHED CEILING SQ SQUARE FF FACTORY FINISH SS SOLID SURFACING FF FINISHED FLOOR SST STAINLESS STEEL FGR FINISH GRADE ST STRUCTURAL TEE FH FIRE HYDRANT STD STANDARD FIN FINISH(ED) STL STEEL FND FOUNDATION STR STRUCTURAL FOC FACE OF CONCRETE SYM SYMMETRY,SYMMETRICAL FOF FACE OF FINISH SYS SYSTEM T&B TOP AND BOTTOM FDIC FURNISHED BY OWNER/ T&G TONGUE AND GROOVE INSTALLED BY CONTRACTOR TEMP TEMPORARY FO FINISHED OPENING THK THICK(NESS) FRO FOR REFERENCE ONLY TOC TOP OF CURB FT FOOT TOC TOP OF CONCRETE FTC FOOTING TOL TOLERANCE FUT FUTURE TOS TOP OF STEEL FV FIELD VERIFY GA GAGE TS STRUCTURAL TUBE CRFG GLASS FIBER REINFORCED GYPSUM TYP TYPICAL GALV GALVANIZED GC GENERAL CONTRACTOR UBC UNIFORM BUILDING CODE UC UNDER COUNTER UL UNDERWRITERS' LABEL GI GALVANIZED IRON UNO UNLESS NOTED OTHERWISE GR GRADE UPR UPPER GT GROUT GWB GYPSUM WALL BOARD VB VAPOR BARRIER VC VINYL COMP. TILE HDNR HARDENER VERT VERTICAL HDWD HARDWOOD 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 HS HIGH STRENGTH WD WITH HT HEIGHT W/ WITH W/O WITHOUT IBC INTERNATIONAL BLDG. CODE WWF WELDED WIRE FABRIC ID NSIDE DIAMETER ID INSIDE DIMENSION NOTE: REFER TO THE COLOR AND MATERIAL IF NSIDE FACE SCHEDULE, INTERIOR ELEVATIONS AND DOOR IN NCH SCHEDULE SHEETS FOR ADDITIONAL FINISH AND DESIGNATIONS/ABBREVIATIONS - INCLINCLUDED(D) (ING) 1. - OBTAIN & POST REQUIRED CONSTRUCTION PERMITS CONSTRUCTION. 2. VERIFY ALL EXISTING CONDITIONS AND NOTIFY CONDITIONS DIFFER FROM DESIGN DOCUMENTS. 3. THE SCOPE OF WORK INCLUDES ALL WORK THERE IS NO CLOUD ON A SHEET THE ENTIRE (WHETHER CLOUDED OR NOT) REFERRED TO (I.E. - A SECTION OR DETAIL SYMBOL THAT THE SCOPE EVEN WHEN THE ACTUAL SECTION 4. KEEP ALL AREAS UNDER CONSTRUCTION CLEAR CONSTRUCTION MATERIALS AND EQUIPMENT IN MANAGER. 5. VERIFY DIMENSIONS AND CONDITIONS SHOWN WORK OF VARIOUS TRADES MEETS APPROPRIATELY. SPECIFICATIONS TO THE ATTENTION OF THE DISCOVERY. THE CONTRACTOR SHALL ADVISE RECOMMENDATIONS TO RESOLVING POTENTIAL INFORMATION (RFIs). 6. CONFORM ALL WORK TO APPLICABLE CODES, 7. COMPLY WITH THE BOEING PROJECT CONSTRUCTION REGULATIONS. 8. PROVIDE, AS IF DRAWN IN FULL, REPETITIVE 9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FINISH, AND TO THE CENTERLINE OF COLUMNS, 10. DOOR OPENINGS ARE 6" FROM ADJACENT WALLS OTHERWISE. 11. PARTITIONS SHALL RUN FULL HEIGHT, FROM OTHERWISE. 12. PLANS WHICH APPEAR AS "BACKGROUNDS" ON ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING BACKGROUNDS SHALL NOT BE USED FOR PORTIONS . TITLE OF EACH SHEET. REFER TO THE APPROPRIATE 13. COORDINATE THE WORK OF ALL TRADES. . REFER ELECTRICAL 'DRAWINGS IN DETAIL FOR COORDINATION REQUIREMENTS FOR EQUIPMENT FURNISHED 14. PROVIDE MANUFACTURERS INSTALLATION INSTRUCTIONS WHENEVER SUCH INSTRUCTIONS ARE REFERENCED 15. CONTRACTOR SHALL COORDINATE WITH THE BOEING WHERE CONTRACTOR MAY STORE SALVAGED AND WHERE MATERIALS TO BE STAGED BY BOEING 16. SYMBOLS SHOWN ON MATERIALS LIST ARE NOT AND SEE CONSTRUCTION NOTES FOR MATERIAL 17. WHERE EXISTING WORK IS DAMAGED, CUT OR NEW WORK, THE CONTRACTOR IS TO PATCH REPAIRED FINISHES SHALL BE EXTENDED TO CEILING LINES, TOP OF BASE, CHANGE IN MATERIAL 18. ALL RECESSES LOCATED WITHIN FIRE RATED FIRE RATING OF THE PARTITION. 19. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE COMPONENTS. SEE THE REFLECTED CEILING DISCIPLINE SHEETS FOR ALL INFORMATION ABOUT ON ARCHITECTURAL REFLECTED CEILING PLANS. 20. PROVIDE CLOSURE, MEETING THE REQUIREMENTS RATED FLOORS, SHAFTS AND BUILDING PARTITIONS MECHANICAL, ELECTRICAL, AND OTHER ITEMS. 21. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW DRAWINGS FOR CUTTING AND PATCHING WORK ARCHITECTURAL DRAWINGS. 22. AT METAL STUD PARTITIONS, STUDS ARE TO DO SO, DUE TO INTERFERENCE WITH NEW OR STRUCTURE ABOVE TO PROVIDE FOR EQUIVALENT METHOD TO ARCHITECT FOR REVIEW. ALL FIRE THEIR RATING FROM FLOOR TO UNDERSIDE 23. PROVIDE 'ACCESS DOORS AS INDICATED OR AS SUBCONTRACTORS EXACT LOCATIONS OF ACCESS FOR ALL CONCEALED VALVES, DAMPER CONTROLS, AND ELECTRICAL DEVICES OR ACCESSORIES. SUBMITTED TO THE ARCHITECT FOR REVIEW EQUIPMENT: 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY CODES, REGUALTIONS AND BOEING REQUIREMENTS. 25. THE CONTRACTOR SHALL RETAIN A FIRE PROTECTION DETERMINE/DESIGN THE MODIFIED FIRE SPRINKLER ENGINEER SHALL STAMP, SEAL AND CERTIFY CODES AND REGULATIONS. CONTRACTOR SHALL OF SAID ENGINEER'S DESIGN. 26. THE CONTRACTOR SHALL RETAIN AN ELEVATOR EQUIPMENT ROOM, EQUIPMENT LAYOUT AND WASHINGTON CODES AND COMPLIANCE. FULLY INSTALLATION. 27.' AT LOCATIONS WHERE STRUCTURE, PIPING, DUCTWORK, ARE EXPOSED TO VIEW, CONTRACTOR SHALL CONTINUOUS CAULKING AROUND MEMBER AND PENETRATIONS. ' FROM THE CITY OF TUKWILA THE BOEING PROJECT CONSTRUCTION. WITHIN THE CURRENT REVISION SHEET IS IN THE SCOPE OF FROM WITHIN A CLOUD IS INCLUDED LIES WITHIN A CLOUD ON A PLAN OR DETAIL DRAWN ON THE OF DEBRIS CAUSED BY THIS AREA DESIGNATED BY THE BOEING ON THE DRAWINGS AND ENSURE BRING DISCREPANCIES BOEING PROJECT CONSTRUCTION BOEING, SUMMARIZE THE SITUATION CONFLICTS PRIOR TO SUBMITTING REGULATIONS AND INDUSTRY MANAGER FOR CONSTRUCTION FEATURES NOT FULLY, SHOWN FACE OF MASONRY AND/OR UNLESS OTHERWISE NOTED. OR CENTERED IN ROOM FLOOR TO FLOOR ABOVE UNLESS CIVIL, STRUCTURAL, PLUMBING, GENERAL PLAN CONFIGURATION. OF THE WORK OTHER SHEET FOR EACH SPECIFIC TO ARCHITECTURAL, STRUCTURAL, OF SPECIFIC TRADE REQUIREMENTS. BY CONTRACTOR OR TO THE BOEING PROJECT IN THE CONSTRUCTION PROJECT CONSTRUCTION MATERIALS TO BE REUSED IN ARE TO BE LOCATED. ALWAYS USED IN DRAWINGS. CALLOUTS. DEFACED AS A RESULT OF DEMOLITION AND REPAIR THE EXISTING TO THE NEAREST VISUAL BREAK OR SIMILAR. PARTITIONS SHALL BE CONSTRUCTED THE FINAL LOCATIONS PLANS FOR LOCATIONS OF ITEMS THE MECHANICAL AND ELECTRICAL OF GOVERNING FIRE AUTHORITIES, AND ALL PENETRATING OF THE STRUCTURAL, MECHANICAL WITHIN THE BUILDING, BEYOND EXTEND FROM FLOOR TO FLOOR EXISTING DUCTS, PIPING, ETC., SUPPORT OF PARTITION; RATED PARTITIONS SHALL OF STRUCTURE ABOVE, U.N.O. NECESSARY AND VERIFY WITH REQUIRED BY THEIR WORK. FIRE DAMPER LINKAGES, LOCATIONS AND SIZES OF EXPOSED PRIOR TO INSTALLATION OF THE SAFETY IN THE AREA OF WORK ENGINEER LICENSED IN SYSTEM LAYOUT WITHIN THAT HIS/HER DESIGN IS IN COORDINATE ALL NECESSARY CONSULTANT TO CERTIFY THAT HYDRAULIC/ELECTRICAL ROUTING COORDINATE WITH ARCHITECT CABLETRAY, OR CONDUIT COPE AS CLOSELY AS POSSIBLE PAINT OR PROVIDE ESCUTCHEONS REVIEWED FOR CODE COMPLIANCE APPROVED A' FEB 19 2014 , PRIOR TO COMMENCING MANAGER SHOULD CLOUD(S) ON EACH SHEET. IF WORK. INFORMATION OR WORK IN THE SCOPE OF WORK VIEW SHEET IS INCLUDED IN DETAIL SHEET IS NOT CLOUDED.) SCOPE OF WORK. STORE PROJECT CONSTRUCTION THAT. THE JOINING OF THE ON THE DRAWINGS OR IN MANAGER IMMEDIATELY UPON AND PROVIDE ANY REQUESTS FOR STANDARDS. AREA AND SECURITY OR NOTED ON THE DRAWINGS. CONCRETE WALLS, FACE OF WALL, UNLESS DIMENSIONED SHOWN OR NOTED HVAC, ELECTRICAL DRAWINGS SUCH THAN THAT PERTAINING TO THE PORTION OF THE WORK. MECHANICAL AND COORDINATE ALL BY OTHERS FOR THIS PROJECT. CONSTRUCTION MANAGER NOTES. MANAGER FOR STAGING AREAS LATER PARTS OF THIS PROJECT VERIFY EXISTING MATERIAL OR PERFORMANCE OF MATCH ADJOINING SURFACES. LINES SUCH AS CORNERS, - TO MAINTAIN REQUIRED OF MECHANICAL AND ELECTRICAL IN THE CEILING; SEE COMPONENTS INDICATED BETWEEN ALL FIRE DUCTS, PIPES, CONDUIT, AND ELECTRICAL THE LIMITS OF THE U.N.O.. WHERE THEY CANNOT PROVIDE BRACING TO SUBMIT EQUIVALENT SUPPORT BE CONSTRUCTED TO MAINTAIN MECHANICAL AND ELECTRICAL ACCESS MUST BE PROVIDED CONCEALED JUNCTION BOXES, ACCESS DOORS SHALL BE MECHANICAL AND ELECTRICAL IN ACCORDANCE WITH ALL THE STATE OF WASHINGTON TO THE AREA OF WORK. SAID COMPLIANCE W/ALL APPLICABLE MODIFICATIONS AS A RESULT THE ELEVATOR CAR, FULLY MEETS STATE OF PRIOR TO FABRICATION AND PENETRATES WALLS AND TO THE MEMBER AND INSTALL MATCHING WALL COLOR AT ' FEOEIVEt jC11'tiroFTt�v,ant,a IDEC 3 0 2013 `'� �4tw .� L-ILLF- tal i I i! EARTH, DIRT, COMPACTED SECTION/DETAIL DESIGNATION BUILDING, WALL SECTIONS #X # AND DETAIL REFERENCES V STONE, GRAVEL, POROUS FILL SHEET NUMBER WHERE DETAILED V•4/ BRICK, COMMON SHEET NUMBER REFERENCED FROM i CERAMIC TILE WM$MMINTERIOR ELEVATION REFERENCE . '". "....'• .+ ' .. CONCRETE #X # X # ��ZS?SZS2SZSZS 881\1\81 INSULATION: BATT, LOOSE FILL, BLANKET SHEET NUMBER WHERE DETAILED °°%���iOSiS EARTH, DIRT, UNDISTURBED SHEET NUMBER REFERENCED FROM .-'---`.' I REFERENCE TO DETAIL/ENLARGED PLAN INSULATION: RIGID #X # gbi X # l I �'--`-� DETAIL DESIGNATION��i�%����iy/i. �� ����� ��%i ALUMINUM BRASS, BRONZE, COPPER NV ' AltIS SHEET NUMBER WHERE DETAILED (IF SAME AS SHEET REFERENCED FROM) ' SECTION/DETAIL DESIGNATION V A METAL, STEEL, IRON . _ • ' ' '' '` " '' PLASTER: SAND, CEMENT, GROUT XXXXX XXXXX SHEET NUMBER WHERE DETAILED • SHEET NUMBER REFERENCED FROM NORTH ARROW ELEVATION DATUM "°"'.:^l` ''` 7 `' PLASTER: GYPSUM WALL BOARD % J % WOOD: FINISH WOOD: ROUGH CONTINUOUS - WOOD: INTERRUPTED BLOCKING OR SPOT ELEVATION (X'-X'' CEILING HEIGHT A.F.F. XXXXXX ROOM NAME �� 1/PLYWOOD: SMALL SCALE XXXX ROOM NUMBER PLYWOOD: LARGE SCALE ® DOOR NUMBER . -- . GRID/GRID BUBBLE AND CENTERLINE - ITEMS TO BE REMOVED CONSTRUCTION "FLAG" NOTE FOR SPECIFIC -12> CONSTRUCTION DIRECTIVE GENERAL "BOAT" NOTE FOR i����������� WALL TYPE: CONCRETE MASONRY (CMU) WALL TYPE: STEEL STUD ��� WALL TYPE: WOOD STUD I # > SPECIFIC OR EXISTING HISTORICAL WALL TYPE: EXISTING INFORMATION. ® WINDOW FRAME TYPE WALL TYPE: REMOVAL 8 S WALL TYPE: PARTITION (7'-0" HIGH) ©` PARTITION/WALL TYPE END WALL GUARD II II WALL TYPE: GLASS - S CORNER GUARD ( CPT-1) FINISH DESIGNATION VCT • REVISION CLOUD WITH REVISION LETTER "BEAK" Q CPT FLOOR MAT'L TRANSITION ►, FED-FIRE FEC EXTINGUISHER FIRE EXTINGUISHER & CABINET 0 Op p SUPPLY AIR DIFFUSER €' RETURN AIR GRILLE I FLOURESCENT LIGHT FIXTURE (PENDANT MOUNTED) L FLOURESCENT LIGHT FIXTURE (PENDANT MOUNTED) FLOURESCENT LIGHT FIXTURE ON EMERGENCY NIGHT LIGHT (NL) CIRCUIT . 0 RECESSED OR PENDANT LIGHTING FIXTURE c RECESSED OR PENDANT LIGHTING FIXTURE • FLOURESCENT LIGHT FIXTURE ON EMERGENCY • , NIGHT LIGHT (NL) CIRCUIT WALL SCONCE 1 6 WALL SCONCE 2 ® EXIT SIGN (CEILING UNIT) 1-0 EXIT SIGN (WALL MOUNT) b(3 City of Tukwila BUILDING DIVISION • PHASE II CONSTRUCTION ,...03 ZF ammo GURwPwu MOVE= UP SYM REVISION . • BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY ZGFHECKED ARCHITECTS DATE 12.12.13 SUBTITLE LEGEND, MATERIALS ABBREVIATIONS & GEN'L NOTES CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 CDRAWN 12.12.13 ORIG 9-120 FCS -SPL LABS J#16054201-02 DLR GROUP DR/LS 07.12.07 D 9-120 ASIC - 60% SUBMITTAL ISSUE J#131174-00 ZGF TS 10.31.13 9762 REGISTE"ED THIS DESIGN AND/OR SPECIFICATION IS APPROVED TS SHEET G 1 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21:13 ® A• �!;r � M = T APPROVED BY DEPT. DATE ENGINEER TITLE BUILDING 9 120 ARCHITECTURAL MASTER DEV. CENTER, NIA RECORD DRAWING J# 16054201-02 DLR GROUP L5 04.11.08 E - - CD ISSUE J 131174-00 9 120 ASIC 100% # ZGF TS 12.12.13 g:LAI!0�,�� tri� B. '! ` HER CHECKED A' 9-120 ASIC _EXTERIOR. ENVELOPE ZGF TS 10.01.13 F JOB N0. 131174-00 COMP N0. • ST• 1 OF . „ IN TON APPROVED B 9-120 ASIC - 60% SUBMITTAL ISSUE ZOF TS 10.04.13 APPROVED DWG N0. 09-120-G1 C 9-120 AOE OFFICE MODERNIZATION 4131174-00 ZGF TS 10,14,13 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 10.14.13 A 9-120 FCS — SPL LABS DCN #01 J#16054201-02 DLR GROUP LS/DR 07.25.07 E 9-120 ASIC — 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 RECORD DRAWING J# 16054201-02 DLR GROUP LS 04.11.08 F 9-120 ASIC — 100% CD ISSUE J#131174-00 ZGF TS 12.12.13 9-120 ASIC — EXTERIOR ENVELOPE ZGF TS 10.01.13 9-120 ASIC — 60% PROGRESS SUBMITTAL ZGF TS 10.04.13 Zi,...45PPOEIZAKG ® 9762 REGIST RED I i CT it\ nY opt AL HER 114;r TE 6 ; GTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWING INDEX ISSUE DATE z 0 Le, 6 CC LLI n Leo in z ' * 0 0 p 0 u = = Li) 14 U -I sr Z D = 0 LA CL L) 22 SHT NO. SHEET NAME ARCHITECTURAL GO TITLE SHEET • G1 LEGEND, MATERIALS, ARBREV. & GEN ERAL NOTES • G2 I N DEX OF DRAW) N GS • 1R61 EXTERIOR REMOVAL ELEVATIONS • 1403 FIRST FLOOR COMPOSITE PLAN 0 2A03 SECOND FLOOR COIV1POSITE & EXITING PLAN • 2404 COMPOSITE SECOND FLOOR LOWER RFL CLG. PLAN • 3403 COMPOSITE THIRD FLOOR AND ROOF PLAN e 2A10 SECOND FLOOR PLAN - NW QUADRANT • 2Al2 SECOND FLOOR PLAN - SW QUADRANT • 2A13 SECOND FLOOR PLAN - SE QUADRANT • 1460 N 0 RTH AND EAST EXTERIOR ELEVATIONS a 1461 SOUTH AND WEST EXTERIOR ELEVATIONS e 2A280 LOWER SECOND FLOOR REFLECTED CEILING PLAN - NW QUADRANT • 24282 LOWER SECOND FLOOR REF LECTED CEILING P LAN - $W QUADRANT • 2A283 LOWER SECOND FLOOR REFLECTED CEILING PLAN - SE QUADRANT A310 SECOND FLOOR FINISH PLAN •- NW QUADRANT • 4312 SECOND FLOOR FINISH PLAN - SW QUADRANT • 4350 INTERIOR DOOR AND WINDOW SCHEDULE • A351 WALLTYPES AND MISC. DETAILS e 4352 FINISH SCHEDULE 0 A371 INTERIOR ELEVATIONS • 4372 I NTERIOR ELEVATI 0 NS a A373 I NTERIOR ELEVATI 0 NS • 4374 I NTERIOR ELEVATI 0 NS • 4375 INTERIOR ELEVATI 0 NS • 4376 INTERIOR ELEVATIONS 0 4450 BUILDING WALL SECTIONS • A451 EXTERIOR DETAILS a 4452 ENLARGED PLANS - ENTRY. RECEPTION A ND TEMA • 4453 ENLARGED REFLECTED CEILING PLANS- ENTRY, • A454 NW ENLARGED STAIR PLANS, SECTION AND DETAILS • A455 ENLARGED PLANS- RESTROOMS • A455 ENLARGED RCP @ RECEPTION AREA • 4457 ENLARGED RCP @ PROJECT ROOMS a 4500 DETAILS -CEILING 0 4501 DETAILS- INTERIOR DOOR & WINDOW 0 A502 DETAILS - • A503 DETAILS 0 4504 DETAILS e 4505 DETAILS • 4506 DETA I LS - CASEWORK • LAYOUT 2110 SECOND FLOOR FURNITURE PLAN - NW QUADRANT e 2112 SECOND FLOOR FURNITURE PLAN - SW QUADRANT e 11231mosw 0 3 a DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER DATE 12.12.13 12.12.13 ISSUE LEGEND 0 • PREL 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 ORIG A •ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR - CONSTRUCTION DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 ,City of Tukwila BUILDING DIVISION RECEIVED CITY OF TIIIMILA OEC 3 0 2013 084641#14.k ZGE SUBTITLE INDEX OF DRAWINGS CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 CHECKED APPROVED APPROVED TITLE BUILDING 9-120 ARCHITECTURAL MASTER DEV. CENTER, WA SHEET G2 JOB NO. 131174-00 COMP NO. DWG NO. 09-120-G2 REMOVE EXISTING PLY REMOVE EXISTING WIND REMOVE PRECAST SILL PRECAST PANEL WOOD PANEL OW SYSTEM DOWN TO •111'/1"i// i////i 1IflHHIHI!11flHAII!mean■ n■ D/i//% //i 1ST FL HATCHED AREA INDICATES SAW CUT OF PRECAST PANEL ENTER CUT FOR SILL BETWEEN ;;.TENSION STRANDS, FIELD V SOUTH ELEVATION 4:17/111 RE'w, E EXISTING PLYW REMOV '' : ISTING WIND REMOVE PR �,a^a T SILL PRECAST PANE`'�,, A ", r//7/7/ 7 .7 .77 / ZW47 / / / / / /74W /4 W 7/4W /. HATCHED AREA INDICATES SAW CUT OF PRECAST PANEL WEST EL.ATIO.N CENTER CUT FOR SILL BETWEEN (E) TENSION STRANDS, FIELD VERIFY REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 cava TUKWILA C 3 0 2013 City of Tukwila'` BUILDING DIVISION PERMIT GEM, REVISION RECORD DRAWING 9-120 ASIC - EXTERIOR ENVELOPE APPROVED GS TS 9-120 ASIC - EXTERIOR ENVELOPE REVISIONS 9-120 ASIC - 90% CD REVIEW DATE 09.01.94 10.1.13 10.31.13 REVISION BY APPROVED DATE LBOE/NW' o� J#131174-00 11.21.13 REGISTEr, ED T A I li►_ _ - M�I! '*ACHER �F ,ASNGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PPROVED BY DEPT. DATE DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER DATE SUBTITLE 12.12.13 12.12.13 EXTERIOR REMOVAL ELEVATIONS • TITLE CHECKED APPROVED 9=120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 APPROVED ARCHITECTURAL MASTER RELOC ACAL/ASIC LAB BUILDING 9-120 COL. A -K/1-9 CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 JOB NO. 131174-00 COMP NO. DEV. CENTER, WA DWG NO. 9-120-1I 61 POSITE FRST FLON PLA\ REVIEWED FOR CODE COMPLIANCE APPROVED FEB 1 9 2014 City of Tukwila BUILDING DIVISION 8' KEY PLAN SCALE: NONE 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" RECEIVED CITY OF TI IVIAM, A IDEC 3 0 2013 PERMIT CEol SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE F -9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 9-120 ASIC •- 100% CD " ISSUE ZGF TS 12.12.13 C MATERIALS TEST EXPANSION • J#137070 9-120 ASIC - EXTERIOR ENVELOPE HANSON ZGF TS 02/23/95 10.01.13 9-120 ACIS - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 ACCEPTABILITY 9762 : THIS DESIGN AND/OR AR EGIST itED SPECIFICATION IS APPROVED A If S ' OF WNG. D BY DEPT. DRAWN ZGF ARCHITECTS DATE 12.12.13 DATE CHECKED TS ENGINEER • 12.12.13 SUBTITLE FIRST FLOOR - COMPOSITE PLAN• CURRENT REVISION • 131174-00 SYMBOL DATE 12.12.13 CHECKED APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER COL. F -K/5-9 DEV. CENTER, WA SHEET 1 AO 3 JOB NO. 131174-00 COMP NO. DWG NO. 9-120.2-1A03 ROOM NAME: SATELLITE ELEC. RM. OCCUPANCY: B OCCUPANCY/ EQUIP. .RM. . SQUARE FEET: 130 SF OCCUPANT LOAD: 1 OCCUPANTS ROOM NAME: VIDEO/ TELE. CONF. ROOM OCCUPANCY: B OCCUPANCY/ ASSEMBLY UNCONCENTRATED SQUARE FEET: 310 SF OCCUPANT LOAD: 21 OCCUPANTS ROOM NAME: EXEC HOTEL OCCUPANCY: B OCCUPANCY/ BUSINESS SQUARE FEET: 128 SF OCCUPANT LOAD: 1 OCCUPANTS 0 idag4411111111 —:ice■��I L!J_,r. __.__.__.__-._., immuirm immmom iiI�aNWSTAIR 1'1'i. 21st ' VIEW STATION STORAGE VIEW STATION STORAGE ROOMK3 EXEC' HOTEL 23A1 I FREIGHT BEV ASIC MANAGER OFFICE ROOM 1 VIEW ROOM 2 EXEC HOTEL MECH. STORAGE ROOM NAME: HOTEL OCCUPANCY: B OCCUPANCY/ BUSINESS SQUARE FEET: 106 SF OCCUPANT LOAD: 1 OCCUPANTS ASIC MANAGER OFFICE PROJECT R00 ROOM NAME: PROJECT ROOM OCCUPANCY: B OCCUPANCY/ ASSEMBLY UNCONCENTRATED SQUARE FEET: 106 SF OCCUPANT LOAD: 7 OCCUPANTS ROOM NAME: CONF. ROOM OCCUPANCY: B OCCUPANCY/ ASSEMBLY UNCONCENTRATED SQUARE FEET: 238 SF OCCUPANT LOAD: 16 OCCUPANTS ASIC MANAGER OFFICE CONFERENCE MISC. STORAGE DEVELOPER WORKSPACE SKYBRIDGE TO 89-101 CONiRO ROOM COFFEE BAR FEC rrr d11■A0� � jar V . �0 �� .. t �_• iL• aimiaRnir ROOM NAME: CONF. RM. OCCUPANCY: B OCCUPANCY/ ASSEMBLY UNCONCENTRATED SQUARE FEET: 654 SF OCCUPANT LOAD: 44 OCCUPANTS ROOM NAME: COLLABORATION SPACE OCCUPANCY: B OCCUPANCY/ ASSEMBLY UNCONCENTRATED SQUARE FEET: 461 SF OCCUPANT LOAD: 31 OCCUPANTS ASIC SUPERVISOR OFFICE 21B3 VIEW ROOM 5 F.1r1 -II-I AIRUNE CUSTOMER WORKSPACE DIRECTOR OFFICE INNOVATION WORKSPACE ATION VKSPACE ASIC MANAGER OFFICE CONFERENCE ROOM NAME: CONF. RM. OCCUPANCY: B OC UPANCY/ ASSEMBLY UNCONCE TRATED SQUARE FEET: 254 F OCCUPANT LOAD: 17 OCCUPANTS PHONE 22C4 UNOCCUPIED AREA ROOM NAME: PROJECT RM. OCCUPANCY: B OCCUPANCY/ ASSEMBLY UNCONCENTRA SQUARE FEET: 125 SF OCCUPANT LOAD: 8 OCCUPANTS CONCEPT MANAGER - PRINTER STATION i_�J.. 1l PROJECT I'' ROOM PROJECT ROOM ROOM N E: DATA CLOSET OCCUPA CY: B OCCUPANCY! EQUIP RM. SQUARE EET: 160 SF OCCUPA T LOAD: 1 OCCUPANTS ROOM NAME: ELEC. RM. OCCUPANCY: B OCCUPANCY! EQUIP. SQUARE FEET: 213 SF OCCUPANT LOAD: 1 OCCUPANTS ,' 2106 ROOM NAME: CONF. RM. OCCUPANCY: B OCCUPANCY/ ASSEMBLY UNCONCENTRA SQUARE FEET: 170 SF OCCUPANT LOAD: 11 OCCUPANTS OBI SOL MANAGER S 2288 NCEPT C SUPERVISOR OBILE SO SUPERVISOR COLLABORA SPACE UNOCCUPIED AREA ROOM NAME: VIDEO/ TELE. CONF. RM. OCCUPANCY: B OCCUPANCY/ ASSEMBLY UNCONCENTRATED SQUARE FEET: 560 SF OCCUPANT LOAD: 37 OCCUPANTS MECROOM ROOM NAME: MECH. RM. OCCUPANCY: B OCCUPANCY/ MECH. SQUARE FEET: 600 SF OCCUPANT LOAD: 2 OCCUPANTS ROOM NAME: COLLABORATION OCCUPANCY: B OCCUPANCY/ ASSEMBLY UNCON. • SQUARE FEET: 878 SF OCCUPANT LOAD: 56 OCCUPANTS SECO\D FLOO COVPOSITE & EXISTI\G SCALE: 1/16"= 1'-0" .3LA\ LEGE\D REVIEWED FOR CODE COMPLIANCE -" APPROVED 1/4 FEB 19 2014. City of Tukwila - BUILDING DIVISION = EXIT ACCESS / EGRESS PATH = EXIT POINT FEC = FIRE EXTINGUISHER CABINET FE = FIRE EXTINGUISHER SURFACE MOUNTED O = OWNER PROVIDED TACTILE EXIT SIGNAGE TYPE #1 CENTERED AT 54" AFF. Tod = ILLUMINATED EXIT. SIGN LOCATION WITH DIRECTION ARROW (WALL. MOUNT) = ILLUMINATED EXIT SIGN LOCATION WITH DIRECTION ARROW (CEILING MOUNT) T GE\ PAL \OTES 1. SEE ELECTRICAL LIGHTING SHEETS FOR ADDITIONAL ILLUMINATED EXIT . SIGN INFORMATION. 2. SEE TITLE SHEET, GO, FOR CODE SUMMARY ON OVERALL BUILDING. . AREAS AREA GROSS OF TOTAL 2ND FLOOR = 73,700 SF AREA OF NEW. OFFICE TENANT BUILD -OUT = 21,969 SF AREA OF NEW RESTROOM BUILD -OUT = 1,243 SF TOTAL BUILD -OUT = 23,212 SF PLUV3I\C COU\T SECOND FLOOR GROSS SQUARE FOOTAGE = 73,700 SF -1,100 SF (EXTERIOR WALLS) 72,600 SF B OCCUPANCY/ BUSINESS 72,600 SF/ 100 GSF PER OCCUPANT = 726 OCCUPANTS TOTAL (SECOND FLOOR) WATER CLOSETS: LAVATORY: DRINKING FOUNTAINS: SERVICE SINKS: 726 - 50 = 676 2 WC + 676 / 50 = 15 WC REQUIRED 6 EXISTING PROVIDED = 11 NEW WC NEEDED 6 NEW WC PROVIDED AT NEW WOMEN'S 3 NEW WC & 2 NEW URINALS AT NEW MEN'S 726-80=646 2 LAV + 646 / 80 = 10 LAV REQUIRED 4 EXISTING PROVIDED = 6 NEW LAV NEEDED 3 NEW LAV PROVIDED AT NEW WOMEN'S 3 NEW LAV PROVIDED AT NEW MEN'S 726 / 100 = 7 DF REQUIRED 2 EXISTING PROVIDED = 5 NEW DF NEEDED 2 NEW DF PROVIDED AT NEW RESTROOMS 3 TO BE . PROVIDED AT FUTURE BUILD -OUT OF UNOCCUPIED AREA 1 REQUIRED 1 EXISTING PROVIDED & 1 NEW PROVIDED CITVO LA, DEC 3 0 2013 PERMITCENTeki SCALE: 1/16"=1 -0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE F 9-120 ASIC — 90% CD REVIEW J#131174-00 G 9-120 ASIC — 1005 CD ISSUE J# 131174-00 ZGF ZGF TS 11.21.13 TS 12.12.13 C. D E MATERIALS TEST EXPANSION J#137070 9-120 ASIC — EXTERIOR ENVELOPE 9-120 ACIS — 60% SUBMITTAL ISSUE HANSON ZGF ZGF TS TS 02/23/95 10.01.13 10.31.13 Q� BOE/N!i° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF ARCHITECTS DATE 12.12.13 CHECKED TS ENGINEER CHECKED 12.12.13 SUBTITLE SECOND FLOOR - COMPOSITE & EXITING PLAN CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER COL. F -K/5-9 DEV. CENTER, WA SHEET 2A03 JOB NO. 131174-00 COMP NO. DWG NO. 9-120.2-2A03 VIEW STATION STORAGE 21E1 All Jssssssl~ '[1:Rill vss■ I!II'I" tiitt1' .■■1'1■.. t ilia ilia iiiiiiiiiiii is i al■••1■111 111:.laI1!"!II!mi Iriir� 1' IIIE.: 11111111P-11111111 IJsssssl 1l!IEA1111.1s!fi4? !iWs2, 6217311•■:_ssss. rIIAIIMII•sli 111117MVIIcI N sr Jssl �M.UII■uiii11:iu•s 11sslls1l11! mill111111EM. 57 -:JUUI■■r i, 11111■1■„ Rte.■I"_IUu, VIEW STATION STORAGE 21G1 IFIL minis AI111111 !NII i1ur i1.1 ■s.T1511I ■1II1!M!111 Viii, l ii11' ■■ ■r_sl�:al 111 auui•I(•■si - ■sll!�1 !!!Ills■ ;:::.i HP.Itata1HllllII 1=IUA10111■� ■Lc :�U ■i'.11ius■�■ilii SII■ lslllsl ■`1i�11■ iG'�i■ I�I��s�1rt1 �717I ��ilr■�� TONNE ammul r iA r 'tsit�;rnll 111rr,iill !!► 11j X11' 7. • 1,11071-i - i�i11i1iii�i Yu ROOM II. 7—t I -t' (z-1■111110■1 "I;Ila1T,0 ar 11 1=ill1M®11111 ROOMK3 FREIGHT ELEV VIEW ROOM 2 MECH. STORAGE CONFERENCE MISC. STORAGE DEVELOPER WORKSPACE !itN !I111•i1 :'" iSac III■1 _ Eli .11111 i.:11111 INNOVATION WORKSPACE INNOVATION WORKSPACE ® 21J3 iF--'-) Ilsssss■ 11 . 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P! !IK 7� sni16.I111. INi 111 Is11F 31151 1111111=-a:11 ,ItiiirnillEILAru 3Is■•ill15555511 Isssssiil; i1s�1J11II`.11.1111IL1;Js11s4;Js1111 lill ill FFA' ' NflhiliuIflI 2488 .� mil FM �u�� �����■ I --■-1 I -.0-4 1---a-1 1--o—I ♦♦SUIRIUIissss■ I.•� ....■.■■■■■■.iii TilIIIPIMIIIIIIIIIIIIPMI MECHANICAL ROOM SE STAIR 91.17 ON COLLABORATI SPACE • COiPOSTE SECO\D ELOO EFLECTE CEILI \G PLA\ SYM REVISION BY A 9-120 ASIC - EXTERIOR . ENVELOPE ZGF TS 10.1.13 B 9-120 ASIC - 60% SUBMITTAL SET ZGF TS 10.31.13 C 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 D 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 REGISTERED HITE1 T I►+'i►y,'�' `�,+ CHER 14T• HI ` GTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER i LEGE\D DATE 12.12.13 12.12.13 SUBTITLE = EXIT ACCESS / EGRESS PATH =EXIT POINT FEC = FIRE EXTINGUISHER CABINET FE = FIRE EXTINGUISHER SURFACE MOUNTED O= OWNER PROVIDED TACTILE EXIT SIGNAGE TYPE #1 CENTERED AT 54" AFF. T® -I = ILLUMINATED EXIT SIGN -LOCATION WITH DIRECTION ARROW (WALL MOUNT) = ILLUMINATED EXIT SIGN LOCATION WITH DIRECTION ARROW (CEILING MOUNT) OTS OTS OPEN TO STRUCTURE. PAINT ALL STRUCTURE, MECHANICAL, ELECTRICAL & PLUMBING P-4 THROUGHOUT UON GWB GYPSUM WALL BOARD SOFFIT 0 HEIGHT INDICATED ON DRAWINGS. PAINT P-3 THROUGHOUT, UON PG PERFORATED GYPSUM WALL BOARD 0 HEIGHT INDICATED ON DRAWINGS. PAINT P-3 THROUGHOUT, UON ACP ACOUSTICAL CEILING PANEL. REFER A280 -A283 FOR TYPE. APC -3 El PIN MOUNTED ACOUSTICAL CEILING PANEL. AT CONCRETE COFFERS IN EXISTING WAFFLE SLAB m • ■ RIBBON FRAMED TUBULAR ALUMINUM UNDULATING RIBBON FORM WRAPPED IN FIRE RESISTANT FABRIC F-1. LOCATION VARIES IN HEIGHT FROM 9-6" TO 15'-8" AFF. EXISTING FIXTURE TO REMAIN. EMERGENCY LIGHTING FIXTURES WITH SHADED COMPONENTS ARE WIRED WITH AN EMERGENCY CIRCUIT. GE\PAL TOTES SEE ELECTRICAL LIGHTING SHEETS FOR ADDITIONAL ILLUMINATED EXIT SIGN INFORMATION. 2. SEE TITLE SHEET, GO, FOR CODE SUMMARY ON OVERALL BUILDING. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TURW►L a i DEC 3 0 2013 PERMIT CErI TEt $ COMPOSITE SECOND FLOOR LOWER REFLECTED CEILING PLAN rryr 1 r 2A280 2A281 2A282 2A283A .M 16' 16' 32' CURRENT REVISION 131174-00 ZGF DATE 12.12.13 CHECKED APPROVED APPROVED TITLE BUILDING 9-1202 COL. A -F/5-9 ARCHITECTURAL MASTER DEV. CENTER, WA SHEET 2A04 JOB NO. 131174-00 COMP NO.. DWG NO. 9-120.2-2A04 NEW ROOFING °°"NEW ROOF TOP BRANE MECHANICAL UNIT POSITE THIRD FLOO A\D GOOF PLA\ SYM REVISION BY APPROVED DATE SYM REVISION =BY APPROVED DATE F 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 G 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 C MATERIALS TEST EXPANSION J#137070 HANSON 02/23/95. D 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.01.13 E 9-120 ACTS - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 gi BOE/NG- 9762 RGI. ER YI' E 11 E1rHER TON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF ARCHITECTS DATE 12.12.13 CO \STRUCTIO\ \OTES SEE DETAILS 1 / 3A03 FOR SINGLE -PLY ROOFING MEMBRANE AT NEW PRE -FABRICATED CURB BELOW ROOF TOP MECHANICAL UNIT REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION RECENED CITY or I', !Jewell it 1DEC 3 0 2013 PERMrT+C,6*��, 3Al2 3A13 CHECKED SUBTITLE COMPOSITE THIRD FLOOR AND ROOF PLAN 8' 4' 16' SCALE: 1 /8"=1'-0" CURRENT REVISION • 131174-00 SYMBOL DATE 12.12.13 ENGINEER CHECKED APPROVED APPROVED TITLE BUILDING 9-1202 ARCHITECTURAL MASTER COL. F -K/5-9 DEV. CENTER, WA SHEET 3A03 JOB NO. 131174-00 COMP NO. DWG NO. 9-120.2-3A03 2A10A373 VIEW STATION STORAGE SCREENS CONFERENCE ,N ROOM `0 SIN OF MIC NW STAIR 2A10 A374 FREIGHT ELEV. 2A10 A373 ASIC MANAGER OFFICE EXEC HOTEL 23A1 (22B1)FEC DATUM PT. 10'-1.1 3" VIEW ROOM 1 VIEW ROOM 2 EXEC HOTEL ALIGN SATELLITE ROOM ASIC MANAGE OFFICE 21A2 HOTEL HOTEL 11 CLOSET P RO 24A2 HALLWAY 2582 P'+JEC RO ENTRY LOBBY CONFERENCE LOBBY COFFEE BAR PLOTTE ROOM 22A3 ASIC SUPERVISOR OFFICE 22B3 STOR. 21C3 VIEW ROOM 5 DIRECTOR OFFICE OFFIC SSISTAN RECEPTION R61 2A10 A61 SCREEN 21A3 ASIC MANAGER OFFICE EQ 4-10 EQ 14'-3". CONFERENCE ROOM CONFERENCE COLLABORATION SPACE INDICATES EXISTING CH FULL .HT. ATTACHED FABRIC INDICATES NEW CHAIN-LINK WITH CONT. NEW FULL HT. I NC WITH CONT. NEW BANNER PANELS FENCE Td MATCH EXISTING ATTACHED FABRIC BANNER PANELS 2A10 2A11 SCREENS 2A10 A452 FILE BANK KEY PLAN SCALE: NONE VEEfRIFIVIWITICARCH FEB 19 2014 City of Tukwila BUILDING DIVISION SEGO\J FLOO PLA\ SCALE: 1/8"= 1'-0" RECENto CITY or ArtLA }DEC 3 0 71191 PERMa1r isto PHASE II, CONSTRUCTION REVISION APPROVED REVISION MATERIALS TEST EXPANSION 9-120 FCS = SPL LABS 137070 HANSON 02.23.95 J#16054201-02 9-120 FCS — SPL LABS ASI #07 J#16054201-02 RECORD DRAWING J# 16054201-02 DLR GROUP DLR GROUP DLR GROUP 9-120 ASIC — EXTERIOR ENVELOPE DR/LS DR LS TS 07.12.07 09.17.07 E 9-120 ASIC — 60% SUBMITTAL ISSUE F 9-120 ASIC - 90% CD REVIEW G 9-120 ASIC — 100% CD ISSUE J#131174-00 APPROVED DATE TS 10.31.13 TS 11.21.13 TS 12.12.13 ,)BOE/NG' o� REGISTERED ITECT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ,APPROVED BY 04.11.08 ACHER NGTON DRAWN ZGF ARCHITECTS CHECKED TS ENCINEER CHECKED APPROVED APPROVED DATE 12.12.13 12.12.13 SUBTITLE SECOND FLOOR PLAN - NW QUADRANT CURRENT REVISION 131174-00 SYMBOL 12.12.13 TITLE 10.01.13 ARCHITECTURAL MASTER BUILDING 9-120 COL. A -F/1-5 JOB NO. 131174-00 COMP NO. DEV. CENTER. WA DWG NO. 9-120-2A10 '-`4,."- ' ( 2A10 A450 TYPICAL z 0 M w 0 Q (" 0 Mw > 2A10 R6 > 2A10 A6 A OPP.2Al2 A3 6 14'-3" EQ 4'-10" E SICIREENr1 ASIC SUPERVISOR OFFICE 21 A5 -9" ASIC SUPERVISOR OFFICE 24A5 (24A5) w 0 J CI co ¢ 0 J CON PT CENTER MANAGER 23A5 I / 0 CEPT CENTER MANAGER 21A6 77- 2 A6 ) -T 21A6) i \ 2A1'0�A450 INTER ATION E 24A6 7-0" MAIN ELEC ROOM 23A6 TYP ALL EN 4 SIDES OF COL. 22A5 VENN V. ROO CT 22A5 0" TYP ALLSCR EN 4 SIDES OF COL. 21B5 PRO OM 21 B5 PROJECT ROOM 2A6 5 2A1 (21A7) DN SW STAIR 21A7 2A10 A450 TYPICAL J 1'HON ¢ A ROOM ROOM 23A7 22A7 a 3A7 (22A71) LIGN • 2 w A376 (22A6X21B6) PROJECT ROOM 21B I 771 I oI FEC 1 (21C4 OPEN OFFICE 12105 CONFEREN ROOM 21A8 2 A3 5 SCREEN 2Al2 A3 I s N ONCEPT CENTE SUPERVISOR 22A8 OBILE SOLUTIO SUP VISOR 0W OFFICE 21 C7 -7 1/2" 4 2A 12IA 24'-5 1/4" 2Al2 A3 6 22B8 ) ( 23P8 OBILE SOLINICI MANAGER S 22B8 6'-O" 21C8) 23B8 5 IDEO/ TELE CONFERENCE ROOM 23A8 10 A450 O 9'-7 _ 6� MECHANICAL 12 A3 ROOM 24B8 L_ 0 N SINK x 4'-9"x 10'_0" 4'-0"W X 8'-0"H FRT PLYWOOD SECURITY PANEL 10 +3" AFF TO BOTT.. 22C8 COLLABORATION SPACE 2'_2" E8 REFR. ? 3'-1" MICRO c 1'-4" .4'-6 3'-6 r REFR. K REFR. d c2 I �8 iQ Ln I a 21 C8 2A121A504 2A10 D SCALE: 1/8"= 1'-0" R6 2A10 A6 10 A450 7*r 4' K 22D6 CCD DATA ROOM 22D6 0 Co x x 3'-6 NEW CURTAIN WALL WDW. SYSTE 0 3/4"4' 4 -EQ. SPACES 10 4'-11 " vi -0 3 V.I.F. OPENING 10 A450 4' x 1 J x- x x x x INDICATES NEW CHAIN-LINK FENCE TO MATCH EXISTING WITH CONT. NEW FULL HT. ATTACHED FABRIC BANNER PANELS ALIGN OUTSIDE FACE OF DOOR JAMB WITH SOFFIT ABOVE { r-- A13- 03 99 REVIEWED FOR CODE COMPLIANCE APPROVED zeal. FEB 19 2014 M City of Tukwila BUILDING DIVISION CITY OF TUKWILA IDEC 3 0 2013 PERMIT CENTER 8' 4' KEY PLAN SCALE: NONE 0 4' 8' 16' -1111111-----11111 =_ SCALE: 1 /8"=1' 0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 9-120 ASIC - EXTERIOR . ENVELOPE ZGF TS 10.01.13 B 9-120 ASIC - 60% SUBMITTAL ISSUE C 9-120 ASIC - 90% CD REVIEW J# 131174-00 D 9-120 ASIC - 100% CD ISSUE ZGF ZGF ZGF TS TS 10.31.13 TS 11.21.13 12.12.13 ,�BOE/A/�i' G� 9762 REGISTER ED CHIT, CT ► if Tor or .,, r l AS' CHER INGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE • DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER DATE 12.12.13 12.12.13 SUBTITLE SECOND FLOOR PLAN = SW QUADRANT CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 CHECKED APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER COL. A -F/5 9 DEV. CENTER, WA SHEET 2Al2 JOB NO. 131174-00 COMP NO. DWG NO. 9-120.2-2A 12 INDICATES EXISTING CHAIN-LINK FENCE WITH CONT. NEW FULL HT. A1T/CHED FABRIC BANNER PANELS INDICATES. NEW CHAIN-LINK FENCE TO MATCH EXISTING WITH CONT. NEW FULL HT. ATTACHED FABRIC BANNER PANELS 2A13 A455 E STAIR 21 J7 DN SECOND FL0N PLA SCALE: 1 /8"= 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A BCAG ENGINEERING OFFICE EXPANSION J. BARNES F 9-120 ASIC 90% CD REVIEW J# 131174-00 ZGF TS 11.21.13 B 777: PROVIDE 2,500 SF OFFICE SPACE J. BARNES G 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 C MATERIALS TEST EXPANSION J#137070 HANSON 02/23/95 D 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.01.13 E 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 RLI. I3ICRC A' . HIT.0 Al,, r ,T T,, '4414.13 .: E1Y ACHER A • AS NGTON Ala- X388 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF ARCHITECTS DATE 12.12.13 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWU IBEC 3 B 2013 REMIT COMP CHECKED TS 12.12.13 SUBTITLE SECOND FLOOR PLAN SE QUADRANT 2A10 2Al2 KEY PLAN SCALE: NONE 0 4' 2A11 2A13/ 16' Mir SCALE: .1 /8"=1'-0" CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 ENGINEER CHECKED APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER COL. F -K/5-9 DEV. CENTER, WA SHEET 2A1 3 JOB NO. 131174-00 COMP NO., DWG NO'. 9-120.2-2A13 0 00 1ST FL NORTH ELEVATION 1/16"=1'-0" I1 1 1==lsrS REVIEWED. FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila. BUILDING DIVISION EAST ELEVATION 1/16"---f -o NO NEW WORK ON THESE ELEVATIONS. ELEVATIONS INCLUDED FOR REFERENCE ONLY TO BE USED WHEN CALCULATING . AREA OF .OPENINGS. FOR ENERGY CONFORMANCE. REVISION APPROVED REVISION APPROVED UGRADE EXTERIOR LADDER 11.18.93 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED RECORD DRAWINGS 09.01.94 AiraEZAKte® OVED BY ZGFWN CHECKED TS ENGINEER DATE 12.12.13 12.12.13 SUBTITLE NORTH AND EAST ELEVATIONS TITLE 9-120 ASIC - 60% SUBMITTAL ISSUE 9-120 ASIC - 90% CD REVIEW J#131174-00 10.31.13 11.21.13 9-120 ASIC - 100% CD ISSUE 12.12.13 CHECKED APPROVED APPROVED ARCHITECTURAL MASTER RELOC ACAL/ASIC LAB BUILDING 9-120 COL. A -K/1-9 CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 JOB NO. 131174-00 COMP NO. DEV. CENTER. WA DWG NO. 109-120-1A60 SPANDREL GLAZING NEW STOREFRONT WINDOW SYSTEM r. r. A61 A450 A451 A61 A450 MTL INFILL PANEL ROOF NEW STOREFRONT WIND OW SYSTEM SPANDREL GLAZING VISION GLASS NEW STOREFRONT WINDOW SYSTEM A61 A451 MTL. LOUVER' A61 A451 SPANDREL GLAZIN A61 A450 SIM A61 SOUTH ELEVATION 1/16"=V-0" EXISTING TEST TOWER. NEW STOREFRONT WINDOW SYSTEM ROOF 0 co 3RD FL • 'i`�`111 ►i`i`i 2 .iii� ►�i�ii gi :V, 4. .41 _s g141 E*1 O 2ND FL 1ST FL 0 00 A661451 REMOVE PIPE. A611 A451 MTL INFILL PANEL 2'-2" X 5'-6" MTL. LOUVERS SPANDREL GLAZING WEST ELEVATION 1/16"=V -o" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 201+ A City of Tukwila BUILDING DIVISION RECEIVED env OF TIJtnAnt,it IDEC 3 4 2013 PERMITCENTEp 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 ASIC - EXTERIOR. ENVELOPE ZGF TS 10.31.13 B 9-120 FCS - SPL LABS DCN #01 J#16054201-02 DLR GROUP LS/DR. 07.25.07 F 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 RECORD. DRAWING J# 16054201-02 DLR GROUP LS 04.11.08 9 - 120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 RELOCATE ACAL/ASIC LAB W12370688 D 9-120 ASIC - EXTERIOR ENVELOPE TWH ZGF 11.29.11 TS 10.1.13 9762 RriLTE'.D �J'C TE T { N TONR ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN ZGF ARCHITECTS DATE 12.12.13 APPROVED BY DEPT. DATE CHECKED TS ENGINEER 12.12.13 SUBTITLE _ SOUTH AND WEST ELEVATIONS CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER RELOC ACAL/ASIC LAB BUILDING 9-120. COL. A -K/1-9 DEV. CENTER. WA SHEET 1 A61 JOB NO. 131174-00 COMP NO. DWG NO. 9-120-1A61 GWB SOFFIT +9'-6"AFF RECESSED MOTORIZED DUAL SUN AND BLACK -OUT SHADE RECESSED ELEC. PROJECTION SCREEN UPLIGHT ABOVE CEILING (SHOWN DASHED) 2, DIMENSIONS © OFFICE I=1 i MIN -- EQ TS 0 MANUAL SURFACE MOUNTED ROLLER SHADE WITH VALANCE ON GWB SOFFIT MANUAL SURFACE MOUNTED ROLLER SHADE WITH VALANCE. ON GWB SOFFIT, TYP © •EA OFFICE, U.O.N. TYP +9 EQ OTS OTS A i 11 EQ O CY A501 I EQ EQ ■ 4C'MIE■ 111 -F9'-011111 ■11111 o Ili■ IA■I1111111Ilir MEI MJ ■■ DLMIUI J•III IU Aga DEEM SEWi/111�o/:11/� H1111101H111111101 ■E■II■■ I/II■/. -II ; uI� c■fi` mminagertampAill., ritahremaiiimomitiI ■U■ ■////■ ■■ / 11111111111111111111111111111111011111111111•11 • X111/111, 111111111tIMIMMIL..11110111111111111 ■IMAMIhill I ' -i�///■tl 61111110111M 1/Ili■■111■■ EQ ,EQ CY EQ EQ • d OTS `11 I 141 ot\ 4 2A280 A456 A504 -1111b. a� au. OTS 1'-. TS 00 taftv, • 'b s.FFI�' PER +RATED GYP. BD. +14 0" OTS qkW,Ahlr ■1///111 ?111111111101111111111 IIIII■UU111U1 iiIII M111 0 0 R' TYNUF Valt P 101YID. RIBBON J CONSTRUCT' • HIE siyal ifft101144/4; 1'AN4AY 10P4 . 11*7!i7Np K --%)0P-406.. SECO\D FLOO RCP SCALE: 1 /8' = 1'-O" CD 1 • X I "-I X X X x X X X SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE F 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 G 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 C MATERIALS TEST EXPANSION J#137070 HANSON 02/23/95 9-120 ASIC -. EXTERIOR ENVELOPE ZGF TS 10.01.13 E 9-120 ACIS - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 9762 1*" A: OF a !lir" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ED BY DEPT. DATE LLULNU OTS OTS OPEN TO STRUCTURE. PAINT ALL STRUCTURE, MECHANICAL, ELECTRICAL & PLUMBING P-4 THROUGHOUT UON GWB GYPSUM 'WALL BOARD. SOFFIT 0 HEIGHT INDICATED ON DRAWINGS. PAINT P-3 THROUGHOUT, UON GWB ACP 1 EM 0 • PG PERFORATED GYPSUM WALL BOARD ® HEIGHT INDICATED ON DRAWINGS. PAINT P-3 THROUGHOUT, UON ACP -1 HIGH PERFORMANCE ACOUSTICAL CEILING PANEL. AT ALL CONFERENCE AND PROJECT ROOMS, UON, HEIGHT INDICATED ON DRAWINGS APC -2 TYPICAL ACOUSTICAL CEILING PANEL. ALL OTHER LOCATIONS, UON, HEIGHT INDICATED ON DRAWINGS APC -3 PIN MOUNTED ACOUSTICAL CEILING PANEL. AT CONCRETE COFFERS IN EXISTING WAFFLE SLAB APC -4 MOISTURE RESISTANT ACOUSTICAL CEILING PANEL. RESTROOMS, UON, HEIGHT INDICATED ON DRAWINGS RIBBON FRAMED TUBULAR ALUMINUM UNDULATING RIBBON FORM WRAPPED IN FIRE RESISTANT FABRIC F-1. LOCATION VARIES IN HEIGHT FROM 9-6" TO 15'-8" AFF. EXISTING FIXTURE TO REMAIN. EMERGENCY LIGHTING FIXTURES WITH SHADED COMPONENTS ARE WIRED WITH AN EMERGENCY CIRCUIT. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION DRAWN DATE. SUBTITLE ZGF ARCHITECTS . 12.12.13 LOWER SECOND FLOOR RCP - NW QUADRANT CHECKED TS 12.12.13 • SCALE: 1/8"=1'-0" CURRENT REVISION 131174-00 CITYaENED TINVint A IDEC 30 2013 PEwer EM r ;:F - SYMBOL DATE G 12.12.13 ENGINEER CHECKED APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER • COL. F -K/5-9 SHEET 2A280 JOB NO. 131174-00 COMP NO. DEV. CENTER, WA DWG NO. 9-120.2-2A280 IGHT ABOVE CEILING OWN DASHED) UNOCCUPIED AREA LEGEND OTS OTS OPEN TO STRUCTURE. PAINT 'ALL STRUCTURE, MECHANICAL, ELECTRICAL & PLUMBING P-4 THROUGHOUT UON GWB GYPSUM WALL BOARD SOFFIT ®HEIGHT INDICATED ON DRAWINGS. PAINT P-3 THROUGHOUT, UON GWB ACP 1 AC P 2 UAL. SURFACE MOUNTED LLER SHADE WITH VALANCE GWB SOFFIT, TYP ® EA ICE, U.O.N. MA ROL ON UAL SURFACE MOUNTED ER SHADE. WITH VALANCE ) I B SOFFIT i •EM M IN 0 • PG PERFORATED GYPSUM WALL BOARD CO HEIGHT INDICATED ON DRAWINGS. PAINT P-3 THROUGHOUT,' UON ACP -1 HIGH PERFORMANCE ACOUSTICAL CEILING PANEL.. AT ALL CONFERENCE AND PROJECT ROOMS, UON, HEIGHT INDICATED ON DRAWINGS APC -2 TYPICAL ACOUSTICAL CEILING PANEL. ALL OTHER LOCATIONS, UON, HEIGHT INDICATED ON DRAWINGS APC -3 PIN MOUNTED ACOUSTICAL CEILING PANEL. AT CONCRETE COFFERS IN EXISTING WAFFLE SLAB. APC -4 MOISTURE RESISTANT ACOUSTICAL CEILING PANEL. RESTROOMS, UON, HEIGHT INDICATED ON DRAWINGS RIBBON FRAMED TUBULAR ALUMINUM UNDULATING RIBBON FORM WRAPPED IN FIRE RESISTANT FABRIC F-1. LOCATION VARIES IN HEIGHT FROM 9-6" TO 15'-8" AFF. E EXISTING FIXTURE TO REMAIN. EMERGENCY LIGHTING FIXTURES WITH SHADED COMPONENTS ARE WIRED WITH AN EMERGENCY CIRCUIT. UNOCCUPIED AREA ALIGN ANUAL SURFACE MOUNTE ROLLER SHADE WITH VALANCE ON GWB SOFFIT lam El ■����■ ■___liii_-ii. _I � RECESSED MOTORIZED DUAL SUN AND LACK -OUT SHADE 111111 11111111111 1111111111111111 MINIM PARTITION EXTEND IN FRONT OF SPRANDRAL. CLAS PAN LS SECOND .FLOG �C SCALE: 1/8' = 0" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 r ti City of Tukwila BUILDING DIVISION 2A280 KEY PLAN SCALE: NONE 4' 0 2A281 2A283 4' 8' 16' SCALE: 1/8"=1'-0" RECEIVED Ciro OF TUIQWtt,q ;DEC 302013 PERMIT CaTER REVISION • APPROVED REVISION APPROVED F 9-120 ASIC - 90% CD REVIEW J#131174-00 G 9-120 ASIC - 100% CD ISSUE 11.21.13 12.12.13 C MATERIALS TEST EXPANSION J#137070 HANSON 02/23/95 9-120 ASIC -- EXTERIOR ENVELOPE 10.01.13 ffE D 'ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED VED BY DRAWN ZGF ARCHITECTS CRECKED TS ENGINEER DATE 12.12.13 12.12.13 SUBTITLE CURRENT REVISION 131174-00 SYMBOL 12.12.13 TITLE CHECKED APPROVED APPROVED BUILDING 9-120.2 2A282 JOB NO. E 9-120 ACTS - 60% SUBMITTAL ISSUE 10.31.13 ARCHITECTURAL MASTER COL. F -K/5-9 DEV. CENTER. WA DWG NO. • 131174-00 9 COMP NO. 120.2-2A282 LEGEND OTS OTS OPEN TO STRUCTURE. PAINT ALL STRUCTURE, MECHANICAL, ELECTRICAL & PLUMBING P-4 THROUGHOUT UON GWB GWB GYPSUM WALL BOARD SOFFIT. 0 HEIGHT INDICATED ON DRAWINGS. PAINT P-3 THROUGHOUT, UON PG PERFORATED GYPSUM WALL BOARD 0 HEIGHT INDICATED ON DRAWINGS. PAINT P-3 THROUGHOUT, UON ACP -1 HIGH PERFORMANCE ACOUSTICAL CEILING PANEL. AT ALL CONFERENCE AND PROJECT ROOMS, UON, HEIGHT INDICATED ON DRAWINGS . APC -2 TYPICAL ACOUSTICAL CEILING PANEL. ALL OTHER LOCATIONS, UON, HEIGHT INDICATED ON DRAWINGS APC -3 PIN MOUNTED ACOUSTICAL CEILING PANEL. AT CONCRETE COFFERS IN EXISTING WAFFLE SLAB APC -4 MOISTURE RESISTANT ACOUSTICAL CEILING PANEL. RESTROOMS, UON, HEIGHT INDICATED ON DRAWINGS RIBBON FRAMED TUBULAR ALUMINUM UNDULATING RIBBON FORM WRAPPED IN FIRE RESISTANT FABRIC F-1. LOCATION VARIES IN HEIGHT FROM 9-6" TO 15'-8" AFF. EXISTING FIXTURE TO REMAIN. 1-0--+ EMERGENCY LIGHTING FIXTURES WITH SHADED COMPONENTS ARE WIRED WITH AN EMERGENCY CIRCUIT. E STAIR REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 2A280 2A281 2A282 j A283 KEY PLAN SCALE: NONE SECOND FLOOZ EFLECTE, CELI\C PLA\ SCALE: 1/8"= 1'-0" SCALE: 1/8"=1' SYM REVISION BY • APPROVED DATE SYM REVISION BY APPROVED DATE 9762 B C BCAG ENGINEERING OFFICE EXPANSION 777: PROVIDE 2,500. SF. OFFICE SPACE MATERIALS TEST EXPANSION J#137070 D 9-120 ASIC - EXTERIOR ENVELOPE J. BARNES J. BARNES HANSON ZGF F G 9-120 ASIC — 90% CD REVIEW J#131174-00 9-120 ASIC — 100% CD ISSUE ZGF TS 11.21.13 ZGF TS 12.12.13 TS 02/23/95 10.01.13 ,® RE TER D v' ciTET �tT, t. CHER T, GTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE ZGF ARCHITECTS 12.12.13 CHECKED TS 12.12.13 SUBTITLE LOWER SECOND FLOOR RCP - SE QUADRANT • ENGINEER CHECKED CURRENT REVISION 131174-00 SHEET SYMBOL DATE 12.12.13 TITLE APPROVED BUILDING 9-120.2 2A283 JOB NO. 131174-00 COMP NO. E 9-120 ACIS — 60% SUBMITTAL ISSUE ZGF TS 10.31.13 APPROVED ARCHITECTURAL MASTER COL. F -K/5-9 DEV. CENTER, WA DWG NO. 9-120.2-2A283 VIEW STATION STORAGE GENERAL NOTES: 1. ALL WALLS P-3, UNO 2. ALL FLOORS CPT -2, UNO 3. REFER TO INTERIOR ELEVATIONS FOR DETAILED FINISH INFORMATION. CONFERENCE ROOM 21A1 Iii NW STAIR. EXEC HOTEL STORA 21C1 ASIC MANAGER OFFICE VIEW ROOM 1 VIEW ROOM 2 EXEC HOTEL SATELLITE JANITOR HOTEL HOTEL 21B2 HA LWAY PROJECT ROO ►„ CLOSE1611-) CONFERENCE VESTI : ULE LOBBY A4 3A2 COFFEE BAR (CPT -2 ) ASIC SUPERVISOR OFFICE VIEW ROOM 5 DIRECTOR OFFICE (CPT -2) OFFIC SSISTAN JECT ROOM ASIC MANAGER OFFICE. R` DETAILED . FINISH ORMATION. ATRECEPTIO B3 SEE SHEET .A458 (CPT -2 ) CONFERENCE COLLABORATION SPACE 2A10 . 2A1 1 WP -2) HONE (FWP-a PHONE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 KEY PLAN SCALE: NONE SCALE: 1/8"=1' - \D FLOO SCALE: 1/8"= 1'-0" ISH PLA\ \W QUADA\T City of Tukwila BUILDING DIVISION REVISION APPROVED REVISION APPROVED ORIGINAL J# 131174-00 11.21.13 ACCEPTABILITY. THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER DATE 12.05.13 12.05.13 SUBTITLE SECOND FLOOR FINISH PLAN - NW QUADRANT CURRENT REVISION 131174-00 SYMBOL 12.05.13 .APPROVED BY TITLE CHECKED APPROVED APPROVED ARCHITECTURAL MASTER BUILDING 9-120 COL. A -F/1-5 DEV. CENTER. WA JOB NO. DWG NO. COMP NO. 131174=00 9-120-A310 GENERAL NOTES: 1. ALL WALLS P-3, UNO 2. ALL FLOORS CPT -2, UNO 3. REFER TO INTERIOR ELEVATIONS FOR DETAILED FINISH INFORMATION.' ASIC SUPERVISOR OFFICE ASIC SUPERVISOR OFFICE OPEN OFFICE a) TYP AT ALL REUTES CONCEPT CENTER MANAGER ( P-8 CONCEPT CENTER MANAGER (CPT -2) TYP BASE ALL SIDES AT EXTERIOR OF PROJECT ROOMS TYP AT ALL REUTES d. TYP BASE ALL SIDES AT EXTERIOR OF PROJECT T ROOMS MAIN ELEC ROOM 4V12511 PROJE OPEN OFFICE CON FEREN ROOM 21A8 P- FWP3-1 CED 3ONCEPT CENTE? UPERVISOR O.:ILE SOLUTIC nneo SUPERVISOR OBILE SOL MANAGER (WC -2: MECHANICAL ROOM REVIEWED FOR CODE COMPLIANCE APPROVED. FEB 19 2014 SECO\D FLOO SCALE: 1/B'= I'-0' - SW QUAA\T KEY PLAN SCALE: NONE 4' 0 4' SCALE: 1/8"=1'-0" REVISION APPROVED. REVISION APPROVED ORIGINAL J# 131174-00 12.12.13 Q� BOE/NGS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ARP -ROVED BY DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER CHECKED APPROVED APPROVED DATE 12.12.13 12.12.13 S BTITLE SECOND FLOOR FINISH PLAN - SW QUADRANT CURRENT REVISION 131174-00 SYMBOL 12.12.13 TITLE BUILDING 9-120.2 COL. A -F/5-9 ARCHITECTURAL MASTER JOB NO. 131174-00 COMP NO. DEV. CENTER, WA DWG NO. 9-120.2-3Al2 DOOR SCHEDULE DOOR MARK DOOR SIZE TYPE MATL FINISH RATING (MIN.) FRAME TYPE FRAME MATL FRAME FINISH HDW GROUP HEAD DETAILS JAMB SILL NOTES 21 H3 3'-0" X 7'-0" B WD WD—XX 1 MTL ALUM 4A MATCH EXISTING SPECIES & FINISH 22H3 3'-0" X 7-0" B WD WD -XX 1 MTL ALUM 2A MATCH EXISTING SPECIES & FINISH 23H3 3'-0" X 7'-0" B WD WD—XX 1 MTL ALUM 2A — MATCH EXISTING SPECIES & FINISH 24H3 3'-0" X 7'-0" B WD W.D—XX MTL ALUM 4A MATCH EXISTING SPECIES & FINISH 21G3 EXISTING A WD EXIST 1 MTL EXIST 16 MODIFY HARDWARE 23A1 3'-0" X 8'-0" A WD PT—P3 1 WD PT—P3 2 16/A501 17/A501 2/A506 24A1 3'-0" X 8'-0" A WD PT—P3 1 WD PT—P3 2 16/A501 17/A501 2/A506 25A1 3'-0" x 8'-0" A WD PT -P3 1 WD PT—P3 2 16/A501 17/A501 2/A506 26A1 3'-0" X 8'-0" A WD PT—P3 1 WD PT -P3 4 16/A501 17/A501 2/A506 21B1 MATCH EXIST OPENG, C HM PT—P4 20 MIN. EXIST EXIST PT—P4 20 EXISTING EMBEDED FRAME -TO REMAIN. NEW HM DOOR. 22B1 3'-0" X 8'-0" A WD PT—P3 1 WD PT—P3 5 16/A501 17/A501 2/A506 21A2 3'-0" X 8'-0" A WD PT—P3 1 WD PT—P3 2 16/A501 17/A501 2/A506 22A2 3'—O" X 8'—O" A WD PT—P3 1 WD PT—P3 4 16/A501 17/A501 2/A506 23A2 3'-0" X 8'-0" . A WD PT—P3 1 WD PT -P3 4 16/A501 17/A501 2/A506 24A2 3'-0" X 8'-0" A WD PT -P3 1 WD PT—P3 4 16/A501 17/A501 2/A506 25A2 3'-0" X 8'-0" A WD PT -P3 1 WD PT—P3 4 16/A501 17/A501 2/A506 26A2 3'-0" X 8'-0". A WD PT—P3 1 WD PT—P3 2 1.6/A501 17/A501 2/A506 2182 3'-0" X 8'-0" A WD. PT—P3 1 WD PT—P3 4 16/A50.1 17/A501 2/A506 22B2 3'-0" X 8'-0" A WD PT—P3 1 WD PT—P3 4 16/A501 17/A501 2/A506 2362 4'-0" X 8'-0" G GL TG NA NA NA 10 23/ A506 13/A501 14/A501 FULL HT. FRAMELESS TEMP GL DOOR & TRANSOM 2462 3'-0" X 8'-0". A WD PT—P3 1 WD PT—P3 4 16/A501 17/A501 2/A506 25B2 3'-0" X 8'-0" A WD WC -1 CUSTOM WD PT—P3 7 7/A506 7/A506 4/A506 BLIND DOOR W/ WC1 ® LOBBY SIDE, P3 © OFFICE SIDE 21 C2 3'-6" X 8'-0" G GL TG NA NA NA 10 — FULL HT FRAMELESS TEMP GL DOORS 22C2 3'-0" X 8'-0" A WD PT—P4 1 WD PT—P4 5 16/A501 17/A501 2/A506 FULL HT FRAMELESS TEMP GL DOORS 21A3 3'-0" x 8'-0" A WD PT—P3 1 WD PT—P3 2 16/A501 17/A501 2/A506 24A3 3'-0" X 8'-0" A WD PT—P3 1 WD PT—P3 2 16/A501 17/A501 2/A506 21 B3 3'-0" X 8'-0" A WD PT—P9 1 WD WD—P9 2 16/A501 17/A501 2/A506 2283 PR. 3'-6" X 8'-0" GG GL TG NA NA NA 13 23/A505 13/A501 14/A501 FULL HT FRAMELES TEMP GL DOORS & TRANSOM 2363 3'-0" X 8'-0" A WD PT—P9 1 WD WD—P9 4 16/A501 17/A501 2/A506 21 C3 PR. 3'-0" X 8'-0" F WD PT—P3 2 WD WD—P3 3 22C3 PR. 3'-0" X 8'-0" F WD PT—P3 2 WD WD—P3 3 23C3 PR. 3'-0" X 8'-0" F WD/GL PT—P3 2 WD WD—P3 17 — TEMPERED GLASS VISION LITE 21 C4 3'-0" X 8'-0" A WD PT—P3 1 WD WD—P3 2 16/A501 17/A501 2/A506 22C4 2'-8" X 8'—O" B WD PT—P3 1 WD PT—P3 18 23C4 2'-8" X 8'-0" B WD PT—P3 1 WD PT—P3 18 24C4 21 A5 3'-0" X 8'-0" 3'-0" X 8'-0" A A WD WD PT—P3 PT—P3 1 1 WD WD PT—P3 PT— P3 5 16/A501 17/A501 2 16/A501 17/A501. 2/A506 22A5 3'-6" X 8'-0" G GL TGL NA NA NA 13 23/A506 FULL HT. FRAMELESS TEMPERED GLASS DOOR & TRANSOM 23A5 3'—O" X 8'-0" A WD PT—P3 1 WD PT—P3 2 16/A501 17/A501 2/A5O6 24A5 3'-0" X 8'-0" A WD PT—P3 1 WD PT—P3 2 16/A501 17/A501 2/A506 2165 3'-6" X 8'—O" G GL TGL NA NA NA 13 23/A506 FULL HT. FRAMELESS TEMPERED GLASS DOOR & TRANSOM 21A6 22A6 23A6 24A6 2266 2366 3'-0" X 8'-0" A A A WD GL WD WD GL GL GL PT—P3 TGL PT—P3 PT—P3 TGL TGL TGL 1 NA 1 1 NA NA NA WD NA WD WD NA NA NA PT—P3 NA PT—P3 PT— P3 NA NA NA 2 13 5B 13 13 13 FULL HT. FRAMELESS TEMPERED GLASS DOOR & TRANSOM 17/A5o 2/A506 ADD VISION LITE FULL HT. FRAMELESS TEMPERED GLASS FULL HT. FRAMELESS TEMPERED GLASS FULL HT. FRAMELESS TEMPERED GLASS DOOR & TRANSOM DOOR & TRANSOM DOOR & TRANSOM 2106 GL TGL NA NA NA 13 23/A506 FULL HT. FRAMELESS TEMPERED GLASS DOOR & TRANSOM 22C6 GL TGL NA NA NA 13 FULL HT. FRAMELESS TEMPERED GLASS DOOR & TRANSOM 22D6 A WD PT— P3 1 WD 5 16/A501 17/A501 MATCH EXIST OPENG. HM PT—P3 20 MIN. EXIST EXIST 21 EXISTING EMBEDDED FRAME TO REMAIN 22A7 WD PT—P3 1 WD PT—P3 18 23A7 WD PT—P3 1 WD PT— P3 18 A WD PT—P3 1 WD PT—P3 4 A WD PT—P3 1 WD PT— P3 2 16/A501 17/A501 2/A506 23A8 A WD PT—P3 1 WD PT— P3 4 16/A501 17/A5o1 2/A506 22B8 2368 A A A WD WD WD PT—P3 1 1 1 WD WD WD PT—P3 PT—P3 PT—P3 2 2 17/A501 2/A506 17/A501 2/A506 17/A501 2/A506 INSTALL TEMP VISION GL. LITE. 2468 A WD PT—P3 1 WD PT—P3 5A 16/A501 17/A501 2/A5o6 A WD PT—P3 1 WD PT—P3 6 WD PT—P3 1 WD PT—P3 12 22C8 WD PT—P3 1 WD 12 21H7 A WD PT P3 1 WD PT—P3 14 16/A501 17/A501 2/A5o6 22H7 23H7 A A WD WD PT— P3 1 1 WD WD PT—P3 PT—P3 14 15 17/A5ol 2/A506 17/A5ol 2/A506 GENERAL FRAN E AND DOOR NOTES 1. PROVIDE FRAMES WITH THROATS TO ACCOMMODATE WALLS IN WHICH DOORS ARE LOCATED, EXCEPT WHERE INDICATED OTHERWISE ON PLAN DETAILS. 2. CLOSERS SHALL BE PROVIDED ON LABELED DOORS. 3. ALL DOORS SHALL BE 1 3/4" THICK UNLESS OTHERWISE NOTED. 4. SEE DOOR SCHEDULE FOR DOOR AND FRAME FINISHES. DOOR EDGES TO MATCH FINISHES OF DOOR SURFACES. 5. WOOD DOORS TO BE STAINED XXX 6. NOT USED. 7. DOOR OPENINGS ARE 6" FROM ADJACENT PERPENDICULAR WALLS, OR CENTERED IN ROOM, UNLESS DIMENSIONED OTHERWISE. 8. GLASS GLAZING. A. UNCOATED CLEAR HEAT TREATED FLOAT GLASS: ASTM C1048, CONDITION A (UNCOATED SURFACES), TYPE I (TRANSPARENT GLASS, FLAT), CLASS I (CLEAR) QUALITY q3 (GLAZING SELECT), KIND FT (FULLY TEMPERED) AT DOOR LITES, DOOR SIDELITES AND TRANSOMS AND ELSEWHERE AS REQUIRED OR INDICATED, EXCEPT AT RATED LOCATIONS. THICKNESS:1/4" EXCEPT 3/16" AT LITES IN DOORS. B. GLAZING FOR 20—MINUTE RATED ASSEMBLIES: POLISHED WIRE GLASS PER ASTM C1036 TYPE II (PATTERNED AND WIRED GLASS FLAT), CLASS I (CLEAR) QUALITY q8 (GLAZING); 6.4MM THICK. PROVIDE FORM I (WIRED, POLISHED BOTH SIDES), WITH M2 SQUARE MESH. 9. ADJUST EXIST. DOORS WITHIN AREA OF WORK TO ACHIEVE POSITIVE LATCHING. 10. EXISTING PAINTED DOORS AND FRAMES TO REMAIN SHALL BE CLEANED AND RE—PAINTED, AND EXISTING STAINED WOOD DOORS SHALL BE CLEANED AND RE—STAINED TO MATCH NEW DOORS, PER SPEC. SECTION NO. 09900 WHERE INDICATED ON DOOR SCHEDULE. 11. DOOR MARKS ARE ASSIGNED RELATIVE TO THE MAJOR BUILDING—GRID BAY IN WHICH THE ELEMENT OCCURS. THE DOOR MARK IS COMPOSED AS FOLLOWS: 10366 FLOOR NUMBER T \ GRID NUMBER TO NW SEQUENCE NUMBER GRID LETTER TO NW 12. DOOR FRAMES HUNG WITH LABELED DOORS SHALL ALSO BE LABELED TO MATCH THAT OF DOOR FOR OVERALL ASSMEBLY RATING. 13. SEE FINISH PLANS, 2A300 AND 2A302, AND INTERIOR ELEVATIONS, A371 THRU A376, FOR DOOR AND FRAME FINISHES. HARDWARE \OTES GENERAL HARDWARE NOTES: 1. PROVIDE ALL LOCKSETS LESS CYLINDER, TYPICAL HARDWARE NOTES: 2. PROVIDE SWITCH END CAP, BLANK END CAP, 'NO DESTRUCT' MOTOR/CLUTCH ASSEMBLY AC POWER CABLE, AND TWO PUSH BUTTON ASSEMBLIES W/ INTERNATIONAL SYMBOL OF ACCESSIBILITY INCLUDING WIRING TO POWER OPERATOR, EXCEPT, BATTERY OPERATED ACTUATOR AT EXTERIOR BOLLARD MOUNTED LOCATIONS. PROVIDE OPERATOR AT RIGHT HAND REVERSE LEAF TYP. 3. PROVIDE US 26D FINISH: SATIN CHROME 4. 'PROVIDE CUTOUTS FOR SPECIFIED HARDWARE. 5. SEE PROJECT MANUAL FOR HARDWARE GROUPS. Fis\ME TYPES F DR SCHIED SEE SCHEDULE h. SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SLF DR. SCHIED PROFILE OF CHANNEL GL. TOP TR ACK FIXED PLAM PANEL PROFILE OF DOOR FRAME 3. PROFILE OF CHANNEL GL. BOTTOM TRACK DOO TYPES 31 TEMP VISION GL. LITE (WHERE SPECIFIED) SAFETY GLASS LITE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ,9-120 FCS - SPL LABS A J #16054201-02 DLR GROUP DLR GROUP DR/LS LS/DR 07.12.07 07.25.07 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 RECORD DRAWING 9-120 ASIC - 60% SUBMITTAL ISSUE 1,1 131174-00 DLR GROUP ZGF LS TS 9-120 ASIC - 90% CD REVIEW ZGF TS' 11.21.13 ACCEPTABILITY TH5 DESIGN AND/OR* SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER (3-.0399 NOT USED MUE 12.12.13 12.12.13 NOT USED r- TEMP VISION GL. LITE (WHERE SPECIFIED) REVIEWED FOR CODE COMPLIANCE APPROVED FEB 1 9 2011 • City of Tukwila BUILDING DIVISIOls RECENED CITYOFTwoolui petstrawypi SUBTITLE DOOR & HARDWARE SCHEDULES & FRAME TYPES CURRENT REVISION 131174-00 A33REVIATIONS AL ALUMINUM AUTO AUTOMATIC SC SOLID CORE CYL CYLINDER LOCK DR DOOR EX EXISTING FF FACTORY FINISH FG FLOAT GLASS FGT TEMPERED FLOAT GLASS FPNT FACTORY PAINTED GL GLASS H M HOLLOW METAL LF LEAF MHO MAGNETIC HOLD OPEN OH OPPOSITE HAND OPP OPPOSITE OPR OPERATOR PG PATTERN GLASS PGT TEMPERED PATTERN MASS PT PAINT 099000 PR PAIR SIM SIMILAR STN STAIN/VARNISH 099000 SSTL STAINLESS STEEL STL STEEL TG TEMPERED GLASS WD WOOD ZG F SYMBOL DATE MMMMMWCAMCMCWO 12.12.13 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 DEV. CENTER, WA SHEET A350 JOB NO. 131174-00 COMP NO. DWG NO. BARNDT: 7/25/2007 9:09:05 AM c WALL TYPES 1 LAYER 5/8" ONE SIDE AND ONE _ ti 'J.: '�,'" LAYER 5/8" GWB ON THE OTHER SIDE SIDE TO STRUCTURE ABOVE. 5/8 GWB TO STRUCTURE . ABOVE ,� 5/8 , GWB TO STRUCTURE ABOVE ��-' - �: 7/8" HAT CHANNELS 16" O.C. TO ��'�'�� :`�-��;: i R-11 BATT INSULATION TO STRUCTURE ABOVE ti 3-5/8" X 25 GAUGE 7 MTL STUDS © 16" O.C. TO STRUCTURE ABOVE. STRUCTURE ABOVE 1/2" SHIM / 11 �,� �� MTL �=- A 3-5/8 X 20 GAUGE STUDS ® 16" O.C. TO STRUCTURE ABOVE. B SAME AS ABOVE EXCEPT GWB AND B.1 FRAMING TO 6" ABOVE CEILING B.2 SAME AS B EXCEPT USE 2 ." MTL STUDS CO 16" O.C. B 3 SAME AS B EXCEPT ADD ACOUSTICAL BATT INSULATION EXISTING WALL O ®SAME AS ABOVE EXCEPT GWB AND FRAMING TO 6" ABOVE CEILING GWB EA. SIDE TO STRUCTURE • ABOVE. w a c • o �TWO LAYERS 5/8" GWB ON ONE SIDE AND ONE LAYER 5/8" GWB ON OTHER SIDE OF STUDS TO �, la g v . ; : * a' o U5 -TWO LAYERS 5/8" GWB ON ONE SIDE AND ONE LAYER 5/8" GWB ON OTHER SIDE OF STUDS TO STRUCT 3-5/8" X 25 GAUGE MTL STUDS. X• ``' •a : ;• ' ''� �� 0 o CD STRUCT. ABOVE. STC 45. 3-5/8" X 25 GAUGE MTL STUDS © 16" O.C. TO STRUCT. ABOVE. -; x:;,.:.f.00.00,„%43 `'' s C C 0140 �� o "go ABOVE. STC 50. —5/8" X 25 GAUGE MTL STUDS 16" O.C. TO STRUCT. ABOVE. 16" O.C: TO STRUCTURE ABOVE. D. SAME AS ABOVE EXCEPT GWB D.1 AND FRAMING TO 1O' -O" AFF D.2 SAME AS TYPE D EXCEPT FRAMING TO BE 6" X 25 GAUGE MTL STUDS ®16" O.C. SAME AS ABOVE EXCEPT GWB ® AND FRAMING TO 10'-0" AFF . SAME AS TYPE E EXCEPT GWB AND FRAMING TO 6" ABOVE CLG. ® SAME AS TYPE E EXCEPT FRAMING TO BE 6" X 25 GAUGE © 16" O.C. . SAME AS ABOVE EXCEPT GWB . AND FRAMING TO 10'-0" AFF .SAME AS TYPE F EXCEPT GWB AND FRAMING TO 6" ABOVE CLG. TWO LAYERS 5/8" GWB ON %': _.--�. ONE LAYER 5/8" GWB EA. SIDE OF STUDS TO • ; . �/ `l.' ice. '• 6.-m • •' ONE SIDE TO STRUCT. ABOVE • AND TWO LAYERS 5/8" GWB w a U- ^�-'' .;•�:;.; �--- ' w o TWO LAYERS 1/2" GWB EA. SIDE OF STUDS. SCORE GWB 1. STRUCTURE ABOVE. "� r . ON OTHER SIDE OF STUDS STRUCT. ABOVE. PROVIDE , -�:WALLS. ,; TO CREATE SMOOTH CURVED EXTEND TO , ::,-'�"� '`�� „i ..,r•TO �� oftwei 1/2" SPACE BETWEEN LINES W ` • �; o STRUCTURE ABOVE. ~ �� �� 1 OF STUDS. STC 63. w .vim_. ,' 3-5/8" X 25 GAUGE MTL 3-5/8" X 25 GAUGE MTL STUDS ® 16" O.C. TO STRUCT. ABOVE. STC 40. 3-5/8" X 20 GAUGE © MTL STUDS ®16" O.C. TO STRUCTURE ABOVE. ® STUDS TO STRUCTURE ABOVE. PROVIDE STUD SPACING TO CREATE SMOOTH CURVED WALLS SAME AS TYPE I EXCEPT FRAMING TO BE 6" X25 GA © 16" O.C. eirnoli TWO LAYERS 1/2" GWB ON TO Imall 1•01111,STRUCTURE ABOVE. Mall 3-5/8" X 25 GAUGE MTL STUDS TO STRUCT ABOVE. $111111 PROVIDE STUD SPACING TO illftli CREATE SMOOTH CURVED OWALLS S1S1S1S1\11(1S1\ Y" GAP BETWEEN PIPE AND STRUCTURE. ALLOW NO CONTACT . PACK WITH INSULATION PIPE 1\1\101\1\1\1\1\1 l SEAL AIRTIGHT WITH NON -HARDENING ACOUSTICAL SEALANT STUD WALL DUCT PE\ERATIC\ DEATA1091 A3701A351 SCALE: 3" = 1'-0" STUD WALL SCALE: 3" = 1'-0" SYM REVISION BY APPROVED SYM ORIG 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 A 9-120 ASIC 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 B 9-120 ASIC 100% CD ISSUE J#131174-00 ZGF TS 12.12.13 TS ?')AinariErArAvG° — J\di H' ECT N:� YN ;LMACHER A • INGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRA N ZGF ARCHITECTS DATE 12.12.13 UCT DE\ERATICN DEATALO0 A370 A351 X13-63$$ APPROVED BY DEPT. DATE CHECKED TS 12.12.13 SUBTITLE LEGE \D GE\EAL PARTITION TYPE, DEFINES CONFIGURATION AND STUD SIZE 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. PARTITIO\ OTES ALL PARTITON STUDS OR FURRING STRIPS SHALL BE 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL GYPSUM WALLBOARD TO BE 5/8" THICK TYPE 'X', UNLESS OTHERWISE NOTED. 3. ALL PENETRATIONS OF FIRE RATED': PARTITIONS . SHALL BE PROTECTED . BY EQUIVALENT FIRE RATED DAMPERS, LABELED DOORS, FRAMES, HARDWARE, FIRE SEALANT, ETC. 4. INSTALL CONTROL JOINTS AT GYPSUM WALL BOARD WALLS AT MAXIMUM 30'-0" O.C. HORIZONTALLY 5. INSTALL ACOUSTIC SEALANT AT ALL STC WALLS (EXCEPT STC 40 WALL TYPE), 3/4" AT TOP AND 1/2" AT BOTTOM. 6. ALL PARTITIONS THAT HAVE SPAN FLOOR TO STRUCTURE ABOVE SHALL HAVE A SLOTTED DEFLECTION TRACK AT TOP OF PARTITION. PROVIDE FOR 3/4" DEFLECTION. 7. SEE DETAILS 19 & 20 ON A351 FOR TYPICAL PENETRATION CONDITIONS DUCT SUPPORT EACH SIDE OF WALL SEAL THE GAP WITH SEALANT 1" OR LESS GAP PACK THE GAP WITH FIBERGLASS INSULATION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION WALL TYPES & MISC. DETAILS CITYorTESIA IOEC 3 0 20131 pandiroginEN PHASE. II CONSTRUCTION CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 ENGINEER 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 & VAT -R AL SC-ED.}LF SYMBOL MATERIAL MANUFACTURER PRODUCT NAME COLOR REMARKS CARPET ACP -1 CPT -1 CARPET TILE 'LEES GROUND STRATA MODULAR DK963 424 BRONZE PATINA MATCH EXISTING IN 22H2 24"X24" MODULAR TILE - QUARTER TURN INSTALLATION CPT -2 CARPET TILE LEES/MOHAWK AMusED. GT152 MODULAR DK963 989 OVERJOYED INSTALLATION: tbd CPT -3 CARPET TILE LEES/MOHAWK AMUSED cT153 MODULAR DK963 139 ENCHANTED INSTALLATION: tbd .U33E SASE 'ULTIMA, #1912 BEVELED TEGULAR, HUMIGARD PLUS WHITE 24"X24", 3/4" TH. - 16" SUPRAFINE GRID • PG -1. RB=1 RUBBER BASE ROPPE WALL BASE P147 LIGHT BROWN MATCH EXISTING IN 22H2 RB -2 RUBBER BASE ROPPE WALL BASE BLACK 2 2" STRAIGHT BASE AT CARPET TILE, COVED AT RESILIENT RB -3 . RUBBER BASE ROPPE ' WALL BASE P174 SMOKE 2 2" STRAIGHT BASE AT CPT 3 CARPET TILE ONLY ESI\ PA\ EL R-1 RESIN PANEL 3fORM CHROMA CLEAR FINISH: MATTE, 'STYLE: GHOST, GAUGE: 2" ACOUSTICAL WALL PA\EL FWP-1 PANEL FABRIC CARNEGIE XOREL/METEOR 6427 739 ACOUSTIC WALL PANEL SYSTEM -WHISPER WALLS FWP=2 PANEL FABRIC . CARNEGIE XOREL/METEOR 6427 706 ACOUSTIC WALL PANEL SYSTEM -WHISPER WALLS WOOD WD1 MDF PAINT AS ' NOTED IN ELEVAT ONS WD2 ' ' MAPLE VENEER MOHAWK TRR-32 COAL QUARTER SAWN, SLIP MATCH, CLEAR FINISH PA\T 'RUBBER STAIR TREADS PT -1 PAINT ICI 2006 FROST GENERAL PAINT COLOR PT -2 PAINT ICI 599 ITALIAN BRONZE ACCENT P-3 PAINT GLIDDEN MAJICA BENJAMIN MOORE 599 SUPER WHITE GENERAL WALL COLOR • P-4 PAINT GLIDDEN MAJICA BENJAMIN MOORE 1459 METRO GRAY GENERAL CEILING COLOR P-5 PAINT SCUFFMASTER SOLID METAL SM723 FLAT SHEEN WD1 WALL BASE . P-6 PAINT GLIDDEN MAJICA BENJAMIN MOORE 314 IMPERIAL YELLOW ACCENT AT OPEN COLLABORATION P-7 PAINT GLIDDEN MAJICA BENJAMIN MOORE 796 NOVA SCOTIA BLUE ACCENT AT ELEVATOR • P-8 PAINT GLIDDEN MAJICA BENJAMIN MOORE HC -159 PHILLIPSBURG BLUE ACCENT AT OFFICES P-9 PAINT ' GLIDDEN MAJICA BENJAMIN MOORE TBD ACCENT AT EXEC OA STATION P-10 PAINT ' GLIDDEN MAJICA BENJAMIN MOORE 2126-40 SWEATSHIRT GRAY EXISTING RAIL AND NEW GUARD RAIL. AT STAIR P-11 ' ' PAINT GLIDDEN MAJICA BENJAMIN MOORE 2016-20 CARROT STICK NEW HANDRAIL AT STAIR SOLD SURFACE SSM -1 SOLID SURFACE CORIAN ' . GLACIER WHITE PLASTIC 'LAMI \ATE PL -1 PLASTIC LAMINATE NEVAMAR. S3069 G SOFT ISLAND BREEZE GLOSS FINISH PL -2 PLASTIC LAMINATE INTERIOR ARTS 3094 MCR BLACK OAK RECON MICROLINE PL -3 PLASTIC LAMINATE NEVAMAR NV130067-G CHALK WHITE GLOSS FINISH PL -4 PLASTIC LAMINATE NEVAMAR NV130067-G CHALK WHITE GLOSS FINISH, MELCOR PL -5 PLASTIC LAMINATE INTERIOR ARTS 1040 MCR WHITE NEEDLE MICROLINE PL -66 PLASTIC LAMINATE NEVAMAR , S8001 G FRESH . PAPAYA GLOSS FINISH PL -7 PLASTIC LAMINATE NEVAMAR PM6001 POLISHED CHROME BASE AT DESKS AND CREDENZA PL -8 PLASTIC LAMINATE NEVAMAR S7024 -T ' CHALK WHITE TEXTURED FINISH CHV IC TILE T-1 CERAMIC TILE DAL -TILE UNITY P401 BEIGE 12 x 12 TILE; USE MATCHING 6 X 12 COVE BASE WALL COVE�I \G WC -1 WALL COVERING SANFOOT NATURAL WOOD VENEER QC MAPLE WC -2 WALL COVERING WALL TALKERS ' MAG -RITE II WHITE, 48" W ' DISTRIBUTOR: VICKI OLSON, KOROSEAL 206 660 4913 WC -3 WALL COVERING WALL TALKERS NU -VU -RITE NV -60 MATTE WHITE, 60" W DISTRIBUTOR: VICKI OLSON, KOROSEAL 206 660 4913 WC -4 NOT USED WC -5 WALL COVERING , CUSTOM PRINTED GRAPHIC, IMAGE TBD WC -6 WALL COVERING CUSTOM PRINTED GRAPHIC, IMAGE TBD COLOR & VATLR AL SC-=3UL- SYMBOL MATERIAL MANUFACTURER PRODUCT NAME COLOR REMARKS, CE LI\GS ACP -1 ACOUSTICAL CEILING PANEL ARMSTRONG OPTIMA OPEN PLAN #3251, SQUARE TEGULAR WHITE 24"X24", 3/4" TH. - 16" SUPRAFINE GRID ,ACP -2 ACOUSTICAL CEILING PANEL ARMSTRONG . ULTIMA #1912 BEVELED TEGULAR WHITE 9 �� 24 X24" , 3/4 TH. - 1s SUPRAFINE GRID ACP -3 ACOUSTICAL CEILING PANEL ARMSTRONG INTEGRA OPTIMA WITH FACTORY FINISHED EDGES WHITE CUSTOM SIZE, 3/4" TH. - PIN MOUNTED ACP -4 ACOUSTICAL CEILING PANEL ARMSTRONG 'ULTIMA, #1912 BEVELED TEGULAR, HUMIGARD PLUS WHITE 24"X24", 3/4" TH. - 16" SUPRAFINE GRID • PG -1. RT GYPSUM PERFOACEILING ED PANEL DANOLINE SOLOPANEL PATTERN: G8-18 UNPAINTED PAINT P3 STAI\ ST -1 WOOD DOOR STAIN COLOR _ _ MATCH EXISTING IN 22H2 V ETALS M-1 STAINLESS STEEL - FINISHED: BRUSHED TEAllO TZ -1 TERRAllO GENERAL TERRAllO MATCH BOEING B120-9 SAMPLE # 3115 ESL ENT FLOO \IG RF -1 RUBBER TILE MOHAWK TRR-32 COAL SIZE 36 X 36 RF -2 'RUBBER STAIR TREADS MOHAWK TRR-32 COAL TREADS, RISERS. LANDINGS. VERIFY TREAD/RISER SIZE .FA3IC F-1 FABRIC ABERDEEN FABRICS; INC. LIGHT KNIT, STYLE 5633 WHITE . CLASS A FIRE RETARDANT, MEETS NFPA - 701 SMALL SCALE X13-6388 G RAL FI\ S NOT - S 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. 2. 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. 5. WHERE TWO DISSIMILAR HEIGHT FLOOR FINISHES MEET AT DOORWAYS LOCATE TRANSITION IN CENTER OF CLOSED DOOR. 6. PROVIDE WALL BASE AT ALL LOCATIONS, OFFSETS, TOEKICKS, ALCOVES AND OTHER RECESSES WITHIN THE AREA OF WORK WHERE RESILIENT FLOORING OR CARPET ARE INDICATED U.N.O. 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. ALL WALLS WITHIN AREA OF WORK TO BE PAINTED PT -1 U.N.O. IN PHASE ONE PORTION OF -PROJECT, P-3 IN PHASE 2 PORTION OF PROJECT. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION CIYYaa to IDEC 302013 PERM1TCENRA 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 04.11.08 A 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13' B. 9-120 ASIC 90% CD REVIEW J# 131174-00 C 9-120 ASIC 90% CD ISSUE J#131174-00 ZGF ZGF TS TS 11.21.13 12.12.13 Q� BOE/iVG �- 9762 REGISTRED lit ' A. CT YTAI O!INR GTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF CHECKED TS ENGINEER DATE 12.12.13 12.12.13 SUBTITLE FINISH SCHEDULE CURRENT REVISION SYMBOL DATE 12.12.13 CHECKED APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER DEV. CENTER, WA SHEET A352 JOB NO. 16054201-02 COMP NO. DWG NO. 09-090-A352 RJVANLIERE: 7/10/2007 6:20:48 PM r— L— I 1 A50 6 GLASS DOOR AND PARTITION E\TAY LOB3Y - WEST WALL 7 50E II II II II . II II II II t WOOD VENEER WALL COVERING WC -1 P4 FREIGHT ELEVATOR P4 WD1 BASE/P5 WDI BASE/P4 SCALE: 1/4" = 1'-0" WD1 BASE—PAINT TO MATCH WALL P4 3 A506 P4 � P4 P4 WC1—WRAP TO INSIDE CORNER P3 P7 / AT ELEVATOR WALL PAINT EXISTING DOOR P4 EXISITNG ELEVATOR DOORS WDI BASE —P5 — WRAP TO INSIDE CORNER AT ELEVATOR WALL E\TY' L033Y - EAST WALL 2 SCALE. 1/4" = 1'-0' WC -1 P4 s 141. r 1 1 1 1 1 1 1 1 I 1 1 1 1 1. UNE s 1 1 1 1 1 1 1 1 1 i .1 E\TY L033Y SCALE 1/4 1'-0' 1 WD -1 BASE/P5 SEE SHEET a503 FOR DETAILS P4 P4 P4 EXISTING PIPE AND DUCT P3 ON EXTRA LAYER OF GYP BOARD WD1 BASE -PAINT TO MATCH WALL A452 A371 WC -1 I ' 1 A452 A371 P4 WD -1 BASE/P5 SEE SHEET a503 FOR DETAILS P4 M-1 GLASS CHANNEL WOOD VENEER WALL COVERING WC -1 Dia Q398 3 A452 A371 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION a. RECEIVED JDEC 3 0 2013 PERMIT CENTEL:1;i 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 ACIS — 100% CD ISSUE ZGF TS 12.12.13 A 9-120 FCS — SPL LABS ASI #07 416054201-02 DLR GROUP DR 09.17.07 RECORD DRAWING 9-120 AOE OFFICE MODERNIZATION 9-120 ACIS — 60% SUBMITTAL ISSUE J# 16054201-02 DLR GROUP J#131174-00 ZGF LS TS 04.11.08 10-14-13 ZGF TS 10.31.13 ?...._,ErmarErzAbf,a® 9762 REGI g RED � 1i:.ill *ili► ,� ►' ��,Irii1� YN CHER STA : 0� ASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE D WN ZGF CHECKED DATE 12.12.13 SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER. WA SHEET A371 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-A371 DREID: 09/18/07 07:46 c O cN r / / WD1 BASE -PAINT TO MATCH WALL A452 A371 WC -1 I ' 1 A452 A371 P4 WD -1 BASE/P5 SEE SHEET a503 FOR DETAILS P4 M-1 GLASS CHANNEL WOOD VENEER WALL COVERING WC -1 Dia Q398 3 A452 A371 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION a. RECEIVED JDEC 3 0 2013 PERMIT CENTEL:1;i 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 ACIS — 100% CD ISSUE ZGF TS 12.12.13 A 9-120 FCS — SPL LABS ASI #07 416054201-02 DLR GROUP DR 09.17.07 RECORD DRAWING 9-120 AOE OFFICE MODERNIZATION 9-120 ACIS — 60% SUBMITTAL ISSUE J# 16054201-02 DLR GROUP J#131174-00 ZGF LS TS 04.11.08 10-14-13 ZGF TS 10.31.13 ?...._,ErmarErzAbf,a® 9762 REGI g RED � 1i:.ill *ili► ,� ►' ��,Irii1� YN CHER STA : 0� ASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE D WN ZGF CHECKED DATE 12.12.13 SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER. WA SHEET A371 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-A371 DREID: 09/18/07 07:46 1= P4 ELEVATION SHOWN FLATTENED UILT- IN CASEWORK WC -5 AIR SUPPLY DUCT P4 WD1 BASE/P5 P4 DASHED LINES INDICATE CEILING RETURN AIR GRILLES P4 \ WC -1 P4 1 A50 P4 CUSTOM PRINTED GRAPHIC WOOD VENEER WALL COVERING P3 F N M CUSTOM PRINTED GRAPHIC WC5 DRYWALL CONTROL JOINT DRYWALL CONTROL JOINT EAST AT L033Y ASD OPEC OFFICE SCALE: 1/4" = 1'-0 RB2 P4 2A121A372 GLASS WITH PRIVACY FILM P3 CO PARTIAL ELEVATION -FLATTENED GLASS. WITH PRIVACY FILM \FERENCE SOON 2134 EXTE10 SCAL': 1/4" = 1-0" WD1 BASE/P3 GLASS WITH PRIVACY FILM WD1 BASE/P3 // TYPICAL PROJECT SCALE: 1/4" = 1'-0" // oov EXTEIO // WD1 BASE/P3 P4 P3 WD1 BASE/P3 3 P4 P3 GLASS WITH PRIVACY FILM A453 A371 SYM ORIQ A REVISION, BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-120 FCS - SPL LABS J#16054201-02 DLR GROUP DR/LS. 07.12.07 D 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21..13 9-120 FCS SPL LABS ASI #07 J#16054201-02 DLR GROUP DR 09.17.07 E 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 B RECORD DRAWING J# 16054201-02 9-120 AOE OFFICE MODERNIZATION DLR GROUP LS 04.11.08 J#131174-00 ZGF TS 10-14-13 C 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 9762 REGIS ' RED C ECT, 'II ► �/ LYNI : MACHER . A : 0 HINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF CHECKED TS ENGINEER DATE 12.12.13 12.12.13 2 A451_971 P3 X 13- 0388 SUBTITLE INTERIOR. ELEVATIONS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER, WA SHEET A372 JOB NO. DWG NO. COMP NO. 16054201-02 09-120-A372 DREID: 09/18/07 07:46 P3 ON CONCRETE P3 P3 5 A506 1/4" REVEAL BETWEEN NEW GYP BOARD AND STUD WALL AND EXISTING CONCRETE STRUCTURE. 1/4" REVEAL BETWEEN,, NEW GYP BOARD AND STUD WALL AND EXISTING CONCRETE STRUCTURE RB2 P3 P3 P3 \\ \\ \\ io w 0 IOPEN OFFICE - WEST WALL SCALE: 1/4" = 1'-0" .71 II II PL1 PANEL PL2 PA\TY 22A1 RB2 PL1 PANEL r II PL5 PL1 SPLASH 0 L J I PL2 P3 PL1 PANEL NiEL si PL5 PANEL P4. WC.1 P4 WC1 !-P3 2A10/2Al2 A373 P9 1 A506 WATER HEATER FULL HEIGHT P.LAM SPA SCALE: 1/4 = 1-0' 1/4" REVEAL-TYP ®NORTH, P4 EAST AND WEST WALLS P3 SSM1 SOLID SURFACE COUNTERTOP WD1-P5 (-2. EAST - EXECUTIVE AREA H SCALE: 1/4" = t'-0" P3 PL1 PANEL PL5 r--ir--i COLLAOATIO\ X00 PL5 II PL2 NNW P L5 PL1 II ISM II FULL HEIGHT P.LAM SPLASH SSM1 SOLID SURFACE COUNTERTOP V -WEST MOM OEM INNS (2-1 2Al2 A373 RB2 2A10 A373 P3 '41 MI EXECUTIVE AREA - SOUTH SCALE: 1/4' = 1 -0' WD1 BASE/P5 P3 1/4" REVEAL P4 P3 s 42, II N L P3 N P3 P3 REVISION APPROVED REVISION ORIG 9-120 FCS - SPL LABS J#16054201-02 A 9-120 FCS -, SPL LABS ASI #07 J#16054201-02 RECORD DRAWING J# 16054201-02 9-120 AOE OFFICE MODERNIZATION J#131174-00 a_Y )n Aclr _ Arm CI IRAAITTAI ISSI IF DLR GROUP 07.12.07 DLR GROUP 09.17.07 D 9-120 ASIC - 90% REVIEW J#131174-00 E 9-120 ASIC - 100% CD ISSUE APPROVED DATE TS 11.21.13 TS 12.12.1.3 GI TERED TECT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN . ZGF CHECKED ENGINEER P3 N II L=JI I P3 P P bi3vftiao38 DATE 12.12.13 12.12.13 SUBTITLE P3 P3 P3 2A10IA373 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014amworiAhmk ..DECMaim envorriorwtt 3°Lpol 4 INTERIOR ELEVATIONS City of Tukwila BUILDING DIVISION CURRENT REVISION 131174-00 SYMBOL DATE 2Al2 A373 12.12.13 TITLE CHECKED DLR GROUP 04.11.08 APPROVED 10-14-13 APPROVED ZGF TS 10.31.13 ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER, WA JOB NO. DWG NO. COMP NO. 16054201-02 09-120-A373 D STROBE NORTH �znP �o PJECT ROOV LIGHT SWITCH 24A2 WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 5 �A506 EAST FABRIC WRAPPED ACOUSTICAL PANELS LCD MONITORS -NIC VERIFY DIMENSIONS WITH OWNER SOUTH 3 EQUAL PANELS FWP2 •:1•: <A►St: ,.T.' 'S 1 N o) : 1 ................:.;._;1:........•....... WEST 3 EQUAL PANELS FABRIC WRAPPED ACOUSTICAL PANELS FWP1 PROJECT uI 2232 SCALE: 1/4" = 1 —0" WEST RB2-�TYP. PROJECT X00 SCALE: 1/4" = 1'-0° V NORTH 3 EQUAL PANELS WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 FWP2 EAST • LIGHT SWITCH STROBE FWP1 (Th 2A10 A374 SOUTH WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 NORTH 2383 O • CO wl LCD MONITORS -NIC VERIFY DIMENSIONS WITH OWNER FABRIC WRAPPED ACOUSTIC WALL PANELS <A►St: ,.T.' 'S 1 N o) : 1 ................:.;._;1:........•....... CO 1 !V I WEST. • 3 EQUAL \ RB2-TYP. • _ PANELS FWP1 PROJECT uI 2232 SCALE: 1/4" = 1 —0" WEST RB2-�TYP. PROJECT X00 SCALE: 1/4" = 1'-0° V NORTH 3 EQUAL PANELS WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 FWP2 EAST • LIGHT SWITCH STROBE FWP1 (Th 2A10 A374 SOUTH WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 NORTH 2383 O • CO wl LCD MONITORS -NIC VERIFY DIMENSIONS WITH OWNER FABRIC WRAPPED ACOUSTIC WALL PANELS FWP1 3 2A10 )74 FWP2 STROBE NORTH RB2-TYP. POJECT ROO LIGHT SWITCH WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING-WC2 V 23A2 EAST FABRIC WRAPPED ACOUSTICAL PANELS SOUTH FWP1 <A►St: ,.T.' 'S 1 N o) a w I 1 1 ................:.;._;1:........•....... CO 1 !V I WEST 4 EQUAL PANELS WEST 3 EQUAL PANELS WEST 2 EQUAL PANELa. �������[�'.•.. '4'�sj�:_.. � • EAST 4 EQUAL PANELS FWP1 3 2A10 )74 FWP2 STROBE NORTH RB2-TYP. POJECT ROO LIGHT SWITCH WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING-WC2 V 23A2 EAST FABRIC WRAPPED ACOUSTICAL PANELS SOUTH FWP1 SOUTH 4 EQUAL PANELS LINE WHERE ANGLED WALL STARTS WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 STROBE EAST RB2-TYP. • 1/4" REVEAL /I VIDEO C0\FERE\CE ROOV 21A1 SCALE 1/4" = 1'-0" LIGHT SWITCH C N FABRIC WRAPPED ACOUSTICAL PANELS FWP2 • DASHED LINE IS PROJECTION SCREEN IN EXTENDED POSITION WEST 5 EQUAL PANELS 5 2A10 A374 STROBE LIGHT SWITCH PROJECT ROOM 2432 SCALE: 1/4" = 1'-0" WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 EAST FABRIC WRAPPED ACOUSTICAL PANELS SODUHEQUAL PANELS LCD MONITOR -NIC -- . VERIFY DIMENSIONS WITH OWN ERT FWP2 LCD MONITOR -NIC WITH DIMENSIONS W TH OWNER 2 2A10 ±374 FWP1 <A►St: ,.T.' 'S 1 N o) a w I 1 1 ................:.;._;1:........•....... CO 1 !V I WEST 4 EQUAL PANELS WEST 3 EQUAL PANELS SOUTH 4 EQUAL PANELS LINE WHERE ANGLED WALL STARTS WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 STROBE EAST RB2-TYP. • 1/4" REVEAL /I VIDEO C0\FERE\CE ROOV 21A1 SCALE 1/4" = 1'-0" LIGHT SWITCH C N FABRIC WRAPPED ACOUSTICAL PANELS FWP2 • DASHED LINE IS PROJECTION SCREEN IN EXTENDED POSITION WEST 5 EQUAL PANELS 5 2A10 A374 STROBE LIGHT SWITCH PROJECT ROOM 2432 SCALE: 1/4" = 1'-0" WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 EAST FABRIC WRAPPED ACOUSTICAL PANELS SODUHEQUAL PANELS LCD MONITOR -NIC -- . VERIFY DIMENSIONS WITH OWN ERT FWP2 LCD MONITOR -NIC WITH DIMENSIONS W TH OWNER 2 2A10 ±374 FWP1 SOUTH RB2-TYP. 4 EQUAL PANELS CO VFPE\CE SOON 25A2 FWP2 LIGHT FIXTURE /, ::5: 'S 1 N o) a w I 1 1 CO 1 !V I WEST 4 EQUAL PANELS SOUTH RB2-TYP. 4 EQUAL PANELS CO VFPE\CE SOON 25A2 FWP2 LIGHT FIXTURE /, ::5: ; 1 N o) a w I 1 1 CO 1 !V I A506. NORTH 4 EQ PANELS WEST 2 EQUAL PANELa. EQUAL PANELS FWP1 1..14.*;.;.44*#*.0.14.4:4.4.4:::::::':.::::•:. ::5: ; CO 1 !V I NORTH 4 EQ PANELS 4 2A10974 FWP1 STROBE / / / EAST SCALE: 1/4" = 1 —0" FABRIC WRAPPED ACOUSTICAL PANELS FWP1 LCD MONITORS AND CAMERA -NIC VERIFY DIMENSIONS WITH OWNER 4'-4' 2 EQUAL PANELS 7 2A10 A374 bro3; 8 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014. City of Tukwila BUILDING DIVISION 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 ASIC - 90% CD REVIEW J#131174 -DD ZGF TS 11.21.13 A 9-120 FCS = SPL LABS ASI #07 J#16054201-02 DLR GROUP DR. 09.17.07 E 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 RECORD DRAWING J# 16054201-02 DLR GROUP. LS 04.11.08 9-120 AOE OFFICE MODERNIZATION . J#131174-00 ZGF TS 10-14-13 a_19n Air — Fn% SIIRMITTAI ISSt1F ZGF TS 10.31.13 QiBOE/NG° 9762 41 I' �ViELLMACHER 1�re ST 0ASHINGTON TERED ITECT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION. IS APPROVED DRAWN ZGF CHECKED DATE 12.12.13 12.12.13 SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION 131174-00 SYMBOL LIGHT SWITCH 2A11A374 RECEIVED CITY OF?rt w „A 1BEC 30 2013 DATE 12.12.13 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER, WA SHEET A374 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-A374 .,--,.......,.....:..........:.:;........................... ....:.1.1..::::-....:.::::...;;..'„..:..............:....::.::....;:? ..:. ...... .Q 5 A A506 WEST \ RB2-TYP. - 3 EQUAL PANELS FWP2 WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 NORTH CO\FELE\CE SOON 21A8 STROBE LIGHT SWITCH EAST 1 FABRIC WRAPPED ACOUSTICAL PANELS FWP1 LCD MONITORS -NIC VERIFY DIMENSIONS/MOUNTING WITH AOWNER FAST • RB2-TYP. 6 EQUAL PANELS VIDEO CON FEE\CE ROM/ 23A8 SCALE 1/4" = 1._0. FABRIC WRAPPED ACOUSTICAL PANELS FWP2 NORTH 4 EQUAL PANELS RB2-TYP. OW- CO\FERE\CE SOON 21C4 SCALE: 1/4" = V-0" FABRIC WRAPPED ACOUSTICAL PANELS FWP1 CO 5'-0" POJECT. OQ/ SCALE: 1/4" = 1'-0" TYPICAL: ROOMS< 22A5, 21B6, 2106, 23B6 OPPOSITE: ROOMS 21B5, 22B6 RB2-TYP. -TYP 'FABRIC WRAPPED ACOUSTICAL PANELS FWP2 PROJECTION SCREEN WALL COVERING WC -3 .Q A Aag ................ .. ...... SOUTH 5 EQUAL PANELS 1 FABRIC WRAPPED ACOUSTICAL PANELS FWP1 LCD MONITORS -NIC VERIFY DIMENSIONS/MOUNTING WITH AOWNER FAST • RB2-TYP. 6 EQUAL PANELS VIDEO CON FEE\CE ROM/ 23A8 SCALE 1/4" = 1._0. FABRIC WRAPPED ACOUSTICAL PANELS FWP2 NORTH 4 EQUAL PANELS RB2-TYP. OW- CO\FERE\CE SOON 21C4 SCALE: 1/4" = V-0" FABRIC WRAPPED ACOUSTICAL PANELS FWP1 CO 5'-0" POJECT. OQ/ SCALE: 1/4" = 1'-0" TYPICAL: ROOMS< 22A5, 21B6, 2106, 23B6 OPPOSITE: ROOMS 21B5, 22B6 RB2-TYP. -TYP 'FABRIC WRAPPED ACOUSTICAL PANELS FWP2 PROJECTION SCREEN WALL COVERING WC -3 FABRIC WRAPPED ACOUSTICAL PANELS WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 FABRIC WRAPPED ACOUSTICAL PANELS FWP2 EQ ■ EQ 2A10/2Al2 A375 a 2 2Al2 A375 2Al2 MONITOR MOUNT LOCATION FWP1 A375 WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 WEST RB2-TYP. VIDEO CO \1FEENCE SCALE 1/4" = 1'-0" goo V 23A8 -FABRIC WRAPPED ACOUSTICAL PANELS FWP2-TYP 6555155151}}]USYAYAMS] STROBE PROJECTION SCREEN WALL COVERING WC -3 GLASS WITH PRIVACY FILM-TYP. LIGHT CONTROLS 2Al2 A375. LCD MONITORS -NIC VERIFY DIMENSIONS/MOUNTING WITH OWNER .Q A ................ .. ...... CO CV CO 4. 1'-31'-3 SOUTH 4 EQUAL PANELS EAST EQUAL PANELS 5'-0" ; SOUTH • 8 EQUAL PANELS FABRIC WRAPPED ACOUSTICAL PANELS WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 FABRIC WRAPPED ACOUSTICAL PANELS FWP2 EQ ■ EQ 2A10/2Al2 A375 a 2 2Al2 A375 2Al2 MONITOR MOUNT LOCATION FWP1 A375 WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 WEST RB2-TYP. VIDEO CO \1FEENCE SCALE 1/4" = 1'-0" goo V 23A8 -FABRIC WRAPPED ACOUSTICAL PANELS FWP2-TYP 6555155151}}]USYAYAMS] STROBE PROJECTION SCREEN WALL COVERING WC -3 GLASS WITH PRIVACY FILM-TYP. LIGHT CONTROLS 2Al2 A375. LCD MONITORS -NIC VERIFY DIMENSIONS/MOUNTING WITH OWNER FABRIC WRAPPED ACOUSTICAL PANELS FWP1 LIGHT FIXTURE PROJECT X00 V 22C6 FWP1 4 EQUAL PANELS DASHED LINES INDICATE CREDENZA - SEE CASEWORK DETAILS SHEET A503 CO\ EEE\ CE ROO RB2-1YP. 25'-6"-6 EQUAL PANELS V 2134 INTERIOR 3 SCALE: 1/4" = 1 -0" NOTE: ELEVATION FLATTENED, SEE ELEVATION 2/A372 FOR RELITE AND DOOR ELEVATIONS WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 STROBE LIGHT SWITCH WEST WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 NORTH SCALE: 1/4" = 1'-0" FABRIC WRAPPED ACOUSTICAL PANELS FWP1 LIGHT FIXTURE .Q A ................ .. ...... CO CV CO 4. 1'-31'-3 SOUTH 4 EQUAL PANELS FABRIC WRAPPED ACOUSTICAL PANELS FWP1 LIGHT FIXTURE PROJECT X00 V 22C6 FWP1 4 EQUAL PANELS DASHED LINES INDICATE CREDENZA - SEE CASEWORK DETAILS SHEET A503 CO\ EEE\ CE ROO RB2-1YP. 25'-6"-6 EQUAL PANELS V 2134 INTERIOR 3 SCALE: 1/4" = 1 -0" NOTE: ELEVATION FLATTENED, SEE ELEVATION 2/A372 FOR RELITE AND DOOR ELEVATIONS WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 STROBE LIGHT SWITCH WEST WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 NORTH SCALE: 1/4" = 1'-0" FABRIC WRAPPED ACOUSTICAL PANELS FWP1 LIGHT FIXTURE (6 PROJECT ;OOV 22A6 2A1�A375 SCALE: 1/4" = 1'-0" 2A10 A375 WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 SOUTH IS -6388 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION RECEIVID CITY OF TUKw, * DEC 30 2013 pEamirceo. 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 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 A 9-120 FCS - SPL LABS ASI #07 J#16054201-02 DLR GROUP DR 09.17.07 E 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 RECORD DRAWING • J# 16054201-02 DLR GROUP LS 04.11.08 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10-14-13 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 gLAsnow,Ava ' 9762 REGI ERED C TEC' LL 7:�`• '� CHER1HINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS 'APPROVED APPROVED BY DEPT. DATE DRAWN ZGF CHECKED DATE 12.12.13 12.12.13 SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER. WA SHEET A375 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-A374 DREID: 09/18/07 07:46 CO CV CO 4. 1'-31'-3 EAST EQUAL PANELS 5'-0" ; (6 PROJECT ;OOV 22A6 2A1�A375 SCALE: 1/4" = 1'-0" 2A10 A375 WALL TALKERS MAGNETIC WHITE BOARD WALL COVERING WC2 SOUTH IS -6388 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION RECEIVID CITY OF TUKw, * DEC 30 2013 pEamirceo. 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 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 A 9-120 FCS - SPL LABS ASI #07 J#16054201-02 DLR GROUP DR 09.17.07 E 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 RECORD DRAWING • J# 16054201-02 DLR GROUP LS 04.11.08 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10-14-13 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 gLAsnow,Ava ' 9762 REGI ERED C TEC' LL 7:�`• '� CHER1HINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS 'APPROVED APPROVED BY DEPT. DATE DRAWN ZGF CHECKED DATE 12.12.13 12.12.13 SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER. WA SHEET A375 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-A374 DREID: 09/18/07 07:46 P9 FWD 1 /P5 -WD1/P9 OFFICE ASSISTANT 23A3(-1 SCALE: 1/4" = 1 '-0" SOUTH. PL8-ALL CABINET DOORS, COUNTERTOPS AND SPLASH PSI\TER STATIO SCALE: 1/4" _ ,_o, 24A6 2Al2 A376 WD1/P5 2Al2 A376 P3 P6 CJ) 3 II =7 II II II L====J VERIFY OPENING SIZE_ P3 NICHE FOR MONITOR NORTH - SOUTH OPP. COLLA3ORATIO\ SCALE: 1/4' = 1'-0" ! EAST PLOTTE ROM/ 2338 `WD1/P6 SPACE 21A4 2Al2IA376 • • • SOUTH m 4 A505 rr= FRONT VIEW RB2 P3 • CO i TYPICAL NONITN AT COLO SIDE VIEW V\ 3 EXPOSED CONCRETE STRUCTURE - P4 WEST PL8-ALL CABINET DOORS, COUNTERTOPS AND SPLASH SCALE: 1/4" 1'-0" P3 FILE 3ANK NO STH WOOD ' FILES, N.I.C. PANELS BETWEEN EACH FILE -P3 SCALE: 1/4" = 1'-0" 8 2A121976 P3 6 2A121A376 2Al2 A376 WALL MOUNTED LIGHT FIXTURE P3 C N EAST PLOTTE R SCALE: 1/4" = 1'-0" SOUTH PL8-ALL CABINET DOORS, COUNTERTOPS AND SPLASH OON 22A3 4 SSM1 COUNTER TOP AND EDGE TYPICAL PHO\E ROOK PLYWOOD SUB -TOP AND WOOD LEDGER ALL AROUND 7 SCALE: 1/4" = 1'-0" GYP BOARD. CHASE PL8 PANEL PL8 COUNTERTOP r ----- ------I E ----------------T --- ____ — ___ I 3 L ------------I A506 L ----------------I r---- I I FWD 1 /P5 -WD1/P9 OFFICE ASSISTANT 23A3(-1 SCALE: 1/4" = 1 '-0" SOUTH. PL8-ALL CABINET DOORS, COUNTERTOPS AND SPLASH PSI\TER STATIO SCALE: 1/4" _ ,_o, 24A6 2Al2 A376 WD1/P5 2Al2 A376 P3 P6 CJ) 3 II =7 II II II L====J VERIFY OPENING SIZE_ P3 NICHE FOR MONITOR NORTH - SOUTH OPP. COLLA3ORATIO\ SCALE: 1/4' = 1'-0" ! EAST PLOTTE ROM/ 2338 `WD1/P6 SPACE 21A4 2Al2IA376 • • • SOUTH m 4 A505 rr= FRONT VIEW RB2 P3 • CO i TYPICAL NONITN AT COLO SIDE VIEW V\ 3 EXPOSED CONCRETE STRUCTURE - P4 WEST PL8-ALL CABINET DOORS, COUNTERTOPS AND SPLASH SCALE: 1/4" 1'-0" P3 FILE 3ANK NO STH WOOD ' FILES, N.I.C. PANELS BETWEEN EACH FILE -P3 SCALE: 1/4" = 1'-0" 8 2A121976 P3 6 2A121A376 2Al2 A376 WALL MOUNTED LIGHT FIXTURE P3 C N EAST PLOTTE R SCALE: 1/4" = 1'-0" SOUTH PL8-ALL CABINET DOORS, COUNTERTOPS AND SPLASH OON 22A3 4 SSM1 COUNTER TOP AND EDGE TYPICAL PHO\E ROOK PLYWOOD SUB -TOP AND WOOD LEDGER ALL AROUND 7 SCALE: 1/4" = 1'-0" GYP BOARD. CHASE PL8 PANEL PL8 COUNTERTOP 2Al2IA376 GYP BOARD. CHASE PL8 PANEL 2A10 A376 r— -------------i r ----- ------I E ----------------T --- ____ — ___ I L ----------------I L ------------I L ----------------I r---- I I I I I T-----------1 I -- ------------1 I 1 2Al2IA376 GYP BOARD. CHASE PL8 PANEL 2A10 A376 r— -------------i r--- ____ --- ____ — ___ I L ----------------I L ------------I r---- -- ----- ---1 r ------------i I I I • I P3 FILES, N.I.C. FILE 3ANK SOUTH WOOD PANELS BETWEEN EACH FILE -P3 '---P3 -FILES, N.I.C. —WOOD PANELS BETWEEN EACH FILE -P3 9 SCALE: 1/4" = 1 -0" 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 ASIC - 90% CD REVIEW • J#131174-00 ZGF TS 11.21.13 A 9-120 FCS - SPL LABS ASI #07 J#16054201-02 DLR GROUP DR 09.17.07 E 9-120 ASIC - 100% CD ISSUE J#131174-00 ZGF TS 12.05.13 RECORD DRAWING J# 16054201-02 DLR GROUP LS 04,11.08 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10-14-13 C 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 BOE/NG° 9762 VA 4, ell itI ♦mio N • . �I MACHER ) W HINGTON REGIS ERED ECT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF CHECKED TS ENGINEER DATE 12.05.13 12.05.13 SUBTITLE INTERIOR ELEVATIONS 2Al2 A376 P3 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 • City of Tukwila BUILDING DIVISION CURRENT REVISION 131174-00 SYMBOL IDEC 3 O 1 PER.Mt r DATE 12.05,13 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER. WA SHEET A376 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-A374 DREID: 09/18/07 07:46 ELEC, SUN SH CONCRE OCCURS. STOP.F HOTO SENSORED DE EXISTING PRECAST PANEL 3RD FLOOR ELEV. 51'-6" ELEC. PHOTO SENSORED SUN SHADE 3RD FLOOR ELEV. 51'-6" 3RD FLOOR. ELEV. 51'-6" BEAM, WHERE --'T IF. AT LOCATIONS RRING AT BEAM NEW STOREFRONT SYSTEM CONCRETE BEAM, WHERE -7 OCCURS, VIF. AT LOCATIONS STOP FURRING AT BEAM CONCRETE BEAM, WHERE-' OCCURS, VIF.. AT LOCATIONS STOP FURRING AT BEAM -MOUNT FIXTURE ON LEDGER. NOTCH EACH WALL TO ALLOW FIXTURE TO RUN CONTINUOUSLY. METAL FRAMING BEAM TO SUPPORT CEILING, AS REQD. L L L ACP CEILING SUN SHADE WITH VALANCE NEW STOREFRONT SYSTEM OFFICE SPRAY FOAM INSULATION WALL TYPE PER PLAN A451 SPRAY FOAM INSULATION WALL TYPE PER PLAN EXISTING PRECAST PANEL 2ND FLOOR ELEV. 33'-6" SPRAY FOAM INSULATION WALL TYPE PER PLAN 2ND FLOOR ELEV. 33'-6" EXISTING PRECAST PANEL 2ND FLOOR ELEV. 33'-6" 1 ST FLOOR ELEV. 15-6" 1ST FLOOR ELEV. 15' 1ST FLOOR ELEV. 15'-6" WALL SECTION SCALE: 1/2" = 1'-0" (i 2A10 L450 WALL SECTION SCALE: 1/2" = 1'-0" 2A10 A450 WALL SECTION SCALE: 1/2" = 1'-0" A450 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.31.13 B 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 C 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 gifinwerAorivG° 9762 REGIST 11 4`HI NirM, YN .0 RED ECT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED MACHER NGTON APPROVED BY DEPT. DATE DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER CHECKED DATE 12.12.13 12.12.13 SUBTITLE BUILDING SECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION CURRENT REVISION 131174-00 SYMBOL CITY OF MMA iOEC 3 0''20131 PERIlgriCEOPISP ZGF ZIMMER GUNSUL RASCA ARCHITECTS LLP DATE 12.12.13 APPROVED APPROVED TITLE RELOC ACAL/ASIC LAB BUILDING 9-120 ARCHITECTURAL MASTER COL. A -K/1-9 DEV. CENTER, WA SHEET A450 JOB NO. 131174-00 COMP NO. DWG NO. 9-120-A450 4" APPLIED INSULATION SILL BELOW 5/8" GWB ON VAPOR RETARDER ON STUDS WITH R-11 BATT NSULATION CLEAN AND .PREPARE CONCRETE TO REMOVE EFFLORESCENCE AND OTHER CONTAMINANTS EXISTING WEATHER SEAL - INSPECT AND REPAIR AS REQUIRED EXISTING CONCRETE PRECAST PANEL WALL WINDOW SYSTEM NOTE: SEE DETAIL 1/A451 FOR TYPICAL . NOTES /STRUCTURAL CONCRETE BEAM OR SLAB (VARIES ACCORDING TO LOCATION) BLOCKING AS REQUIRED SHIM AS REQUIRED EXISTING SHEAR WALL SPANDREL GLAZING FRICTION FIT SEMI-RIGID INSULATION R-19 BACKER ROD AND SEALANT SEALANT ELEC. PHOTO SENSORED SUN- SHADE LOCATION CONCRETE PRECAST PANEL BELOW INTEGRAL MTL FLASHING - ENSURE DRIP EDGE FULLY COVERS MEMBRANE FLASHING CONTINUOUS AIR TIGHT SEALANT AND BACKER ROD. JOINT. ENSURE SEALANT IS COMPATIBLE WITH FLASHING MEMBRANE PAINTED ALUM. 1/2"X1/2 ANGLE AS DRIP EDGE - MECHANICALLY ATTACHED BACKER ROD AND SEALANT WINDOW UNIT WITH COMPENSATION CHANNEL STORERO\T HEAD DETAIL SCALE: 3" = 1'-0" A611A451 DETAIL © SHEAF WALL SCALE: 3" = 1'-0" AB fA451 STNEF;ONT HEAD DETAIL SCALE: 3" = 1'-0" A611A451 1/2" BACK ROD & CAULK ALL AROUND, INTERIOR & EXTERIOR SPANDREL GLAZING FRICTION FIT SEMI-RIGID INSULATION R-19 INSECT SCREEN UPPER SILL @ CLERESTORY WINDOWS: GWB TO WRAP SILL, PAINT TOP OF GWB SILL WITH MULTIPLE COATS OF ACRYLIC LATEX PAINT. NOTE: SEE DETAIL 1/A451 FOR TYPICAL NOTES LOWER SILL @ COLLABORATION SPACES: INSTALL SOLID SURFACE SILL PIECE MEMBRANE FLASHING INTEGRAL MTL FLASHING - ENSURE DRIP EDGE FULLY COVERS MEMBRANE FLASHING FIRE TREATED PLYWOOD WOOD BLOCKING .AS REQUIRED, SLOPE. METAL LOUVER, ATTACH TO WINDOW FRAME SYSTEM PROVIDE INSULATED BLANK OFF PANEL AT ALL LOCATIONS W/O DUCT CONNECTIONS STOREHO\T SILL. DETAIL SCALE: 3" = A611A451 NOTE: SEE DETAIL 1/A451 FOR TYPICAL NOTES FIRE TREATED PLYWOOD WOOD BLOCKING AS REQUIRED, SLOPE. LIP ANGLE AS REQUIRED AT LOUVER ATTACHMENT TO WINDOW SYSTEM METAL. FLASHING WITH SIDE AND BACK DAM SET IN CONTINUOUS SEALANT STNEFRO\T SILL DETAIL. SCALE: 3" = 1'-0" 4" APPLIED INSULATION ULLIO\S AT LOUVERS SCALE 3"=1'-0" 4". APPLIED INSULATION 5/8" GYP BD OVER METAL FRAMING WITH R-19 BATT INSULATION AND VAPOR RETARDER, EXTEND INSULATION AND VAPOR RETARDER 12" .IN. FROM EXTERIOR 5/8" GYP BD OVER METAL FRAMING WITH R-19 BATT INSULATION AND VAPOR RETARDER. EXTEND INSULATION AND VAPOR RETARDER 12" IN FROM EXTERIOR EXISTING CONCRETE COLUMN EXISTING CONCRETE COLUMN METAL PANEL. PROVIDE STIFFENERS TO MAINTAIN FLATNESS AIR BARRIER MEMBRANE TO LAP OVER METAL FLASHING PANEL CLIP WEEP HOLES EXTEND FLEXIBLE FLASHING EXTEND FLEXIBLE FLASHING INTEGRAL MTL FLASHING - ENSURE DRIP EDGE FULLY COVERS MEMBRANE FLASHING CONCRETE PRECAST PANEL CONCRETE COLUMN EXTERIOR SHEATHING FLEXIBLE FLASHING EXISTING STEEL "T" SECTION EXISTING GLAZING SASH CONCRETE PRECAST PANEL BELOW BACKER ROD AND SEALANT EXISTING CONCRETE PRECAST PANEL MTL PANEL, COLOR TO MATCH. WINDOW SYSTEM INTEGRAL MTL FLASHING - ENSURE DRIP EDGE FULLY COVERS MEMBRANE FLASHING EXTERIOR SHEATHING FLEXIBLE FLASHING MTL PANEL, COLOR TO MATCH WINDOW SYSTEM EXTEND FLEXIBLE FLASHING. LAP OVER MEMBRANE. FEB 19 2014 �--�- CAULK & BACK ROD TO SEAL UNDER FLASHING AND TO CONC PANEL. INTEGRAL MTL FLASHING - ENSURE DRIP EDGE FULLY COVERS MEMBRANE FLASHING NETAL PA\EL ETAIL SCALE 3" = 1'-0" PLA\ DETAIL @ JAI 3 SCALE: 3" = 1'-O" PLA\ DETAIL @ TYP COLUN \ SC : 3" 1'-0" REVISION APPROVED REVISION APPROVED ORIG 9-120 FCS - SPL LABS RECORD DRAWING J#1605.4201-02 J# 16054201-02 DLR GROUP 07.12.07 D 9-120 ASIC - 100% CD ISSUE 12.12.13 DLR GROUP 04.11.08 9-120 ASIC - EXTERIOR ENVELOPE B 9-120 ASIC - EXTERIOR ENVELOPE 9-120 ASIC - 90% CD REVIEW 10.01.13 gLASFISPEZAVG° J#131174-00 10.31.13 REGI .TERED Ailat kYN \: MACHER 0 HINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED OVED BY DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER CHECKED APPROVED APPROVED DATE 12.12.13 12.12.13 SUBTITLE EXTERIOR DETAILS CURRENT REVISION 131174-00 SHEET SYMBOL GF ZIMMER GUNSUL FRASCA ARCHITECTS UP DATE 12 12.13 TITLE J#131174-00 ZGF TS 11.21.13 ARCHITECTURAL MASTER BUILDING 9-120 COL N/A DEV. CENTER, WA JOB NO. 131174-00 DWG NO. COMP NO. 09-120-A451 JANITOR A452 A371 PLAM SH © +5'-0". BRUSHED SST ROD ON BRACKETS BELOW. PROJECT ROOM HOTEL HOTEL CLOSET A452 A374 ENTRY LOBBY HALLWAY (21 A452 2A503 2A10 A376 VESTIBU 124C2 E ROJECT ROOM PROJECT ROOM A452 A374 I J 23A2 8'-8 A452 A374 A452 A371 PLOTTER ROOM 22A3 L_ ASIC SUPERVISOR I OFFICE A452 2A503 PLASTIC LAM. LOWER & UPPER CABINETS RECEPTION 2A452 A373 , OFFICE ASSISTANT PROJECT. ROOM A452 2A502 A45�2A501 TYP. OFFICE EN (STRIKE SIDE) DATUM PT. 2A10/211 A372 A 5 I2A501 NP. OFFICE ENTRY, SIM. (RECITE JAMB) A452 2A5Q2 R=179'-3 i" e A 2 A372 U r) N A452 A376 GFRG COLUMN ENCLOSURE, TYP OF 2 A452 A373 CONFERENCE 21C4 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION 2' 0 4' 8' SCALE: 1/4"=1'-0" E\LAGED PLAN @ ECEPTI.O\ AREA SCALE: 1/4"= 1'-0" 1)13%-. 386 IVED CITY FTUKWILA� IDEC 30 2013' PERMITCSATIS LAYOUT ISSUE 11-19-13 A452 A 2 PHASE II CONSTRUCTION REVISION APPROVED REVISION APPROVED ORIG. 9-120 ASIC - 90% CD REVIEW A 9-120 ASIC - 100% CD ISSUE J# 131174-00 11.12.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS 'APPROVED 12.12.13 Airi:FAEZAW ® DRAWN ZGF DATE 12.12.13 SUBTITLE CHECKED TS ENGINEER ENLARGED PLAN @ RECEPTION AREA CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 12.12.13 VED BY TITLE CHECKED APPROVED P OVED APPROVED BUILDING B9-120 JOB NO. 131174-00 COMP NO. ARCHITECTURE DEV. CENTER TUKWILA DWG NO. 09 — 120 — A452 PROJECT ROOM 22A5 2Al2 A3 2 21B5) DASHED PROFILE OF ELLIPSE CENTERPT. OF ELLIPSE PROJECT ROOM 21 B5 PROJECT ROOM RECITE DIMEN 22A6 5 PROJECT ROOM 21 B6 12'-8" 22A6 4'-9 3' 111100- (21 B6) 4'-9 3" A505 2'-0" 2'-0" OPEN OFFICE 21 C7 O O TYP ALL 4 SIDES OF COL. A505 3 2Al2 A3 6 a DASHED PROFILE OF ELLIPSE �. (22B6) I c 2 2'-0" 2'-0" 0 TYP ALL 4 SI DES OF COL. PROJECT ROOM CENTERPT, OF ELLIPSE 22B6 PROJECT ROOM 2386 a CV Co 2 B.1 OPEN OFFICE 21 C5 a P ROJ ECT ROOM 21 C6 5 4 PROJECT ROOM 226 3 12 A3 6 \(2106� 13'-3 3" ( 22C6 14'-4 1 /2" 2 b13- 038 8 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION 2' 0 RECEIVED CITY OF TUKWILA IDEC 30 2013 PERMIT CENTER 2' 4 8' SCALE: 1/4"=1' -0" E\LAKED PLA\ @ PROJECT -ROOKS SCALE: 1/4"= 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG. 90% CD PROGRESS PRINT J# 131174-00 ZGF TS 11.21.13 A 9-120 ASIC — 100% CD ISSUE ZGF TS 12.1.2.13 0.__AtirdarErzAwe 9762 REGISTERED li HI -CT ����►, r Igor LY 9LtACHER STA ; 0 INGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF DATE 12.12.13 CHECKED TS ENGINEER 12.12.13 SUBTITLE ENLARGED PLAN @ PROJECT ROOMS CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 CHECKED APPROVED 452 APPROVED TITLE ARCHITECTURE BUILDING 9-120 DEV. CENTER TUKWILA SHEET A453 JOB NO. 131174-00 COMP NO. DWG NO. 09 - 120 - A452 REPLACE EXISTING DOOR. REFER SCHEDULE: A350 I_0" a STAIR SECTION SCALE: 3/8" = 1'-0" REMOVE EXIS11NC RAIUNG INSTALL NEW 1—' /4' DIAMETER POWDERCOATED STEEL RAIUNG 0 34" ABOVE THE 11P OF THE NOSING, WITH ADDED EXTENSIO 9S; RETURN EXTENSIONS TO NAL i� 2A101A454 ADD NEW GUA DS AND RAIUNGS ' OM GROUND TO SECOND LANDING. A454 2ND FLOOR STAIR' PLAN SCALE: 3/8" = 1'-0" EXISTING TREADS, RISERS ABOVE 2ND FL LANDING TO REMAIN 2A10 A454 WC -6: NEW DIGITAL—PRINT VINYL GRAPHIC ADHERED TO FIRE-1REAlED MDF HUNG ON WOOD CLEATS. DD NEW GUARDS D RAIUNGS FROM OUND FLOOR TO SECOND FLOOR LANDING. NEW GUARD RAIL TO BE A MINIMUM OF 42" ABOVE TH STAIR NOSING. REFER DETAIL AND SPECS. WELD 2" SQUARE OPENING WIRE MESH BY McNICHOLS TO INSIDE OF GUARD RAILS. OUTLINE OF 1-1/4" DIAMETER CIRCULAR RAIL BRACKET AFFIXED WITH EPDXY EXPANSION BOLT ANCHORED INTO EXISTING CONCRETE WALL 2ND FLOOR ELEV. 33'-6" NEW RAIUNG TO BE MOUNTED 34" ABOVE THE STAIR NOSING. REFER DETAIL AND SPECS. EXISTING RAIUNG. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. REPLACE TREADS AND RISERS PER SPECIFICATIONS 1A10 A454 1ST FLOOR STAIR PLAN SCALE: 3/8" = 1'-0" NOTE: ALL EXPOSED BOXES, CONDUIT, BE PAINTED TO MATCH WALLS (P-3). SYM ORIG. A B REVISION BY luI PTunn TA nr n*1\ITrn /n AAS APPROVED DATE SYM PIPES, ETC. ON WALLS TO UNDERSIDE OF LANDINGS n A ILIT TI In,i int TAI IT Tit REVISION (1� 2A10 A454 STAIR SECTION SCALE: 3/8" = 3� 2A10IA454 1ST FLOOR ELEV. 15'-6" // 0 1 1/2 TYP. HANDRAIL. ATTACHMENTS SCALE: 3" = 1'-0" <X> /////// TYP. HANDRAIL AND OUTUNE OF 1-1/4" DIAMETER CIRCULAR RAIL LOCATION OF NEW GUARD RAIL BRACKET CLAMPED & SCREWED TO EXISTING RAIL (7 2A10 A454 NEW GUARD: POWDER—COATED (P-10) STEEL 1" X 1" ANGLE STEEL FOR FRAME WITH McNICHOLS 2" SQUARE OPENING WIRE MESH WELDED TO INSIDE. NEW RAIUNG: POWDER—COATED (P-11) 1-1/4" DIAMETER STEEL WELDED TO EXISITNG RAIUNG. EXISTING RAIUNG TO REMAIN. FIELD PAINT (P-10). CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. REMOVE EXISTING RUBBER TREADS AND REPLACE WITH NEW RUBBER TREADS AND RISERS (RF -2). 'GUARD SECTION 2A10 A454 DRILL & SCREW NEW CLAMP AND BRACKET TO EXISTING RAIL FOR HANDRAIL DRILL & SCREW NEW CLAMP & BOLT CONNECTION TOEXISTING RAIL FOR GUARD RAILS. NEW GUARD: POWDER—COATED (P-10) STEEL, 1" X 1" ANGLE STEEL FOR FRAME WITH cNICHOLS 2" SQUARE OPENING WIRE MESH WELDED TO INSIDE. NEW RAIUNG: POWDER—COATED (P-11) 1-1/4" DIAMETER STEEL N WELDED TO EXISITNG RAIUNG. EXISTING RAIUNG TO REMAIN. FIELD PAINT (P-10). CONTRACTOR TO FIELD VERIFY N LL DIMENSIONS. REVIEWED. CODE COMPLIA APPROVED FEB 19 2014 EXISTING CONCRETE CURB TO REMAIN. FIELD PAINT . (P-10). N N REMOVE EXISTING RUBBER TREADS ND REPLACE WITH NEW RUBBER TREADS AND RISERS, FROM MOHAWK GROUP. REFER N ATTACHED SPED. N City of Tukwila BUILDING DIVISION 13-4)368' RECEIVED CITY OFTUKWIA IDEC 2013" TYP. HANDRAIL AND GUARD SECTION r. -5 - SCALE: 1 1/2" = 1'-0" 2A10 A454 PEW,' CENTE t BY APPROVED DATE 9-120 ACTS - 60% SUBMITTAL ISSUE J#'131174-00 ZGF TS 10.31.13 9-120 ASIC - 90% CD REVIEW J# 131174-00 ZGF TS 11.21.13 9-120 ASIC = 100% CD ISSUE J# 131174-00 .ZGF TS 12.12.13 Q�BOE/NG° 9762 REGISTiRED HI f CT L :\ • ,T ACHER STATE 0 • " NGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED • APP VED BY DEPT. DATE DRAWN ZGF CHECKED TS ENGINEER DATE 12.12.13 12.12.13 SUBTITLE NW ENLARGED STAIR PLANS, SECTIONS & DETAILS CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 CHECKED APPROVED APPROVED TITLE ARCHITECTURE BUILDING 9-120 A SHEET A454 JOB NO. 131174-00 COMP NO. DWG NO. 9-120-A454 EXISTING CMU AND COLUMNS TO REMAIN FULL HT. FRAMED MIRROR FULL HT. ACCESS PANEL STOR/JAN ROOM:. 23H7 5'-0_11 /ACCESSIBLE STALL - w 0< P3' - E 11/ A45p \ \��_ \4 �— �-�=1" 3' 3,x-1" 3'_1» 3 .r NS ROOM / 2A13 A4 5 SSTL CORNER GUARD (48"H X 4"LEGS), TYP. PLUMBING CHASE (3) 1'-0" DEEP ADJ. PLAM SHELVES ON' BRACKETS & STDS. w a O NP A45 E\ LARGED PLA\ @ EXISTING CMU TO REMAIN 3ATHROOM 8c STO 0 CV U n a` 0 d - ELECTRIC WATER COOLER (EWC) TYPICAL FIXTU SCALE: 1/4" = 1'-0" CO CV URINAL 1I .O 3'-0" (BACKBAR MIN) 1-3-6 -I (SIDE BAR M N) c\I GRAB BAR *E O FULL HT. FRAMED . /JA \. CLOSET MIRROR r � � 2A13 455. SHEET METAL L VARIES BACKING TYPICAL MOU\TI\G HEIGHTS 8" SHELF-� SHELF (1U� TY A455 I YPA45 GYPBOARD OVER ir-o• CMU ® WET WALL P u PTD I / / / \Y \ \ 'TDO.FCI. 0.F.C: SS 1, . MR MR MR / — loi �c1� ecu �.;�img 1 1 ' . •w >I cV ( . V MIRRORS CENTERED ABOVE SINK SOAP DISPENSER 1 V LAVATORIES HC. (63 C� 0� SIGN TYPE RAISED LETTER 1/32") TACTILE ALL CAPS) BRAILLE - GRADE 2 EGRESS STAIRWAY, EXIT PASSAGEWAY, EXIT DISCHARGE. OWNER PROVIDED 6 RECOMMENDED MOUNTING LOCATIONS PUSH PLATE i (WHERE OCCURS) i / O %r) C 0 ES -R00 V SIGH AGE RAISED (1/32") TACTILE PICTOGRAM BLUE BACKGROUND WHITE LETTERS RAISED1 /32") TACTILE LETTER (ALL CAPS) --- BRAILLE - GRADE . 2 SIG\ -TYPE #2 MEN'S ACCESSIBLE RESTROOM TACTILE SIG\AGE- I\FOv1AT10\ SCALE: NONE 0 V EN :. •• i •: •S S SIG J TYPE #3 WOMEN'S ACCESSIBLE RESTROOM WO VE LAVATORY S REST ON 21H7 ALIGN WALL & FLOOR TILE JOINTS 2 SCALE 1/4" = 1'-.0" H 41 L � 1 TYP A455 MR MR 2A1 y-55 TYP A455 7.77711. 77 40 o � �� cV Q "ALIGN WALL & FLOOR TILE JOINTS vE\'S RESTOO V 22H7 LAVATORY PTD O.F.C.I. SS -1 3 SCALE: 1/4" = 1'-O" 0 HEAVY GA. SHEET METAL BACKING TYPICAL �----- o4 a 0 NOTE: PROVIDE HEAVY GAGE SHEET METAL BACKING X13 A455 FOR ALL SURFACE MOUNTED TOILET ACCESSORIES ON METAL STUD WALLS. TYPICAL ALL TOILET ROOMS. SECOND TTH, AT WOMEN'S NON -ACCESSIBLE STALLS H a to PAPER TOWEL DISPENSER (PTD/HC) SAN'Y NAPKIN VENDOR (SNV) SAN'Y NAPKIN DISPOSAL (SND) SEAT COVER DISPENSER (SCD) TYPICAL ACCESSOY lvOU\TI\ SEAT COVER DISPENSER �----TOILET TISSUE DISPENSER �----SANITARY NAPKIN DISPOSAL (WOMEN ONLY) ..---TOILET PARTITION 0 II / 0 TYP. TLT. CO V SCALE: 1/4" = 1'-0" -SEAT COVER DISPENSER -SANITARY NAPKIN DISPOSAL (WOMEN ONLY) PAT V E\Trlo1 TYP A455 39"-41" TOILET SOAP TISSUE DISPENSER HOLDER (SD) MH) G HEICHTS(61 TY __A455 3'-O" GB MAX SCD TH F— O SND 0 r) rso -9» 42 ACCESSI3LE SCALE: 1/2" = 1'-0" ACCESSIBLE WA ER CLOSET (SIDE) FIXL�E 6" SH lYP A455 MR WALL BEYOND GE\ EAL \OYES ALL WALLS TO BE PAINTED PT -1 UNO 2. ALL WALL TILE TO BE CT -3 UNO 3, . SEE SHEET A352 FOR COLOR & MATERIAL SCHEDULE. STACK (2) TTH VERTICALLY IN WOMENS RESTROOMS EXCEPT ADA STALLS. SHELVING - NMOP SINK STOP. CLOSET 23H7 (Th - SCALE: 1/4" = 1'-0° r -HEAVY GA. SHEET METAL BACKING TYPICAL-- MR YPICAL ;1; SD .PTD SNV TR 0 ACCESSHLE SCALE: 1/4" = 1'-0" GB 0 0 ACCESSIBLE WATER CLOSET (FRONT) VOU\TI\G HEIGHTS you \TI\G HEIGHTS/5" ,vP Hass MR N) 0 a N) cV PADDED OR ‘`i) SHIELDED sI PIPING AS INDICATED ACCESSIBLE SINK & MIRROR (SIDE) URINAL SYM REVISION, BY APPROVED DATE SYM REVISION BY APPROVED DATE A B. BCAG ENGINEERING OFFICE EXPANSION J. BARNES F 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 C. 777: PROVIDE 2,500 SF OFFICE SPACE MATERIALS TEST EXPANSION J. BARNES 9-120 ASIC - 100% CD ISSUE ZGF TS 12.12.13 J#137070_ HANSON 02/23/95 D 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.01.13 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 ZI___AingEwAFAIW' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ACHER NGTON OVED BY DEPT. DATE DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER CHECKED 11 TYP A455 A213 A455 CSS DB DD DCS DF EWC FDS GB MR PTD RH RS SCD SF SD SND SNV PTD TTH WR EXIT A33EVIATIO\S CHILD SAFETY SEAT DRYING BENCH DIAPER DISPENSER DIAPER CHANGE STATION DRINKING FOUNTAIN ELECTRIC WATER COOLER FOLD DOWN SEAT GRAB BAR MIRROR PAPER TOWEL DISPENSER ROBE HOOK RETRACTABLE SHELF SEAT COVER DISPENSER STAINLESS STEEL SHELF SOAP DISPENSER SANITARY NAPKIN DISPOSAL UNIT SANITARY NAPKIN VENDING UNIT PAPER TOWEL DISPENSER TOILET TISSUE HOLDER WASTE RECEPTACLE ACCESSIBILITY SIGNAGE. SEE SHEET A373 FOR. ADDITIONAL INFORMATION. LOCATE TACTILE EXIT SIGN HERE. SEE SHEET A373 FOR ADDITIONAL INFORMATION. bBA388 DATE. 12.12.13 12.12.13 CITYEIVED TUNimt4 !DEC 3'02013 irC,ry SUBTITLE SE ENLARGED BATHROOM PLAN CURRENT REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION 2A10 2A11 2Al2 j� KEY P_AN SCALE: NONE 0 2' 4 1111111----111111 IN SCALE: 1/4"= 1 REVISION 131174-00 SYMBOL 0" DATE 12.12.13 APPROVED APPROVED TITLE BUILDING 9-120.2 ARCHITECTURAL MASTER COL. F -K/5-9 DEV. CENTER, WA SHEET A455 JOB NO. 131174-00 COMP NO. DWG NO. 9-120.2-A455 PROFILE OF UPLIGHT ABOVE CEILING PLOTTER 22A3 DASHED PROFILE OF LED STRIP IN DESK BELOW OFFICE. ASSISTAN mom II ENTRY .LO.BBY D$. w r!w D$ PRO.] - C m c . ROOM C) ......2) 24B2 24A2 D '<FS/ -(f)- C 0 {%} ACP EQ -�-- ACP +9'-0.!--4.--0, 1 EQ ACP 1 EQ EQ PLOTTER 22A3 DASHED PROFILE OF LED STRIP IN DESK BELOW OFFICE. ASSISTAN mom II ENTRY .LO.BBY LED STRIP ' INSIDE NICHE, TYP OF 2 VESTIBULE 1- D$. w r!w i PROJEG ROOM . C) ......2) 24B2 D '<FS/ -(f)- C 0 {%} ACP D SUPERVISOR OFFICE PROJECT ROOM ACP 1 EQ EQ 21 B3 2.5BJ EQ -o w, LED STRIP ' INSIDE NICHE, TYP OF 2 VESTIBULE 1- w r!w i . C) ......2) D '<FS/ -(f)- C 0 {%} ACP ASC SUPERVISOR OFFICE PROJECT ROOM ACP +9'-0" 2 EQ i 21 B3 2.5BJ EQ m C 3,_7 D WY �/2" _ LED STRIP ' INSIDE NICHE, TYP OF 2 VESTIBULE 1- ......2) '<FS/ -(f)- C D ACP Al PROJECT ROOM +9'-0"- i ACP +10'-0" 1 2.5BJ m C 3,_7 D 7'-2 �/2" _ /\ EQ .....0 DASHED PROFILE OF LED STRIP IN DESK BELOW DASHED PROFILE OF FIXTURE INSIDE COVE ABOVE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 SCALE: 1/4"=1'-0" E\LAGGED CP ECEPTIO\ SCALE: 1/4"= LAYOUT ISSUE 1.1-19-13. PHASE II CONSTRUCTION _ SYM ORIG. A REVISION APPROVED REVISION APPROVED 9762 9-120 ASIC - 90% CD REVIEW 9-120 ASIC - 100% CD ISSUE J# 131174-00 ZGF ZGF 11.12.13 12.12.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE APPROVED BY DRAWN ZGF DATE SUBTITLE 12.12.13 CHECKED TS ENLARGED RCP @ RECEPTION AREA CURRENT REVISION 131174-00. SYMBOL 12.12.13 ENGINEER 12.12.13 TITLE CHECKED APPROVED 452 APPROVED BUILDING B9-120 JOB NO. 131174-00 COMP NO. ARCHITECTURE DEV. CENTER TUKWILA DWG NO. 09 - 120 - A452 ......2) CONFERENCE -(f)- C 21C4 i ACP +10'-0" 1 m C D /\ EQ .....0 EQ REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 SCALE: 1/4"=1'-0" E\LAGGED CP ECEPTIO\ SCALE: 1/4"= LAYOUT ISSUE 1.1-19-13. PHASE II CONSTRUCTION _ SYM ORIG. A REVISION APPROVED REVISION APPROVED 9762 9-120 ASIC - 90% CD REVIEW 9-120 ASIC - 100% CD ISSUE J# 131174-00 ZGF ZGF 11.12.13 12.12.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE APPROVED BY DRAWN ZGF DATE SUBTITLE 12.12.13 CHECKED TS ENLARGED RCP @ RECEPTION AREA CURRENT REVISION 131174-00. SYMBOL 12.12.13 ENGINEER 12.12.13 TITLE CHECKED APPROVED 452 APPROVED BUILDING B9-120 JOB NO. 131174-00 COMP NO. ARCHITECTURE DEV. CENTER TUKWILA DWG NO. 09 - 120 - A452 GYP. BD. +12'-0" ACF 1 +12'-0" ENTER OF ELLIPSE GYP. BD. +12'-0" ACP 1 +12' - GYP. BD. +12'-0" GYP. BD. +12'-0" OPEN OFFICE GYP. BD. +12'-0" ■Illikk ii ■ �1I ■ OS 2 6 iia 'r, 111IIiFi; ac, JIPill tm _1 ol Iiiiimmi .5-; Nom= ok • OS ■ i m-milio ��- OS � PR ACP I �1; POOM',..-AFC1P:-10" 1'2C6 IMPF 'WI' ENTER OF ELLIPSE REVIEWED FOR CODE COMPLIANCE APPROVED GYP. BD. +12'-0" FEB 19 2014 City of Tukwila BUILDING DIVISION SCALE: 1 /4"=1' - REVISION APPROVED REVISION APPROVED ORIG. 90% CD PROGRESS PRINT J# 131174-00 11.21.13 b&o3e B ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED A 9-120 ASIC - 100% CD ISSUE 12.12.13 BOE/NG' DRAWN ZGF CHECKED TS ENGINEER DATE 12.12.13 12.12.13 SUBTITLE ENLARGED RCP @ PROJECT ROOMS CURRENT REVISION 131174-00 SYMBOL 12.12.13 APPROVED BY TITLE CHECKED APPROVED 452 APPROVED BUILDING 9-120 JOB NO. 131174-00 ARCHITECTURE DEV. CENTER TUKWILA DWG NO. COMP NO. 09 - 120 - A452 TO PREVENT UPLIFT OF CEILING 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 WIRES © APPROX. 45 DEG. (TYP) MAX FROM HORIZ. ANCHOR TO. STRUCTURE ABOVE 1/2" MIN. DIA. ELECTRIC CONDUIT STRUT HANGER WIRE 3/4" MIN. DIA. ELECTRIC CONDUIT STRUT 45' 45' �:�� 45. bp 41111 w410---- LOT END OF CONDIUT 45' TO FIT OVER CEILING RUNNER 1" MIN. SEISMIC CEILING GRID RESTRAINT SCALE: NO SCALE Boeing Aviation Services n. o tension fabric ribbons typical frame section detail illustration AIN RUNNER ROSS RUNNER 1' 2a280-2n2Z11.9 o7 TYPICAL 3ACI #12 PERIMETER WIRE HANGERS 8" MAX FROM WALL — TYP FOR MAIN AND CROSS RUNNERS #12 WIRE HANGERS ©48" O.C. E.W. SUSPEND FROM STRUCTURE ABOVE CEILING SPLAY WIRE BRACING ©12'-0" X11'-0 O.C. MAX. TO MATCH STRUCTURAL SYSTEM AND O.C. EACH WAY. START AT LESS THAN 6 FEET FROM WALL OMIT WHERE ROOM IS 144 SF OR LESS. G LAYOUT SCALE: NO SCALE Project Name:, Boeing Aviation Services Innovation Center DrawingName: tension fabric ribbons frame detail Sheet it: 5. ;r. TYP. ATTACHE\ Draw ng Date: T DETAILS' FO. 7 1330 SCALE: NO SCALE 51 2A280 -2A281 A507 1 South 98th Street Seattle, WA 98108 thOne-208.764.1041 tax -206.767.37.45 wvvvir,vvarpexhibits.corn 2A280 -2A281 2A507 8" MAX. ft 6 HANGER WIRE AT 4 FEET O.C. MAX. \+/— 10 DEG. MAX. MAIN 7RUNNER (\i// 2" MIN. -WALL CONDITION CEILI SEIS V SPACER BAR TO PREVENT PERIMETER COMPONENTS FROM SPREADING APART G EDGE IC RES -RAI\ SCALE: 3" = 1'-0" SLACK WIRES TO BOTTOM OF SLAB ABOVE 12 GA. HANGER WIRES TO SLAB ABOVE (TYP.) LIGHT FIXTURE T 3 3RACE -DETAIL (TYP SCALE: NONE 2A280 -2A281 A507 Nickel Plated Heel. Ilk PLOCK SY 410.ir"caIrrr Ava WI A1& at: TYP. CA3LE DETAIL F0. 7 1333 77 6 SCALE: NO SCALE 2A280 -2A2:11.507 LIGHT FIXTURE ATTACHED TO SUSPENDED CEILING SYSTEM WITH (2) 1/2" SELF TAPPING SMS, ONE AT EACH END L 2A280 2A283 A507 � (3-Q 38$ REVIEOELI FOR-- CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION MUM aftv UEC 30 Z titiVrbir 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 ASIC - 100% CD ISSUE J#131174-00 ZGF TS 12.12.13 RECORD DRAWING, J# 16054201-02 DLR GROUP LS 04.11.08 A 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 B 9 - 120 ASIC - 60% SUBMITTAL ISSUE J#131174-00 ZGF TS 10.31.13 C 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 eLausteirma ' L� CHER HI .TON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF DATE 12.12.13 CHECKED 12.12,13 SUBTITLE DETAILS - CEILING CURRENT REVISION 131174-00 SYMBOL. DATE 12.12.13 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 DEV. CENTER, WA SHEET A500 JOB NO. 131174-00 COMP NO. DWG NO. 9-120.2—A500 TO PREVENT UPLIFT OF CEILING 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. ANCHOR TO. STRUCTURE ABOVE 1/2" ' MIN. DIA. ELECTRIC CONDUIT STRUT HANGER WIRE 3/4" MIN. DIA. ELECTRIC CONDUIT STRUT #12 PERIMETER WIRE HANGERS 8" MAX FROM WALL — TYP FOR MAIN AND CROSS RUNNERS -HANGER WIRE AT 4 FEET O.C. MAX. +1— .10 DEG. MAX. #12 WIRE HANGERS @48" O.C. E.W. SUSPEND FROM STRUCTURE ABOVE MAIN RUNNER SLACK WIRES TO BOTTOM OF SLAB ABOVE 12 GA. HANGER WIRES TO SLAB ABOVE (TYP.) DIAGONAL HANGER 45' WIRES © APPROX. 45 DEG. '(TYP) MAX. FROM HORIZ. AIN RUNNER LOT END OF CONDUIT TO FIT OVER CEILING RUNNER 1" MIN. CEILING SPLAY WIRE BRACING ©12'-0" X11'-0" O.C. MAX. TO MATCH STRUCTURAL SYSTEM AND O.C. EACH WAY. START AT LESS THAN 6 FEET FROM WALL OMIT WHERE ROOM IS 144 SF OR LESS. -WALL CONDITION ROSS RUNNER SPACER BAR. TO PREVENT PERIMETER COMPONENTS FROM SPREADING APART SEISVIC CEILI\G GSD SCALE: NO SCALE ESTAI\T 2A280 -2A281 A507 TYPICAL SCALE: NO SCALE 3ACI \G LAYOUT 2 2A280 -2A2507 CEILI\G EDGE SEISVIC RES-RAINT SCALE: 3" = 1'-0" LIGHT FIXTURE 3ACE - DETAIL (TYP 2A280 -2A281 A507 SCALE: NONE LIGHT FIXTURE ATTACHED TO SUSPENDED CEILING SYSTEM WITH (2) 1/2" SELF TAPPING SMS, ONE AT EACH END 2A280 -2A283 A507 Boeing Aviation Services Innovation tension fabric ribbons typical frame section detail illustration each ribbon frame breaks down Into section no larger than lO irte'x4' ejre nut abet rig Wets every .8' dual cables for seismic restraint on alternaiting axis at spans no greater than 16* 60113 T832arttrt!saamfass dram'to Project Name: Boeing Aviation Services Innovation Center Drawing. Na e: tension fabric ribbons frame detail Sheet #: 5 Drawing Date: Status: for approvat son of Wa ` CO rte re «roduojion err sharing of thCUM t is prohibited wit 31 South 96th Street Seattle, WA 98108 00m-206.764,1041 6.764,1041 fait -206.767.3745 v;rw warpe chiDits:com !!s5dsxerRo y9iijIhd;.e4440lkalalira01.use tiftk Gl dcs45AF r .iu: .:voit:4noi:Yeadlyuld.rcpo:004.0,ppi3-d. &.i;144 baf,b; t ocevreexsaw aacr oratue whhoutik$ corrmswratec ''• nLATFMAE VARIOUS r GRtPL C .MITE 410 Palm Ave Loll :MS,Car[ t %,CA9 113 Men 805 5614064W • l ay 15Z 1420.1 HA c "..,.Side Exit GrippervAth Gated Ht o tot 3/64' & 1, 16" 7x/ or 7x19,Co r E!IlfEf� PO( CODE COMPLIANCE APPROVED FEB • 19 2014 TYP. ATTACNvE\T DETAILS F0� SCALE: NO SCALE 1330\" (\\5 2A280 -2A281 A507 TYP. CA3LE DETAIL FN SCALE: NO SCALE 1330\ 2n280-2a2si n5o7 REVISION 9-120 FCS - SPL LABS J#16054201-02 RECORD DRAWING 9-120 AOE OFFICE MODERNIZATION J# 16054201-02 J#131174-00 9 - 120 ASIC - 60% SUBMITTAL ISSUE J#131174-00 BY DLR GROUP APPROVED DR/LS REVISION APPROVED 07.12.07 9-120 ASIC - 100% CD ISSUE J#131174-00 12.12.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN ZGF CHECKED DATE 12.12.13 12.12.3 SUBTITLE DETAILS - CEILING CURRENT REVISION 131174-00 SYMBOL. 12.12.13 DLR GROUP ZGF ZGF 04.11.08 10.21.13 10.31.13 APPROVED BY TITLE CHECKED APPROVED BUILDING 9-120 JOB NO. 131174-00 COMP NO. APPROVED 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 ARCHITECTURAL MASTER DEV. CENTER. WA DWG NO. 9-120.2—A500 CONFERENCE ROOM 3/4 STO ERO\ SCALE: 3" = 1'-0" BACKER ROD AND SEALANT BOTH SIDES ALUMINUM FRAME GLAZING T JAV3 DETAIL (HEAD $IV.ILA� Arfin 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 PKJECTIO\ SCEE\ SUPPORT -SECTIO\ (TYP) SCALE: NONE 2A280 A507 \OT .USED SCALE: 3" = 1 —0" SCHEDULE DIM Hlwir 1 1/4" 1 3/4" 11 A370 A501 WALL FINISH PARTITION, AS SCHEDULED WOOD TRIM WOOD FRAME DOOR AS SCHEDULED WOOD DON HEA DETAIL ri-6 SCALE: 3" = 1'-0" A370 A501 GLAZING ALUM. FRAME GLAZING 4 1/2" STORERO\T HNIZO\TAL. VULLIO\ DETAIL A370_1/.6501 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. 7 FINISHED I— CD w CD z z LTJ 0_ 0 LLI U) LL CEILING fI MIN. 5.75" RACKET 4.50" GAGE GLAZING FIN. FLOOR ALUM. FRAME CARPET BACKER ROD & SEALANT BOTH SIDES • 2 STOREFRO\T SILL DETAIL SCALE: 3" = 1'-0" ••• FABRICATION HEIGHT — .12" BAFFLE JOINTS MUST BE TAPED AND SPACKLED 4.25" TRACK FINISHED FLOOR OPPA3LE PATITIO\ SUPPORT -SECTIO\ SCALE: NONE DOOR SIZE 1 /8-- BOTTOM RAIL TEMPERED GLASS RELITE END CAP GLASS DON NEETf\G SCALE: 3" = r—u kr W U, \ JA /8t 1 3/4" 1 1/4" 1 3/4",f/81, 11 WOOD DCN JAM SCALE: 3" = 1'-0" A370L501 .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 I � 1 A370 A501 1 /8" — SHIM BOTTOM RAIL M RELITE MEETING SCALE: 3" = 1 —0" TEMPERED GLASS RELITE ALUM. FRAME `r ALUM FRAVE ELITE CN\H JAV3 DETAIL A370 A501 SCALE: 3" = 1'-0" fr. JAV3 DETAIL (-8, A370 A501 END CAP BOTTOM RAIL TEMPERED GLASS RELITE V3 DETAIL GLASS DON VEETI\G JAV3 DETAIL 13 A37,2_501 SCALE: 3" = WALL FINISH PARTITION, AS SCHEDULED WOOD TRIM WOOD FRAME DOOR AS SCHEDULED 3 DETAIL © WALL A370IA501 SCHEDULE DIM 18 1 3/4" 1 114" 1 3/4" WOOD DOOR SCALE: 3" = 1'=0" /83( JA WALL FINISH PARTITION, AS SCHEDULED WOOD TRIM WOOD FRAME DOOR AS SCHEDULED RELITE JAM SCALE: 3" = 1'-0" c9 w 0 00 0 A FABRIC WRAPPED PANEL AT CONFERENCE ROOM 21B4 WALL FINISH PARTITION A370 A501 CLEAR SILICONE SEALANT ADHESIVE TEMPERED GLASS RELITE CPT2 AT EXTERIOR AND INTERIOR TO ALIGN WITH INSIDE FACE OF GYP BOARD WALL AT ELLIPTICAL CONFERENCE ROOM AND PROJECT ROOMS. CPT3 INSIDE ROOMS 3 DETAIL (49- A370 A501 TEMPERED GLASS RELITE SQUARE BOTTOM RAIL FLOOR PIVOT GLASS DOOR SILL DETAIL �4 A370A501 A370 A501 SCALE: 3" = 1'-0" l V3 DETAIL (18 STUB/vULL10\ A3701901 SCALE: 3" = INSULATED INTERIOR WALL CAP MULLION BEYOND CLEAR SILICONE ADHESIVE SEALANT EXTERIOR MULLION EXTERIOR TEMPERED GLASS WALL FINISH PARTITION, AS SCHEDULED I\THFACE DETAIL (i9� A370 A501 a N \OT USED SCALE: 3" = 1 —0" L. ' 'Ail" I 1 1 i A ELITE HEAD A\ SCALE: 3" = 1 —0" N = Log /8i, 13/4" 1 1/4" 1 3/4" /8 5 A370L5Q1 FASTENER/ANCHOR PER STRUCT. WALL FINISH, PARTITION TEMPERED GLASS RELITE SILICON BEAD (BY GLAZIER) 1/4" SEI ZING BLOCK AT QUARTER—POINTS (BY GLAZIER) FLOOR FINISH PER PLAN ALUMINUM C -PROFILE RELITE HEAD AND SILL FASTENER/ANCHOR PER STRUCT. CONCRETE FLOOR D SILL DETAIL (ion A37,91901 GLASS RELITE - SEE ELEVATION FOR TYPE CLEAR SILICONE SEALANT ADHESIVE WALL FINISH PARTITION WOOD TRIM WOOD FRAME DOOR AS SCHEDULED WOOD DON & ELITE JA SCALE: 3" = 1 '-0" 2 127/128" \/\ V3 DETAIL( -1- A370 A501 BOX STUD ACOUSTIC CEILING TILE —MULLION BEYOND STANDARD BRACKET �—MULLION MECHO MANUAL SHADE SNAP LOC FASCIA DRIVE CHAIN �—EXTERIOR GLASS WI\DOW HEAD SHADE DETAIL 20 SCALE 3" = 1'-0" A370 A501 b3.�3 REVIEWED FOR CODE. COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION necEivED CITY OFTt.� t� IDEC 3 0 2 PERMIT, '7 � SYM ORIC A B REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-120 FCS - SPL LABS J#16054201-02 DLR GROUP DR/LS 07.12.07 D 9-120 ASIC - 100% CD ISSUE J#131174-00 ZGF TS 12.12.13 RECORD DRAWING J# 16054201-02 DLR GROUP LS 04.11:08 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 9 - 120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 C 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 9762 R IS' 'ED LA I' r ` i Imir 1111..' bYN ..� ,,.1 ACHER OF ASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF ARCH CHECKED TS ENGINEER DATE 12.12.13 12.12.13 SUBTITLE DETAILS - INTERIOR DOOR & WINDOW CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER. WA SHEET A501 JOB NO. 131174-00 COMP NO. DWG NO. 09-120-A501 FABRIC WRAPPED PANELS PAINTED METAL MONITOR SUPPORT SEE SHEET A505 PROVIDE AND INSTALL AV RACK AT 2 SECTIONS OF CABINET COORDINATE WITH AV II S EC TI 0 \ a R1 SCRIBE TOP TO WALL ALL. AROUND PL3 —OUTSIDE FACE OF DOORS PL1 INSIDE FACE OF DOORS a to F PROVIDE 5' LONG VENT PL7 VENT IN COUNTERTOP PAINTED METAL MONITOR SUPPORT R-1 COUNTER TOP PLA\ rr- PAINTED METAL MONITOR SUPPORT SUPPORT AT WALL STUDS FABRIC WRAPPED PANELS MONITORS, L ELEVATIO II 4 EQUAL SPACES CO\FEE\CE .00\/ SCALE: 1/2" = 1'-0" REVISION BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 BY ZGF 2134 CEDE\ZA R 1 1.4 SSM1 PL4 PL1 R1 PL4 ADJUSTABLE SHELF PL3 PANEL PL7 BASE -11P PL4 PL3 VAI\ ECEPTIO\ DESK R1 PL3 PL7 BASE—TYP • EXTENT OF LED AT DESK TOP EXTENT OF LED AT BASE PL3 PL7 BASE—TYP a CO 1 SCALE: 1/2" = 1'-0" PROVI RACK COOR E AND INSTALL AV T 2 SECTIONS OF CABINET INATE WITH AV PLASTIC LAMINATE PL4, -INSIDE FACE OF DOORS—PL1 APPROVED TS DATE SYM REVISION 2 A452 2A502 BY APPROVED DATE A 9-120 ASIC - 100% CD ISSUE J#131174-00 ZGF TS 12.05.13 a a PL4 R1 SSM1 —PL3 PL1 414 12 12 a cso 1 PANEL ADJUSTABLE SHELF r—PL3 SSM1 PL1 . R1 —LED PL7 BASE—TYP LED EXECUTIVE OA SCALE: 1/2" = 1 —0" ff.E7M" ® PL4 PL7 BASE—TYP 9762 REGISTE% D N .T 'CHER STATE OF W HI GTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED EXTENT OF LED AT BASE EXTENT OF LED. AT DESK TOP R1 JOINT—TYP 2f,502 R1 JOINT— ALIGN WITH JOINT IN R1 TRANSACTION TOP PL5 BASE -11P PL3 1)13-0 3 66 CHECKED SUBTITLE DETAILS - CASEWORK 3 • A452 2A502 CURRENT REVISION SYMBOL REVIE!NED FOR CODE COMPLIANCE APPROVED FEB 1 9 2014 atyamimila BUILDING DIVISION RECEIVED crry OFTuK9ALA iDEC 3 0 2013 PE DATE 12.05.13 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURE BUILDING 9-120 SHEET A502 JOB NO. COMP NO. DWG NO. 09-120—A502 1/ 2" VARIES -SEE ELEVATION 3" SHOP APPLIED CATALYZED LACQUER TO MATCH. P3 ON i" MDF CUSTOM IPAD STAND CLEAR PLEX ON METAL ROD WITH COVER PLATE AT SSM1 SURFACE LED SSM1 a 0 EVRY L033Y 2382 - iPAD ICHE 1 SCALE 1/2"=1' -0" A452 -2A503 0 N) P3 OMNI* ,111 SSV1-1 WOOD VENEER WALL COVERING WC -1 -SAT o\ SCANNER LOCATION SLA LC) \ SECT 33Y 2382 - E\TY.. LO VARIES o\ SCAB \R FICHE -L -VAT o\ IPAD STAND LOCATION J SSM - VARIES SLA\ SECT 0\ E\TY L033Y 2382 - iPAD \ICHE Ow - REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING, DIVISION 3 A452 2A503 SCALE 1/2"=1'-0" 1)13-03$S A45212A503 ama CITY a T ,.� . i DEC 3 0 21111 Pawn' Olkivul-1,sk. BY APPROVED DATE SYM BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 ZGF TS 9-120 ASIC — 100% CD ISSUE J#131174-00 ZGF TS 12.05.13 Air40',EAO/Vie® RLGIS'' tali 1 'AVi ,;LYN :I, LMACHER A " OF ASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED SUBTITLE DETAILS - CASEWORK CURRENT REVISION SYMBOL DATE. 12.05.13 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURE BUILDING 9-120 SHEET A503 JOB NO. COMP NO. DWG NO. 09,-120-A503 P4 PERFORATED GYP .BOARD CEILING P4 1 co • 1 P4 WC5 SPRINKLER PIPE WC1 N WD2 RECEPTIO\ AREA -SECTION SCALE: viz.=, -o. N 1'-6" n37,?12._A504 SCRIBE GYP TO CONCRETE STRUCTURE 2'-0" THREADED ROD @ 4'-0" OC SPACING P4 OP FLAT STUDS WITH 1 LAYER 1/2" GYP BOARD VARIES ft GYP 3OAJ CLOUD SECTIO\ T STRUCTURE RECESSED LIGHT FIXTURE PER ELECTRICAL ACT CEILING IN PROJECT ROOMS AND CONFERENCE ROOMS AT 12'-0" AFF GLASS RELITE WHERE OCCURS PAINT ALL GYP BOARD SURFACES P3, U.N.O. 3 SCALE: 1/2"=1'-0" REVISION A372 2A504 BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 A 9-120 ASIC - 100% CD ISSUE J#131174-00 ZGF ZGF TS TS 12.05.13 PROVIDE ACCESS DOOR WITH TOUCH LATCH HARDWARE SSM1 O N•) 3' ft 1 0'-0" P_AN 00 PROVIDE 3 POWER/DATA OUTLETS EACH SIDE OF TABLE PL2 00 ELEVATION COLLA30RATI0\ SCALE: 1/2'=1'-0° R00VI TA3LE SCRIBE GYP TO CONCRETE STRUCTURE P 4 1/2" METAL REVEAL PAINT REVEAL P4 WC1 WALL AT WOOD WALL COVER' G PERFORATED GYP. 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SLAB RECEIVI D • CITV O Inn* ► A bk1.1?"-ft. 0388 SECTIO\ © GLASS E\TY pod, 24 �r' SCALE: 3" = 1'-0" • A350I A505 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 ASIC - 100% CD ISSUE J#131174-00 ZGF TS 12.12.13 RECORD DRAWING J# 1605420.1-02 DLR GROUP LS 04.11.08 B 9-120. AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 9 - 120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 Q� BOE/NG' C/- 9762 REGI'. ERED NciECT 1 ,I, ���+ LAN CHER A ; • WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN ZGF ARCH CHECKED TS DATE 12.12.13 12.12.13 SUBTITLE DETAILS - INTERIOR DOOR & WINDOW CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER. WA SHEET A505 JOB NO. 131174-00 COMP NO. 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GWB ak CEILING +14'-0" AFF PO FWP2 FABRIC WRAPPED PANEL AT CONFERENCE ROOM 2164 J MOLD ALL AROUND WC3 PROJECTION SCREEN WALL COVERING ON LEVEL 5 FINISH GYP. BOARD. BUILD UP TO ALIGN WITH FACE OF FABRIC WRAPPED WALL PANEL. scEEVwaLL PA\ TRANSOM HEAD T.O. STEEL TBD AFF " BOTT. HEADER +8'-0" AFF DOOR HEAD N EL A505 GWB ON FRAMING TO STRUCT ABOVE BOX HEADER PERFORATED GWB CEILING TRANSOM HEAD TRANSOM SILL CUSTOM BENT BRUSHED SSTL ENCLOSURE WITH CONCEALED FASTENERS T.S. BEAM - SEE STRUCT DRAWINGS oft FIN. FLOOR N 0'-0" AFF THRESHOLD DOOR PIVOT GL. DOOR TOP RAIL MAG. LOCK BEYON GL. DOOR BOTT. R REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 City of Tukwila BUILDING DIVISION REVEAL ® FLUSH BASE IN WALL BEYOND 4 TERRAllO. FLOORING EXISTING CONC. SLAB RECEIVI D • CITV O Inn* ► A bk1.1?"-ft. 0388 SECTIO\ © GLASS E\TY pod, 24 �r' SCALE: 3" = 1'-0" • A350I A505 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 ASIC - 100% CD ISSUE J#131174-00 ZGF TS 12.12.13 RECORD DRAWING J# 1605420.1-02 DLR GROUP LS 04.11.08 B 9-120. AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 9 - 120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 Q� BOE/NG' C/- 9762 REGI'. ERED NciECT 1 ,I, ���+ LAN CHER A ; • WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN ZGF ARCH CHECKED TS DATE 12.12.13 12.12.13 SUBTITLE DETAILS - INTERIOR DOOR & WINDOW CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER. WA SHEET A505 JOB NO. 131174-00 COMP NO. DWG NO. 09-120-A505 N ti O O O N w w w _Iet MDF BASE, PAINT P5 AT WALLS WITH WC1 OR MATCH WALL FINISH AS NOTED ON FINISH PLAN WOOD SCALE: 3" = 1'-0" FINISHED FLOOR SASE DETAIL 506 HALLWAY SIDE SCHEDULE DIM WALL FINISH PARTITION, AS SCHEDULED 3LI\D DOOR •JA SCALE 3" = 1'-0" M S ,i RESILIE\T WC1—WRAP INTO OPENING TO STOP WOOD FRAME DOOR AS SCHEDULED ENTRY LOBBY SIDE V3 DETAIL � ,asos DOOR. (WHERE OCCURS) RESILIENT FLOORING RESILIENT TRANSITION STRIP CARPET TILE — CRUSH LINE TO ALIGN WITH -TOP OF . TRANSITION STRIP MDF BASE, PAINT TO MATCH WALL FINISH, TIGHT TO FLOORING FLOOR PER FINISH PLAN FINISHED FLOOR FL00VCAPET (2 WOOD SASE A5)6 • SCALE: 3" = 1'-0" 3 A370 A506 ALIGN FAri 1:20 MAX TRAllO/CA DOOR (WHERE OCCURS) TERRAllO FLOORING METAL TRANSITION STRIP CARPET TILE — CRUSH LINE TO ALIGN WITH TOP OF TRANSITION STRIP CARPET TILE — BUILD UP. UNDERLAYMENT AS NEEDED PET TILE X41 A506 RUBBER BASE — BOTTOM OF BASE TO ALIGN WITH CARPET CRUSH LINE III Illllid: CARPET TILE FINISHED FLO I R .U33R SASE AT CARPET 5 SCALE: 3" = 1'-0" 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 ASIC - 100% CD ISSUE J#131174-00 ZGF TS 12.12.13 RECORD DRAWING J# 16054201-02 DLR GROUP LS 04.11.08 A 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.21.13 B 9 - 120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 C 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 iBOE/NGS cy- 9762 REG TERED •RI,ITECT iLMACHER : HINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF ARCH CHECKED TS ENGINEER A506 SEALING MATERIAL INSULATED PREFABRICATE METAL CURB SEISMIC ATTACHMENT HOLES RUBBER BASE. •U 33P SCALE: 3" = 1 GROUT UNDER PRE—MFR. CURB RESILIENT FLOORING N FINISHED FLOOR SASE AT o• 2 X 6 MIN. FIRE TREATED WOOD NAILER ATTACHED TO SUBSTRATE. OVERALL -ESILIE\T I � 1 \ 1A506 /: THICKNESS TO MATCH NOTES: INSULATION 1 . THE CURBS, TOP WOOD NAILER AND SEAL STRIP ARE TO BE SUPPLIED BY THE CURB MANUFACTURER. 2. WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. SECTIO\ @ SCALE: NO SCALE DATE 12.12.13 12.1'2.13 I\SUL PSE -FAQ C. 3 B I ROOFTOP EQUIPMENT FRAME FIRE TREATED BONDING ADHESIVE SEAM PLATES AND FASTENERS WELDED SEAM 1'-0" MIN OVERLAP OF NEW & EXI ST MEMBRANES NEW SINGLE—PLY ROOF MEMBRANE EXISTING COVER—BOARD AND THERMAL INSULATION EXISTING ROOF DECK REVIEWED FOR CODE COMPLIANCE "' APPROVED FEB 19 2014 City of Tukwilr BUILDING DIVISION CITYEIVED OF TIJKIWA E.DEC 3 0 B PE . !lr CENTE;f= 3A03 A506 SUBTITLE DETAILS CURRENT REVISION 131174-00 SYMBOL DATE 12.12.13 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. N/A DEV. CENTER, WA SHEET A506 JOB NO. 131174-00 COMP NO. DWG NO. 09-120—A506 VIEW STATION STORAGE NIIIIlIIIIi9H IIIIIHIIIIIIIH NW STAIR 1111 i 22E2 SATELLITE ROOM 22D2 CONFERENCE 24E2 21 D2 SECO\D FLOOR FUR\ITURE PLA\ SCALE: 1/8"= 1'-0" x x x SYM A REVISION BY APPROVED DATE SYM REVISION • BY APPROVED DATE MATERIALS TEST EXPANSION 137070 HANSON 02.23.95 E 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF TS 10.31.13 B 9-120 FCS - SPL LABS J#16054201-02 DLR GROUP DR/LS 07.12.07 F 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 C 9-120 FCS - SPL LABS ASI #07 J#16054201-02 RECORD DRAWING J# 16054201-02 DLR GROUP DLR GROUP DR 09.17.07 G 9-120 ASIC - 100% CD ISSUE J#131174-00 ZGF TS 12.12.13 LS 04.11.08 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.01.13 9762 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE DRAWN . 0 N zw oz U Cn L.i ow LL (/) DATE 12.12.13 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014. City of Tukwila BUILDING DIVISION CHECKED TS ENGINEER CHECKED 12.12.13 SUBTITLE SECOND FLOOR FURNITURE PLAN- NW QUADRANT C 2L10 2L11 2L12 KEY PLAN SCALE: NONE 4' 0 4' 2L13 16' CURRENT REVISION 131174-00. SYMBOL G O • RECEIVED CITY 0FTUKWII,A DEC 3 0 2011 CENTER DATE 12.12.13 APPROVED, APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. A -F/1-5 DEV. CENTER, WA SHEET 2L10 JOB NO. 131174-00 COMP NO. DWG NO. 9-120-2L10 OPEN OFFICE DATA ROOM PRINTER STATI O N MAIN ELEC ROOM OMEN -EFFICE ONCEPT CENTE VISOR A8 SOL MANAGER OBILE SUP I�I I�I I�i I�I I�I I�I ONFERENCE ROO REVIEWED FOR CODE COMPLIANCE APPROVED FEB 19 2014 KEY PLAN SCALE: NONE SCALE: 1/8"=1'-0" SECO\D FL0ICH SCALE: 1/8' = 1'-0" ITU SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A B C D E BCAG ENGINEERING OFFICE EXPANSION J. BARNES F 777: PROVIDE 2,500 SF OFFICE SPACE MATERIALS TEST EXPANSION 9-120 ASIC - EXTERIOR ENVELOPE J#137070 J. BARNES HANSON G 9-120 ASIC - 90% CD REVIEW 9-120 ASIC - 100% CD ISSUE J#131174-00 J#131174-00 ZGF ZGF TS TS 11.21.13 12.12.13 ATAFEAIAIW ® ACCEPTABILITY GIS' E I� THIS DESIGN AND/OR __ RAE -SPECIFICATION IS APPROVED PPROVED BY DEPT: B.S,��A►`R OF �. NGT 02/23/95 9-120 ASIC - 60% SUBMITTAL ISSUE ZGF ZGF 10.01.13 10.31.13 DATE DRAWN ZGF ARCHITECTS CHECKED TS ENGINEER CHECKED DATE SUBTITLE 12.12.13 SECOND FLOOR FUNITURE PLAN - SW QUADRANT 12.12.13 TITLE CURRENT REVISION 131174-00 SYMBOL DATE 12.12.1.3 SHEET APPROVED BUILDING 9-120.2 2L12 JOB NO. 131174-00 COMP NO. APPROVED ARCHITECTURAL MASTER COL. F -K/5-9 DEV. CENTER, WA DWG NO. 9-120.2-2L12