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Permit D17-0242 - GCI - TENANT IMPROVEMENT
GCI 16300 CHRISTENSEN RD 350 D17-0242 Parcel No: Address: 0 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.eov DEVELOPMENT PERMIT 2523049078 16300 CHRISTENSEN RD 350 Project Name: GCI Permit Number: Issue Date: Permit Expires On: D17-0242 10/11/2017 4/9/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TALON RIVERVIEW PLAZA LLC 720 OLIVE WAY STE 1020 , SEATTLE, WA, 98101 CHELSEA GASKILL 635 ANDOVER PARK W STE 107, TUKWILA, WA, 98188 DAVIS SCHUELLER INC 4601 CHENNAULT BEACH RD - SUITE 200 , MUKILTEO, WA, 98275 DAVISSI105PN TALON RIVERVIEW PLAZA 16040 CHRISTENSEN RD STE 100 , TUKWILA, WA, 98188 Phone: (206) 575-3080 Phone: (206) 775-9400 Expiration Date: 7/1/2018 DESCRIPTION OF WORK: WALL DEMOLITION, RECONFIGURATION, LIGHTS, PAINT, ELECTRICAL, AND INSTALLATION OF SMALL APPLIANCES Project Valuation: $200,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $4,099.51 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 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 Permit Center Authorized Signature: Date: lD—I I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signatut,'- i C I / Date: /0 7 l4 w) G( 7 Print Name: 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: 4: 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, 5.4) 1: 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) 2: 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) 3: 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, 7.2, 7.3) 0 o 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: 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 1010.1.9.1) 10: 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 1013.1) 11: 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 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 1013.6.1) 12: 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 1013.6.3) 13: 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 1008.3.5) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: 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. 2436). 18: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 19: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 20: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 0 0 23: ***BUILDING PERMIT CONDITIONS*** 24: 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. 25: 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. 26: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 27: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 28: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 29: 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. 30: 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). 31: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 32: 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. 33: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. V'- 1 c 00 Project No. Date Application Accepted: 0 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION (r) 3°° Site Address: -6969 Christensen Road Tenant Name: GCI King Co Assessor's Tax No.: 38-4011128 Suite Number: 350 Floor: 3 PROPERTY OWNER Name: Talon Riverview Plaza Address: 16040 Christensen Road Suite 100 City: Tukwila State: WA Zip: 98188 CONTACT PERSON - person receiving all project communication Name: Chelsea Gaskill Address: Same as above City: State: Zip: Phone: Fax: Email: cgaskill@pinnacle-commercial.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: City: Seattle State: WA Zip: 98101 Phone: (206) 262-9522 Fax: (206) 262-9507 City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: HAApplicationfforms-Applications On Linc12011 Applications'Pennit Application Revised -&9-11.docs Revised: August 2011 Oh New Tenant: 0 Yes 121 ..No ARCHITECT OF RECORD Company Name: Weaver Architect Architect Name: 1411 4th Avenue Suite 810 Address: City: Seattle State: WA Zip: 98101 Phone: (206) 262-9522 Fax: (206) 262-9507 Email: ENGINEER OF RECORD Name: Talon Riverview Plaza Address: 16040 Christensen Road Suite 100 Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Talon Riverview Plaza Address: 16040 Christensen Road Suite 100 City: Tukwila State: WA Zip: 98188 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 200,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Wall demolition, regcongigure, lights, paint, electrical and installation of small appliances. Will there be new rack storage? 0 Yes e.. No If yes, a separate permit and plan submittal will be required. Provide All Building Area in Square•F.00tage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, phis any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: e Sprinklers ® Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Fi:lAppliestionsTommAppliestions On Linc 2011 Applicetioo \Pelt applikalioa Revised - 0-0-1 ].dome Revised: August 2011 bb Page 2 of 4 Existing Interior•Remodel Addition to Exis ting Structure New Type of Construction _per IBC' Type of Occupancy per IBC I" Floor 22,894 _ •2°° Floor 25,939 3`a FloOT 27,867 6,154 BOWS_ — tiro 'B`asoment Accessory. Stnctut•es Attached Cratage '` 3eMOied t3aiage ' Attache$' Carjigrt Detached`.CaWi( 'Co`vetedbeck Uncovered'Deck• PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, phis any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: e Sprinklers ® Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Fi:lAppliestionsTommAppliestions On Linc 2011 Applicetioo \Pelt applikalioa Revised - 0-0-1 ].dome Revised: August 2011 bb Page 2 of 4 PUBLIC WORKS "PERMIT INFORMATION - 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ❑ ...Water District #125 0 ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate ❑ . Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ ., Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): t] ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements 0 ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line If ❑ ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size '. ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 0 H ❑ .. Grease Interceptor 0 Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO# WO # ❑ ...Deduct Water Meter Size Private 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billinitto: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip HAAppliatiouitronnu-Applications On LIn62011 Applieetionetpernet Application Revised - g-9-1l.doex Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OR OR UTRORIZED GENT: Q Signature: _1A/kJ Date: 1 4 1 1 1 V-1' Print Name: C VAR i -e, a o-3 tc, r 1.1 Day Telephone: Mailing Address: i 01 (0 C. --\A1 \5 VC tit S- V► 12 A 1 a‘. City H:1NpplieetionsWocmrApplieatiom On Line 2011 ApplieationsWermit Application Revised - 8.9-11.doex Revised: August 2011 bb \3 Pr 1 g State Zip Page 4 of 4 Cash Register Receipt City of Tukwila I Receipt Number 1 DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK _ PAID $4,099.51 D17-0242 ` Address: 16000 CHRISTENSEN RD BLDG 2 Apn: 2523049077 . $4,099.51 DEVELOPMENT $3,979.07 PERMIT FEE R000.322.100.00.00 0.00 $2,408.83 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,565.74 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $120.44 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R12282 $120.44 $4,099.51 Date Paid: Friday, September 08, 2017 Paid By: TALON RIVERVIEW PLAZA LLC Pay Method: CHECK 001802 Printed: Friday, September 08, 2017 2:29 PM 1 of 1 CRSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)17-o PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431.:3670 Permit Inspection Request Line (206) 438-9350 Project: GCI Type of Inspection: e✓h-DI N C.- 7 ilii 6 --- Address: I LQ 36O crRS7 LsJ RD Date Called: Special Instructions:Date 3,5—s)iZ EntER6-C)JCY Li&idTTN Btb LD/P1 6— FM/It- Wanted: -zoo 7 Ca p.m. Requester: Vig RG Phone No: 200--73D-%4J Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: O� vtie GifAl6 6/4 RA C - ,( - ,d (,)G i- ®I N.G -rim- t_ Inspector: Date: I2 a /4 7 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) 438-9350 Project: GCI Type of Inspection: 7304. Df & 1 N l - Address: /'NOerniS7Wa 'ltb Date Called: Special Instructions: �.� bate Wanted: 1� �i 7 a.m: P• • Requester: Phone No: wee --7.76—)30/ IikApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 62WG-- Inspector: — Inspector: Date: C�7 1-� 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) 438-9350 Di7- .0241a. Project: 6•:Ci Type of Inspection: S.uspz/ DRD COLIN& Address: / 3co eYlF,Y z* /Qi Date Called: Special Instructions:�� Date Wanted: I Z- -17 p m) Requester: SSRG Phone No: 204e-738 `)3( Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431.-3670 Permit Inspection Request Line (206) 438-9350 P7 Oz 2. Project: G-c.I Type of Inspection: e)k- Address: Date Called: Special Instructions: FRAIL Date Wanted: 1/-43, 7 a.m. p.m. Requester: sE/a- Phone No: Z,1347•7'30' /30% Approved per applicable codes. DCorrections required prior to approval. COMMENTS: e)k- fiWvi/4C a'"T- % ,-LL it X G 5T7 - ec, A iQ (8 net Inspector: "A -s - Date: //—t%--/ 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 02-(12___ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Projects__ -__Type /AL,, �, vvv ,..e. LA./ of Inspection: /,,,q-/ Address: Suite #: /6306 (7 -S riesloy,c, '12d 3C° Contact Person: : Special Instructions: ,7',s 1 A c- 54„../ Pre -Fire: r-• Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: y„a-Li Fire Alarm: /2,,il i -7 Hrs.: Hood & Duct: / SA #- —'- Wit- , ,7',s 1 A c- 54„../ Pre -Fire: r-• -- Gas ,<.f/4 Occupancy Type: ,t,S ec,,„4- ?s ,c am c, / r 4 _ - �/E--D 7o /40✓.( /21.o r- f4- -7 1? -76 ,x-710 5.. I `. /fps ,�- -�` : e 1 ,��, ` vi/ lUot< is < Needs Shift Inspection: /IA Sprinklers: y„a-Li Fire Alarm: /2,,il i -7 Hrs.: Hood & Duct: / SA #- Monitor: Pre -Fire: r-• Permits: ,<.f/4 Occupancy Type: ,t,S Inspector: s3 Date: /2,,il i -7 Hrs.: /. v $100.00 REINSPECTION FEE REQUhREo. 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 3/14/14 T.F.O. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7-5-1 e: Teri-- yz- 4 PERMIT NUMBERS 1`� CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1vcr-Vi ( 6L) `Type of Inspection: aver' Address: 0Contact Suite #: /626o Cik✓`rl71.0.,(„0-3, rq Person: Special Instructions: *3E-0 Phone No.: 1 Approved per applicable codes. f Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: s / '/ 3 Date: J4/( 1/ -7 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 3/14/14 T.F.D. Form F.P. 113 Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings Induding R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are wrlfe- protected. Project Title: GCI Date 9/29/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use , -N Company Name: Weaver Architects Company Address: 1411 4th Ave, Suite 810, Seattle, WA 98101 Applicant Name: Kimberly Petty Applicant Phone: 206-262-9622 Applicant Email: kimp@weaverarch.com Project Description ■ New Building • Addition J Alteration ■ Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicableEl provisions as a stand alone new construction project ❑ Lighting systems in addition are combined with existing• building lighting systems to demonstrate compliance ❑ Addition is combined with existing: For Interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced ❑ o ■ Less than 50% of existing are replaced 0 ■ ■ Lamp and/or ballast replacement only — existing total wattage not increased • • ■ 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT forn Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting Alla ratii$hp4)R com ierio GrV V PL�A'�ICiE APPROVED OCT 0 4 2017 nCj OF "'rig / ■I . b .y ft z '1; &NON sys , uses and configuration are not changed. New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(a) 0 Q • New or moved lighting panel • • • Interior space is reconfigured - luminaires unchanged or relocated only ■ New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use under -going a change in space use are upgraded to types per Tables C405.4.2(1) or C405.4.2(2). to the current Code in Proposed Lighting Wattage table in • Existing interior lighting systems in areas comply with LPAs for the new space Identify interior spaces requiring LPD upgrade LTG -INT -BLD or LTG -INT -SPACE form. CORREVIOfV LTR#. (� CITY OF TUKWILA ��- /4 2. SEP 29 2011 PERMIT CENTER Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings Including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: GCI Date 9/29/2017 Interior Lighting System Description New general office lighting. Controls designed by others. Interior Lighting Power Allowance Method 0 Building Area Method • Space -by -space Method Select method used in project. Interior Lighting Controls • All C405.2.1 - C405.2.8 Controls • C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) • Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: 0 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA 0 C406.3 High Efficacy Lighting 0 Exterior Lighting System Description n/a Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: GCI Date 9/29/2017 Calculation Area N0� 8 0 0 Addition - 0 Addition stand alone + existing O Spaces where < 50% of O Spaces where t 50% of O luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type Q Standard O Additional Efficiency Package Option O C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage "' 1 2 Location (plan #, room #) Space Type Ceiling Height NOTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/RZ x area) Small Conference 101 Conference/meeting/multipurpose 8'-6" 225 0.980 221 Entry 100 Lobby: all other 8'-6" 225 0.720 162 Medium Conference 102 Conference/meeting/multipurpose 8'-6" 261 0.980 256 Office 103 Office: Enclosed 8'-6" 156 0.890 139 Office 104. Office: Enclosed 8'-6" 156 0.890 139 Large Conference 105 Conference/meeting/multipurpose 8' -6" 376 0.980 368 Office 106 Office: Enclosed 8'-6" 124 0.890 110 Open Office Office: Open plan 8'-6" 2746 0.780 2192 Office 110 Office: Enclosed 8'-6" 149 0.890 133 Break 111 Lounge/breakroom: all other 8'-6" 262 0.580 152 Server 112 Storage room 8`-6" 248 0.500 129 Small Conference 113 Conference/meeting/multipurpose 8'-6" 110 0.980 108 Hall Corridor all other 8'-6" 239 0.530 127 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 5277 LTG -INT -DISPLAY Allowed Watts Allowance from 4180 Proposed Lighting Wattage"' Location (plan #, room #) Fixture Description NOTE 4, 5, 6 Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed Small Conference 101 2x4 Fluorescent 2 64 128 Small Conference 101 Can light 4 26 104 Entry 100 Can light 5 26 130 Entry 100 Wall washer 2 26 52 Entry 100 Pendant 1 50 50 Medium Conference 102 2x4 Fluroescent 3 69 192 Medium Conference 102 Can light 6 26 156 Office 103 2x4 Fluorescent 2 69 128 Office 104 2x4 Fluorescent 2 69 128 Large Conference 105 2x4 Fluorescent 3 69 192 Large Conference 105 Can light 6 26 156 Office 106 2x4 Fluorescent 2 69 128 Open Office 2x4 Fluorescent 25 69 1600 Open Office Under cabinet lighting 13 2 26 Office 110 2x4 Fluorescent 2 69 128 . Break 111 2x4 Fluorescent 9 64 256 Break 111 Server 112 Small Conference 113 Hall Under cabinet lighting 2x4 Fluorescent Can light 2x4 Fluorescent 15 3 2 64 4 26 2 64 30 192 104 128 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 4008 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: GCI Date 9/29/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS NA C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken Llghting controls under separate permit NA C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters Lighting controls under separate permit NA C405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception NA C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specifice application it serves Lighting controls under separate permit NA C405.2.2.1 C405.2.2.2 C405.2.3 Manual interior lighting controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls Lighting controls under separate permit NA C405.2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; Lighting controls under separate permit Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies Lighting controls under separate permit NA C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; Lighting controls under separate permit Indicate whether occupancy sensor controls are configured to be manual -on, automatic 50% -on, or serve a space eligible for automatic 100% -on per exception Lighting controls under separate permit NA C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% Lighting controls under separate permit NA C405.2.6 Digital timer switch Indicate required digital timer switch control function when control is used Lighting controls under separate permit NA C405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. Llghting controls under separate permit NA C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; Lighting controls under separate permit Indicate toplight daylight zone areas on plans, include sq. ft.; Lighting controls under separate permit For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) Lighting controls under separate permit NA C405.2.4 Daylight responsive controls Indicate on plans lighting zone(s) served by daylight responsive Lighting controls controls; under separate permit Identify sidelight and toplight daylight zones that are not Lighting controls provided with daylight sensing controls and the exception(s) that under separate apply; permit Indicate on plans the lighting load reduction method - Lighting controls continuous dimming, or stepped dimming that provides at least under separate two even steps between 0%-100% of rated power, permit Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone Lighting controls under separate permit NA C405.2.5 Additional controls Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section Lighting controls under separate permit HA C405.2.5 - Items 1&2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; Lighting controls under separate • permit Indicate manual and automatic lighting control method Lighting controls under separate permit Lighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: GCI Date 9/29/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes NA C405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room NA C405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under-shelf or under-cabinet lighting Lighting controls under separate permit NA C405.2.5 - Item 5 Lighting for non- visual applications Indicate on plans eligible non-visual lighting applications, include sq. ft. area of each lighting control zone; Indicate on plans that non-visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control NA C405.2.5 - Item 6 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control NA C405.2.5 - Item 7 Means of egress lighting Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; Lighting controls under separate permit Provide calculation of lighting power density of total egress lighting; Lighting controls under separate permit If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; Lighting controls under separate permit Indicate method of automatic shut-off control Lighting controls under separate permit NA C405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; For all other exierior lighting, indicate automatic controls shut off lighting as a function of available daylight; include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor NA C405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or, are controlled by motion sensor, or are exempt lighting per C405.5.2 NA C405.2.5 Area controls - Master control switches and circuit power limit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; Lighting controls under separate permit Verify that no 20 amp circuit controlledbya single switch or automatic control is loaded beyond 80% Lighting controls under separate permit NA C406.4 Enhanced digital lighting controls To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) NAper C405.13 rams 1 Lighting system fu unrfinnal factinn If claiming lighting system commissioning exemption provide supporting calculation; Identify applicable commissioning documentation requirements Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: GCI Date 9/29/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR LIGHTING POWER & EFFICACY NA C405.4.1 0405.4.1 C405.4.2 Total connected interior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Electrical drawings under separate permit Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; p p pp Electrical drawings under separate permit Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; Electrical drawings under separate permit Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently Electrical drawings under separate permit C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per fixture) Electrical drawings under separate permit NA C405.1 Lighting in dwelling units - lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). NA C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option). Lighting Power Calculation - Indicate compliance path taken NA C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Yes C405.4.2.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable NA C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method EXTERIOR LIGHTING POWER & EFFICACY NA C405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category NA Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Lighting, Motor, and Electrical Permit Checklist, Pg. 4 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: GCI Date 9/29/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes MOTORS & TRANSFORMERS NA C405.6 Electrical tranfortners Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken NA C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter NA C405.8 Electric motor efficiency Include all motors, including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied NA 0405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoocupied for a period of 15 minutes or more NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA 0405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive NA C405.10 Controlled receptacles Identify all controlled and uncontrolled receptables on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; Indicate on plans whether the method of automatic control for each controlled receptable zone is by occupant sensor or programmable time -of -day control If "no" is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist 07 r,4<, �� 4 I-0 CC ® I- wY c®+ Z >D co w EL -1 F" ct+0 WO 0` LIJ CC >. (1) i- 0 1 CHRISTENSEN ROAD BAKER BLVD 0 0 SITE PLAN (SCALE 0 co co w 0 0 ce Z co w co cn (70 Z p, LU Q V) "- 0L( o� osz -1- rN �N Ww w 00 00 Ce < TALON RIVERVIEW PLAZA, LLC w z 0 s.M City of Tukwila Department of Community Development September 28, 2017 CHELSEA GASKILL 635 ANDOVER PARK W STE 107 TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0242 GCI - 16000 CHRISTENSEN RD BLDG 2 Dear CHELSEA GASKILL, Allan Ekberg, 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: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23- 010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above 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. the e • ipl°y Permit Technicia 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 9ERMIT COORD DOPY. � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0242 DATE: 09/29/17 PROJECT NAME: GCI SITE ADDRESS: 16300 CHRISTENSEN RD - SUITE 350 Original Plan Submittal X Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: C 10-61,1 Building Division Public Works Fire Prevention Structural Planning Division n ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/03/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/31/17 Approved n Approved with Conditions lir Corrections Required ❑ Denied n (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 OERMIT COORD COPY Q PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0242 PROJECT NAME: GCI SITE ADDRESS: 16000 CHRISTENSEN RD DATE: 09/11/17 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: a��� uilding Divisio e ks N -\\A 4111 Fire Prevention Structural Live, N/A- Planning )/,4 Planning Division Pir ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 09/12/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: Approved with Conditions n ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 10/10/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #I00 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07 fi qi (:-i Plan Check/Permit Number: p 6Zcis ❑ Response to Incomplete Letter # , I Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: cia Project Address: lip uX) C141'15knSeli Rau gki-k are) , Citl f4 ?BI8 Contact Person: Chti{ S -e4 Cl cS Phone Number: 2_0(o- 5-15 -.36.60 Summary of Revision: ►-a v i at d c o m fLe -I-cd 2 -ors (,)/i S -E2 ►-9 (1 ,, Sbt.vv 14/lay Li " Co PI Iakug -Qt-v -r Compec-c,'tL ,iI iih3.5 C!'V OF TUKWILA SEP 2 9 2V PERMIT CENT f Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center Center by: Entered in TRAKiT on -1")-4-1d W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 DAVIS SCHUELLER INC Ck Washington State pepartment of JP Labor & Industries 0 Horne Espanol Contact Safety & Health Claims & Insurance Search L&I A -Z Index help Page 1 of 3 My L&I Workplace Rights Trades & Licensing DAVIS SCHUELLER INC Owner or tradesperson Principals SCHUELLER, KENNETH E, PRESIDENT STOCKBURGER, JAMES A, VICE PRESIDENT SCHUELLER, DANETTE, SECRETARY SCHUELLER, KENNETH E, TREASURER DAVIS, BILL E, PRESIDENT (End: 06/26/2014) SCHUELLER, KENNETH E, VICE PRESIDENT (End: 06/26/2014) DAVIS, BARBARA D, TREASURER (End: 06/26/2014) Doing business as DAVIS SCHUELLER INC WA UBI No. 601 273 797 4601 Chennault Beach Rd Suite 200 MUKILTEO, WA 98275 425-775-9400 SNOHOMISH County Business type Corporation Governing persons BARBARA DAVIS BILL E DAVIS; KEN SCHUELLER; DANNETTE SCHULLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. DAVISSI105PN Effective - expiration 10/15/1990— 07/01/2018 Bond ................ CBIC Bond account no. SF2518 $12,000.00 Received by L&l Effective date 10/31/2003 10/15/2003 Expiration date Until Canceled Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 10/11/2017 DAVIS SCHUELLER INC Insurance ........................... BITCO National Ins Co Policy no. CLP3655384 $1,000,000.00 Received by L&I Effective date 06/21/2017 07/01/2017 Expiration date 07/01/2018 Insurance history Savings ................... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts .................:........................ No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ......................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 588,421-00 Doing business as DAVIS SCHUELLER INC Estimated workers reported Quarter 2 of Year 2017 "51 to 75 Workers" L&I account contact T1 / DESTINY ADAMS (360)902-4873 - Email: ADAF235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Checkfor any past safety and health violations found on jobsites this business was responsible for. Inspection results date 11/10/2015 Inspection no. 317938271 Location 3600 15th avenue Seattle, WA 98114 Inspection results date 04/02/2014 Inspection no. 316973973 Location 12856 Gateway Dr Tukwila, WA 98168 Violations Violations Page 2 of 3 ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 10/11/2017 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT 10 AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TOCL ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 119. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW / WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER, 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW.'` 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL.SELECTIONS, 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ACT -ACOUSTIC CEILING TILE MECH -MECHANICAL ADJ -ADJUSTABLE MEZZ -MEZZANINE AFF -ABOVE FINISH FLOOR MFR -MANUFACTURER ALT -ALTERNATE MGMT -MANAGEMENT ALUM -ALUMINUM MGR -MANAGER APC -ACOUSTIC PANEL CEILING MIN -MINIMUM APPROX -APPROXIMATE MISC -MISCELLANEOUS ARCH -ARCHITECTURAL M.R. -MOISTURE RESISTANT AV -AUDIO VISUAL M/R -MOISTURE RESISTANT A/V -AUDIO VISUAL MTD -MOUNTED BLDG -BUILDING MTL -METAL BOT -BOTTOM (N) -NEW B/S -BUILDING STANDARD N/A -NOT APPLICABLE CAB -CABINET NIC -NOT IN CONTRACT CL -CENTER LINE NTS -NOT TO SCALE CLG -CEILING OC -ON CENTER CLR -CLEAR OFF -OFFICE COL -COLUMN OPNG -OPENING CON -CONCRETE O -OPPOSITE CONF -CONFERENCE OVHD D -OVERHEAD DEMO -DEMOLITION P -PAINT DEPT -DEPARTMENT PART -PARTITION DF -DRINKING FOUNTAIN PERF -PERFORATED DIA -DIAMETER PERIM -PERIMETER 1. PROJECT ADDRESS: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2015 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2015 ICC/A117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2009 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: - VA FIRE RESISTIVE SYSTEM: SPRINKLED PER NFPA1 3 QUICK RESPONSE OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS (SBC 713.4) EXIT STAIR ENCLOSURES: 2 HOURS (SBC 1009.3.1.2) TENANT: GENERAL CONTRACTOR: GCI TBD RIVERVIEW PLAZA 16040 CHRISTENSEN RD, SUITE 215 PLUMBING ENGINEER: TUKWILA, WA 98188 TBD - BIDDER DESIGN -BUILD BY G.C. TEL: 206.658.7314 ATTN: BIVIANA SPARKS MECHANICAL ENGINEER: TBD - BIDDER DESIGN -BUILD BY G.C. ARCHITECT/DESIGNER: WEAVER ARCHITECTS, INC. ELECTRICAL ENGINEER: 1411 - 4TH AVENUE, SUITE 810 TBD -BIDDER DESIGN -BUILD BY G.C. SEATTLE, WASHINGTON 98101 TEL: 206.262.9622 FIRE/LIFE SAFETY ENGINEER: FAX: 206.262.9507 TBD - BIDDER DESIGN -BUILD BY G.C. ATTN: KIM PETTY BUILDING MANAGER: PINNACLE 114TH AVENUE SE, SUITE 205 BELLEVUE, WA 98004 TEL: 425.289.4900 ATTN: TAMARA MALONEY DIFF -DIFFUSER PERP -PERPENDICULAR DIM -DIMENSION PLAM -PLASTIC LAMINATE DTL -DETAIL PLYWD -PLYWOOD CORRIDORS: NA 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: STREET M A P DW -DISHWASHER PT -PRESSURE TREATED DWG -DRAWING PVC -POLYVINYL CHLORIDE (E) -EXISTING QTY -QUANTITY EA -EACH (R) -RELOCATED EL -ELEVATOR RA -RETURN AIR ELEC -ELECTRICAL RCP -REFLECTED CEILING PLAN ELEV -ELEVATION REC -RECESSED EQ -EQUAL REF -REFERENCE EQUIP -EQUIPMENT REFR -REFRIGERATOR EXT -EXTERIOR REL -RELOCATE FA -FIRE ALARM -REVISION OR REVISED REV EV FCIC -FURNISHED BY CONTRACTOR, RFG -REFRIGERATOR INSTALLED BY CONTRACTOR RM -ROOM FD -FLOOR DRAIN RO -ROUGH OPENING FE -FIRE EXTINGUISHER RTD -RATED FEC -FIRE EXTINGUISHER CABINET SCHED -SCHEDULE FFE -FINISH FLOOR ELEVATION SF -SQUARE FEET/FOOTi 5,399 SQUARE FEET TOTAL APPROXIMATE SUITE AREA: 5,399 SQUARE FEET OCCUPANT LOAD FACTOR: - 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: 54 NUMBER OF EXITS REQUIRED: - 2 MINIMUM EGRESS WIDTH� REQUIRED: 44" - COMMON PATH OF TRAVEL:100' SPRINKLED PER NFPA1 3 6. PROJECT DESCRIPTION: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT.�� NEW PARTITIONS, DOORS, FINISHES. y�K rr1. 'r ` �� � �' � ��° �° ��� ker By , , , . . ' �� `` \vas � �+�'�.C�� °= - � a � ';en .l _ ... E� .- `������ ; `��,� � yy,, w ", i CID I C} inirsn U41ndy' co BeII �� FIN -FINISH SHT -SHEET�ila�;r�cllt FLUOR -FLUORESCENT SIM -SIMILAR FLR -FLOOR SPEC -SPECIFICATION LEGAL D E S C R I P T I 0 N DRAWING INDEX FO -FACE OF FOIC -FURNISHED BY OWNER, INSTALLED SPKR -SPEAKER SPKLR -SPRINKLER PARCEL: 252304-9078 \DRAWING ISSUED BY CONTRACTOR SQ -SQUARE FR -FIRE RATED/RESISTANT/RETARDENT STD -STANDARD FTIC -FURNISHED BY TENANT, INSTALLED STL -STEEL BY CONTRACTOR STG -STORAGE FURR -FURRING STOR -STORAGEo0 G1 S -GOOD ONE SIDED STRL -STRUCTURAL POR GL 1 OF SEC 25-23-04 DAF - BEG SW COR PARCEL 4 OF CITY OF TUKWILA SHORT PLAT NO 78 -16 -SS RECORDING NO 7906050098 TH N 00-14-00 W 210 FT TAP OF CURVE TH NLY 104.72 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 40 FT RADIUS PT BEARING N 00-14-00 W THRU C/A 150-00-00 TAP OF REV CURVE TH NLY 41.89 FT ALG ARC OF TANGENT CURVE TO RGT RAD 40 FT THRU C/A 60-00-00 TAP OF TANGENCY TH N 00-14-00 W 121.31 FT TH N 89-46-00 E 115.50 FT TH N 00-14-00 W 8.50 FT TH N 89-46-00 E 98.50 FT < a N , o 08/28/17 G2S -GOOD TWO SIDED STRUC -STRUCTURAL TH N 00-14-00 W 8.50 FT TH N 89-46-00 E 24.61 FT TH S 60-14-00 E 17.19 FT TH N 29-46-00 E 49.36 GENERAL GA -GAUGE SYMM -SYMMETRICAL FT TAP OF CURVE TH NLY 52.96 FT ALG ARC OF TANGENT CURVE TO LFT RAD 320 FT THRU C/A 09-28-59 TAP ON / X X G,0.0 COVER SHEET PROJECT INFORMATION / GC -GENERAL CONTRACTOR TBD -TO BE DETERMINED SD CURVE TH S 77-75-04 E 30.59 FT TH S 12-34-56 W 28 FT TH S 77-25-04 E 105.59 FT TH S 31-16-45 X X 0.0.1 PROJECT NOTES GL -GLASS TEL -TELEPHONE OR TELECOM W 11.09 FT TH S 34-31-52 W 60.54 FT TH S 30-51-21 W 61.78 FT TH S 13-16-05 W 53.94 FT TH S 15-57-27 W 51.82 FT TH S 13-48-40 W 54.33 FT TH S GWB -GYPSUM WALL BOARD TEMP -TEMPERED 00-38-22 E 62.39 FT TH S 00-18-55 W 41.21 FT TH S 07-39-16 E 53.77 FT TH S 18-27-46 E 56.37 FT TH S 27-57-17 E 8.24 FT TH N 89-47-00 W 343.34 FT ARQHlTECTURA - / INTERIORS GYP -GYPSUM THK -THICKNESS TO POB AKA REVISED LOT 3 OF CI1Y OF TUKWILA BDRY LN ADJ NO 81-40 BLA RECORDING NO 8112160540 X X A,2A.1 DEMOLITION PLAN CONSTRUCTION & FINISH PLAN / HC -HANDICAPPED TO -TOP OF REVISING CITY OF TUKWILA BMW ADJ NO 81-1 BLA RECORDING NO 8102050389 X X A.2B,1 RECUT D CEILING PLAN / POWER & DATA PLAN HDW -HARDWARE TOS -TOP OF SLAB HM METAL (STEEL FRAME) TYP -TYPICAL X X A.6.1 INTERIOR ELEVATIONS / MILLWORK DETAILS -HOLLOW HR -HOUR UON -UNLESS OTHERWISE NOTED ___...___..,.._ REVISIONS X X A.9.0 DOOR SCHED. / SIDELIGHT SCHED. / FLOOR TRANSITIONS INCL -INCLUDED OR INCLUDING UPS -UNINTERRUPTED POWER SUPPLY Na changes shall be X X A.9.1 PARTITION TYPES / FRAMING DETAILS INFO -INFORMATION VCT -VINYL COMPOSITION TILEX made to the scope f �v of without X A.9.2 CEILING DETAILSorlc INSUL -INSULATION VIF -VERIFY IN FIELD prior approval of �'i..,kxvi!a Building Division. LAV -LAVATORY W/ -WITH g VOTE. E: C-iwssiaris LF -LINEAR FOOT WC -WATER CLOSET will require a new plan submittal 1 and may include MATL -MATERIAL WD -WOOD i additional plan review fees. i MAX -MAXIMUM WH -WATER HEATER MDF -MEDIUM DENSITY FIBERBOARD W/O -WITHOUT DEFINITIONS AND DIMS. KEY PLAN FLOOR PLATE 1 ' - 0' -1/32" A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. E COPY 10 67[���� CONSTRUCTION WORK SHALL NOT PROCEED UNTIL Permit ' THE BUILDING OWNER / REPRESENTATIVE AND 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND Plan i>1 �7 BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO CL, THESE CONSTRUCTION DOCUMENTS. APPROVAL BY COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. "ALIGN"INDICATES FINISH FACES OF review approval Approval of construction the violation of any adopted of approved Field Copy E' '� ` subjectto code and �•� m•r + , THESE PARTIES SHALL BE INTERPRETED AS kf . • : 1 °I +$ . APPROVAL OF DRAWINGS FOR CONTENT, FINISH SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, l •+ �� ••; FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. 1 CONSTRUCTION AND/OR INITIATION OF 4. ACCURATELY PROVIDE MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT I r Date: CONSTRUCTION,AUTHORIZED BY THE BUILDING OWNER FROM HESE CONSTRUCTION DOCUMENTS,j/ MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: � City of %I 'j i b `' ,�� BUILDING /j,, '%a SHALL BE INTERPRETED BY THE DESIGNER AS Tukwila APPROVAL IN FULL OF THESE CONSTRUCTION DIVISION REPRESENTBY BOTH THE ATIVE AND THE TEBUILDING OWNER / S ¥ M B 0 LS ELEVATION REFERENCE SYMBOL ; + INDICATES FINISHED AT ALL NEW AND AREENSIONS EXISTING CONSTRUCTIONINDICATED TO THE , CENTER OF COLUMNS OF FINISHED , OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL / _ °� ,// .i,/ 79+_11" t 2 8' � • •••• j% <<!%� :-:/%-., . /f-��- .. . f �...,. SURFACES TO ALIGN1. U DETAIL ID DRAWING TITLE BAR 1 A.06.XXt R DETAIL IDENTIFICATION DRAWING TITLE SHEET NO. D SECTION REFERENCE SYMBOL GRAPHICAL SCALE TITLE BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE INS THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS� - �� r /%� �% i. AREA OF / / CONSTRUCTION !/� , _ �% � ��% � ��% C01I10N PATH ''//- �`'�% �'" % OF TRAVEL = ± » 50 -11 ./' �� O • r DTL FLOOR ELEVATION SYMBOLS C. SMALL SCALE DETAILS f /� ��� /' l j /� D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS� ..:/// �� // ��/ % % % � � ,',.�� .- 0�� , j��•...t70. / ���',. • , // %1� % _, E lig IIIP III 1111 I SHT 92 -0 FLOORL DETAIL REFERENCE SYMBOL DTL BUILDING f- ELOEVATION HEIGHT (ABOVE/BELOW) SPACE / ROOM ID 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND % 11 ./, �; ,� BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. SEPAR/ ''<:::',//'/O / ATE PERMIT //�° / i!I �� FSE %%� �i ���, REQUIRED F �� �' %� OR. "h?`�� '� SHT OFFICE -�- SPACE NAME 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. • •� ._ � ! r ;� �. ,�'i• ` � % l� / ; .- % i �� -J1 �� %- f..- /�!�-��- Cp /N R GRID LINE SYMBOL 1127 -�- SPACE NUMBER - g:Ilech ��r __- arncal �j � ,�, ���/ !i�//% i�r%� / / , __ i%/ii REV EVVED F®6$ DIMENON U L M AND L1 E• 20' - 0" 0 DOOR SYMBOL o 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVEumbin �'E1 � ectncal !� ,/ �. i ° / G� +�%�% : s % � %., i..-��.. 1. 'i• �. ���������'%�''�1-�����i 'i //./� :s DE COMPLIANCE PPROVED FINISH FLOOR - "AFF". • C- s Piping 4��%� %II/ lir 1i o / / �;, OCT 0 4 2011 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN.DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. , �.ej i ' iLlkw/iIa• _ - ' iVISION 3RD F L O 0 R r%�-��, a /16rJ City of Tukwila BUILDING DlulSlUtyl.t O DOCUMENT SHEET SYMBOL O -®-- KEYED SHEET NOTES L ANGLE G1 -0- GLAZING SYMBOL © AT Q CENTERLINE Q1 -0,-- REVISION NUMBER CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 ARCH1TECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.2623507 All reproduction & intellectual property rights reserved c 2017 Approved by: Professio REGISTERED ARCHITECT . WEAVER TA, E OF WASHINGTON Dote: No. Issue Description Date LL/TENANT REVIEW 08.1 6.17 PERMIT SET 08.28.17 Drawn by: JAL Reviewed by: KP Project No: # 17-028-00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.0 Permit Agency RECEIVED CITY OF TUKWILA SEP 0 8 2017 PERMIT CENTER PROJECT NOTES DIVISION I - GENERAL. CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE WEAVER ARCHITECTS WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT WEAVER ARCHITECTS MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. MECHANICAL AND ELECTRICAL TO BE DESIGN -BUILD UNDER SEPARATE PERMIT. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS. AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DMSION 11 - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6. SHELF EDGING TO BE VINYL TO MATCH EXTERIOR LAMINATE FINISH. 7. ALL EXPOSED CABINETS SIDES SHALL BE FINISHED IN PLASTIC LAMINATE TO MATCH CABINET FRONT. 8. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. . 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DMSION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. DMSION XV - MECHANICAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. 6. DESIGN -BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. REVIEWED FOR CODE COMPLIANCE .: APPROVED '1 OCT 04 2011 4C 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN -BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVERPLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUDRING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUDRING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE ARCHITECT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN -BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN -BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. City OT I u6 rlla DI JLP-DitLSION CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professiona IYb9 REGISTERED (ARCHITECT A. EAVER ATE OF WASHINGTON 1 Iq No. Issue Description Date LL/TENANT REVIEW 08.16.17 PERMIT SET 08.28.17 Drawn by: JAL Reviewed by: Project No: # 17-028-00 KP PROJECT NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.1 Permit Agency RECEIVED CITY OF TUKWILA SEP 0 8 2017 PERMIT CENTER L -----IL_ r Lr - 9 ABOVE, TYP. I� J SI / r4'-4" _IL— TYP. 14 I. _IL,� �� 1, A DEMOLITION PLAN ren 10 6' 12' 24' \\\\.\\\1\\\1.\\\\\\\.\\\AL OPEN OFFICE --1 108 I (4A 1/8" = 1'-0" TYPICAL THROUGHOUT UON. P4 // 5'-8" 37,-7" 12'-6" OPEN OFFICE -I 109 OFFICE 110 CONSTRUCTION & FINISH PLAN 0 1 I 6' 12' I 24' 1/8" = 1'-0" M G. 4. 0 7— —D +60(0`-` PRINT OFFICE --� 107 (j 106 1 eej a 1 7'-2" 473,_on 6'-4" 4'-2" 9 r T 11 11 LARGE CONFERENCE OFFICE -I 105 -I 104 .- �� A.6.1 O 0 y 0 warns 400' 7612: IMMEmmor" ;Ito - BREAK 111 FINISH SPECIFICATIONS A9.0 OFFICE MEDIUM CONFERENCE 102 AMIN II AIIIIIIIIIIIIrl EMS`%i I 111 Awl ill II in _ ��SERVERi1 STORAGE -I 112 ! 1' -4" a. P-4 SMALL ONFERENC 113 I— ENTRY 100 a ,� P-4 101 LUXURY VINYL TILE P-4 SMALL CONFERENCE 101 DEMOLITION SYMBOLS _ _ EXISTING CONSTRUCTION TO BE REMOVED QA rAv $ V7 EXISTING DEVICES TO BE REMOVED. WHERE REMOVED DEVICES OCCUR ON WALLS SCHEDULED TO REMAIN, PATCH WITH GWB FLUSH WITH ADJACENT CONSTRUCTION AND PREP TO RECEIVE NEW PAINT FINISH. 1 1 1 l i EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL M/A.9.1 NEW INSULATED NON -RATED DEMISING PARTION TO DECK ABOVE, PER DETAIL L/A.9.1 FRAMED GLASS V#j NEW CASEWORK / MILLWORK I- UNE OF UPPER CABINETS (WHERE OCCURS) NEW GRADE FIRE EXTINGUISHER CABINET - PAINT TO MATCH ADJACENT WALL GENERAL SHEET NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOUSHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 3. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. 4. REMOVE ALL ABANDONED SCREWS, NAILS, ANCHORS, ETC. FROM EXISTING PARTITIONS THROUGHOUT SUITE. 5. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 6. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 7. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 8. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 9. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTI11ONS. 10. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD. 11. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 12. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 13. PATCH EXISTING CONSTRUCTION WHERE DEMOLITION HAS OCCURRED FLUSH WITH ADJACENT SURFACE AND PREP FOR NEW PAINT FINISH AS SCHEDULED. 14. PROVIDE B-1 THROUGHOUT, UON. 15. PROVIDE P-1 THROUGHOUT, UON. 16. PROVIDE CPT -1 THROUGHOUT, UON. 17. REFER TO ELEVATIONS AND DETAIL SHEETS. 18. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. KEYED SHEET NOTES REVIEWED FOR CODE COMPLIANCE APPROVED OCT 042017 City of Tukwila BUILDING DIVIRIC SYMBOL MANUFACTURER DESCRIPTION LVr-1 MANNINGTON COMMERCIAL BASE ENTWINED HETEROGENEOUS SHEET, BURLAP COLOR: STONE ETW203 INSTALLATION DIRECTION (GRAIN): AS SHOWN ON PLAN WINDOW TREATMENT B-1 ROPPE 4"h STRAIGHT RUBBER BASE AT CARPET. 4"h COVED BASE AT VCT OR LVT. COLOR: 193 BLACK BROWN WT -1 BUILDING STANDARD BUILDING STANDARD COLOR: MATCH EXISTING SUITE STANDARD CARPET PAINT CPT -1 SHAW CONTRACT FIELD CARPET HAZE TILE 5T037 COLOR: SMOKE 37557 INSTALLED: DIRECT GLUE, MONOLITHIC P-1 SHERWIN WIWAMS GWB EGGSHELL FINISH COLOR: SITE WHITE SW 7070 VINYL COMPOSITION TILE P-2 SHERWIN WIWAMS WOOD DOOR/FRAME SEMI -GLOSS FINISH COLOR: GRAY SCREEN SW 7071 VCT -1 ARMSTRONG 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: 51836 SHELTER WHITE TRANSITION STRIP: SEE DETAILS P-3 SHERWIN WIWAMS GWB EGGSHELL FINISH COLOR: STREAM SW 6499 1O DEMO DOOR, FRAME, AND HARDWARE - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. 2O PROVIDE 3/4" FR. PLYWOOD PHONE BOARD 8'-0:" HIGH - PAINT TO MATCH WALL DEMO PORTION OF EXISTING WALL AND PROVIDE BLOCKING IN WALL TO SUPPORT FUTURE TENANT PROVIDED LCD SCREEN OR TENANT PROVIDED SIGNAGE, SEE EQUIPMENT UST. REPLACE GWB FLUSH WITH EXISTING CONDITION 4O NEW ADA SINK (DESIGNED FOR PARALLEL APPROACH): PROVIDE ELKAY GOURMET 18 GA., 8-1/2" DEEP SINGLE BOWL SINK, MODEL LR2522 AND MOEN LEVEL SINGLE HANDLE HIGH ARC FAUCET 7594CSL CLASSIC STAINLESS OR APPROVED EQUAL CONFIRM EXISTING PARTITIONS TO REMAIN ARE FILLED WITH BATT INSULATION. PROVIDE 2'-0' LAYER OF SOUND INSULATION ON EITHER SIDE OF PARTITION HEAD ABOVE CEILING. ALLOW FOR REMOVAL CLEAN, REPAIR AND REINSTALLATION OF ALL PERIMETER WINDOW TREATMENTS [WT -1] PRIOR TO THE COMPLETION OF THE PROJECT. PROVIDE ALLOWANCE TO FIX OR REPLACE ANY DAMAGED OR MISSING BUNDS REMOVE ANY EXISTING REUGHT FILM. REMOVE EXISTING FAUCET AND PLUMBING ONES REMOVE EXISTING PLYWOOD PHONE BOARD AND SERVER EQUIPMENT REMOVE EXISTING TACKABLE WALL MATERIAL PATCH AND REPAIR DRYWALL FOR NEW FINISH. PAINT EXISTING DOOR AND FRAME P-2 PAINT EXITING RELIGHT FRAME P-2 DEMO EXISTING CEIMNG TILE AND GRID THROUGHOUT SUITE REMOVE ALL FLOOR CORES AND CORRESPONDING POWER/DATA CABLING BACK TO SOURCE FILL WITH APPROVED MATERIAL TO MAINTAIN EXISTING FLOOR TO FLOOR FIRE RATING PLASTIC LAMINATE P-4 SHERWIN WIWAMS GWB EGGSHELL FINISH COLOR: ROOKWOOD JADE GREEN SW 2812 PRICING ALTERNATES PL -1 WILSONART PLASTIC LAMINATE HORIZONTAL SURFACES/BACKSPLASH. LAMINATE COLOR: BLACK AUCANTE 4926K-07 INTERIOR MELAMINE COLOR WHITE PL -2 FORMICA PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: HARDROCK MAPLE 86992-58 INTERIOR MELAMINE COLOR WHITE A PROM ECHO ROLLER SHADE WITH BLACKOUT SHADECLOTh AT ALL PERKIER WI FOR PERNETER MIME ROOMS ONLY SPEC: 131MX BIJCKOLtT 0100 SERIES. COLR SLYER 0105 40' PROM 3M DUSTED CRYSTAL MI DOOM WOOM ACROSS FROM 1V SCREENS. AMIE INS FOR EJCMT (8) EXTEWOR MOWS O SEPARATE LK ITEM PRICING TO PROM P -IM COMER AS MATED. CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Profession REGISTERED ARCHITECT NRY A. WEAVER STATE OF WASHINGTON -� ti It' No. Issue Description Date LL/TENANT REVIEW 08.16.17 PERMIT SET 08.28.17 Drawn by: JAL Reviewed by: Project No: # 17-028-00 KP DEMOLITION PLAN / CONSTRUCTION & FINISH PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.1 Permit Agency RECEIVED CITY OF TUKWILA SEP 0 8 2017 PERMIT CENTER OPEN OFFICE —1 108 PRINT 107 OFFICE H 106 LARGE CONFERENCE 105 OFFICE 104 OFFICE 103 MEDIUM CONFERENCE —1 102 00.1 10" A. 9i OOP 9l liPoe ift 9% (N) 9% (N) 9a (N) (R) 9i (R) 9! CONFERENCE 113 1(N) OPEN OFFICE REFLECTED CEILING PLAN ren 10 6' 12' 24' OPEN OFFICE OFFICE 110 6.4(N) 1/8" = 1'-0" 9% 9mln� SERVER STORAGE —1 112 (N)d amd dod ENTRY ---� 100 I BREAK —1 111 PRINT (N)2 OFFICE LARGE CONFERENCE 105 (N)+60 (N)+ N).+. '... OFFICE (R) (N)d (N; d •(N) (N) (N) (N) prro- 9 0(N) (N) (N) 97" 11 d (N) (N) OFFICE SMALL CONFERENCE 101 MEDIUM CONFERENCE Don lc) S CONFERENCE OPEN OFFICE ENTRY (N (N — — .r — m SMALL CONFERENCE POWER 8c DATA PLAN 0 6' (N)2 1615 (N)+444®:I 0 "i DI 0110 i 12' 24' ENLARGED PLAN 0 3' 6' 12' 1/8" = 1'-0" 1/4" = 1'-0" PRICING ALTERNATES O SEPARATE RBI PROS TO PROM CM= ON SEPARATE T -STAT CO1110. IN LIEU OF EXHAUST FAN. OUTLETS AS PROM PIRATE LIE TELT ' «i TO PROM DE1WATED FO PROM SEPARATE IRE UEVJ PROS TO PROM TWO (2) KW WALL OWLEFS AS MOLTED. /11 WALL MOUNTED DEVICES SYMBOL inSE DESCRIPTION DESCRIPTION EXISTING DEVICES TO REMAIN EXISTING DEVICES TO REMAIN fo(N)1 EaN)# NEW BLANK (WHERE INDICATED, i DENOTES MOUNTING HEIGHT IN INCHES) NEW DOOR BELL CONTROL (WHERE INDICATED, 1 DENOTES MOUNTING HEIGHT IN INCHES) (BY , CCOW1121 ) CEILING LEGEND — LIGHTING SYMBOL DESCRIPTION/SPEC (N) N = NEW NEW 2' X 4' FLUORESCENT FIXTURE SPEC: BUILDING STANDARD UTHONIA AVANTE 2'X4' N) N=NEW NEW PENDANT FIXTURE. SPEC: VARALUZ THE WRIGHT STUFF 237P01BL 1 -Lt PENDANT N = NEW NEW RECESSED CAN UGHT. SPEC: FOCAL POINT 4.5" RECESSED ROUND LED, 1500 LUMENS AT BREAK, PANTRY, & COPY NEW LED STRIP TASK LIGHTING WITH ALUMINUM CHANNEL AND DIFFUSING COZIER. PROVIDE FLAT CHANNEL AT UNDER CABINET LOCATIONS. SPEC: VOLT LED UNDER CABINET UGHIING OR EQUAL (N) ® N=NEW NEW RECESSED WALL WASHER. SPEC: FOCAL POINT ID+ 4.5" LED WALL WASHER, 1500 LUMENS NEW EXPOSED TEE CEIUNG GRID do TILES GRID: SUPRAFINE XL 9/16"X2'X4' TILE: DUNE TEGULAR 2'X4' (R) R = RELOCATED_ RELOCATED OUT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL CEILING CONTROLS SYMBOL DESCRIPTION EXISTING SWITCH LOCATION TO REMAIN &3(N)a,b,c,d... NEW SWITCH LOCATION (WHERE INDICATED, LOWER CASE LETTER DESIGNATES SWITCHING CIRCUIT) ter(N)a,b,c,d... NEW DIMMER SWITCH LOCATION (WHERE INDICATED, LOWER CASE LETTER DESIGNATES SWITCHING CIRCUIT) UCL a,b,c,d... NEW UNDERCOUNTER UGHT SWITCH LOCATION (WHERE INDICATED, LOWER CASE LETTER DESIGNATES SWITCHING CIRCUIT) NEW THREE-WAY SWITCH LOCATION (WHERE INDICATED, LOWER CASE LEITER DESIGNATES SWITCHING CIRCUIT) GENERAL SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEIUNG PLANS INDICATE TYPE AND LOCATION OF UGHT FIXTURES REFER TO DESIGN BUILD- ELECTRICAL DRAWINGS AND DESIGN -BUILD UFE SAFETY FOR COMPLETE REFLECTED CEIUNG PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN -BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. AtilLMILBAELELRIEL 5. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 6. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDE RELAMPING AS NECESSARY FOR A CONSISTENT COLOR TEMPERATURE THROUGHOUT, U.O.N. COLOR TEMPERATURE TO MATCH BUILDING STANDARD. 8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDI110N OF ALL EXISTING OUTLETS NOTED TO REMAIN. 9. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. ALL DEVICES COVER PLATES &KAM 10. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANT'S FURNITURE VENDOR. 11. Pffill1E In FEE ALAN SPEAI(ER/SIRORES MIT PEW ENT SLGNS AS REOLMIEIT. NEW DUPLEX OUTLET (WHERE INDICATED, DENOTES MOUNTING HEIGHT IN INCHES) H(N)f NEW CARD READER (WHERE INDICATED, # DENOTES MOUNTING HEIGHT IN INCHES) (8 ,OIMICTIN ) NEW QUADRUPLEX OUTLET (WHERE INDICATED, 1 DENOTES MOUNTING HEIGHT IN INCHES) NEW DEDICATED DUPLEX OUTLET (WHERE INDICATED, i DENOTES MOUNTING HEIGHT IN INCHES) *CONFIRM ANY SPFCIAI TY OUTLFT CONFIGURATIONS (1 F. NFMA) WCM TENANT NEW VOICE & DATA COMBINATION OUTLET (WHERE INDICATED, 1 DENOTES MOUNTING HEIGHT IN INCHES) FLOOR MOUNTED DEVICES NEW JUNCTION BOX IN WAV. FOR TENANT'S A/V CONNECTION (WHERE INDICATED, # DENOTES MOUNTING HEIGHT IN INCHES) - ALLOT FOR 1-1/4' CONDUIT FROM J -BOX UP WALL INTO ACCESSIBLE CEIUNG SPACE NEW DUPLEX OUTLET TO REPLACE BLANK (WHERE INDICATED, # DENOTES MOUNTING HEIGHT IN INCHES) NEW FLUSH MOUNT FLOOR COMBINATION VOICE & DATA OUTLET, A/V, AND QUADRUPLEX OUTLET -COORDINATE EXACT LOCATION WITH TENANT'S FURNITURE VENDOR. PROVIDE 2"0 CONDUIT BELOW FLOOR FROM A/V CONNECTION TO JUNCTION BOX WITHIN WALL AS INDICATED ON PLAN. COORDINATE SIZE OF CONDUIT WTM TENANT'S A/V VENDOR. FLOOR DEVICE SHALL BE AN ALL -IN -ONE POKE THROUGH DEVICE, PROVIDE CUT SHEET FOR REVIEW. MISC. NOTATION (N) DENOTES A NEW DEVICE GFI DENOTES GROUND FAULT INTERRUPT CIRCUIT EQUIPMENT LIST 01 WALL MOUNT FLAT SCREEN TELEVISION AND BRACKET (BY TENANT, CONTRACTOR INSTALLED) E❑ FREE STANDING COPIER (BY TENANT, G.C. TO CONFIRM SPECIFIC POWER LOADS AND OUTLET CONFIGURATION) 03 SERVER RACKS (BY TENANT) - COORDINATE ANAL REQUIREMENTS WITH TENANT. REFRIGERATOR - PROVIDE COPPER WATER UNE AND HOOK UP ICE MAKER AS REQ'D (TENANT PROVIDED, CONTRACTOR INSTALLED) O COFFEE MAKER (BY TENANT) PROVIDE COPPER WATER UNE Q MICROWAVE (BY TENANT) 07 ADA COMPLIANT 4 -CYCLE DISHWASHER W/ STAINLESS STEEL FINISH (BY GENERAL CONTRACTOR) SPEC: G.E. GLDT696JSS. ® SERVER CABINET (BY TENANT) - COORDINATE FINAL REQUIREMENTS WITH TENANT. KEYED SHEET NOTES (N)# NEW VOICE & DATA COMBINATION DUTI.EI TO REPLACE BLANK (WHERE INDICATED, 1 DENOTES MOUNTING HEIGHT IN INCHES) fA DENOTES AMPERAGE OF DEVICE OCLG DENOTES DEVICE LOCATED AT CEILING NEW JUNCTION BOX WITH FURNITURE WHIP FEED. WHIP FEED PROVIDED BY FURNITURE VENDOR, JUNCTION BOX & CONNECTION BY G.C. ALLOW FOR TWO (2) DUPLEX OUTLET AND ONE (1) PHONE/DATAPER WORKSTATION. COORDINATE FINAL POWER REQUIREMENTS WITH TENANT'S FURNITURE VENDOR. ASSUME A MAXIMUM OF FOUR (4) WORKSTATIONS PER CIRCUIT. NOTE: THESE RECEPTACLES WILL OCCUR N ELECTRIFIED FURNITURE PANELS BY TENANT'S FURNITURE VENDOR. O PROVIDE BLANK COVERPLATE AT OUTLET FOR TENANT'S CONNECTION TO SECURITY EQUIPMENT. • NEW CEILING GRID THROUGHOUT AS SPECIFIED. INSTALL AT SAME HEIGHT AS REMOVED GRID. • SERVER ROOM: COORDINATE POWER, COMMUNICATION, AND BTU OUTPUT WITH TENANT. O PROVIDE CHARCOAL FILTER FAN ABOVE MICROWAVE 5O PROVIDE NEW EXHAUST FAN TIED TO SEPARATE THERMOSTAT CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 11111 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 No. Issue Description Dote LL/ TENANT REVIEW 08.16.17 PERMIT SET 08.28.17 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION Drawn by: JAL Reviewed by: Project No: # 17-028-00 KP REFLECTED CEILING PLAN / POWER & DATA PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2B.1 Permit Agency RECEIVED CITY OF TUKWILA SEP 0 8 2097 PERMIT CENTER 1" 11 CONFERENCE ROOM ELEVATION EQUAL 8' EQUAL n 3/8" = 1'-0" 0 l u) r- � BM iJ -J • • TV MOUNTING HEIGHT 0 74,I 0 2' 4' 2'-1" 8' 3/8" = 1'-0" BACKSPLASH, PL -1 SCRIBE TO WALL COUNTER TOP W/ PLASTIC LAMINATE, PL -1 FULL PLYWOOD SUBTOP RAKKS EH -1824 HEAVY DUN COUNTER SUPPORT PER ELEVATIONS FINISH FLOOR UNE MILLWORK SECTION - COUNTER 01-1—L16" 12" 124" 1-1/2" = 1'-0" PL -2 13'-0" EQ EQ EQ EQ EQ ti FINISHED END, TYP UNDER COUNTER LIGHTING 3 (PL -2 �- E FINISHED END, D. � o: 0 V B-1 i PL -2 OE, /\ = -� PL -1 COUNTER & SPLASH ° u 1 C-0" COORDINATE W/ TENANT == === EQ .1_ PL -2 EQ • EQ COPY AREA ELEVATION 8' 3/8" = 1'-0" 1'-2" SEE ELEVATIONS 0 0 0 0 0 0 0 0 0 1'-6" CLR. N • UNE OF CEILING CABINET DOOR ON CONCEALED HINGES, P -LAM FINISH BOTH SIDES MELAMINE CABINET INTERIOR WHITE 4" WIRE PULL, CHROME MICROWAVE FURNISHED BY TENANT PROVIDE P -LAM FINISH TO MACH CABINET FACE TO ALL SURFACES OF MICROWAVE OPENING 2" RADIUS AT CORNERS UNDER COUNTER LIGHTING MILLWORK UPPER W. EQUIT. SEE ELEVATIONS 2'-1" Al • 1/8" = 1'-0" BACKSPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTER TOP W/ FINISH PER ELEVATIONS OUTUNE OF APPLIANCE - SEE ELEVATIONS & EQUIPMENT UST PROVIDE SUPPORT LEDGER BENEATH SUB -TOP - FULL SPAN OF APPLIANCE OPENING. PAINT LEDGER TO MATCH WALL UNE OF CABINET BEYOND OPENING FINISH FLOOR UNE MILLWORK—APPLIANCE OPENING I 0 6' 1 24' 1/8" = 1'-0" 1 2'-3" ±6'-O" 1 EQ /" 1'-2" / FINISHED END, TYP UNDER COUNTER UGHTING I PL -21 FINISHED END, TYP 0 I 0 I N 3'-7" t1'-7" OORDINATE W/ TENAN" 2'-7" 2'-O" BREAK AREA ELEVATION 0 2' 4' 8' 3/8" = 1'-0" 1'-2" SEE ELEVATIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V UNE OF CEIUNG PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR WHITE ADJ. SHELVES W/ WHITE MELAMINE FINISH 4" WIRE PULL, CHROME UNDER COUNTER LIGHTING MILWORK— UPPER CABINET 0 6' 12' 2'-l" 24' SEE ELEVATIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 1/8" = 1'-0" BACKSPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTERTOP FINISH PER FINISH ELEVATIONS DRAWER W/ MELAMINE FINISH ON FULL EXTENSION SLIDES 4" WIRE PULL, CHROME MELAMINE CABINET INTERIOR WHITE CABINET DOOR ON CONCEALED HINGES, P -LAM FINISH BOTH SIDES ADJ. SHELF W/ WHITE MELAMINE FINISH BASE AS SCHEDULED FINISH FLOOR MILWORK— BASE CABI ET 0 1 I 6' 12' 24' 1/8" = 1'-0" 5,-7" (PL -2I FINISHED END, TYP UNDER COUNTER LIGHTING BREAK AREA ELEVATION 0 2' 4' 2'-1" 8' N / / / / / / / 3/8" = 1'-0" BACKSPLASH PER ELEVATIONS, UON. SCRIBE TO WALL COUNTER TOP W/ FINISH PER ELEVATIONS DRAWERS ON FULL EXT. SUDES, W/ EQUAL DEPTH 4" WIRE PULL, CHROME DRAWER FRONTS SECURED TO DRAWER BOX, P -LAM FINISH BOTH SIDES BASE AS PER SCHED. FINISH FLOOR UNE MILWORK DRAWER SACK 0 1 I 6' 12' 2'-1" 24' (;t0s y 3" 1/8" = 1'-0" PROVIDE BACKSPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTERTOP PER FINISH ELEVATIONS 4" WIRE PULL, CHROME PROVIDE SOLID PANEL AT SINK PROVIDE ACCESSIBLE SINK & FAUCET WHERE INDICATED (DESIGNED FOR PARALLEL APPROACH) CABINET DOOR ON CONCEALED HINGES, P -LAM FINISH BOTH SIDES MELAMINE CABINET INTERIOR UNE OF CABINET (BEYOND) �FINISH FLOOR, RUN TO REAR OF CABINET OPENING SINK CABINET ACCESIBLE 0 1 I 6' 12' 24' 1/8" = 1'-0" CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional ea8109 REGISTERED ARCHITECT . WEAVER TA, E OF WASHINGTON No. Issue Description Date LL/ TENANT REVIEW 08.16.17 PERMIT SET 08.28.17 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2011 City of Tukwila BUILLJ it))).yitiioN Reviewed by: Project No: # 17-028-00 KP INTERIOR ELEVATIONS / MILLWORK DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced Permit Agency A.6.1 R EJ F)"E n CITY OF TUKWILA SEP 0 8 2017 PERMIT CENTER PL -1 COUN%R & SPLASH �, � 11' X, % IPL -2 � ®, EQ EQ EQ EQ EQ 1" 11 CONFERENCE ROOM ELEVATION EQUAL 8' EQUAL n 3/8" = 1'-0" 0 l u) r- � BM iJ -J • • TV MOUNTING HEIGHT 0 74,I 0 2' 4' 2'-1" 8' 3/8" = 1'-0" BACKSPLASH, PL -1 SCRIBE TO WALL COUNTER TOP W/ PLASTIC LAMINATE, PL -1 FULL PLYWOOD SUBTOP RAKKS EH -1824 HEAVY DUN COUNTER SUPPORT PER ELEVATIONS FINISH FLOOR UNE MILLWORK SECTION - COUNTER 01-1—L16" 12" 124" 1-1/2" = 1'-0" PL -2 13'-0" EQ EQ EQ EQ EQ ti FINISHED END, TYP UNDER COUNTER LIGHTING 3 (PL -2 �- E FINISHED END, D. � o: 0 V B-1 i PL -2 OE, /\ = -� PL -1 COUNTER & SPLASH ° u 1 C-0" COORDINATE W/ TENANT == === EQ .1_ PL -2 EQ • EQ COPY AREA ELEVATION 8' 3/8" = 1'-0" 1'-2" SEE ELEVATIONS 0 0 0 0 0 0 0 0 0 1'-6" CLR. N • UNE OF CEILING CABINET DOOR ON CONCEALED HINGES, P -LAM FINISH BOTH SIDES MELAMINE CABINET INTERIOR WHITE 4" WIRE PULL, CHROME MICROWAVE FURNISHED BY TENANT PROVIDE P -LAM FINISH TO MACH CABINET FACE TO ALL SURFACES OF MICROWAVE OPENING 2" RADIUS AT CORNERS UNDER COUNTER LIGHTING MILLWORK UPPER W. EQUIT. SEE ELEVATIONS 2'-1" Al • 1/8" = 1'-0" BACKSPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTER TOP W/ FINISH PER ELEVATIONS OUTUNE OF APPLIANCE - SEE ELEVATIONS & EQUIPMENT UST PROVIDE SUPPORT LEDGER BENEATH SUB -TOP - FULL SPAN OF APPLIANCE OPENING. PAINT LEDGER TO MATCH WALL UNE OF CABINET BEYOND OPENING FINISH FLOOR UNE MILLWORK—APPLIANCE OPENING I 0 6' 1 24' 1/8" = 1'-0" 1 2'-3" ±6'-O" 1 EQ /" 1'-2" / FINISHED END, TYP UNDER COUNTER UGHTING I PL -21 FINISHED END, TYP 0 I 0 I N 3'-7" t1'-7" OORDINATE W/ TENAN" 2'-7" 2'-O" BREAK AREA ELEVATION 0 2' 4' 8' 3/8" = 1'-0" 1'-2" SEE ELEVATIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V UNE OF CEIUNG PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR WHITE ADJ. SHELVES W/ WHITE MELAMINE FINISH 4" WIRE PULL, CHROME UNDER COUNTER LIGHTING MILWORK— UPPER CABINET 0 6' 12' 2'-l" 24' SEE ELEVATIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 1/8" = 1'-0" BACKSPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTERTOP FINISH PER FINISH ELEVATIONS DRAWER W/ MELAMINE FINISH ON FULL EXTENSION SLIDES 4" WIRE PULL, CHROME MELAMINE CABINET INTERIOR WHITE CABINET DOOR ON CONCEALED HINGES, P -LAM FINISH BOTH SIDES ADJ. SHELF W/ WHITE MELAMINE FINISH BASE AS SCHEDULED FINISH FLOOR MILWORK— BASE CABI ET 0 1 I 6' 12' 24' 1/8" = 1'-0" 5,-7" (PL -2I FINISHED END, TYP UNDER COUNTER LIGHTING BREAK AREA ELEVATION 0 2' 4' 2'-1" 8' N / / / / / / / 3/8" = 1'-0" BACKSPLASH PER ELEVATIONS, UON. SCRIBE TO WALL COUNTER TOP W/ FINISH PER ELEVATIONS DRAWERS ON FULL EXT. SUDES, W/ EQUAL DEPTH 4" WIRE PULL, CHROME DRAWER FRONTS SECURED TO DRAWER BOX, P -LAM FINISH BOTH SIDES BASE AS PER SCHED. FINISH FLOOR UNE MILWORK DRAWER SACK 0 1 I 6' 12' 2'-1" 24' (;t0s y 3" 1/8" = 1'-0" PROVIDE BACKSPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTERTOP PER FINISH ELEVATIONS 4" WIRE PULL, CHROME PROVIDE SOLID PANEL AT SINK PROVIDE ACCESSIBLE SINK & FAUCET WHERE INDICATED (DESIGNED FOR PARALLEL APPROACH) CABINET DOOR ON CONCEALED HINGES, P -LAM FINISH BOTH SIDES MELAMINE CABINET INTERIOR UNE OF CABINET (BEYOND) �FINISH FLOOR, RUN TO REAR OF CABINET OPENING SINK CABINET ACCESIBLE 0 1 I 6' 12' 24' 1/8" = 1'-0" CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional ea8109 REGISTERED ARCHITECT . WEAVER TA, E OF WASHINGTON No. Issue Description Date LL/ TENANT REVIEW 08.16.17 PERMIT SET 08.28.17 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2011 City of Tukwila BUILLJ it))).yitiioN Reviewed by: Project No: # 17-028-00 KP INTERIOR ELEVATIONS / MILLWORK DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced Permit Agency A.6.1 R EJ F)"E n CITY OF TUKWILA SEP 0 8 2017 PERMIT CENTER a d a. CARPET AS SCHEDULED SCHLUETER RENO -EU METAL TRANSmON, STAINLESS STEEL RESIDENT FLOORING AS SCHEDULED THRESHOLD - CARPET TO RESILIENT 43) � 6" o11--_] 1/2" 3" f�llll I 1111111111111111111111 d a. 111111 [J 11111 CENTERUNE OF DOOR AND TRANSmON STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESIUENT TRANSmON STRIP TO MATCH BASE B-1 VCT FLOOR AS SCHEDULED THRESHOLD -CARPET TO VCT ise of r 3" 1/2" 1 iin cpt-vct.dwg DOOR TYPES HARDWARE GROUP -PAINT GRADE WOOD FRAME, UON ON SCHEDULE. PAINT, P-2 WIDTH A PAINT GRADE SOLID CORE WOOD DOOR, PAINT, P-2 PROVIDE LOUVER WHERE NOTED co LL J 7, / 1/4" TEMPERED GLASS INSERT -- PAINT GRADE WOOD FRAME, UON ON SCHEDULE. PAINT, P-2. PAINT GRADE SOLID CORE WOOD DOOR, PAINT, P-2 HARDWARE GROUP HARDWARE NOTES GROUP 1 SINGLE, OFFICE ENTRY LOCKSET ELECTRIFIED LOCK 1 ELECTRIFIED HINGE 2 PAIR HINGES 1 ELECTRIFIED LOCKSET 1 CARD READER 1 CLOSER WITH HOLD OPEN 1 WALL STOP 1 SET SILENCERS 1 DOORBELL PER IBC 1008.1.9, EGRESS DOOR IS TO BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. GROUP 2 SINGLE, STOREROOM LOCKSET ELECTRIFIED LOCK NON -RATED 1 ELECTRIFIED HINGE 2 PAIR HINGES 1 ELECTRIFIED LOCKSET 1 CARD READER 1 CLOSER WITH HOLD OPEN 1 WALL MOUNTED DOOR STOP 1 SET SILENCERS GROUP 3 SINGLE, PASSAGE LATCHSET NON -RATED 2 PAIR HINGES 1 LEVER STYLE PASSAGE LATCHSET 1 WALL MOUNTED DOOR STOP 1 SET SILENCERS GROUP 4 SINGLE, OFFICE ENTRY LOCKSET NON -RATED 2 PAIR HINGES 1 LEVER STYLE OFFICE LOCKSET 1 WALL MOUNTED DOOR STOP 1 DOOR CLOSER ALL HARDWARE TO BE BUILDING STANDARD SCHLAGE L -SERIES LEVER STYLE HARDWARE AND ALLOW FOR FREE EGRESS AT ALL TIMES GROUP 5 SINGLE, OFFICE ENTRY LOCKSET ELECTRIFIED LOCK 1 ELECTRIFIED HINGE 2 PAIR HINGES 1 ELECTRIFIED LOCKSET 1 CARD READER 1 CLOSER WITH HOLD OPEN 1 WALL STOP 1 SET SILENCERS PER IBC 1008.1.9, EGRESS DOOR IS TO BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SIDELIGHT SCHEDULE DOOR SCHEDULE LaJ ,. WIDTH A PAINT GRADE WOOD FRAME, TYP. PAINT, P-2. GLAZING AS SCHEDULED �c— a / EQ EQ WIDTH PAINT GRADE WOOD FRAME, TYP. PAINT, P-2. GLAZING AS SCHEDULED PAINT GRADE WOOD FRAME, TYP. PAINT, P-2. GLAZING AS SCHEDULED m DOOR NOMINAL HEIGHT 0 UJ 100 EXISTING TO REMAIN 1 NA NA 101 3'-0' FULL A 3 NA NA 102 3'-0" FULL B 3 NA NA 105 3'-0" FULL A 3 NA NA 109 3'-0" FULL A 5 NA NA 110 3'-0" FULL A 4 NA NA 112 3'-O" FULL A 2 NA NA *PROVIDE LOUVER 113 3'-0° FULL A 3 NA NA SIDELIGHT SCHEDULE SIDELIGHT NUMBER SUELCHT ffi `g 2 MATCH EXISTING FULL 4-6" C 1/4" TEMPERED NA NA FULL 3'-0' A 1/4" TEMPERED NA NA FULL 7'-2' B 1/4" TEMPERED NA NA FULL 5'-0" C 1/4" TEMPERED NA NA DOOR & HARDWARE GENERAL NOTES 1. 2. 3. 4. 5. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE PPROVED OCT 0 4 2011 City of Tukwila BUILDING DIVISION CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professio al REGISTERED ARCHITECT EAVER At E OF WASHINGTON 116111 No. Issue Description Date LL/TENANT REVIEW 08.14.17 PERMIT SET 08.28.17 Drawn by: JAL Reviewed by: Project No: # 17-028-00 KP DOOR SCHEDULE / SIDELIGHT SCHEDULE / FLOOR TRANSITIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.0 Permit Agency RECEIVED CITY OF TUKWILA SEP 082017 PERMIT CENTER f SILL HEIGHT j ,.. / \ E / / . \ a / / r EQ ; EQ EQ XI f WIDTH / _ / �c— a / EQ EQ WIDTH PAINT GRADE WOOD FRAME, TYP. PAINT, P-2. GLAZING AS SCHEDULED PAINT GRADE WOOD FRAME, TYP. PAINT, P-2. GLAZING AS SCHEDULED m DOOR NOMINAL HEIGHT 0 UJ 100 EXISTING TO REMAIN 1 NA NA 101 3'-0' FULL A 3 NA NA 102 3'-0" FULL B 3 NA NA 105 3'-0" FULL A 3 NA NA 109 3'-0" FULL A 5 NA NA 110 3'-0" FULL A 4 NA NA 112 3'-O" FULL A 2 NA NA *PROVIDE LOUVER 113 3'-0° FULL A 3 NA NA SIDELIGHT SCHEDULE SIDELIGHT NUMBER SUELCHT ffi `g 2 MATCH EXISTING FULL 4-6" C 1/4" TEMPERED NA NA FULL 3'-0' A 1/4" TEMPERED NA NA FULL 7'-2' B 1/4" TEMPERED NA NA FULL 5'-0" C 1/4" TEMPERED NA NA DOOR & HARDWARE GENERAL NOTES 1. 2. 3. 4. 5. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE PPROVED OCT 0 4 2011 City of Tukwila BUILDING DIVISION CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professio al REGISTERED ARCHITECT EAVER At E OF WASHINGTON 116111 No. Issue Description Date LL/TENANT REVIEW 08.14.17 PERMIT SET 08.28.17 Drawn by: JAL Reviewed by: Project No: # 17-028-00 KP DOOR SCHEDULE / SIDELIGHT SCHEDULE / FLOOR TRANSITIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.0 Permit Agency RECEIVED CITY OF TUKWILA SEP 082017 PERMIT CENTER co METAL STUDS AS SCHEDULED 25 GA. RUNNER WHERE OPENING EXCEEDS 4'-6" BOTTOM OF SCHEDULED CEIUNG 3'-0"to 4'-6"MAX: DOUBLE STUDS 4'-1"to 8'-0"MAX: DOUBLE 25 GA. MTL. STUDS DOOR FRAME TOP OF SLAB BOTTOM RUNNER 12 x 25 GA. ANCHOR ANGLE 0 25 GA STUDS TYP. FRAMING 0 DOOR OPENING DEVICES SHOWN STACKED IN PLAN ARE TO AUGN HORIZONTALLY. J • N • AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT UGHT SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH FINISHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. DEVICE MOUNTING HEIGHTS \�J EXTERIOR NTS EXISTING WINDOW MUWON COMPRESSIBLE ADHESNE BLACK NEOPRENE GASKET (FULL HEIGHT) UNE OF WINDOW SILL BELOW PREFINISHED METAL PARTITION CAP - MATCH BLDG. STD. NEW PARTI11ON AS SCHEDULED - DO NOT ANCHOR TO WINDOW MUWON iUPARTITION AT WINDOW MULLION N.T.S. 0 3" 6" 12" 3" = 1'-0" NOTE: COORDINATE ANCHOR 3 STUDS BRACKET LOCATIONS W/ MIN. CASEWORK & EQUIPMDIT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS STANDARD BLOCKING DETAIL 1/4" BOTTOM OF FINISHED CEIUNG ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TIRCK, ATTACH TO 3 STUDS MIN FINISHED FLOOR BOTTOM OF STRUCTURE SEALANT LONG LEG TOP TRACK. ATTACH GWB TO METAL STUDS ONLY, TYPICAL CEILING AS SCHEDULED 2 1/2" X 20 GA METAL STUDS 0 16" OC, TO 14'-0" MAX. HEIGHT 1 LAYER OF 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS. INSULATION UON ON PLANS 110 SIMPSON SD SCREW BOLT- 1 1/21 0 12" 0.C. MET RUNNER TRACK WOOD SLAB NTS FULL HEIGHT PARTITION - NON RATED 111* .11"tr CORNER REINFORCEMENT, TYP. ACOUSTIC INSULATION METAL STUDS 5/8" GYP. BOARD D TYP. PARTITION INTERSECTION FRAMING BOTTOM OF STRUCTURE 1 AP*4 WHERE PART. TYPE IS INSULATED PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF i‘eil*/91t4( PARI111ON. 1/4" STANDARD PARTITION NTS 12" LEG AT STRUCTURE - ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2 1/2"x20 GA METAL STUD BRACING 48" OC TO STRUCTURE SUSPENDED CEILING AS SCHEDULED MATCH B/S HEAD CONDITION GRID SPACER BUILDING STANDARD BLACK METAL TOP TRACK ATTACHED TO BRACING W/2 SELF -TAPPING SM. SCREWS 0 48"0C, AND 3/4" PIPE SLEEVES INSULATION UNLESS OTHERWISE NOTED ON PLANS 2 1/2" X 20 GA METAL STUDS 0 24" OC. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS 110 SIMPSON SD SCREW BOLT- 1 1/21. 0 12" 0.C. BASE AS SCHEDULED MET. RUNNER TRACK WOOD SLAB REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION N.T.S. CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional sea�109 REGISTERED ARCHITECT Y A. WEAVER TATE OF WASHINGTON No. Issue Description Date LL/TENANT REVIEW 08.14.17 PERMIT SET 08.28.17 Drawn by: JAL Reviewed by: Project No: # 17-028-00 KP PARTITION TYPES / FRAMING DETAILS Original drawing is 24° x 36". Scale entities accordingly if reduced A.9.1 Permit Agency RECEIVED CITY OF TUKWILA SEP 0 8 2017 PERMIT CENTER 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE–TYP. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING . WIRES TO CROSS RUNNERS APC SEISMIC BRACING DIAGRAM 14. �I I of � 0 �1 1' 2' PARTITION ANCHOR BRACKET #8 SELF TAPPING SCREW 7 c BRACING WIRE 0 WALL f 01 1-1 11.5 13„ 1/2 GRID SPACING MAX. TYP. TO BRACE WIRES SPLAYED SEISMIC BRACE WIRE STEEL STRAP 1” WIDE X 2" LONG X 12 GA. MIN. 6” ADDITIONAL CROSS RUNNERS WHERE 2' X 2'- GRID OCCURS CROSS RUNNERS AT 2'-O” O.C. 3/4' x X PLAN FIXED SIDE MAIN RUNNERS AT 4'-0" O.C. 12 GA. VERTICAL HANGER WIRES AT 4'-0" 0.C. MAX., TYP. 8" MAX. OR 1/4 LENGTH OF CHANNEL FREE SIDES RESTING ON 4 DIAGONAL BRACE WIRES ON 2" CLOSURE ANGLE 8'-0" X 12'-0" GRID ELEVATION NOTES: (AS REQUIRED BY I.B.C. ASTM C 635-636 1. CEILING AREAS EXCEEDING 2,500 SF REQUIRE A BREAK VIA SEISMIC BRACE OR PARTmON. 2. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THE STRUT MAY BE STEEL STUD, BLACK IRON, EMT OR OTHER APPROVED EQUAL, (GOOD FOR UP TO 4'-0" HIGH). THE STRUTS SHALL BE PLACED IN 12'-0" X 12'-0" GRID WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. APC SEISMIC GRID SUSPENSION DIAG ACOUSTIC J PANEL CEILING MAIN RUNNER UNDERSIDE OF STRUCT. ANCHOR TO STRUCT. WITH LAG BOLT 2 1/2"X16 GA. TRACK WITH L/R RATIO OF LESS THAN 200 MAX. ATTACH STRUT TO MAIN RUNNER WITH 1/4" MACHINE BOLT APC - SEISMIC COMPRESSION STRUT 0Linu3" 6" 11' 4452011 G.DWG APC - TRAPEZE 0 DUCT / OBSTRUCTION -F> 3/4 DIAGONAL BRACE TO STRUCTURE ABOVE PARTITION AS SCHEDULED MAIN RUNNER T–BAR A TWO ADJACENT FREE ENDS HANGER WIRE IP HEAVY DUTY ACOUSTICAL PANEL CLG `- WALL ANGLE SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC WALL CONNECTION AT FREE END 0 Thi 6" 11' 4454011C.DWG 2'-4" QiEQ/ 2'-4" / W\ E 4 TIGHT TURNS LIC HT E EQ. }'% 6" SPRINKLERS, SMOKE DETECTORS, ETC. HVAC 12"X12" ACOUS PNL CLG ELEMENTS DIAG 0 L j2, 4' 18' O SPLAYED SEISMIC BRACE WIRE STL. STRAP 1" WIDE X VERTICAL 2" LONG X 12 GA. (MIN.) 3/4" LAG BOLT UNDERSIDE OF_//14 STRUCTURE CLG. CLIP "HILTI" OR EQUAL 3/4"X 13 GA. HANGER WIRE 5/8" MAX. SEISMIC BRACE WIRE 0 WOOD DECK DIAGONAL BRACE TO STRUCTURE ABOVE PARTITION AS SCHEDULED MAIN RUNNER T–BAR A TWO ADJACENT FIXED ENDS HANGER WIRE 16" HEAVY DUTY ACOUSTICAL PANEL CLG WALL ANGLE SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC WALL CONNECTION AT FIXED END CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 L'L=�'% ®'L ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professiona se REGISTERED ARCHITECT Y A. WEAVER TA" 'E OF WASHINGTON 1) 1�4I1,�1 No. Issue Description Date LL TENANT REVIEW 08.16.17 PERMIT SET 08.28.17 Drawn by: JAL Reviewed by: Project No: # 17-028-00 KP CEILING DETAILS REVIEWED FOR CODE COMPLIANOI ' APPROVED OCT 0 4 2017 al drawing is 24" x 36". Scale entities accordingly if reduced A.9.2 City of Tukwila Per BUILDING DIVISION 0 3 6" 11' it Agency RECEIVED CITY OF TUKWILA SEP 0 8 2017 PERMIT CENTER .11..11» STRUCTURAL SLAB DUCT OTHER OBSTRUCTION OR 8 GA. SUSPENSION WIRE OPP PAIR OF BACK TO —MIN. BACK 1 1 /4" C.R. CHANNELS --\-- �— SIZE PER LOAD & SPAN —v- 8 GA. DIA. WIRE (TYP.) '.›1111111111111111111111111( ›111 11111111111111111 I( 11111,,,11„,11,,,1,,,,,1111,,,,,,,r„1,r1,1,,,,,,,,,,,,,1,,,1,,,,,,,,,,,111„,,,,,,111111111111,,,M,,,,,,„,,,,,,,,1,,,,1,,,1,,,1,,,,,,, 11111111111111111111r„1n,,,11 MAIN RUNNER Mit.. 1 APC - TRAPEZE 0 DUCT / OBSTRUCTION -F> 3/4 DIAGONAL BRACE TO STRUCTURE ABOVE PARTITION AS SCHEDULED MAIN RUNNER T–BAR A TWO ADJACENT FREE ENDS HANGER WIRE IP HEAVY DUTY ACOUSTICAL PANEL CLG `- WALL ANGLE SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC WALL CONNECTION AT FREE END 0 Thi 6" 11' 4454011C.DWG 2'-4" QiEQ/ 2'-4" / W\ E 4 TIGHT TURNS LIC HT E EQ. }'% 6" SPRINKLERS, SMOKE DETECTORS, ETC. HVAC 12"X12" ACOUS PNL CLG ELEMENTS DIAG 0 L j2, 4' 18' O SPLAYED SEISMIC BRACE WIRE STL. STRAP 1" WIDE X VERTICAL 2" LONG X 12 GA. (MIN.) 3/4" LAG BOLT UNDERSIDE OF_//14 STRUCTURE CLG. CLIP "HILTI" OR EQUAL 3/4"X 13 GA. HANGER WIRE 5/8" MAX. SEISMIC BRACE WIRE 0 WOOD DECK DIAGONAL BRACE TO STRUCTURE ABOVE PARTITION AS SCHEDULED MAIN RUNNER T–BAR A TWO ADJACENT FIXED ENDS HANGER WIRE 16" HEAVY DUTY ACOUSTICAL PANEL CLG WALL ANGLE SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC WALL CONNECTION AT FIXED END CLIENT: GCI RIVERVIEW PLAZA 16300 CHRISTENSEN RD, SUITE 350 TUKWILA, WA 98188 L'L=�'% ®'L ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professiona se REGISTERED ARCHITECT Y A. WEAVER TA" 'E OF WASHINGTON 1) 1�4I1,�1 No. Issue Description Date LL TENANT REVIEW 08.16.17 PERMIT SET 08.28.17 Drawn by: JAL Reviewed by: Project No: # 17-028-00 KP CEILING DETAILS REVIEWED FOR CODE COMPLIANOI ' APPROVED OCT 0 4 2017 al drawing is 24" x 36". Scale entities accordingly if reduced A.9.2 City of Tukwila Per BUILDING DIVISION 0 3 6" 11' it Agency RECEIVED CITY OF TUKWILA SEP 0 8 2017 PERMIT CENTER