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Home My WebLink AboutPermit D18-0219 - BOEING EMPLOYEES CREDIT UNION - 1ST AND 2ND FLOORS IMPROVEMENTBECU 12720 GATEWAY DR BLDG 7 018-0219 Parcel No: Address: e City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2716000070 12720 GATEWAY DR BLDG 7 Project Name: BECU Permit Number: D18- 219 61\lb 1(6 fly I ig Issue Date: Permit Expires On: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: BOEING EMPLOYEES' CREDIT UN 12770 GATEWAY DR , TUKWILA, WA, 98168 SONJA MIRANDA Phone: (206) 408-8533 1200 5TH AVE, STE 1300 , SEATTLE, WA, 98101 J R ABBOTT CONSTRUCTION INC Phone: (206) 467-8500 3408 1ST AVE S SUITE 101, SEATTLE, WA, 98134-1805 JRABBCI022JZ Expiration Date: 3/1/2020 BECU Address: 12770 GATEWAY DR , TUKWILA, WA, 98168 DESCRIPTION OF WORK: TENANT IMPROVEMENT TO PORTIONS OF 1ST AND 2ND FLOORS FOR OFFICE TO INCLUDE: REMOVAL AND CONSTRUCTION OF INTERIOR PARTITIONS, DOORS & RELITES, AND CASEWORK. REMOVAL AND INSTALLATION OF CEILING GRID AND TILES AND LIGHT FIXTURES. REMOVAL AND INSTALLATION OF FINISHES. REMOVAL AND INSTALLATION OF RETROOM FIXTURES AND ACCESSORIES. Project Valuation: $1,324,100.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $17,312.08 Occupancy per IBC: B 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: 2017 2017 2017 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: Volumes: Cut: 0 Fill: 0 Number: 0 w/d Water Meter: No Permit Center Authorized Signature: 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 developmentpermit aryl ag -e to th conditions attached to this permit. Signature: Print Nam V AG KS ?A - Date: Cl//0//, 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) 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: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 19: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 21: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. (NFPA 72-17.5.3.1) 22: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 30: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 35: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 36: 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. 37: 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. 38: 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). 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 40: 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. 41: 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 0 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. TA 5</O2 Lol Project No. Date Application Accepted: Date Application Expires: CI 4 (For office use ol d_ ) 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 -7 , 1 �� ` n King Co Assessor's Tax No.: Site Address: 12320 & I4cwao Diver Tt V i*)i u t HiA fad Suite Number: Tenant Name: SEW PROPERTY OWNER Name: cla Mifunda Address: 120o 5111 A vg S w t C BM �7 �JStatee: Name: QEca Phone: 20 to .401- 633 Fax: Email: v► I P rw d• 4 P ne 1 all 1 N- M Address: 12 4D / ti (j�L v� City: rU �la State: 10A n p , Zip: `�0 1 tog CONTACT PERSON — person receiving all project communication Name: cla Mifunda Address: 120o 5111 A vg S w t C BM �7 �JStatee: City: sea& ivA Zip: COI K� Phone: 20 to .401- 633 Fax: Email: v► I P rw d• 4 P ne 1 all 1 N- M GENERAL CONTRACTOR INFORMATION Company Name: TDD �a•vi4s no bid Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:'.pplications\Forms-Applications On Line \201 I Applications\l'crtnit Application Rcviscd - 8-9-11 .docx Revised: August 2011 bh 241(00000030 New Tenant: Floor: Isf g21/14( rimy ❑ Yes X..No ARCHITECT OF RECORD Company Name: Ma) AIQ k W1w1 J , ,1n,. Architect Name: Mat Evans Address: 1200 91,1 /,V I„ It StA.BM City: 36504k. � k State: fivA►n' Zip:.2 I f •� Phone: Fax: Email: NIevons@ Y1Cisonon kt . Coral ENGINEER OF RECORD 1 Name: 13E01 Address: 12 --430 jail au,LArl VL Company Name: 7)n, :_ _1 �J ujizt 4)16.6 �vv (� Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) 1 Name: 13E01 Address: 12 --430 jail au,LArl VL / p City: I (,�� Lit\a state: A Zip: qg I cos Pagc 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ �� 32 k, Ict , CO Describe the scope of work (please provide detailed information): Tt?rrr* IVIDR✓.1Y121* 40 pima o.( ISt IAA 2ru( FIDds 4)f Cr to art-ip enc tek: —warrialatord nylifyiukn of inieriar y &ld ns, dogs 4Ycli-ks Ind (Asa)) pi IL — riniev mailoillakoi of thIiny yid ad -Alis art NW -A)141/6 -WM/at ar( i'rFafi4tY) of Air s reora( 974 jag -MIA)" res � mx=016c15( aaesorics Will there be new rack storage? ❑ Yes.. No If yes, a separate permit and plan submittal will be required. Existing Building Valuation: $ Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? D Yes X No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications\Forms-Applications On Linc\2011 Applications\Pcrmit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Pagc 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15` Floor C 32,q 45 i 12 i (915SF Q 2"d Floor 33' os if 13I 0 �Q�q —' r f 11 - L7 6 3rd Floor Floors thru Basement • Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? D Yes X No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications\Forms-Applications On Linc\2011 Applications\Pcrmit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Pagc 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 ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): 0 ...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 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...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 ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut 0 .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public 0 Private ❑ 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City Stale Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2011 ApplicationsWermit Application Revised - 8-9-11.docz Revised: August 2011 bh Pagc 3 of 4 PERMIT APPLICATION NOTES — 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). 1 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 0 it ER OR AUTHORIZED AGENT: Signature: 40 Print Name: Slot Mi runes Mailing Address: 12 Co 51%)*(.. Sui k 1300 Date: 7 WO d Day Telephone: 2 0(0 - 4 Do - $533 H:\Applications\Forms-Applications On Line \2011 Applications\Pcrmit Application Rcviscd - 8-9-11.docx Revised: August 201 I bh City q'g► al State Zip Page 4 of 4 s,. DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY '''. PAID ... $10,702.31 D18-0219 Address: 12720 GATEWAY DR BLDG 7 Apn: 2716000070 $10,702.31 DEVELOPMENT $10,193.87 PERMIT FEE R000.322.100.00.00 0.00 $10,168.87 WASHINGTON STATE SURCHARGE B640.237.114 0.00 L $25.00 TECHNOLOGY FEE ' $508.44 i. TECHNOLOGY FEE R000.322.900.04.00 0.00 $508.44 TOTAL FEES PAID BY RECEIPT: R15359 4$1O,7O2.31 Date Paid: Monday, September 10, 2018 Paid By: BECU Pay Method: CHECK 62105155 Printed: Monday, September 10, 2018 10:38 AM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY D18-0219 Address: 12720 GATEWAY DR BLDG 7 Apn: 2716000070 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14989 R000.345.830.00.00 PAID $6,609.77 $6,609.77 $6,609.77 $6,609.77 $6,609.77 0.00 Date Paid: Thursday, July 19, 2018 Paid By: NELSON WORLDWIDE Pay Method: CHECK 619 Printed: Thursday, July 19, 2018 2:44 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit 1 o'u`t 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: ertw Type of Inspection: room._ swig.. ii Address: 12'� Zc l 240 Date Called: Specia Instructions:.y . Date Wanted: H%• �9 a.m. P.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. CQ 1�AMENTS: 10414 ,q1',14 4c.'S-dczytel Inspector: Date: /41 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit b\g d219 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: B L C l1 Type of lnspectio ^ l/X"Jbl o 1 l�j Address: %Z7v2 G - Date Call d: 0 Special Instructions: 7 Date Wanted: 12`-7 a.m. ZOtY p.m. Requester: 11 B1_49_ Phone No: pproved per applicable codes. LJ Corrections required prior to approval. OMMENTS: Lt crt #.11 (12 (:frcv Date: /Z_7.. z© REINSPECTION FEE 2EQUIRED. 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 )/(8 ezici 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:...Type s 41 of Inspection: i1 159 ezliii/4 Address: /272O 44/Eat4 j rat 8404. Date Called: 7 Special Instructions: / Date Wanted:a.m. //•.30-/15 p.m. Requester: Phone No: 2OL 4.1/ /t JApproved per applicable codes. corrections required prior to approval. COMMENTS: L 7air/ciu� Itt' -rte• 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 INSPE TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43 Permit Inspection Request Line (206) 438-9350 DtiB-o2tiq ProjeotT) E. C u Typeof pled' l 11/4/Gtion: r Address: /Z 7Za 6 /4- \ ��`Jl` , Date Called: Special Instructions: * 13Oi. # Date Wanted: ID t-- Z�14r a.r . �- Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: FRriltiI'Ill — Inspector: Date: !b 3 / 2o18) 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 ''t -ail? INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:, ..._(....4 Type of Inspection' t 1 ' Address: /27z0 Dr, Date Calle Special Instructions: Date Wanted:a /otr2-/0/2-et� Z0/r: p.m. 13`�" tf- 7 � i/ Reque Le Phone No: Approved per applicable codes.Corrections required prior to approval. COMMENTS: aq C Vt `, /Jai -/--y'Y.�.G 41 c_�rS d bo uti/D(ft3 lrS � S ct ciaa •(L dkV Cf 2 Cr r' 44l, a,; L L-jjle.eds e . ( Inspector: ctrp REINSPECTION FEE REQUIRED. Prior to next inspection. f6e 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 D1,g-0217 Project: Project:- eG° u Typegins pection: b ,-4th/ r' c�. 'Su.M f� &V S Address: 11726 GA4aday ba Date Called: Special Instructions: XDI-83 # 7 Date Wanted: IC -22-201g (a.m p.m. Requester: Phone No: igjApproved per applicable codes. Corrections required prior to approval. COMMENTS: viV, e4oie -Pcs-ci,„„„at Inspector: 7 c Date: /0 7Z Zati REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. a) INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type �G'!J of Inspection: /101144P16 Address: / 2 720 6eq-y ? Date Called: Special Instructions: Date Wanted: /D i& /B a.m„ p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Crc — -/ Y ► r'1 '1414 G AuL 9 Inspector: Dater 16 "/e 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 12 --`-\--)C0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: -C lA Sprinklers: Type of Inspection: C C: R) i' Address: Suite #: \-22) 72 6 ft UJVj Contact Person: Special Instructions: i Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: C J K__ a C t/C:_ j l S r !!,, _ k C_'td t 4'-‘<_:',,. I r;a.15-. `ti -111 4.N -#L%.' ' C_J V Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:'r 1: t.j}/ 6-3 Date: /2// / / d Hrs.: / ) $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2_ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -1 ]C) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:.. C i,A 462_6.- K 0 Type of Inspection: Ccue Y' Address: Suite #: ZT1 .2._() (-1A -t2 L ki i , Contact Person: Special Instructions: ` Phone No.: x Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: 462_6.- K 0 Sprinklers: \/ p S Fire Alarm: IA j 4,144._ , -- Hood & Duct: ` Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - -(.._ Date: (,`LCi 1 i L, Hrs.: 1 ( , $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit U/;K -f2 l `1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: j t (it 17:7?/J tik1A/( Type of Inspection: /4 ()/ YM Address:4.6k.„1,11AA4 #: C9'. / t V _ Contact Person:L ' `Suite Special Instructions: — / Phone No.: 1 f4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: \ f- fLI ore) /0 C) ? f oOY ovt--y\ _ Iv Needs Shift Inspection: Ci Sprinklers: c% Fire Alarm: (.9f Hood & Duct: C/ Monitor: Sm ? $nom Pre -Fire: 0 1 — .f"la'w. Permits: (?M. i-rAf. Occupancy`Type: jS Inspector: 4 Date: / h_S h / Hrs.: c..#'' $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 1 Lighting Summary LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings i Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: BECU TFCN West Wing Office Tenant Improvements Date 8/15/2018 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use Company Name: Brinjac Lighting Studio Company Address: 1200 Fifth Avenue, Suite 1300, Seattle, WA 98101 Applicant Name: Abby Gorman Applicant Phone: 206.408.8628 Applicant Email: agorman@brinjac.com Project Description ❑ New Building ❑ Addition Include PROJ-SUM form (included in envelope forms woCOPEtICOMPaalANCE 2 AltbEt i EWED INHit Lig Sco e 9 Scope s. Interior Lighting Description System Included `J Fy APPROVED AUG 2 8 2018 City of Tukwila `7 BUILDING DIVISION Interior Lighting Plans Interior Lighting Power Allowance Method -by -space Method ' Building Area Method s, Space Select method used in project. Interior Lighting Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Controls (LLLC) interior lighting power shall comply with the - All C405.2.1 - C405.2.8 Lighting Controls ❑ Additional Efficiency Package Option C406.4 Enhanced Digital Lighting Controls To comply with C406.4, no less than 90% of the total installed required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: ® No Dwelling 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units O C406.3 High Efficacy Lighting O R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System Description ❑ Exterior Lighting Plans Included 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 applicable ❑ ❑ 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 -to -remain 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 -to -remain exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT forry� _mow!'!\%Ci: CORRECTION iSt.`�/Gl Y ti..v CITY OF TUKWILA AUG 1'7 2018 PERMIT CENTER Lighting Summary, cont. LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: BECU TFCN West Wing Office Tenant Improvements Date 8/15/2018 Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE 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. All alteration lighting controls shall be commissioned per C408.3. ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced ❑ ❑ Less than 50% of existing are replaced ❑ ❑ ❑ - 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 form. 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 New wiring installed to serve added fixtures and/or fixtures relocated to new ' ❑ ❑ circuit(s) New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured - luminaires unchanged or relocated only i 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. Interior Lighting - Building Area Method LTG -INT -BLD 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: BECU TFCN West Wing Office Tenant Improvements Date 8/15/2018 Calculation NOTE 9 Area 0 New Construction O Addition - O Addition stand alone + existing O Spaces where < 50% of Spaces where >_50% of O Spaces where the Use luminaires are replaced luminaires are replaced is changing (C505) For Building Department Use LPA Calculation Type 0 Standard Q Additional Efficiency Package Option 0 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. User Note A, 2x2 troffer Maximum Allowed Lighting WattageNOTE 1 Building Area Location (plan #, room #, or ALL) Area Description Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) NOTE 2 Office First Floor First Floor Office Space 12378 0.66 817 0 Office Second Floor Second Floor Office Space 26305 0.66 17362 120 960 Office ALL F16, TBAR mounted LED linear 69 Total 38683 Office Proposed Lighting Wattage Building Area Location (plan #, room #) Fixture Description "ores, 4, 5, 6 Number of Fixtures Watts per Fixture NOTE Watts Proposed Office ALL A, 2x2 troffer 164 44 7216 Office ALL B, 4" x 5" wall mount linear 40 14 568 Office ALL E2, cylinder downlight 22 12 264 Office ALL F4, 28" diameter drum pendant 8 120 960 Office ALL F16, TBAR mounted LED linear 69 16 1132 Office ALL H1, LED grazing fixture 93 3 288 Office ALL L2, Recessed linear 12 28 331 Office ALL L6, recessed linear 12 55 662 Office ALL P, decorative pendant 5 100 500 Office ALL S, recessed downlight 72 10 720 Office ALL U1, wall mounted wallwash 96 6 586 Office ALL W, decorative pendant 1 450 450 Office ALL Y, Undercabinet light 1 16 16 Compliance by Building Area "OTE 8 Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Office Confirm all fixtures are reported under proposed lighting - low watts relative to maximum allowed. 25532 13693 COMPLIES C406.3 Note 1 - List all unique building areas per Table C405.4.2(1) that occur in the project scope. Select building area category from drop down menu. Note 2 - Unlit Message - Enter lighting fixture information for this building area surface in Proposed Lighting Wattage table to generate Lighting Power Allowance. Note 3 - Proposed fixtures must be listed in the building area in which they occur. 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. Totals 25532 13693 Note 8 - Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 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 Building Area 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 Building Area types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, use LTG -INT -SPACE form to document compliance. August 10, 2018 City of Tukwila Department of Community Development SONJA MIRANDA 1200 5TH AVE, STE 1300 SEATTLE, WA 98101 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0219 BECU - 12720 GATEWAY DR Dear SONJA MIRANDA, 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 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "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). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Applicable codes list 2014 NEC. Revise to comply with 2017 NEC. 2. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Form for Commercial Buildings, available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). 3. Plan set does not show mechanical, and plumbing plans or references. Typically, MEP plans are provided with the building set. Please clarify. MEP shall be under separate permits. 4. Life safety plans sufficiently identifies exit access for egress compliance. Provide a life safety plan that identifies means of egress. Dimension egress paths. Identify the specific unobstructed common paths of egress that shall be provided with emergency illumination. Emergency illumination shall have at least an average 1 foot-candle and a minimum at any point of 0.1 -foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. Egress paths shall be continuous to each exit. Designated egress paths are those that shall be light meter inspected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) Note: Contingent on response to these corrections, further plan review may request for additional corrections. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 f Please address the comments abo,.:n an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, VALI/VIE-141r: Rache le Ripley Permit Technician File No. D18-0219 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0219 PROJECT NAME: BECU SITE ADDRESS: 12720 GATEWAY DR Original Plan Submittal X Response to Correction Letter # 1 DATE: 08/17/18 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: °\1(6 Building Division Public Works n Fire Prevention Structural u Planning Division n nPermit Coordinator R PRELIMINARY REVIEW: DATE: 08/21/18 Not Applicable n Structural Review Required n (no approval/review required) REVI.EWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 09/18/18 n Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/20 13 cPERMIT COORD COPY �1 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0219 PROJECT NAME: BECU SITE ADDRESS: 12720 GATEWAY DR DATE: 07/24/18 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: M02' �. Building Divisi n V-1?. Public Works Fire Prevention11 Structural M.S P/4. 7-3 H Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/26/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 08/23/18 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 8j i /2o18 Plan Check/Permit Number: D18-0219 Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision '# after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: BECU Project Address: 12720 GATEWAY DR BLDG 7 Contact Person: Sonj A Miranda Phone Number: 2cxo -LIDS-85.33 Summary of Revision: I. Shc(F-AN-O has b'n rtbsrd - chow -111M-ibis raj iv- (coy Tics la ) 414.,2oi Wiens' Eluivickl CNEc,) 2. /*what i s 4i InitMr% Li 01in cGny Brea nuc -shod shut &1114142.2 015 washinjJn Stine. CIAO. binSummary Cer'plionr_ Nm for Coi rrQruuc BuyI ' 7,t. Stt a &uvral .r kali Co'1 s �' 4 ( , /loaf �Ir.�l.� i Gia n� -li-e P J ct�- Us �.� f�.0 Id N-fP Scupt ofr,L GviI l be.. oxbi Hio4141( ow-himr Pile( iuerbinay has doAtAL (61.61 3. MEP �hht�II k taw scfpar �mkGal �i I I be s �n' �' �P �fi.µPis Duly Build �hro�►sr A Cans nvaim. t . ShaJ J -I cncl AN -211511K. bun rwratkig ' lin4 4 e. i 4e4t OF yress al t dinvnsi d e�yrI(�/hs n Lift Sheet Number(s): A N-0 Cover S�1r, f � AN -I 1st FIco L Wtj PI a' , AN -2- SQ( [icor L4.. Skit Ian "Cloud" or highlight all areas of revision including date of revis' RECEIVED CITY OF TUKWILA AUG 17 2018 PERMIT CENTER Received at the City of Tukwila Permit Center by: la' --Entered in TRAKiT on t -4C W:\Permit Center (Brenda)\Forms\Fermit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 J R ABBOTT CONSTRUCTION 1 Horne Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Amok Search L&I A -Z Index Help Page 1 of 3 My i &I Workplace Rights Trades & Licensing J R ABBOTT CONSTRUCTION INC Owner or tradesperson Principals NELSON, RONALD A, PRESIDENT KLEIN, DOUGLAS J, PRESIDENT SPRAGUE, ANDREW W, PRESIDENT STEDMAN, TROY L, PRESIDENT PRICE, MICHAEL W, PRESIDENT SHALLEY, BRANNON E, PRESIDENT SEAMNA, MARK C, SECRETARY FRASER, RICHARD H (End: 02/09/2017) FRASER, GWEN F (End: 02/09/2017) ABBOTT, JOHN R, PRESIDENT (End: 02/09/2017) STRAND, TIMOTHY R, PRESIDENT (End: 02/09/2017) MCGOWAN, JOHN P, VICE PRESIDENT (End: 02/09/2017) NEWMAN, WENDY P, VICE PRESIDENT (End: 02/09/2017) ABBOTT, DAWN E, SECRETARY (End: 02/09/2017) ROBERTSON, ROBERT M, TREASURER (End: 02/09/2017) Doing business as J R ABBOTT CONSTRUCTION INC WA UBI No. 600 479 123 3408 1ST AVE S SUITE 101 SEATTLE, WA 98134-1805 206-467-8500 KING County Business type Corporation Governing persons JOHN MCGOWAN MIKE PRICE; MARK SEAMAN; BRANNON SHALLEY; ANDY SPRAGUE; TROY STEDMAN; DOUGLAS JOSEPH KLEIN; RON NELSON; JOHN ABBOTT; WENDY NEWMAN; License Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600479123&LIC=JRABBCI022JZ&SAW= 09/10/2018 J R ABBOTT CONSTRUCTION INC_ Verify the contractor's active registration / ker.-�,rtification (depending on trade) and any past violations` Construction Contractor Active. `'' .......................................................... Contractor Meets current requirements. License specialties GENERAL License no. JRABBCI022JZ Effective — expiration 04/09/1998— 03/01/2020 Bond ................ LIBERTY MUTUAL INS CO Bond account no.. 023009859 $12,000.00 Received by L&I Effective date 04/24/2006 04/01/2006 Expiration date Until Canceled Insurance Liberty Mutual Fire Insurance Policy no. TB2Z91459332028 $1,000,000.00 Received by L&I Effective date 05/30/2018 06/01/2018 Expiration date 06/01/2019 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 Account is current. 458,011-00 ................ _ ...... Doing business as J R ABBOTT CONSTRUCTION INC Estimated workers.reported Quarter 2 of Year 2018 "Greater than 100 Workers" L&I account contact T5 / MELISSA VEST (360)902-5613 - Email: VESM235@Ini.wa.gov 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 Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 04/28/2017 Inspection no. 317944774 No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600479123&LIC=JRABBCI022JZ&SAW= 09/10/2018 J R ABBOTT CONSTRUCTION II\u Location 2200 South 16th Street Des Moines, WA 98198 Inspection results date 07/14/2016 Inspection no. 317940586 Location 22704 SE 4th Street Sammamish, WA 98074 Inspection results date 10/30/2014 Inspection no. 317608909 Location 380 Winslow Way E Bainbridge Island, WA 98110 Inspection results date 09/17/2014 Inspection no. 317447456 Location 2420 N. Proctor St. Tacoma, WA 98406 Inspection results date 09/08/2014 Inspection no. 317420651 Location 14550 Interurban Ave S Tukwila, WA 98168 Inspection results date 04/02/2014 Inspection no. 316974104 Location 23320 Hwy 99 Edmonds, WA 98026 Inspection results date 10/08/2012 Inspection no. 316534999 Location 26401 Pacific Hwy S Des Moines, WA 98198 No violations No violations No violations No violations No violations No violations Page 3 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=600479123&LIC=JRABBCI022JZ&SAW= 09/10/2018 BECU TFCN WEST WING OFFICE TENANT IMPROVEMENTS 1ST & 2ND FLOOR, GATEWAY CORPORATE CENTER 7 12720 GATEWAY DRIVE, TUKWILA WA 98168 GATEWAY CORP. CENTER 12720 GATEWAY DRIVE SEATTLE, WA 98168 T n LOCATION PLAN NOT TO SCALE NORTH GATEWAY CORP. CENTER 12720 GATEWAY DRIVE SEATTLE, WA 98168 SITE PLAN 1" = 100' REVISIONS No chances °h- ', !-- r -c to the ,cope of mirk - r,rov%I of RJ.. r .. a r7 ,;nu"ai r.._/ . 0 _ ...,_I r...n r (�l NORTH D18-0219 1 BUILDING INFORMATION SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUCTION: CONSTRUCTION TYPE: FIRE PROTECTION: NUMBER OF STORIES: 12720 GATEWAY DRIVE SEATTLE, WA 98168 271600-0070 GATEWAY CORPORATE CENTER PARCEL 6 OF CITY OF TUKWILA SHORT PLAT NO 89 -1 -SS RECORDING NO 8904120877 5D SHORT PLAT DAF - LOT 7 OF GATEWAY CORPORATE CENTER PLat Block: Plat Lot: 7 C/LI EXISTING 2 -STORY REINFORCED CONCRETE BUILDING COMMONLY KNOWN AS GATEWAY CORPORATE CENTER 7 1989 FULLY SPRINKLERED 2 BUILDING TOTAL FLOOR AREA: 62,655 SF (GROSS) 62,167 SF (NET) PROJECT DESCRIPTION TENANT IMPROVEMENT TO PORTIONS OF 1ST AND 2ND FLOORS FOR OFFICE USE TO INCLUDE: • REMOVAL AND CONSTRUCTION OF INTERIOR PARTITIONS, DOORS & RELITES AND CASEWORK • REMOVAL AND INSTALLATION OF CEILING GRID & TILES AND LIGHT FIXTURES • REMOVAL AND INSTALLATION OF FINISHES • E • V • I. L 1 I • F : Z41: BO Li .• : . D -. ESSORIES • M P 0 IS ESI NB IL • AN U ER SEP APPLICABLE CODES BUILDING: EXISTING BUILDING: FIRE: PLUMBING: MECHANICAL: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (INC) 1 .' I • . E ACCESSIBILITY: ICC/ANSI 117.1 -2009 -ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES INDOOR AIR QUALITY: 2015 WASHINGTON INDOOR AIR QUALITY CODE (WSIAQC) PROJECT DIRECTORY TENANT: ARCHITECT: CONTRACTOR: BECU PHONE: 206-439-5016 EMAIL: stacy.christie@becu.arg CONTACT: STACY CHRISTIE NELSON 1200 511 AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: SMiranda@nelsononline.com PM CONTACT: SONJA MIRANDA EMAIL: MEvans@nelsononline,mm ARCHITECT CONTACT: MARK EVANS TBD DRAWING INDEX PROJECT AREA SUITE AREA FLOOR AREA FLOOR 1 12,615 SF 12,349 SF 32,445 SF FLOOR 2 13,867 SF 13,867 SF 33,056 SF APPLICABLE CODES BUILDING: EXISTING BUILDING: FIRE: PLUMBING: MECHANICAL: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (INC) 1 .' I • . E ACCESSIBILITY: ICC/ANSI 117.1 -2009 -ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES INDOOR AIR QUALITY: 2015 WASHINGTON INDOOR AIR QUALITY CODE (WSIAQC) PROJECT DIRECTORY TENANT: ARCHITECT: CONTRACTOR: BECU PHONE: 206-439-5016 EMAIL: stacy.christie@becu.arg CONTACT: STACY CHRISTIE NELSON 1200 511 AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: SMiranda@nelsononline.com PM CONTACT: SONJA MIRANDA EMAIL: MEvans@nelsononline,mm ARCHITECT CONTACT: MARK EVANS TBD DRAWING INDEX Sheet Number Sheet Title Sheet Issued Date DravA Revision Number Revision Issue Date GENERAL AN -0 COVER SHEET 07/16/18 A14-1 1ST FLOOR LIFE SAFETY PLAN 07/16/18 AN -2 2ND FLOOR LIFE SAFETY PLAN 07/16/18 AN -3 GENERAL NOTES 07/16/18 ARCHITECTURAL A0-1 1ST FLOOR DEMOLITION PLAN 07/16/18 A0-2 2ND FLOOR DEMOLITION PLAN 07/16/18 A1-1 1ST FLOOR CONSTRUCTION PLAN 07/16/18 A1-2 2ND FLOOR CONSTRUCTION PLAN 07/16/18 A2-1 1ST FLOOR REFLECTED CEILING PLAN 07/16/18 A2-2 2ND FLOOR REFLECTED CEILING PLAN 07/16/18 A3-1 1ST FLOOR POWER & COMMUNICATIONS PLAN 07/16/18 A3-2 2N0 FLOOR POWER & COMMUNICATIONS PUN 07/16/18 A4-0 MATERIAL SCHEDULE 07/16/18 A4-1 1ST FLOOR FINISH PLAN 07/16/18 A4-2 2ND FLOOR FINISH PLAN 07/16/18 A6-1 ENLARGED PLANS & SCHEDULES 07/16/18 A7-1 INTERIOR ELEVATIONS 07/16/18 a R� _VELI O 7 LIKIN A7-2 INTERIOR ELEVATIONS 07/16/18 A7-3 INTERIOR ELEVATIONS 07/16/18 AU6 17 201E A8-1 DETAILS & SECTIONS DETAILS & SECTIONS 07/16/18 07/16/18 Pt ..MI T CEN' A8-2 A9-1 DOOR SCHEDULE & PARTITION TYPES 07/16/18 CORRECTION - LTR#___1--__--_n* NELSO Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 herr._ :_nical BCT; P.rirg FILE COPY Perm!t No DIS€' 0K141 Plan review app•cv:I :J S21:. c77:7.: ^s. Approval of ccrsr C:.:::1 t'_:'C: rz• L3 C..:'a :... the violation cf a: y s: , ; c. c; :.;::7.; t of approved Fiat cpy arc; De. /0Vif2,,r city c: i. .'_...T Description: ISSUED FOR REVIEW ISSUED FOR BID � PERMIT SET / 1 \ PLAN CHECK CORRECTION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2C 118 i City of Tukwila BUILDING DIVISION I No: By: HF SM SM SM Date: 07/09/18 07/16/18 07/18/18 0W17/18 GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: COVER SHEET Sheet Title: LA R SJSb b u: r Olt Ifl I AL I) IU f l l I1 se' at MARK DOUGLAS EVANS .1.\il. 1N it ANIIx1,10i Proj. No: 17.03424.00 Designer: HF Drawn By: HF Reviewed By: SM / ME Project Manager: SM Approved By- SM / ME AIV -0 ALL DIMENSIONS AND CONDITIONS MUST BE DECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK 0 NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED • Plot Date: 8/16/2018 10:26:21 AM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\DRAWINGS\ARCH \CD\GCC-BECU-AN-1.dwg User: Hiromi Fujiki Device: Bluebeam PDF PenTable: _NELSON-HALF.ctb COMMON PATH OF EGRESS TRAVEL ±36' EXIT ACCESS TRAVEL DISTANCE ±87' EXIT r OPEN OFFICE N.I.0 Ga. 0> CALLABORPBON EXIT AN -1 ceer OFFICE 08 8 UPS 18' NAM 30 SUITE 100 AREA OF WORK ± 12,349 SF 1ST FLOOR LIFE SAFETY PLAN 1/16" = 1'-0" COMMON PATH OF EGRESS TRAVEL ±61' EXIT ACCESS TRAVEL DISTANCE ±96' LOBBY 35. COMMON CORRIDOR EXIT 0 0 0 0 2 f N.I.0 COMMON CORRIDOR EXIT! NORTH UPS ROOM AREA OF WORK ±266 SF D18-0219 CODE ANALYSIS OCCUPANT LOAD: SMALL ASSEMBLY SPACES: OCCUPANT FLOOR AREAS: 1ST FLOOR 100 SF PER OCCUPANT FOR BUSINESS USE SMALL ASSEMBLY SPACES LESS THAN 50 OCCUPANTS ARE CLASSIFIED AS GROUP B SEE FLOOR -BY -FLOOR (IF APPLICABLE) OCCUPANCY FLOOR AREA TABLES BELOW TOTAL: 12,615 PROJECT TOTALS 1 1 EXITING NUMBER OF EXITS: GROUPS B TABLE1006.2.1 A TABLE1006.3.1 NUMBER OF EXITS: GROUP S-2 TABLE 1006.2.1 124 SQ. FT. OCCUPANT LOAD COMMON PATH OF EGRESS: GROUP B COMMON PATH OF EGRESS: GROUP S-2 . SEPARATION OF EXITS: SECTION 1007 EXIT ACCESS TRAVEL DISTANCE: GROUP B EXIT ACCESS TRAVEL DISTANCE: GROUP 5-2 REQUIRED 50-500 OCC LOAD = 2 EXITS MAX 29 OCC LOAD = 1 EXIT 100' MAX. W/ SPRINKLERS 100' MAX. W/ SPRINKLERS 56-3" MIN. 300' W/ SPRINKLERS PROVIDED 3 2 ±36' ±61' ±139' ±87' 400' W/ SPRINKLERS ±96' PLUMBING FIXTURE REQUIREMENTS MEN'S TOILETS: URINALS: MEN'S LAVATORIES: WOMEN'S TOILETS: WOMEN'S LAVATORIES: REQUIRED 3 NOT REQUIRED 2 3 2 PROVIDED 5 5 3 5 3 EGRESS AND LIFE SAFETY GENERAL NOTES 1. EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. 4. MEANS OF EGRESS SHALL BE ILLUMINATED AT LEAST AVERAGE 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 -FOOT CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION SHALL BE PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON-SITE GENERATOR. 5. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 7-6" MINIMUM HEIGHT. 6. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM 6'-8" DOOR HEIGHT. 7. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY MORE THAN HALF. 8. MAIN EXIT DOORS WITHOUT PANIC HARDWARE SHALL HAVE A SIGN WITH LETTERS ON A CONTRASTING BACKGROUND STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED" 9. EXIT ACCESS HAS BEEN BASED UPON PROGRAMMATIC INFORMATION PROVIDED TO NELSON BY THE INTENDED OCCUPANT OF THIS SPACE. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. 10. FOR A-3 OCCUPANCIES PROVIDE SIGNAGE POSTING THE ROOM CAPACITY. 11. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY ELECTRICAL BACK-UP POWER. 12. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. 13. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. 14. EMERGENCY LIGHTING SHALL ALSO BE REQUIRED FOR EXIT DISCHARGE DOORWAYS. EGRESS PATHS SHALL BE CONTINUOUS TO EACH EXIT. DESIGNATED EGRESS PATHS ARE THOSE THAT SHALL BE LIGHT METER INSPECTED FOR EGRESS ILLUMINATION REQUIREMENTS. (IBC SECTION 107.2.3, 1006 & 1008.1.6) CITY OF TUKWILA AUG 17 201d PERMIT CENTER NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: No: By: Date: ISSUED FOR REVIEW HF 07/09/18 ISSUED FOR BID SM 07/16/18 PERMIT SET SM 07/18/18 / 1 \ PLAN CHECK CORRECTION SM 08/17/18 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 C, 2010 1 City of Tukwila BUILDING DIVISION' GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 1ST FLOOR LIFE SAFETY PLAN Sheet Title: Sties MARK DOUGLAS EVANS Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HF Reviewed By: SM / ME Approved By: SM / ME AN -1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ) NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED a SQ. FT. PER OCCUPANT OCCUPANT LOAD ce Q g$ ao �l7 g 11 g bjel SUITE 100 B 12,349 100 123 NO / 100% UPS ROOM 5-2 266 300 1 NO / 100% TOTAL: 12,615 PROJECT TOTALS 1 1 EXITING NUMBER OF EXITS: GROUPS B TABLE1006.2.1 A TABLE1006.3.1 NUMBER OF EXITS: GROUP S-2 TABLE 1006.2.1 124 SQ. FT. OCCUPANT LOAD COMMON PATH OF EGRESS: GROUP B COMMON PATH OF EGRESS: GROUP S-2 . SEPARATION OF EXITS: SECTION 1007 EXIT ACCESS TRAVEL DISTANCE: GROUP B EXIT ACCESS TRAVEL DISTANCE: GROUP 5-2 REQUIRED 50-500 OCC LOAD = 2 EXITS MAX 29 OCC LOAD = 1 EXIT 100' MAX. W/ SPRINKLERS 100' MAX. W/ SPRINKLERS 56-3" MIN. 300' W/ SPRINKLERS PROVIDED 3 2 ±36' ±61' ±139' ±87' 400' W/ SPRINKLERS ±96' PLUMBING FIXTURE REQUIREMENTS MEN'S TOILETS: URINALS: MEN'S LAVATORIES: WOMEN'S TOILETS: WOMEN'S LAVATORIES: REQUIRED 3 NOT REQUIRED 2 3 2 PROVIDED 5 5 3 5 3 EGRESS AND LIFE SAFETY GENERAL NOTES 1. EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. 4. MEANS OF EGRESS SHALL BE ILLUMINATED AT LEAST AVERAGE 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 -FOOT CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION SHALL BE PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON-SITE GENERATOR. 5. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 7-6" MINIMUM HEIGHT. 6. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM 6'-8" DOOR HEIGHT. 7. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY MORE THAN HALF. 8. MAIN EXIT DOORS WITHOUT PANIC HARDWARE SHALL HAVE A SIGN WITH LETTERS ON A CONTRASTING BACKGROUND STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED" 9. EXIT ACCESS HAS BEEN BASED UPON PROGRAMMATIC INFORMATION PROVIDED TO NELSON BY THE INTENDED OCCUPANT OF THIS SPACE. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. 10. FOR A-3 OCCUPANCIES PROVIDE SIGNAGE POSTING THE ROOM CAPACITY. 11. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY ELECTRICAL BACK-UP POWER. 12. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. 13. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. 14. EMERGENCY LIGHTING SHALL ALSO BE REQUIRED FOR EXIT DISCHARGE DOORWAYS. EGRESS PATHS SHALL BE CONTINUOUS TO EACH EXIT. DESIGNATED EGRESS PATHS ARE THOSE THAT SHALL BE LIGHT METER INSPECTED FOR EGRESS ILLUMINATION REQUIREMENTS. (IBC SECTION 107.2.3, 1006 & 1008.1.6) CITY OF TUKWILA AUG 17 201d PERMIT CENTER NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: No: By: Date: ISSUED FOR REVIEW HF 07/09/18 ISSUED FOR BID SM 07/16/18 PERMIT SET SM 07/18/18 / 1 \ PLAN CHECK CORRECTION SM 08/17/18 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 C, 2010 1 City of Tukwila BUILDING DIVISION' GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 1ST FLOOR LIFE SAFETY PLAN Sheet Title: Sties MARK DOUGLAS EVANS Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HF Reviewed By: SM / ME Approved By: SM / ME AN -1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ) NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 8116/2018 10:26:45 AM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial co N\DRAWINGS\ARCH\CD\GCC-BECU-AN-2.dwg User: Hiromi Fujiki Device: Bluebeam PDF PenTable: _NELSON-HALF.db — COMMON PATH OF EGRESS TRAVEL ±38' 1s' I 7 EXIT ACCESS TRAVEL DISTANCE TO 1ST FLOOR EXIT DOOR ±144 E t1—) OPEN OFFICE cowlaaRAnON ON X93 9)F OPEN OFRCE 381 1 YED. CONFERENCE FEC OFFICE COM SORA OPEN OFRCE CCLV801MEIONI LOUNGE 19' SM CONFERENCE co SM. 'O'FERENCE STORAGE OPENOFRC AREA OF WORK ± 13,855 SQ.FT. At .1 11 2ND FLOOR LIFE SAFETY PLAN 1/16' = 1'-0" NORTH D18-0219 CODE ANALYSIS OCCUPANT LOAD: SMALL ASSEMBLY SPACES: OCCUPANT FLOOR AREAS: 1ST FLOOR 100 SF PER OCCUPANT FOR BUSINESS USE SMALL ASSEMBLY SPACES LESS THAN 50 OCCUPANTS ARE CLASSIFIED AS GROUP B SEE FLOOR -BY -FLOOR (IF APPLICABLE) OCCUPANCY FLOOR AREA TABLES BELOW 13r855 SQ. FT. PROJECT TOTALS 1 EXITING NUMBER OF EXITS: GROUPS B TABLE1006.2.1 & TABLE 1006.3.1 NUMBER OF EXITS: GROUP S TABLE 1006.21 139 OCCUPANT LOAD REQUIRED 50-500 OCC LOAD = 2 EXITS 3 MAX 29 OCC LOAD = 1 EXIT 2 PROVIDED COMMON PATH OF EGRESS: 100' MAX. W/ SPRINKLERS A TO B COMMON PATH OF EGRESS: 100' MAX. W/ SPRINKLERS D TO E SEPARATION OF EXITS: ±64' MIN. SECTION 1007 EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS A TO C EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS D TO F PLUMBING FIXTURE REQUIREMENTS MEN'S TOILETS: URINALS: MEN'S LAVATORIES: WOMEN'S TOILETS: WOMEN'S LAVATORIES: REQUIRED 3 NOT REQUIRED 2 3 159' 138' 194' 1144' 1107' PROVIDED 2 4 *1. 3 3 2 3 " PER SECTION IPC 419.2 URINALS ARE ALLOWED TO BE SUBSTITUTED FOR WATER CLOSETS. PROJECT SUBSTITUTES ONE URINAL FOR ONE OF THE THREE REQUIRED WATER CLOSETS. IN 'B' OCCUPANCY, NO MORE THAN 50% OF REQUIRED WATER CLOSETS ARE ALLOWED TO BE SUBSTITUTED. PROJECT COMPLIES. EGRESS AND LIFE SAFETY GENERAL NOTES 1. EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL 4. MEANS OF EGRESS SHALL BE ILLUMINATED AT LEAST AVERAGE 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 -FOOT CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION SHALL BE PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON-SITE GENERATOR. 5. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 7-6" MINIMUM HEIGHT. 6. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM 6'-8" DOOR HEIGHT. 7. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY MORE THAN HALF. 8. MAIN EXIT DOORS WITHOUT PANIC HARDWARE SHALL HAVE A SIGN WITH LETTERS ON A CONTRASTING BACKGROUND STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE 15 OCCUPIED" 9. EXIT ACCESS HAS BEEN BASED UPON PROGRAMMATIC INFORMATION PROVIDED TO NELSON BY THE INTENDED OCCUPANT OF THIS SPACE. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. 10. FOR A-3 OCCUPANCIES PROVIDE SIGNAGE POSTING THE ROOM CAPACITY. 11. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH. EMERGENCY ELECTRICAL BACK-UP POWER. 12. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. 13. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. 14. EMERGENCY LIGHTING SHALL ALSO BE REQUIRED FOR EXIT DISCHARGE DOORWAYS. EGRESS PATHS SHALL BE CONTINUOUS TO EACH EXIT. DESIGNATED EGRESS PATHS ARE THOSE THAT SHALL BE LIGHT METER INSPECTED FOR EGRESS ILLUMINATION REQUIREMENTS. (IBC SECTION 107,2.3, 1006 & 1008.1.6) RECEIVED CITY OF TUKWILA AUG 17 2018 PERMIT CENTER NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID � PERMIT SET / / . \ PLAN CHECK CORRECTION No: By: HF SM SM SM REVIEWED FOR CODE COMPLIANCE APPROVED A! 'C";8 City of Tukwila BUILDING DIVISION 1 Date: 07/09/18 07/16/18 07/18/18 08/17/18 GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 Bielciu BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 2ND FLOOR LIFE SAFETY PLAN Sheet Title: 8 S RII ililI I AKr'7Nlifl t_ UI ANS ) A RK DOUGLAS EVANS 'I 111 IN M{,1IIN,.flq Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HF Reviewed By: SM / ME Approved By: SM / ME AN -2 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY TME CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED (OCCUPANCY GROUP 6 SQ. FT. PER OCCUPANT OCCUPANT LOAD 5- E2 g`z 5. �5 i I i SUITE 200 B 13,855 100 139 NO / 100% 13r855 SQ. FT. PROJECT TOTALS 1 EXITING NUMBER OF EXITS: GROUPS B TABLE1006.2.1 & TABLE 1006.3.1 NUMBER OF EXITS: GROUP S TABLE 1006.21 139 OCCUPANT LOAD REQUIRED 50-500 OCC LOAD = 2 EXITS 3 MAX 29 OCC LOAD = 1 EXIT 2 PROVIDED COMMON PATH OF EGRESS: 100' MAX. W/ SPRINKLERS A TO B COMMON PATH OF EGRESS: 100' MAX. W/ SPRINKLERS D TO E SEPARATION OF EXITS: ±64' MIN. SECTION 1007 EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS A TO C EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS D TO F PLUMBING FIXTURE REQUIREMENTS MEN'S TOILETS: URINALS: MEN'S LAVATORIES: WOMEN'S TOILETS: WOMEN'S LAVATORIES: REQUIRED 3 NOT REQUIRED 2 3 159' 138' 194' 1144' 1107' PROVIDED 2 4 *1. 3 3 2 3 " PER SECTION IPC 419.2 URINALS ARE ALLOWED TO BE SUBSTITUTED FOR WATER CLOSETS. PROJECT SUBSTITUTES ONE URINAL FOR ONE OF THE THREE REQUIRED WATER CLOSETS. IN 'B' OCCUPANCY, NO MORE THAN 50% OF REQUIRED WATER CLOSETS ARE ALLOWED TO BE SUBSTITUTED. PROJECT COMPLIES. EGRESS AND LIFE SAFETY GENERAL NOTES 1. EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL 4. MEANS OF EGRESS SHALL BE ILLUMINATED AT LEAST AVERAGE 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 -FOOT CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION SHALL BE PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON-SITE GENERATOR. 5. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 7-6" MINIMUM HEIGHT. 6. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM 6'-8" DOOR HEIGHT. 7. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY MORE THAN HALF. 8. MAIN EXIT DOORS WITHOUT PANIC HARDWARE SHALL HAVE A SIGN WITH LETTERS ON A CONTRASTING BACKGROUND STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE 15 OCCUPIED" 9. EXIT ACCESS HAS BEEN BASED UPON PROGRAMMATIC INFORMATION PROVIDED TO NELSON BY THE INTENDED OCCUPANT OF THIS SPACE. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. 10. FOR A-3 OCCUPANCIES PROVIDE SIGNAGE POSTING THE ROOM CAPACITY. 11. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH. EMERGENCY ELECTRICAL BACK-UP POWER. 12. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. 13. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. 14. EMERGENCY LIGHTING SHALL ALSO BE REQUIRED FOR EXIT DISCHARGE DOORWAYS. EGRESS PATHS SHALL BE CONTINUOUS TO EACH EXIT. DESIGNATED EGRESS PATHS ARE THOSE THAT SHALL BE LIGHT METER INSPECTED FOR EGRESS ILLUMINATION REQUIREMENTS. (IBC SECTION 107,2.3, 1006 & 1008.1.6) RECEIVED CITY OF TUKWILA AUG 17 2018 PERMIT CENTER NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID � PERMIT SET / / . \ PLAN CHECK CORRECTION No: By: HF SM SM SM REVIEWED FOR CODE COMPLIANCE APPROVED A! 'C";8 City of Tukwila BUILDING DIVISION 1 Date: 07/09/18 07/16/18 07/18/18 08/17/18 GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 Bielciu BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 2ND FLOOR LIFE SAFETY PLAN Sheet Title: 8 S RII ililI I AKr'7Nlifl t_ UI ANS ) A RK DOUGLAS EVANS 'I 111 IN M{,1IIN,.flq Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HF Reviewed By: SM / ME Approved By: SM / ME AN -2 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY TME CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 7/18/2016 4:28:21 PM File GENERAL NOTES GENERAL SYMBOLS 1. THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE GOVERNING CODES, RULES AND REGULATIONS ARE COLLECTIVELY REFERRED TO AS "THE CODE." THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS DISCOVERED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK. 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE ON REGULAR OR OVERTIME BASIS, AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR. ALL WORK SHALL CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN PRIOR TO SUBMISSION OF BID. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUB- CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES AND CHANGE ORDERS. 4. THE CONTRACTOR SHALL COORDINATE WITH BUILDING MANAGEMENT THE STORAGE OF MATERIALS AND SHALL PROVIDE PROTECTION AS NECESSARY TO PREVENT VANDALISM AND LOSS OF MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS AND WILL REPAIR AND REPLACE DAMAGE OR LOSSES AT THE CONTRACTORS EXPENSE WITHOUT CHARGE TO THE OWNER. 5. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL: A. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO TENANT SPACES AND ALLOWABLE NOISE LEVEL DURING TENANT BUSINESS HOURS B. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR TENANTS OF BUILDING. C. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT CAUSE INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND APPROVALS. THE CONTRACTOR SHALL PROPERLY PROTECT ALL FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC AREAS SUBJECT TO CONSTRUCTION TRAFFIC. SHOE WIPING MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN CONSTRUCTION AREAS AND ALL PUBLIC SPACES. ALL ACTIVE AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. D. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, DUST -PROOF PARTITIONS, BARRICADES, FENCES AND WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, AND TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION WHICH 15 TO BE LEFT IN PLACE. E. FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE SHEET METAL AND AIR CONDITIONING NATIONAL CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION 2007, ANSI/SMACNA D08-2008 (CHAPTER 3). PROTECT STORED ON-SITE AND INSTALLED ABSORPTIVE MATERIALS FROM MOISTURE DAMAGE. F. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED DURING CONSTRUCTION, FILTRATION MEDIA WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 MUST BE USED AT EACH RETURN AIR GRILLE. 6. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE. 7. THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL PROVIDE PUBUC PROTECTION, AS NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES. 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS AND THE PROGRESS OF WORK. 9. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL BUILDING CODE AND OTHER GOVERNING ENTITY REQUIREMENTS. ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE, UNO. 10. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT AND THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED TO, WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, ELEVATORS, DOORS AND FRAMES, ELECTRICAL AND AIR- CONDITIONING EQUIPMENT. THE CONTRACTOR SHALL PROTECT ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOR'S WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION. PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED AT THE COST OF THE CONTRACTOR. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS. IF THE CONTRACTOR FAILS TO COMPLETE THE REPAIRS IN A TIMELY FASHION, SAID REPAIRS WILL BE MADE BY A CONTRACTOR SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK CHARGED ACCORDINGLY. 11. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMI FCS THE LANDLORD, THE TENANT, AND ARCHITECT AGAINST ANY AND ALL CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF ANY PERSON, FIRM OR INDIVIDUAL, OR FOR PERSONAL INJURIES (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, BY THE EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND 29 TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEY'S FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE 30 OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR EMPLOYEES. 14. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT FINISHED WORK FROM DAMAGE. IMMEDIATELY PRIOR TO TENANT OCCUPANCY, THE CONTRACTOR SHALL PERFORM FINAL CLEANING OF THE WORK AREA INCLUDING, BUT NOT LIMITED TO, WET WIPING OF FURNITURE, AND CASEWORK, WASHING AND WAXING OF VCT FLOORING AND THE VACUMING OF CARPET. ALL CLEANING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 15. THE GENERAL CONTRACTOR I5 RESPONSIBLE FOR COORDINATING THE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. IT IS EXPECTED THAT THE GENERAL CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH THAT OF ALL OTHER VENDORS RETAINED BY THE CLIENT TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS WITHOUT DELAY. 16. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND ANY DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION 1 -IAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO THE ARCHITECT PRIOR TO FINALIZING BIDS OR COMMENCEMENT OF ANY CONSTRUCTION. 17. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING THE BID SELECTION PERIOD. ANY AND ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS NOT ITEMIZED IN THE BID PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS WORK. 18. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD. NEITHER THE OWNER NOR THE ARCHITECT IS RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION. EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. 19. WITHIN ONE (1) WEEK (FIVE BUSINESS DAYS), OF THE AWARD OF THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK, AND ALL RELATED WORK FOR COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED COMPLETION DATE. 20. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL ATTEND JOB MEETINGS REQUIRED BY THIS CONTRACT. 21. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT PRIOR TO START OF CONSTRUCTION. 22. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNO. 23. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ON ALL MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF THE SAME IN CONNECTION WITH THIS CONTRACT. 24. OF THE INEVITABLE WASTE THAT IS GENERATED, AS MANY OF THE WASTE MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED, SALVAGED, OR RECYCLED. WASTE DISPOSAL IN LANDFILLS SHALL BE MINIMIZED. CONTRACTOR SHALL COORDINATE WASTE MATERIALS HANDLING AND SEPARATION FOR ALL TRADES. CONTRACTOR SHALL PROVIDE SEPARATION, HANDLING, TRANSPORTATION, RECYCLING, SALVAGE, AND LAND -FILLING FOR ALL DEMOLITION AND WASTE MATERIALS. RECYCLABLE MATERIALS CAN BE COMMINGLED IN DUMPSTERS ON-SITE AS LONG AS PROVISION IS MADE FOR HAULING TO A TRANSFER STATION WHERE SEPARATION WILL OCCUR. TRANSFER STATION MUST PROVIDE DOCUMENTATION REPORTING TYPES OF MATERIALS SEPARATED BY LOAD AND PERCENTAGE OF EACH LOAD. FINAL DESTINATION OF SORTED MATERIALS MUST ALSO BE REPORTED. DIVERSION GOALS: A MINIMUM 75% OF TOTAL PROJECT WASTE SHALL BE DIVERTED FROM LANDFILL. THE FOLLOWING WASTE CATEGORIES, AT A MINIMUM, SHALL BE DIVERTED FROM LANDFILL: A. CLEAN DIMENSIONED WOOD, PALLET WOOD B. PLYWOOD, OSB, AND PARTICLE BOARD C. CONCRETE D. CARDBOARD, PAPER, PACKAGING E. METALS F. GYPSUM DRYWALL (UNPAINTED) G. ACOUSTIC TILE H. PAINT I. GLASS J. PLASTICS K. CARPET AND PAD L. BEVERAGE CONTAINERS 25. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS, MAINTAIN AND PAY ALL COSTS FOR TEMPORARY WATER, PLUMBING, POWER, LIGHTING, HEATING OR VENTILATION REQUIRED TO PROPERLY CONDUCT THE WORK. 26. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES BE ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE OFFICE OF THE ARCHITECT. 27. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS AND ELEVATIONS. 28. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 12. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE 31 PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB- CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. • THE CONTRACTOR AND EACH SUB -CONTRACTOR SHALL WARRANTY ALL WORK PERFORMED BY THEM DIRECTLY FOR A MINIMUM PERIOD OF ONE (1) YEAR, OR AS SPECIFIED IN THE CONSTRUCTION CONTRACT. ALL DEFECTS OCCURING IN THE GUARANTEED PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST. 32. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS OTHERWISE AGREED UPON. WHERE THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE, OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED OUT SHALL BE FURNISHED IN ALL CASES. 33. FOR ALL MATERIALS PURCHASED, THE CONTRACTOR SHALL FURNISH MATERIALS WHICH YIELD THE HIGHEST PERCENT OF PRE - CONSUMER (POST-INDUSTRIAL) AND POST -CONSUMER RECYCLED CONTENT. THE CONTRACTOR SHALL FURNISH THESE MATERIALS WITHIN THE PARAMETERS OF THE BUDGET AND SHALL NOT PURCHASE ANY COST -ADDING MATERIAL OR PAY A PREMIUM (MORE THAN FAIR MARKET VALUE) WITHOUT PROJECT MANAGER AND OWNER ACKNOWLEDGEMENT AND APPROVAL. 34. FOR ALL MATERIALS PURCHASED, THE CONTRACTOR SHALL FURNISH MATERIALS MANUFACTURED WITHIN A 500 MILE RADIUS OF THE PROJECT SITE WHERE AVAILABLE, WITHIN BUDGET, WITHIN FAIR MARKET VALUE AND DO NOT PRESENT RISK TO THE PROJECT SCHEDULE. THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SITE AT ALL TIMES DURING NORMAL WORKING HOURS. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK, EXCEPT WHERE NOTED AS NOT IN CONTRACT (N.I.C.). 35. FOR ALL NEW WOOD PRODUCTS, INCLUDING BUT NOT LIMITED TO PARTICLE BOARD, MDF, PLYWOOD, OSB AND WOOD DOORS, THE CONTRACTOR SHALL FURNISH MATERIALS THAT CONTAIN NO ADDED UREA-FORMADALHYDE. 36. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD CONDITIONS. REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK 37. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MECHANICS AND TRADES PERSONS SKILLED IN THEIR RESPECTIVE TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. 38. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND DELIVERY TIMES FOR ALL SPECIFIED MATERIALS AND EQUIPMENT REQUIRED TO PERFORM THE WORK UPON RECEIPT OF THE CONTRACT DOCUMENTS. SHOULD THE AVAILABILITY OF SPECIFIED ITEMS POSE A DELAY TO THE ON-TIME COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT ACCEPTABLE. 39. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON THE INFORMATION FURNISHED BY THE CONTRACTOR. SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY BE USED. 40. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY THE ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT SPECIFIED. IF THE CONTRACTOR, THE OWNER, OR THE OWNER'S REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF ATTACHMENT, REVISES A CONSTRUCTION DETAIL OR IN ANY WAY ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE ARCHITECT, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURE(S) AND PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE. 41. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM ISA COMPONENT. 42. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 43. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNI FSS THE ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE DEVIATIONS AT THE TIME OF SUBMISSION. 44. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTORS OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY FOR ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING "FIELD MEASURE." 45. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. 46. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH ARCHITECTS REVIEW IS REQUIRED. 47. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR SHALL PREPARE A "PUNCHLIST' OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE ARCHITECT. 48. THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL PHASES OF CONSTRUCTION. 49. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS RECORD DRAWINGS FOR ALL RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, INCLUDING ALL PUNCHUST ITEMS, THIS INFORMATION SHALL BE NEATLY TRANSFERRED BY THE CONTRACTOR TO A SET OF DRAWINGS, WHICH SHALL BE MARKED "AS BUILT SET" AND COPIES SHALL BE PROVIDED TO BOTH THE OWNER AND THE ARCHITECT. WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OF THE RECEIPT OF THE "AS BUILT SET." APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR SHALL BE GRANTED, OR REASONABLE CAUSE SHOWN WHY SUCH APPROVAL HAS BEEN DENIED. 50 PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF MANUFACTURERS'CATALOG, OPERATING INSTRUCTIONS, START-UP CHECK USTS, MAINTENANCE INSTRUCTIONS AND SIMILAR DATA, AS WELL AS ALL GUARANTEE(S) FOR ALL EQUIPMENT AND OPERABLE DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL SUCH EQUIPMENT. SHEET NUMBER Al -1 SHEET NUMBER SHEET GROUP - DISCIPLINE CODE NORTH ARROW NORTH PLAN NORTH i' • -L_..._-_' -TRUE NORTH COLUMN SYMBOL & GRID LINES INTERIOR ELEVATION TAG GRAPHIC SCALE 0 1/2' 1' VERTICAL ELEVATION MATCH LINE 02/A2-1 DATUM POINT 4, 2 SPOT ELEVATION Level Name Elevation Level Name Elevation ~ TT CENTERLINE -- SHEET NUMBER ---- DETAIL NUMBER BREAK LINE LEADERS 2' ELEVATION DESIGNATION SHEET NUMBER / NOTE & KEYNOTE LEADER AREA & EQUIPMENT TAG LEADER ROOM NAME AND NUMBER TAG PARTITION TAG Room Name 101 FURNITURE TAG L li FURNITURE TAG EQUIPMENT TAG )0(99 EQUIPMENT TAG KEYNOTE 100 - TAG NUMBER ALIGNMENT NEW CONSTRUCTION TO ALIGN OR FLUSH WITH EXISTING CONSTRUCTION OBJECT STATE 213 3A- 11 WINDOW TYPE TAG DRAWING REVISIONS REVISION NUMBER - REVISION DELTA ALIGN E EXISTING TO REMAIN N R X DOORS NEW RELOCATED EXISTING TO BE REMOVED EXISTING DOOR TO REMAIN NEW / RELOCATED / MODIFIED DOOR EXISTING DOOR TO BE REMOVED ■ BUILDING SECTION TAG SECTION DESIGNATION dif l A7-1 L - - SHEET NUMBER WALL SECTION TAG - SECTION DESIGNATION A7-1 - SHEET NUMBER DETAIL SECTION TAG A7-1, - SECTION DESIGNATION - SHEET NUMBER EXTERIOR ELEVATION TAG SECTION DESIGNATION A 1 A7-1 SHEET NUMBER PARTIAL PLAN & DETAIL TAG r 1 1 LJ DRAWING TITLE A7-1 1 1 PLAN OR DETAIL , SIM DESIGNATION 1 A6-1 SIMILAR DETAIL View Name 1/8" = 1'-0" - SHEET NUMBER WALL TYPE LEGEND TITLE SCALE DETAIL NUMBER SHEET NUMBER NOT IN CONTRACT (NIC) EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION _ _ = EXISTING CONSTRUCTION TO BE REMOVED - - - - - OVERHEAD SOFFIT/UPPER CABINET DEMOUNTABLE PARTITION (BY CONTRACTOR) DEMOUNTABLE PARTITION (BY VENDOR) GLAZING PARTIAL HEIGHT WALL RAISED FLOORING FIRE EXTINGUISHER FEC SURFACE MOUNTED CABINET RECESSED CABINET WALL MOUNTED W/0 CABINET PLUMBING FIXTURES i.1 TOILET URINAL SINK - COUNTER MOUNTED SINK - WALL MOUNTED TOILET PARTITION MOP - UTILITY SINK X SHOWER Q BI -LEVEL WATER COOLER D18-0219 ABBREVIATIONS A A/C A/C UNIT A/E NV ACT ADJ AFF AHJ AHU ALT ALUM ANOD APPROX ARCH AUTO AVG B B/5 BETW BEV BLDG BLK BLKG BSMT BTM BTU C CER CF CJ CL CLG CLOS CLR CMU COL CONC CONSTR CONT CONTR CORR CPT CT CTR CU FT D D DBL DEG DEMO DEPT DF DIAG DIAM DISP DN DR DTL DWG DWR E E EA EF EJ ELEC ELEV EMERG ENOL ENGR ENTR EQ EQUIP EW EWC EXH EXIST EXP EXT F FC FCO FD FE FEC FF FHC FIG FIN FIXT FLEX FLOUR FLR FOC FOM FOS FP FPL FRTWD FT FURR FWC G GALV GC GEN GFI AIR CONDITIONING AIR CONDITIONING UNIT ARCHITECT/ENGINEER AUDIO VISUAL ACOUSTICAL CEILING TILE ADJACENT ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT ALTERNATE(ING) ALUMINUM ANODIZED APPROXIMATE ARCHITECT AUTOMATIC AVERAGE BUILDING STANDARD BETWEEN BEVELED BUILDING BLOCK BLOCKING BASEMENT BOTTOM BRITISH THERMAL UNIT CERAMIC CUBIC FEET CONTROL JOINT CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CARPET CERAMIC TILE CENTER CUBIC FEET DEPTH DOUBLE DEGREES DEMOLITION or DEMOLISH DEPARTMENT DRINKING FOUNTAIN DIAGONAL DIAMETER DISPENSER DOWN DOOR(S) DETAIL DRAWING DRAWER EAST EACH EXHAUST FAN EXPANSION JOIN ELECTRIC(CAL) ELEVATION or ELEVATOR EMERGENCY ENCLOSURE ENGINEER ENTRANCE EQUAL EQUIPMENT EACH WAY ELECTRIC WATER COOLER EXHAUST EXISTING EXPANSION EXTERNAL or EXTERIOR G GL GRD GWB GYP FOOT CANDLES FLOOR CLEAN OUT FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE HOSE CABINET FIGURE FINISH FDCTURE FLEXIBLE FLOURESCENT FLOOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FIRE PROTECTIONS FABRIC PANEL FIRE RETARDENT TREATED WOOD FOOT or FEET FURRING FABRIC WALLCOVERING GALVANIZED GENERAL CONTRACTOR GENERAL or GENERATOR GROUND FAULT INTERRUPTER H H HB HC HOW HEX HM HORIZ HR HT HTG HTR HVAC HW HWY I IN INCAND INCL INFO INSUL INT GLASS or GLAZING GROUND GYPSUM WALL BOARD GYPSUM HIGH HOSE BIB HOLLOW CORE HARDWARE HEXAGONAL HOLLOW METAL NORIZONTAL HOUR HEIGHT HEATING HEATER HEATING VENTILATION & AIR COND. HOT WATER HIGHWAY INCHES INCANDESCENT INCWDE(ING) or INCLUSIVE INFORMATION INSULATION INTERIOR 3 JAN CLOS JANITOR'S CLOSET JB JUNCTION BOX JST JOIST JT JOINT K KD KIT L L LAM LAV LF LH LHR LL LONG LVL LVT M M HAL MAINT MAS MATL MAX MECH MED MEZZ MFR MIN MISC MO MTG MTL N N N/A NE NEC NEG NIC NO NOM NRC NTS NW O OC OCC OFF OH OPG OPP OZ P # Ib % PART PASS PED PERF PERP PL PLAM PLAS PLYWD POS PR PREFAB PROJ PROP PSF PSI PT PTN KNOCK DOWN KITCHEN LOW LAMINATE(D) LAVATORY LINEAR FEET LEFT HAND LEFT HAND REVERSE LIVE LOAD LONGITUDINAL LEVEL LUXURY VINYL TILE METAL HALIDE MAINTENANCE MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEZZANINE MANUFACTURER MINUMUM MISCELLANEOUS MASONRY OPENING MOUNTING METAL NORTH NOT APPLICABLE/NOT AVAILABLE NORTHEAST NATIONAL ELECTRIC CODE NEGATIVE NOT IN CONTRACT NUMBER NOMINAL NOISE REDUCTION COEFFICIENT NOT TO SCALE NORTHWEST ON CENTER OCCUPANCY or OCCUPANT OFFICE OVERHEAD OPENING OPPOSITE OUNCE(S) POUND PERCENT PARTIAL PASSAGE PEDESTAL PERFORATED PERPENDICULAR PLATE or PROPERTY LINE PLASTIC LAMINATE PLASTIC PLYWOOD POSITIVE PAIR PREFABRICATED PROJECT or PROJECTED Q QT QTY R R or RAD RB RBR RCP RECEPT RECT REF REINF REQ'D RET REV RH RHR RM RO ROW RPM RSF RT RTU RWC S S SAN SB SC SCHED SCHEM SE SECT SF SHWR SIM SPEC SPKR SQ SQ FT SSTL ST STD STL STOR STRUCT SUSP SW SYMB SYS T T T&B T&G TSTAT TB TDB TEL TEMP TERR TG THK THRES THRU TOC TOS TOW TRANSF TYP U UC UL UNO UPS UR USF UTIL V V VAP RET VAR VB VCT VENT VERT VEST VIF VOL VTR VWC W W W/ W/0 WB WC WD WF PROPERTY or PROPOSAL WH POUNDS PER SQUARE FOOT WPT POUNDS PER SQUARE INCH wr PAINT WWF PARTITION QUARRY TILE QUANTITY RADIUS RUBBER BASE RUBBER REFLECTED CEILING PLAN RECEPTACLE RECTANGULAR REFERENCE REINFORCING or REINFORCEMENT REQUIRED RETURN REVISE or REVISION RIGHT HAND RIGHT HAND REVERSE ROOM ROUGH OPENING RIGHT OF WAY REVOLUTIONS PER MINUTE RENTABLE SQUARE FEET RUBBER TILE ROOF TOP UNIT RAINWATER CONDUCTOR SOUTH SANITARY STONE BASE SOLID CORE SCHEDULE SCHEMATIC SOUTHEAST SECTION SQUARE FOOTAGE SHOWER SIMILIAR SPECIFICATION(S) SPEAKER SQUARE SQUARE FOOT STAINLESS STEEL STREET STANDARD STEEL STORAGE STRUCTURE or STRUCTURAL SUSPENDED SOUTHWEST SYMBOL SYSTEM TREAD(S) or TILE TOP & BOTTOM TONGUE & GROOVE THERMOSTAT TILE BASE TO BE DETERMINED TELEPHONE TEMPORARY or TEMPERATURE TERRAZZO TEMPERED GLAZING THICK THRESHOLD THROUGH TOP OF CONCRETE/CURB TOP OF STEEL TOP OF WALL TRANSFORMER TYPICAL UNDERCUT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UNINTERRUPTABLE POWER SUPPLY URINAL USABLE SQUARE FOOTAGE UTILITY VOLT or VENT VAPOR RETARDER VARIES VINYL BASE VINYL COMPOSITION TILE VENTILITATION VERTICAL VESTIBULE VERIFY IN FIELD VOLUME VENT THROUGH ROOF VINYL WALL COVERING WEST or WATT WITH WITHOUT WOOD BASE WATER CLOSET (TOILET) WOOD (SOFTWOOD) WIDE FLANGE STEEL WATER HEATER WATERPROOF WORKING POINT WEIGHT WEU ED WIRE FABRIC iULt9zat SI. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT THAT MOLD OR ASBESTOS IS H SHALL ARRANGE FOR THE PROMPT UNCOVERED. THE OWNER SHALL RETAIN A QUALIFIED CONSULTANT WHO IDENTIFICATION, TESTING, TREATMENT, REMEDIATION AND STORAGE OF THE MOLD OR ASBESTOS AS REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED TO THESE MATERIALS. 52. THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN TESTED FOR LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS MATERIALS. THE CONTRACTOR SHALL USE ALL APPROPRIATE PRECAUTIONS IN THE CARRYING OUT OF ALL CONSTRUCTION OPERATIONS WHICH MIGHT DISTURB SUCH MATERIALS. GENERAL NOTES (CONT.) 53. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBUC LIABILITY INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES HAVING JURISDICTION AND COMPLYING WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: No: By: Date: ISSUED FOR REVIEW HF 07/09/18 ISSUED FOR BID SM 07/16/18 PERMIT SET SM 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED AUG City of Tukwila BUILDING DIVISION 1 GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: GENERAL NOTES Sheet Title: 84159 RIGIS IIRO) ARC/1111 t 1 o‘r-S MARK DOUGLAS EVANS %I.%II 131 W'AsIIINurfrN Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: Reviewed By: Approved By: AN -3 HF SM / ME SM / ME ALL DIMENSIONS AND CONDITIONS MUST BE CHEERED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 7/18/2018 4:21:56 PM Filename: U:\Prof\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\ DRAWINGS \ARCH\CD\GCC-BECU-A0-1.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb CH) f ` j '� `T e j 11 KBS ` j 10@p) SM / AP__L=4-1 \\� , it__� /' n1 It / I�� = ASM II 111 I k �BJ 6, II nllr\ 11 / 1111 \ 1 / 11111 \ 11 / SMTP) rrJJ 6 \\ IF _1 �_ > _ rr- --�� F -IP L--ter--T 9 F=IZ— 11 \ 1 11 1 \ II Ir—=� II I folk \' II �� IS -u 1 I 1 -(8P SM II E 1 411E II — _ JLTr , 114 '' ---___-h I ii FEC siA IP *@Pl I �I 1 'III --1-_d iSt - I I / (C-LPJ 11 11 Ik is 0A� WHTEBOARzZ O o0 I A I L/\J \ L = FEC J>Z — } -9 ELEC i \P BPH 1 41 �_JL_ 1ST FLOOR DEMOLITION PLAN 1/8" =11-0" DEMOLITION PLAN LEGEND o-{= r 11 \ u L__J Q ll 9FE Q FEC r K / H(BJ (p�Jl LJ /c -N CWL .— SM NOT IN CONTRACT (NIC) EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED EXISTING GLAZING TO BE REMOVED EXISTING DOOR ASSEMBLY TO REMAIN EXISTING DOOR, FRAME AND HARDWARE ASSEMBLY TO BE REMOVED EXISTING CASEWORK TO BE REMOVED EXISTING PLUMBING FIXTURES TO BE REMOVED EXISTING FIRE EXTINGUISHER AND CABINET TO BE REMOVED EXISTING POWER/DATA DEVICES TO BE REMOVED EXISTING J -BOX TO BE REMOVED EXISTING BLANK PLATE TO BE REMOVED EXISTING CEILING MOUNTED PROJECTOR/BRACKET TO BE REMOVED EXISTING CEILING MOUNTED POWER TO BE REMOVED EXISTING CEILING MOUNTED CABLE/DATA TO BE REMOVED EXISTING SWITCH TO BE MOVED EXISTING COPPER WATER UNE TO BE REMOVED 'SM' = SURFACE MOUNTED EXISTING WALL MOUNTED ELECTRICAL RACE WAY 1r DISPLAY CASE 1 I4r kfr � BpTI' L, `BJ DISPLAY CASE r - II op) 1/4p) 11 (C)L1J (Pi I I I1 NEMA4 1111 \7 (319 1/41i It3P) \ ” _IN BBDARD_ Ir -r DISPIAY ra 4F a- -fit- --ate PP �'WEL 6_ _al�� r IL( PAN LR\RACKET RACK 41. 11 11 11 B 411 I I I I I I I1 41 I I 444p 4p I I Jr /Y ! I tl`fl' 11, ANF 1 41` 4r Jh izq DEMOLITION GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION, AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVALS OF OTHER TRADES; REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE. 2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW WORK. 3. THE CONTRACTOR SHALL DO ALL CUl"IING, PATCHING AND REPAIRING REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL CUTTING AND REMOVALS SHALL BE DONE NEATLY. 4. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BE RETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF DEFECTS. FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION, CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, THE CONDITION AND FUNCTIONALITY OF THE ITEM(S) PRIOR TO REMOVAL. ANY DAMAGE TO ITEM(S) NOT DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 6. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE ]OB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF REMOVALS. 7. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD OF DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR BUILDING. UPON COMPLETION OF WORK, REMOVE BARRIERS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT. PROTECT HVAC SYSTEM FROM DUST & DEBRIS. CONTRACTOR TO PROVIDE FILTER MEDIA TO COVER THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIR FILTERS AT MECHANICAL UNITS AT THE COMPLETION OF CONSTRUCTION. 8. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. ANNOYANCES AND DISTURBANCES TO OTHER OCCUPANTS, PERSONNEL AND EMPLOYEES SHALL BE KEPT TO THE MINIMUM NECESSARY FOR THE PERFORMANCE OF THE WORK. 9. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THE BUILDING PRIOR TO IMPLEMENTATION. 10. REMOVE ABANDONED PLUMBING LINES BACK TO THE RISERS, AND CAP. 1 LEC. Ir IELj — E ENDPLAY CASE 1 %T WHITE BOARD r 1\\ / 1 Q-� J \ NORTH 11. REMOVE ABANDONED WIRING BACK TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED CIRCUITS. PROVIDE TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ELECTRICAL MAKE -SAFE DURING REMOVALS AND CONSTRUCTION. 12. REMOVE EXISTING FINISH MATERIALS (INCLUDING WALLCOVERING, FLOOR FINISHES, WALL BASE, ETC) THROUGHOUT, U.N.O. PREPARE SURFACES FOR NEW FINISHES. 13. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED. COORDINATE WITH OWNER. 14. REMOVE AND DISCARD ALL FLOOR FINISHES, FLASH PATCH, MASTIC AND ADHESIVES DOWN TO THE FLOOR STRUCTURE. 15. REMOVE ALL EXISTING MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET PAD, FLASH PATCH, ADHESIVES, CONCRETE FILL, PLYWOOD, ETC. 16. REMOVE ALL CEILING TILES AND GRID INCLUDING SUPPORTS AND HANGERS THROUGHOUT THE AREA OF WORK, U.N.O. 17. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES THAT ARE SCHEDULED FOR REUSE, U.N.O. 18. REMOVE ALL EXISTING LIGHT FIXTURES THROUGHOUT THE AREA OF WORK, U.N.O. 19. REMOVE ALL EXISTING PROJECTION SCREEN BRACKETS, CEILING MOUNTED POWER/DATA, AND WI -FI DEVICES TO BE REMOVED. 20. REMOVE ALL CABINETRY, SIGNAGE, CORNER GUARDS, SHELVING, EQUIPMENT, EXPOSED BLOCKING, WALL MOUNTED ACCESSORIES (CHALKBOARDS, WALL MOUNTED COAT HOOKS, SIGNAGE, PICTURES, EEC.) U.N.O. 21. EXISTING WINDOW TREATMENTS TO BE REMOVED THROUGHOUT THE AREA OF WORK. 22. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. 23.REMOVE ALL TOILET FIXTURES AND PARTITIONS, SINKS AND ACCESSORIES. EXISTING PLUMBING LOCATIONS TO REMAIN FOR FUTURE USE. CONFIRM LOCATION OF EXISTING FLOOR DRAIN. ADJUST TOP TO SUIT FLAT TILE INSTALLATION. 24. REMOVE ALL ABANDONED TELEPHONE AND DATA CABLING. /Y r\ m in m r • (l,1 f1, 1 • \ I (11 9 1( +44' J C�ItQILrvlI ll 1v1lj1lj /"11 /11 /11 /"1 W U! W L ®®B T 1/4"; f EXIST. IAA ir_i_.. jar\ MEN 0 0 .0 II EL EY 1)— DEMOLITION PLAN KEYNOTES 4J 001 EXISTING ELECTRICAL PANEL TO REMAIN. 002 EXISTING SERVER RACK TO BE REMOVED. SAVE FOR OWNER'S POSSIBLE REUSE AND RELOCATION. 003 EXISTING DRINKING FOUNTAINS TO BE REMOVED. KEEP EXISTING PLUMBING. 004 EXISTING FLOOR AND WALL TILES TO BE REMOVED. PREP SLAB FOR NEW TILE. 005 EXISTING VINYL FLOORING AT STAIR TO BE REMOVED. 006 EXISTING GWB SOFFIT WITH INTEGRATED LIGHT FIXTURES TO BE REMOVED. 007 EXISTING INTEGRATED LIGHT FIXTURES AND CEILING MOUNTED LIGHT FIXTURES TO BE REMOVED. GWB SOFFIT TO REMAIN. 008 EXISTING ELECTRICAL PANELS TO BE REMOVED. 009 EXISTING TELEPHONE BACKBOARD AND ASSOCIATED ELECTRICAL TO REMAIN. 010 EXISTING FIRE HOSE TO REMAIN. 011 EXISTING WALL MOUNTED ELECTRICAL RACE WAY TO BE REMOVED. 012 EXISTING THRESHOLD TO BE REMOVED. 013 G.C. TO VERIFY FIRE RATING OF EXISTING DOOR. REMOVE EXISTING DOOR AND FRAME ASSEMBLY AS NEEDED FOR FOR INSTALLATION OF NEW CARD READER. SALVAGE FOR FUTURE USE. COORDINATE STORAGE WITH BUILDING OWNER. A T L �1 rr JUL 1 9 294.3 D18-0219 NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206)223-4990 Description: No: By: Date: ISSUED FOR REVIEW HF 07/09/18 ISSUED FOR BID SM 07/16/18 PERMIT SET SM 07/18/18 REVIEWED FOR CODEPCOMPLIANCE PROVED AUG E118 City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 eIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 1ST FLOOR DEMOLITION PLAN Sheet Title: 8454) RI"( altil l,; jtLai. -ARCM IP( 'I MARK DOUGLAS EVAN . t1111.IH tA'itilflm,1(FN Proj. No: Drawn By: Project Manager: 17.03424.00 Designer: HF Reviewed By: SM Approved By: A0-1 HF SM / ME SM / ME ALL DIMENSIONS AND CONDEUONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUBCONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK ® NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Date: 7/18/2018 4:22:02 PM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Or N\DRAWINGS\ARCH\CD\GCC-BECU-A0-2.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb T EST m 19 (BPI WHITE BOARD+96"__,- - - 7.1" X — -V — -In ---rfr >r" WHITE BOARD 1 L TACK BOARD — �= DISPLAY CASE 41.P) NEMA rJ FE FEC FE ELEC: rr PANEL Ly \JILL I I I FEC 111 LJ L J ELEC. PANEL FE TACK aOARO A�dy.d� � 4 t4 I iia el I` FE t- 4' 1-1&-1, `�11 S /� � L J 113 LJ CH # II -11 BP` IP L DISPLAY CASE !Wham P- -C -WHITE BOARD —Ayr `LEC. 11 It IPANEV PHEW IPt I I 2ND FLOOR DEMOLITION PLAN 1/8" = 1'-0" DEMOLITION PLAN LEGEND o �_ \ 1 \ F I L --J l) 9FE fl FEC K JJ H'(BP (pi\ r1 L&J (C> Kf} CWL SM NOT IN CONTRACT (NIC) EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED EXISTING GLAZING TO BE REMOVED EXISTING DOOR ASSEMBLY TO REMAIN EXISTING DOOR, FRAME AND HARDWARE ASSEMBLY TO BE REMOVED EXISTING CASEWORK TO BE REMOVED EXISTING PLUMBING FIXTURES TO BE REMOVED EXISTING FIRE EXTINGUISHER AND CABINET TO BE REMOVED EXISTING POWER/DATA DEVICES TO BE REMOVED EXISTING J -BOX TO BE REMOVED EXISTING BLANK PLATE TO BE REMOVED EXISTING CEILING MOUNTED PROJECTOR/BRACKETTO BE REMOVED EXISTING CEILING MOUNTED POWER TO BE REMOVED EXISTING CEILING MOUNTED CABLE/DATA TO BE REMOVED EXISTING POWER POLE TO BE REMOVED EXISTING SWITCH TO BE MOVED EXISTING COPPER WATER LINE TO BE REMOVED 'SM' = SURFACE MOUNTED LJ L J r DISPLAY CASE SM STAIR -1 DN 9 P. h r \ (11� I / I WHITE BOARD _ I(BP I �p1 WHITE BOARD 161,116A / Ju_1_� +965 Thn 1 WHTE BOARD 41% 4` II DIG s DEMOLITION GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID WNSTRUCTION, AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVALS OF OTHER TRADES; REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE. 2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW WORK. 3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL CUTTING AND REMOVALS SHALL BE DONE NEATLY. 4. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BE RETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF DEFECTS. FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION, CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, THE CONDITION AND FUNCTIONALITY OF THE ITEM(S) PRIOR TO REMOVAL ANY DAMAGE TO ITEM(S) NOT DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 6. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF REMOVALS. 7. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD OF DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR BUILDING. UPON COMPLETION OF WORK, REMOVE BARRIERS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT. PROTECT HVAC SYSTEM FROM DUST & DEBRIS. CONTRACTOR TO PROVIDE FILTER MEDIA TO COVER THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIR FILTERS AT MECHANICAL UNITS AT THE COMPLETION OF CONSTRUCTION. 8. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. ANNOYANCES AND DISTURBANCES TO OTHER OCCUPANTS, PERSONNEL AND EMPLOYEES SHALL BE KEPT TO THE MINIMUM NECESSARY FOR THE PERFORMANCE OF THE WORK. 9. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THE BUILDING PRIOR TO IMPLEMENTATION. 10. REMOVE ABANDONED PLUMBING LINES BACK TO THE RISERS, AND CAP. 7 FE -9 7 - DISPLAY DISPLAY CASE EC I . pANEV L JL_ NORTH 11. REMOVE ABANDONED WIRING BACK TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED CIRCUITS. PROVIDE TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ELECTRICAL MAKE -SAFE DURING REMOVALS AND CONSTRUCTION. 12. REMOVE EXISTING FINISH MATERIALS (INCLUDING WALLCOVERING, FLOOR FINISHES, WALL BASE, ETC) THROUGHOUT, U.N.O. PREPARE SURFACES FOR NEW FINISHES. 13. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED. COORDINATE WITH OWNER. 14. REMOVE AND DISCARD ALL FLOOR FINISHES, FLASH PATCH, MASTIC AND ADHESIVES DOWN TO THE FLOOR STRUCTURE. 15. REMOVE ALL EXISTING MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET PAD, FLASH PATCH, ADHESIVES, CONCRETE FILL, PLYWOOD, ETC. 16. REMOVE ALL CEILING TILES AND GRID INCLUDING SUPPORTS AND HANGERS THROUGHOUT THE AREA OF WORK, U.N.O. 17. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES THAT ARE SCHEDULED FOR REUSE, U.N.O. 18. REMOVE ALL EXISTING LIGHT FIXTURES THROUGHOUT THE AREA OF WORK, U.N.O. 19. REMOVE ALL EXISTING PROJECTION SCREEN BRACKETS, CEILING MOUNTED POWER/DATA, AND WI -FI DEVICES TO BE REMOVED. 20. REMOVE ALL CABINETRY, SIGNAGE, CORNER GUARDS, SHELVING, EQUIPMENT, EXPOSED BLOCKING, WALL MOUNTED ACCESSORIES (CHALKBOARDS, WALL MOUNTED COAT HOOKS, SIGNAGE, PICTURES, ETC.) U.N.O. 21. DUSTING WINDOW TREATMENTS TO BE REMOVED THROUGHOUT' THE AREA OF WORK. 22. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. 23. REMOVE ALL TOILET FIXTURES, PARTITION, SINKS AND ACCESSORIES. EXISTING PLUMBING LOCATIONS TO REMAIN FOR FUTURE USE. CONFIRM LOCATION OF EXISTING FLOOR DRAIN. ADJUST TOP TO SUIT FLAT TILE INSTALLATION. 24. REMOVE ALL ABANDONED TELEPHONE AND DATA CABLING. 1 P +44" 61 6A+44" 1 j Q3P) I I� " I 1 fo'rFE Y +44" e 4 reel 111 / 11 J 11 L / 11 - 21'-0" CcD i) 6'-0" 0 0 0 EXIST. WOMEN R EXIST. MEN 0 0 0 i(ep L / +44" DEMOLITION PLAN KEYNOTES 001 EXISTING ELECTRIC PANEL TO REMAIN. 002 EXISTING ELECTRICAL SERVER RACK TO BE REMOVED. SAVE FOR OWNER'S POSSIBLE REUSE AND RELOCATION. 003 EXISTING WATER FOUNTAINS 10 BE REMOVED. KEEP EXISTING PLUMBING. 004 EXISTING FLOOR AND WALL TILES TO BE REMOVED. PREP SLAB FOR NEW 005 006 007 008 009 010 TILE. DUSTING VINYL FLOORING AT STAIR TO BE REMOVED. EXISTING GWB SOFFIT WITH INTEGRATED LIGHT FIXTURES TO BE REMOVED. EXISTING INTEGRATED LIGHT FIXTURES AND CEILING MOUNTED LIGHT FIXTURES TO BE REMOVED. EXISTING GWB SOFFIT TO REMAIN. EXISTING ELECTRIC PANELS TO BE REMOVED. EXISTING TELEPHONE BACKBOARD AND ASSOCIATED ELECTRICAL TO REMAIN. EXISTING FIRE HOSE TO REMAIN. RECEIVED OF SLJ 1��.ri c:'b A � , Y. v:1 JUL 1 9 2018 018-0219 ;T CENTER NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: R CODE COM APPROVED VIEWED FOR PLIANCE AUG F' 0'!1& City of Tukwila BUILDING DIVISION By: Date: HF 07/09/18 SM 07/16/18 SM 07/18/18 GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BlElclu BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 2ND FLOOR DEMOTION PLAN Sheet Title: N459 ' R11ifs ItK> Afttilitli • ij I. ,.Flrl, St r,s MARK DOUGLAS EVAPJS -- .f II TTI µINN.\[r 1111N Pro). No: 17.03424.00 Drawn By: HF Project Manager: SM Designer: HF Reviewed By: SM / ME Approved By: SM / ME A0-2 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORM NG TME WORK THE PROJECT MANAGER SHALL BE NOTIFIED IN ^^cTcC inr .. cc- zr. I•y. : 7/1.8/2018 4:22:12 PM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\ DRAWINGS \ARCH\CD\GCC-BECU-Al-1.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb OPEN OFFICE 112 COLLABORATION AREA 111 1ST FLOOR CONSTRUCTION PLAN 1/8" - 1'-0" CONSTRUCTION GENERAL NOTES 11 TAIR-2 7-0" 14-6" OPEN OFFICE 114 X 14'-6" UP IDF 113 R1 OFFICE 115 OFFICE 116 ELEC. CLOS. 110 105 UP STAIR -1 COLLABORATION AREA 119 13 M) FEC HALLWAY 127 A6-1 118 CONFERENCE 105 117 WELLNESS, 120 101 102 OPEN OFFICE 106 103 PHONE 104 ENTRY 100 1. CONFLICTS BETWEEN SITE CONDmONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N.O. 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. DIMENSIONS NOTED "HOLD" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN f 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED WITHOUT EXCEPTION. DIMENSIONS MARKED * MEAN A VARIANCE NOT GREATER THAN 1 INCH, VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, U.N.O. 4. ALL EXISTING PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED/REPAIRED AS NECESSARY TO MATCH ADJACENT SURFACES. 5. ALL GLASS SHALL BE CLEAR TEMPERED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN & POLISH ALL GLASS PRIOR TO PROJECT DELNERY. 6. ALL PARTITIONS ARE TYPE 1E & 1F U.N.O. ALL INFILL OF DOORS/WALLS/OPENINGS SHALL MATCH AND BE FLUSH WITH EXISTING ADJACENT PARTITION CONSTRUCTION. 7. PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS SHALL ACCOMMODATE FULL CONCEALMENT OF RECESSED CABINETS OR PARTIAL CONCEALMENT OF SEMI -RECESSED CABINETS AS SPECIFIED BY THE MANUFACTURER. REFER TO MOUNTING HEIGHT DETAIL 5/A9-1. 8. WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 9. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT REQUIRE A LEVEL 5 FINISH, U.N.O. 10. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM. 11. REFER TO PARTITION TYPES FOR PARTITION THICKNESS. 12. ACOUSTICAL (SOUND -ISOLATION) PARTITIONS SHALL BE SEALED FOR FULL HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE AND FINISH ALL GYPSUM WALLBOARD JOINTS AND FASTENERS (INCLUDING ABOVE SUSPENDED CEILING). CAULK AT PERIMETER AND SEAL AT ALL PENETRATIONS. 13. WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING, SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THE CEILING GRID. PROVIDE TAPABLE METAL }BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6'-0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK PERIMETER AT TOP OF GWB BRACE TOP OF PARTITION PER DETAIL 2/A9-1. 14. PROVIDE BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLAN FOR WALL -MOUNTED MARKERBOARD, MONITORS & PROJECTION SCREENS; PROVIDE BLOCKING PER MANUFACTURERS REQUIREMENTS. 15. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR PARTITION, U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE 1'-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND 1'-0 CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 16. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOOR THICKNESS. 17. PROVIDE DOUBLE STUDS AT DOOR JAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS AT JAMBS. 18. PROVIDE DIAGONAL BRACING TO SLAB AT DOUBLE STUDS AT DOOR OPENINGS. 19. PROVIDE ALL NEW DOOR, FRAME, AND HARDWARE THROUGHOUT AREA OF WORK, U.N.O. 20. FIELD VERIFY EXISTING STUD CAVITY W LL BE ADEQUATE TO RECESS UNIT PRIOR TO CONSTRUCTION PLAN LEGEND NOT IN CONTRACT (NIC) EXISTING CONSTRUCTION TO REMAIN NEW GLAZING EXISTING DOOR TO REMAIN NEW DOOR NEW UPPER AND LOWER CASEWORK — — NEW WHITEBOARD WB FFC B/S RErFSSFD CABINET PER DETAIL 5/A9-1 (N = NEW) �I NEW CARDREADER NEW CONSTRUCTION TO ALIGN OR ♦� FLUSH WITH EXISTING CONSTRUCTION CWL.— NEW COLD WATER LINE NORTH 11, 0 o MEN'S 88 106 4 13 WOMEN'S 125 u 0 EXIST. MEN 00011 CONSTRUCTION PLAN KEYNOTES j 101 INSTALL NEW CARD READER. 102 PROVIDE BACKING AND MOUNT BRACKET FOR NEW WALL MOUNTED TV MONITOR OR WHITE BOARD. COORDINATE WITH TENANT FOR EXACT LOCATION AND REQUIREMENTS. 103 NOT USED. 104 INSTALL OWNER PROVIDED NEW WALL MOUNTED FIRST AID CABINET AND DEFIBRILLATOR. 105 EXISTING HANDRAIL TO BE REMOVED, REPAINTED/RESTAINED AND REINSTALLED WITH EXISTING HARDWARE. 106 INSTALL NEW PLUMBING FIXTURES AND ACCESSORIES. SEE ENLARGED PLANS AND DETAILS. 107 PROVIDE COPPER COLD WATER LINES FOR NEW COUNTER MOUNTED ICE MACHINE AND COFFEE MACHINE. ICE MACHINE TO BE TIED TO DRAIN. 108 PROVIDE EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. 2/ CFI'? Or: MK JUL 19 2013 PEP' 1'T CENTER D18-0219 NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LW 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: REVIEWED FOR CODE COMPLIANCE APPROVED AUG :' <' '110 City of Tukwila BUILDING DIVISION By: Date: HF 07/09/18 SM 07/16/18 SM 07/18/18 GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 1ST FLOOR CONSTRUCTION PLAN Sheet Title: 8450 141-1 tiII;jtias -Aftt111l l t I MARK DOUGLAS EVAN'S -- til ill 44 MASH/Me/0% Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HF Reviewed By: SM / ME Approved By: SM / ME A1-1 2.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: Plot Date: 7/18/2018 4:22:22 PM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\DRAWINGS \ARCH\CD\GCC-BE gQi OPEN OFFICE 212 H 101 1 I� STAIR -2 105 14'-6" GJ OPEN OFFICE 214 14'-6" 16'-0" DN LOUNGE/COLLABORATION 211 2ND FLOOR CONSTRUCTION PLAN 1/8" = 1'-0" FIRE HOSE IDF 213 <109> 0 v 104 FEC ELEC. CLOS. 210 R-1 R-1 OFFICE 215 102> OFFICE 216 B CONFERENCE 209 COPY 208 10 WB 9'-6' 1 w CONFERENCE 207 K/102 (102) 105 q COLLABORATION R-1; 205 102 CONFERENCE 217 STAIR -1 COLLABORATION 218 DN 011 MI FEC -1 B rn R-2 R-2 p OPEN OFFICE 206 7-0" Ay STORAGE 202 WL 5'-0" 1,31-0"4. CONFERENCE 201 12'-0" PHONE 203 PHONE 204 ENTRY 200 CONSTRUCTION GENERAL NOTES CONSTRUCTION PLAN LEGEND CONSTRUCTION PLAN KEYNOTES to 1. SEE SHEET A1-2. NOT IN CONTRACT (NIC) EXISTING CONSTRUCTION TO REMAIN R -X 0-0 NEW GLAZING (l 1 EXISTING DOOR TO REMAIN NEW DOOR NEW UPPER AND LOWER CASEWORK NEW CONSTRUCTION TO AUGN OR FLUSH WITH EXISTING CONSTRUCTION FEC B/S RECESSED CABINET PER DETAIL 5/A9-1 (N =NEW) 1:331 NEW CARDREADER CWL .- NEW COLD WATER UNE 101 INSTALL NEW CARD READER. 102 PROVIDE BACKING AND MOUNT BRACKET FOR NEW WALL MOUNTED TV MONITOR OR WHITE BOARD. COORDINATE WITH TENANT FOR EXACT LOCATION AND REQUIREMENTS. 103 NOT USED. 104 PROVIDE NEW WALL MOUNTED FIRST AID CABINET AND DEFIBRILLATOR. 105 EXISTING HANDRAIL TO BE REMOVED, REPAINTED/RESTAINED AND REINSTALLED WITH EXISTING HARDWARE. 106 INSTALL NEW PLUMBING FIXTURES, TOILET PARTITIONS AND ACCESSORIES. SEE ENLARGED PLANS AND DETAILS. 107 PROVIDE COPPER COLD WATER LINE FOR NEW FREE STANDING ICE MACHINE TO BE TIED TO CONDENSATE DRAIN. 108 PROVIDE COLD WATER COPPER LINE FOR NEW COFFEE MACHINE. 109 PROVIDE EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. El-) NORTH BREAK / MARKET 20'-8" 220 WOMEN'S 222 499 HALLWAY 221 Mik 1 1 13) o O o ir" 77 6 VIEXIST. MEN L 223 y (AD D18-0219 1 9 2U18 NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: No: By: Date: ISSUED FOR REVIEW HF 07/09/18 ISSUED FOR BID SM 07/16/18 PERMIT SET SM 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED 129 2 : 201E City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 2ND FLOOR CONSTRUCTION PLAN Sheet Title: X459 RFt clti l'jai} +1R(i11.(I , •• "be' MARIE DOUGLAS EYAPIs - .r till tH u mill.\t�InN Pro]. No: 17.03424.00 Drawn By: HF Project Manager: SM Designer: Reviewed By: Approved By: A1-2 HF SM / ME SM/ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED BIEICIU CD\GCC-13ECU-A2-t.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb K ECU\WA\17.03 0 5 E c LL n N Plot Date: 7/18/2018 4 rJ� (G) • ■_■--■■ STAIR -2 IDI' PEN OF ICE OFFICE 1 5 202 8' 6" OFFICE 11 F16 F16 F1E 1-18 FIE A la Wall ELEC C -CIS MEM air w RE 1.0 IP w Si B1 UP STAIR -1 B1 0 HALL AY 119 u F EE 11 8 107 202 T A 8 A OPEN O=FICE 106 PHONd 104 unr III ■Els ■ 1111 •eo. 11 '-0" 4'-5 -5,l rem 124 C • 205 -S 203) ( 201 MEN'S X Eft E 201 O 4'-5 122 WOMEN'S 1ST FLOOR REFLECTED CEILING PLAN A2-1 1/8" = 1-0" NORTH LJ EXIST. MEN 0 0 0 i MAY. X 125 UPS 126 204 3 CEILING NOTES 1. CENTER FULL TILES IN ROOM (BOTH DIRECTIONS) AS INDICATED ON DRAWING. UNLESS DIMENSIONED OR NOTED OTHERWISE. REVIEW GRID LAYOUT WITH ARCHITECT PRIOR TO PROCEEDING WHEN "START OF TILE -LOCATIONS OR "CENTERING OF GRID IN ROOM" RESULTS IN TILE WIDTH OF LESS THAN 4". 2. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. 3. FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING INSTALLATION, ALL JOINTS AND GRID SHALL BE STRAIGHT, TRUE TO LINE, WITH EXPOSED SURFACES FLUSH AND LEVEL. DIRTY OR DISCOLORED SURFACES OF TILE ARE TO BE CLEANED OR REPLACED, AND LEFT FREE OF DEFECTS. AFTER 30 DAYS FROM SUBSTANTIAL COMPLETION, INSPECT THE WORK AND ADJUST TILE NOT IN ALIGNMENT WITH OTHER CEILING TILES AND REPLACE MISSING OR DAMAGED UNITS. 4. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING HEIGHTS ABOVE FINISHED FLOOR. 5. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL ELEMENTS. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS. WITH A SMALL SPACE TO AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF DUCTWORK, PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. CONTRACTOR TO PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. 6. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 7. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 8. LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES AND SIMILAR CEIUNG ELEMENTS, AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O. 9. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 10. INSTALL LIGHT FERURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND EXPOSED SURFACES, TO AVOID FIXTURE SOILING OR DAMAGE DURING CONSTRUCTION. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. 11. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 12. CONTRACTOR TO VERIFY ALL PENDANT FDCTURE HEIGHTS WITH ARCHITECT PRIOR TO INSTALLATION. 13. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY UGHT FIXTURE LOCATIONS. 14. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 15. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEIUNGS - ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEIUNGS WITHOUT PRIOR APPROVAL. 16. COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CEUNG TILES. INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE BEEN t _ INSTALLED. 1ST FLOOR LIGHTING FIXTURE SCHEDULE 0 I- -H FIXTURE TYPE MANUFACTURER AND MODEL NUMBER DESCRIPTION LAMP MOUNTING VOLTAGE REMARKS TY TOTAL WATTS A WILLIAMS AT1-2-2-L40-835-D-XX- DIM-UNV 2'X2' LENSED ARCHITECTURAL LED TROFFER WITH CURVED FLOATING ACRYLIC LENS, STANDARD WHITE FINISH AND 0-10V DIMMING. 4000LM 44 WATT 80+ CRI 3500K RECESSED UNV 164 7216 B1 FINELTfE HP-4-WM-ID-4'-H-H-83 5-ASY-R-F-277V-MB-SC 4" X 5" NOMINAL ARCHITECTURAL DIRECT/ASYMMETRIC INDIRECT WALL FDCTURE WITH SPOTLESS LENS AND WHITE PAINT FINISH. PROVIDE WITH 0-10V DIMMING. 1533 LM/FT 14.2 WATT/FT 80+ CRI 3500K WALL UNV WALL MOUNT WITH CENTER AT 7-0" AFF 40 168 E2 V2 NOVA PENDANT N M RP -J RD -V -1280-35-L 9-NN-S3-0B-SSX0( 3.5" DIAMETER X 3.5" TALL LED DOWNLIGHT CYLINDER WITH RED FINISH ON CYLINDER, AND CLEAR CORD. 94 DEGREE REFLECTOR. 1200LM 12 WATT 80+ CRI 3500K SUSPENDED 277 CABLE MOUNT WITH BOTTOM AT 7-9" AFF. 22 264 F4 RESOLUTE SMITH 28 -9 -CEILING -6603-36 SHADE 28" DIAMETER X 9" HIGH DRUM WITH CARNEGIE XOREL SHADE "DASH". DULL SILVER FINISH ON HARDWARE. PROVIDE WITH 0-10V DIMMING. 5888LM 120 WATT 80+ CRI 3000K SURFACE 120 FIXTURES SHALL BE INDEPENDENTLY CONTROLLED AND PAIRED WITH A CONTROL SYSTEM THAT PROVIDES A HIGH END TRIM OF 60% OR AS SPECIFIED BY ARCHITECT IN FIELD. 960 F16 VODE ZIP TWO 707 -Z2 -SL -48 -48 -T4 -0 - RP -AE -2 -0 -Z -LO -35 -53 - WH SURFACE TBAR MOUNTED 15/16 INCH LINEAR LED WITH UNIVESL MOUNTING BRACKETS, DIFFUSING LENS. STANDARD AL SILVER FINISH. FIXTURE SHALL HAVE 0-10V DIMMING TO 1%. 396 LM/FT 4.1 WATT/FT 80+ CRI 3500K RECESSED 277 69 282.9 H1 PINNACLE ELV-83540(-SF-277-0L 1-1-W WALL MOUNTED LED GRAZING SYSTEM IN LENGTHS AS SHOWN ON PLANS. SPACKLE FLANGE FOR INACCESSIBLE CEILING. 0-10V DIMMING. PROVIDE LENGTH TO FIT CONSTRUCTION INCLUDING END FILLER SECTIONS AS NECESSARY. PROVIDE SHOP DRAWINGS SHOWING COORDINATION WITH BUILT DIMENSIONS. 209LM/FT 3.1 WATT/FT 80+ CRI 3500K SEMI-RECES SED 277 93 289 L2 PINNACLE LIGHTING E2A-835-6-G9G-277-0L 1-1-W 2" WIDE X 6' LONG RECESSED LINEAR LED WITH MATTE WHITE ACRYLIC LENS AND GRID CEILING FLANGE. 0-10V DIMMING. 368LM/FT 27.6 WATT 80+ CRI 3500K RECESSED 277 12 331.2 L6 PINNACLE LGIHTING E2A-835-12'-FL-277-0L 1-1-W 2" WIDE X 12' LING RECESSED LINEAR LED WITH MATTE WHITE ACRYLIC LENS AND GYP CEILING FLANGE. 368LM/FT 55.2 WATT 80+ CRI 3500K RECF9SED 277 12 663 m 0 m 0 FIXTURE TYPE P MANUFACTURER AND MODEL NUMBER LIGHT YEARS LU22A-3534-G9-277-1D -w DESCRIPTION 10" DIAMETER X 12.75" HIGH DECORATIVE PENDANT WITH MATTE GREY FINISH, GREY CANOPY, AND RED CORD. PROVIDE WITH DIMMABLE LED RETROFIT LAMP - CREE A21 -100 -27K -B1 LAMP MOUNTING 18 WATT 80+ CRI SUSPENDED 2700K VOLTAGE 120 REMARKS CABLE MOUNT WITH BOTTOM AT 6'-0" AFF. QTY TOTAL WATTS 90 S GOTHAM ICO-35-10-4WR-LSS-60 D-277 RECESSED LED DOWNLIGHT WITH 60 DEGREE SPREAD, SEMI -SPECULAR REFLECTOR AND WHITE PAINTED FLANGE. 0-10V DIMMING. 1000LM 10 WATT 80+ CRI 3500K RECESSED 277 72 720 U1 VODE 107 -BX -01 -XX -48 -WA -1 2 -2S -AE -2 -0 -Z -LO -35-W B -0 -AL -0 LINEAR LED WALL WASH WITH 12" WALL ARMS AT 4' OC. ANODIZED ALUMINUM FINISH WITH WHITE BAFFLE AND CLEAR LENS. REMOTE DRIVER AND SMALL SQUARE CANOPY MOUNTING. 0-10V DIMMING. NOTE: REQUIRES CUSTOM JBOX PROVIDED WITH FDRURE. 584LM/FT 6.1 WATT/FT 80+ CRI 3500K WALL MOUNTED 277 CONTRACTOR TO ORDER SYSTEM LENGTHS AS SPECIFIED ON PLAN. WALL MOUNT WITH CENTER AT 7-9" AFF. 585.6 W STONE LIGHTING PD238-238-OP-SN-L5-M DECORATIVE PENDANT WITH CASED OPAL GLASS CYLINDER DIFFUSER AND SATIN NICKEL TRIM. G6035 3WATT/LAMP 80+ CRI 3000K SUSPENDED 120 CABLE MOUNTED. PROVIDE MOCKUP FOR ARCHITECT'S REVIEW BEFORE CUTTING CABLE. 1 450 x EVENLITE SOV -ACG -XX -BA LED EXIT SIGN WITH GREEN LETTERS AND ALUMINUM HOUSING. NUMBER OF FACES AND ARROWS AS INDICATED ON PLANS. MIRROR BACKGROUND. LED CEILING OR WALL 277 Y JUNO LIGHTING UPS40-30K-90CRI-WH- OC 40" LED UNDER CABINET LIGHT WITH WHITE FINISH 1178 LUMENS 16.4 WATT 90+ CRI 3000K UNDER CABINET 120 450 D18-0219 TOTAL WATTAGE CONSUMPTION 12019.7 WATTS 12378 SF (FIRST FLOOR) +13927 SF (SECOND FLOOR) = 26305 SF * 0.59WATT/SF (OFFICE ALLOWANCE) =15520 WATTS ALLOWED TOTAL ALLOWED WATTAGE 15520 WATTS SUMMARY: TOTAL PROPOSED WATTAGE IS LESS THAN THE ALLOWABLE WATTAGE PER 2015 SEC INTERIOR LIGHTING POWER C405.4.2 (TABLE C405.4.2(1) BUILDING AREA METHOD). PROJECT COMPLIES. 17. ALL ACT CEILINGS TO BE ACT -1 • 8'-6", AFF U.N.O. VERIFY THIS DIMENSION WITH THE PERIMETER WINDOW HEAD CONDITION AND REVIEW WITH THE ARCHITECT PRIOR TO START OF CONSTRUCTION. 18. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 19. ALL CEILING GRID AND TILES ARE NEW, U.N.O. 20. PAINT ALL EXPOSED DUCTWORK, PIPING AND ELECTRICAL CONDUIT, U.N.O. 21. PAINT ALL EXPOSED UNDERSIDE OF CONCRETE SLABS, U.N.O. 22. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO MATCH BUILDING STANDARD. 23. ALL LIGHT FIXTURES ARE NEW, U.N.O. 24. REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND LENSES. CEILING KEYNOTES 201 AFTER REMOVAL OF EXISTING GRILL AND LIGHT FIXTURES, IN -FILL NEW GWB SOFFIT AND PAINT (PT -5), SEE ELEVATION. 202 PROVIDE SOUND MASKING SYSTEM (EQ -1). LOCATION T.B.D. 203 EXISTING GWB CEILING TO REMAIN. PAINT CEILING (PT -5). 204 PATCH EXISTING GRID AND ADD LIGHT FIXTURE TO MATCH EXISTING IF NEEDED. 205 UNE OF TOILET PARTITION. CEILING LEGEND CEILING TYPE HEIGHT ACT -1 A.F.F. 8' - 6" CEUNG TAG ACT -1 (2' X 2') JUL 1 9 2018 NEW GWB - PAINT PT -5 UNLESS OTHERWISE NOTED CEILING FINISH - REFER TO FINISH PLANS FOR ADDITIONAL NOTES AND INFORMATION NEW SWITCH, U.N.O. 'E' 'E' = EXISTING -INTER NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (208) 223-4990 Description: No: By: Date: ISSUED FOR REVIEW HF 07/09/18 ISSUED FOR BID SM 07/16/18 PERMIT SET SM 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED AUG G -u �U1U City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 1ST FLOOR REFLECTED CEILING PLAN Sheet Title: K45') JU i;IS I utkii. Att[71111 t 1 MARK DOUGLAS EVANS SIiTI IN W•tSiIN(.IEi1 Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: Reviewed By: Approved By: A2-1 HF SM / ME SM / ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED CGD ■bM■■■61■Ella NMININIII ■■■ O ■■■■■■E_■_�■I ■■■MINN ■■ ■ ■I ■■■E■■■■NOM ■■ ION ■MEM ■■EE ■ • ■r'__la �1E■rr__•'MVNE MEOW= ■EMMINN ■NM■_■ ■ 111111•111•1 ••• NMI ■OMEN ■MIN ■■ ■■■■int■■E -- _-. __ .---. sorm1 ENO= ■■■■■1■■■■■■■■I ■■■11M■■/ f1■■IIIMM■■r f11111•01111 M■■■■■H■■■■■�-` ■■■■E■H■M■■■' ninumSgnn�■/ ■■■■/■/■/■■ INIIIIMMINI MI ■■ 1 1 1 ■■■ME■■■■MII MEI ■■■MMISM■O Maarla mamma 00ME■■ ■■■EM�M ENE NNW i10 ■■�M■■■MM■■■ _ ■■■■■■— ■■■■M■■■■EM_N ■■EM■■ STAIR- ■rl�l■■■a Ora EN OM D =212Nw■ ■■■■■■_■HEJEKO■■ ■ 11101 NMI NINE /■■EM ■E■■Mrl H■■■M■_■■E ■■GM■■■lil ■■a ■■■NE■■■■■■� lora■■EMNim' n Era -moon `\■■■EE■■1 `II■■ NEN �.NEN 11 1\E • MOM NMC ON 2ND FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" DF 13 Mir alla ■c 11111111 STAIR -1 1 ■■rdrirdrisy 11010N 1a■'[in.aa..aanaa �_J1l■■Io■■o■/a■■o Ali■■■_i ' 1 1•1111•1•11•111111111111•1111111111 IL'®� ON ■ aE. :I ■P.q■■■■■■/■■■■: ea7._�w a � E/;;nn■■■■■■■M ��.i IINNESI■■■i i - = ' / 0EEo•■ilt■11 -��-OHNE■■1 I r ° ■MEM■E■11MIN NMI 1 • FE EN E ■■ a■■■/ 11■■_■N 1 ■ si 1111■ 1117■ 1■■ slim■ l i■MI ■ ■c ME Ian QM ■■ 1■■■■, SIM IMP 'IAAX117011■L UNi�■ e _Mt 7"■a■u.I.MO■■�■.1 �I ��........,Te �Ea�ll .■ it iifiisn'EW I '_i!'0��■HII •. ■ l■ 11•1•11111111111• _11__•sI ■ lal iiY■i i■ ■0111 ■ 1117■ iii�■Ii ll IMMO i■■■Ilui■■l�H��'! 1 M 217 fl .�.. ■ w■■11 OM_ Mallial ■M■ ■■■E ISM 111•1111 ■■■■ LTJ •n ■■■■MMOi■111■■■�■E�• ON eS 20? ■'lir■■rM■r■■_ ■t c©■■■■ ®■IMMINN■■N '0■■�■■0■■11 ■ -M■ - ■r■OE ■ni■H/wii E■■E Mid■■■O■E■■■■ 1011111011•1011•10111111011•11111 snae /■Ora■■• OEM rail REEMINI Minn 111.11111114 1E■Mi MiraM iii/EPANIS 1 ■■ 1 • _i/©11171•■aNCM: J■12■ ■HIS ■.s•a u MIESIL r:_ren KM y-6. 761.1.. y-6.. 1 INS .IrEM1�2 °. Noma — rig II- 2L :©II M: �FINEralM ■Hliti •�■0 Iti ■■Hn5__a•• ■ INr ■■■ r NMM ■ IMS NMI III ■■■■■■M■■■_■■I_ N■O■■■M■■■�■■H_ B�BI■B>•� , �r� ■ME■■■■C �BI•��BBf.��IIN _.� ■MOE■NOO■1NM�ME saw'■NDN ■■■■10/ f1■■■r NNW NEIN Mal ■■■■M■■1 M■_■■NEI i■■ ■H/till 1111•1111111•4111 ■■■■111•11 1 Mtn 1 ■■ ■M■■•11 MINNa1■M N■■N■NM■M OPEN.�•_ Man ■■■M_CJ■ MEM ■MHO■ EN PHONE 2)4 Ina A lani 1111 A I ED NORTH i_201ai 0 0 0 DOST WOME SkM. 8 DUSTay MEN 17� 0 0 0 MEN'S 223 2ND FLOOR LIGHTING FIXTURE SCHEDULE FIXTU RE TYPE MANUFACTURER AND MODEL NUMBER DESCRIPTION LAMP MOUNTING VOLTAGE REMARKS A WILLIAMS AT1-2-2-L40-835-D-XX- DIM-UNV 2'X2' LENSED ARCHITECTURAL LED TROFFER WITH CURVED FLOATING ACRYLIC LENS, STANDARD WHITE FINISH AND 0-10V DIMMING. 4000LM 44 WATT 80+ CRI 3500K RECESSED UNV TY TOTAL WATTS 164 7216 B1 FINELTTE HP-4-WM-ID-4'-H-H-83 5-ASY-R-F-277V-M B -SC 4" X 5" NOMINAL ARCHITECTURAL DIRECT/ASYMMETRIC INDIRECT WALL FIXTURE WITH SPOTLESS LENS AND WHITE PAINT FINISH. PROVIDE WITH 0-10V DIMMING. 1533 LM/FT 14.2 WATT/FT 80+ CRI 3500K WALL UNV WALL MOUNT WITH CENTER AT 7-0" AFF 40 168 E2 V2 NOVA PENDANT NMRP-JRD-V-1280-35-L 9-NN-S3-03-SSXX 3.5" DIAMETER X 3.5" TALL LED DOWNLIGHT CYLINDER WITH RED FINISH ON CYLINDER, AND CLEAR CORD. 94 DEGREE REFLECTOR. 1200LM 12 WATT 80+ CRI 3500K SUSPENDED 277 CABLE MOUNT WITH BOTTOM AT 7'-9" AFF. 22 264 F4 RESOLUTE SMITH 28 -9 -CEILING -6603-36 SHADE 28" DIAMETER X 9" HIGH DRUM WITH CARNEGIE XOREL SHADE "DASH". DULL SILVER FINISH ON HARDWARE. PROVIDE WITH 0-10V DIMMING. 5888LM 120 WATT 80+ CRI 3000K SURFACE 120 FIXTURES SHALL BE INDEPENDENTLY CONTROLLED AND PAIRED WITH A CONTROL SYSTEM THAT PROVIDES A HIGH END TRIM OF 60% OR AS SPECIFIED BY ARCHITECT IN FIELD. 960 F16 VODE ZIP IWO 707 -Z2 -SL -48 -48 -T4 -0 - RP -AE -2 -0 -Z -LO -35 -53 - WH SURFACE TBAR MOUNTED 15/16 INCH LINEAR LED WITH UNIVESL MOUNTING BRACKETS, DIFFUSING LENS. STANDARD AL SILVER FINISH. FIXTURE SHALL HAVE 0-1OV DIMMING TO 1%. 396 LM/FT 4.1 WATT/FT 80+ CRI 3500K RECESSED 277 69 282.9 H1 PINNACLE ELV-835-XX-SF-277-0L 1-1-W WALL MOUNTED LED GRAZING SYSTEM IN LENGTHS AS SHOWN ON PLANS. SPACKLE FLANGE FOR INACCESSIBLE CEILING. 0-10V DIMMING. PROVIDE LENGTH TO FIT CONSTRUCTION INCLUDING END FILLER SECTIONS AS NECESSARY. PROVIDE SHOP DRAWINGS SHOWING COORDINATION WITH BUILT DIMENSIONS. 209LM/FT 3.1 WATT/FT 80+ CRI 3500K SEMI-RECES SED 277 93 289 L2 PINNACLE LIGHTING E2A-835-6-G9G-277-OL 1-1-W 2" WIDE X 6' LONG RECESSED LINEAR LED WITH MATTE WHITE ACRYLIC LENS AND GRID CEILING FLANGE. 0-10V DIMMING. 368LM/FT 27.6 WATT 80+ CRI 3500K RECESSED 277 12 331.2 L6 PINNACLE LGIHTING E2A-835-12'-FL-277-OL 1-1-W 2" WIDE X 12' UNG RECESSED LINEAR LED WITH MATTE WHITE ACRYLIC LENS AND GYP CEILING FLANGE. 368LM/FT 55.2 WATT 80+ CRI 3500K RECESSED 277 12 663 0 0 m 0 FIXTURE MANUFACTURER TYPE AND MODEL NUMBER P LIGHT YEARS LU22A-3534-G9-277-1D -w DESCRIPTION 10" DIAMETER X 12.75" HIGH DECORATIVE PENDANT WITH MATTE GREY FINISH, GREY CANOPY, AND RED CORD. PROVIDE WITH DIMMABLE LED RETROFIT LAMP - CREE A21.100 -27K -B1 LAMP MOUNTING 18 WATT 80+ CRI SUSPENDED 2700K VOLTAGE 120 REMARKS CABLE MOUNT WITH BOTTOM AT 6'-0" AFF. QTY TOTAL WATTS 5 GOTHAM ICO -35-10-4W R-LSS-60 D-277 RECESSED LED DOWNLIGHT WITH 60 DEGREE SPREAD, SEMI -SPECULAR REFLECTOR AND WHITE PAINTED FLANGE. 0-10V DIMMING. 1000LM 10 WATT 80+ CRI 3500K RECESSED 277 72 720 U1 VODE 107 -BX -01 -XX -48 -WA -1 2-2S-AE-2.0-Z-LO.35-W B -0 -AL -0 LINEAR LED WALL WASH WITH 12" WALL ARMS AT 4' OC. ANODIZED ALUMINUM FINISH WITH WHITE BAFFLE AND CLEAR LENS. REMOTE DRIVER AND SMALL SQUARE CANOPY MOUNTING. 0-10V DIMMING. NOTE: REQUIRES CUSTOM BOX PROVIDED WITH FIXTURE. 584LM/FT 6.1 WATT/FT 80+ CRI 3500K WALL MOUNTED 277 CONTRACTOR TO ORDER SYSTEM LENGTHS AS SPECIFIED ON PLAN. WALL MOUNT WITH CENTER AT 7-9" AFF. 585.6 W STONE LIGHTING PD238-238-OP-SN-L5-M DECORATIVE PENDANT WITH CASED OPAL GLASS CYLINDER DIFFUSER AND SATIN NICKEL TRIM. G6035 3WATT/LAMP B0+ CRI 3000K SUSPENDED 120 CABLE MOUNTED. PROVIDE MOCKUP FOR ARCHITECTS REVIEW BEFORE CUTTING CABLE. 1 450 x EVENLITE SOV -AC -G -)0( -BA LED EXIT SIGN WITH GREEN LETTERS AND ALUMINUM HOUSING. NUMBER OF FACES AND ARROWS AS INDICATED ON PLANS. MIRROR BACKGROUND. LED CEILING OR WALL 277 Y JUNO LIGHTING UPS40-30K-90CRI-WH- OC 40" LED UNDER CABINET LIGHT WITH WHITE FINISH 1178 LUMENS 16.4 WATT 90+ CRI 3000K UNDER CABINET 120 450 TOTAL WATTAGE CONSUMPTION 12019.7 WATTS 12378 SF (FIRST FLOOR) +13927 SF (SECOND FLOOR) = 26305 SF * 0.59WATT/SF (OFFICE ALLOWANCE) =15520 WATTS ALLOWED TOTAL ALLOWED WATTAGE 15520 WATTS SUMMARY: TOTAL PROPOSED WATTAGE IS LESS THAN THE ALLOWABLE WATTAGE PER 2015 SEC INTERIOR LIGHTING POWER C405.4.2 (TABLE C405.4.2(1) BUILDING AREA METHOD). PROJECT COMPLIES. CEILING NOTES 1. SEE SHEET A2-1 CEILING KEYNOTES 201 AFTER REMOVAL OF EXISTING GRILL AND LIGHT FIXTURES, IN -FILL GWD SOFFIT AND PAINT (PT -5), SEE ELEVATION. 202 PROVIDE SOUND MASKING SYSTEM (EQ -1). LOCATION T.B.D. 203 EXISTING GWB CEILING TO REMAIN. PAINT CEILING (PT -5). 204 LINE OF TOILET PARTITION. CEILING LEGEND CEIUNG TYPE HEIGHT A.F.F. CELING TAG ACT -1(2' X 2') GWB - PAINT PT -5 UNLESS OTHERWISE NOTED NEW CEILING FINISH - REFER TO FINISH PLANS FOR ADDITIONAL NOTES AND INFORMATION SWITCH 'E = EXISTING JUL 192018 E:.2 ,,,.1 CENTEEFI D18-0219 NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: No: By: Date: ISSUED FOR REVIEW HF 07/09/18 ISSUED FOR BID SM 07/16/18 PERMIT SET SM 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2C2018 City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project TRIe & Address: 2ND FLOOR REFLECTED CEILING PLAN Sneet Title: 8459 REA;Iti _ --ARCM t 1 AV'`S MARK DOUGLAS EVAVS- SI \I! 1)I N'•\tiI11Vi.I11N Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: Reviewed By: Approved By: A2-2 HF SM / ME SM / ME ALL DIMENSIONS AND CONDmONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 0 NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb Plot Date: 7/18/2018 4:22:47 PM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\ DRAWINGS\ARCH\CD\GCC-BECU- 0 c 0 c OPEN OFFICE 112 0 0 0 0 0 0 0 0 0 0 0 0 STAIR -2 1) IDF 109 ON — EN UP Ne eN CGD OPEN OFFICE 114 0 000FFEE�� CONFERENCE 117 N +44" HALLWAY 119 105 GFI rcri WELLNESS 120 121 €5}E LOUNGE/COLLABORATION 111 CONFERENCE CONFERENCE 111 103 123 LAIL-M-T-Hkri _4,, ,,, kids" to CONFERENCE VESTIBULE 1 r 100 1 VIP Qb fit E MMS EXIST WOMEN 0 0 EXIST. MEN l;r 4 4 4 1ST FLOOR POWER & COMMUNICATIONS PLAN 1/B" = 1'-0" POWER AND COMM. GENERAL NOTES 1. MOUNTING HEIGHTS OF DEVICES ARE SHOWN ON DEVICE ELEVATION DETAIL, U.N.O. 2. MULTIPLE SWITCH OR OUTLET DEVICES IN ONE LOCATION SHALL BE INSTALLED IN A COMMON MULTI -GANG BOX WITH A COMMON FACEPLATE, WHERE POSSIBLE. MOUNT MULTIPLE CONTROLS AS CLOSE TOGETHER AS POSSIBLE AND IN-LINE WITH EACH OTHER. 3. REFER TO ENGINEERING DRAWINGS FOR THERMOSTAT, FIRE ALARM, SPEAKER/STROBE, AND PULL STATION LOCATIONS AND REQUIREMENTS. SUBMIT LAYOUT TO ARCHITECT FOR REVIEW AND NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN ARCHITECTURAL AND MEP/FP DRAWING PRIOR TO INSTALLATION. 4. WHERE SWITCHES FOR DEVICES OTHER THAN LIGHTS (I.E. EXHAUST FAN, PROJECTION SCREEN) ARE ADJACENT TO LIGHT SWITCHES, LOCATE LIGHT SWITCHES CLOSEST TO THE DOOR. 5. OUTLETS TO BE LOCATED AS INDICATED ON PLANS, U.N.O. PROVIDE BRIDGE RACKS AS NEEDED TO ACHIEVE INDICATED LOCATIONS. DIMENSIONS OF WALL OUTLETS INDICATED ON DRAWINGS ARE FROM FACE OF WALL SURFACE OR FINISHED FLOOR TO CENTER LINE OF OUTLET OR GROUP OF OUTLETS. CENTER OUTLET ON WALL IF NO DIMENSION IS INDICATED. STAGGER ALL DEVICES SHOWN BACK TO BACK ON OPPOSITE SIDES OF SHARED PARTITIONS. DEVICES IN OPPOSITE SIDES OF PARTITION SHALL NOT OCCUPY THE SAME STUD CAVITY. 6. ALL OUTLETS LOCATED ABOVE OR BELOW THE COUNTER TOPS IN WET OR DAMP AREAS SHALL BE GFIC. 7. FIELD ADJUST ALL WHIPS FOR SYSTEMS FURNITURE FEEDS TO MINIMIZE EXCESS WHIP TO A MAXIMUM OF 6" BEYOND REQUIRED LENGTH. 8. DEVICE COLOR: WHITE COVER PLATE FINISH: WHITE 9. A/V DEVICES ARE TO BE CONNECTED BY CONDUIT U.N.O. VERIFY REQUIRED CONDUIT SIZE FOR A/V WIRING WITH A/V VENDOR PRIOR TO INSTALLATION AND CORING. 10. FURNITURE LAYOUT IS SHOWN FOR REFERENCE ONLY. 11. WHERE EXISTING DEVICES HAVE BEEN REMOVED, PATCH AND REPAIR WALLS, CEILINGS AND FLOORS. 12. COORDINATE WORK WITH SECURITY VENDOR PRIOR TO COMMENCING WORK. NEW ELECTRICAL / SECURITY DEVICES TO BE MOUNTED AT HEIGHT AS NOTED ON THE SECURITY DRAWINGS. 13. LINE & LOW VOLTAGE WIRING CONDUIT TO BE CONCEALED U N 0 14. CONTRACTOR TO UPDATE LABELS AT ELECTRICAL PANELS. 4;,. 1;0 4 i) 4 4 POWER AND COMM. PLAN LEGEND POWER AND COMM. PLAN KEYNOTES 3 301 PROVIDE CONNECTRAC UNDER CARPET. CONNECT DEVICE TO WALL MOUNTED POWER AND DATA. QD DUPLEX WALL OUTLET 0 DUPLEX WALL OUTLET; GROUND FAULT INTERRUPTER ✓ VOICE/DATA DEVICE CI�3 FLOOR MOUNTED DUPLEX OUTLET/VOICE DEVICE KB CARD READER of NEW WALL MOUNTED FURNITURE FEED FOR POWER AND DATA (BASE FEED) EXISTING BLANK PLATE ■PP NEW POWER POLE D GFI N u DEDICATED, TYP. GROUND FAULT INTERRUPTER, TYP. NEW, TYP. EXISTING TO BE UPGRADED, TYP. 302 PROVIDE CRESTRON PANELS AT OUTSIDE OF EACH CONFERENCE ROOM. COORDINATE WITH CLIENTS IT PERSONnEL FOR EXACT LOCATION, HEIGHT AND REQUIREMENT. 303 CONTRACTOR TO COORDINATE WITH CLIENT/FURNITURE VENDOR. 304 PROVIDE J -BOX IN CEILING FOR SOUND MASKING SYSTEM (EQ -1). LOCATION T.B.D. 305 IDF ROOM 109 AND UPS ROOM 126 POWER AND DATA REQUIREMENTS TO BE PROVIDED BY OWNER. W NORTH w ID EQ -1 1 ELEV MEN'S 122 WOMEN'S 125 D18-0219 DESCRIPTION SOUND MASKING SYSTEM A III UPS 126 DEVICES MOUNTED IN OPPOSITE SIDES OF WALL SHALL NOT SHARE THE SAME STUD CAVITY 0 V O A FIRE ALARM STROBE LIGHT SWITCH/CARD READER EDGE OF FRAME OR END OF DOOR IN OPEN POSITION TYPICAL DEVICE MOUNTING HEIGHT JUL 19 2218 ER EQUIPMENT SCHEDULE MANUFACTURER CAMBRIDGE SOUND MASKING MODEL NUMBER CONTROL MODULE: QT -600 INSTALLED BY NOTES TBD RACK MOUNT KIT: RM -QT QT COMMAND CENTER SOFTWARE: QT -CC WHITE EMITTER WITH 30' PLENUM CABLE: E -A -W-30 WHITE EMITTER WITH 16' PLENUM CABLE. E -A -W-16 WHITE UNIVERSAL MOUNTING BRACKET: UB -W DRYWALL MOUNT: DM ROOM CONTROL: QTRC PLENUM CABLE: 254245 XX -XX xxxxxx o x XXXXXX)DDD )DD(xxxx)D(x X100000000( XX -XX )0000000(10( XXXXXXXXXX )OOOOOOOOIX X)00000000( XX -XX )000000000) )00)0000W( ))X)000200( ))0000000( )00000000(0( )000000XXX NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By: Date: HF 07/09/18 SM 07/16/18 91.1 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 ; 2018 City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU 1 BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 1ST FLOOR POWER & COMMUNICATIONS PLAN Sheet Title: HOS() RH .IslPjtl> Aft till 1 ( I hum DOUGLAS E VANS - NI111.in W Vairk.1.001 Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HF Reviewed By: SM / ME Approved By: SM / ME A3-1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUBCONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 7/18/2018 4:22:59 PM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\DRAWINGS\ARCH\CD\GCC-BECU-A3-2.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb (H) 0 0 U 1: 0 OPEN OFFICE 212 0 0 0 0 1 0 0 D (GD FIRE HOSE 0 0 2ND FLOOR POWER & COMMUNICATIONS PLAN 1/8" = 1 -0' 210 0 0 0 0 OPEN OFFICE 214 0 ono .tof. J:. iLl COLLABORATION 205 T 0 0 DN 218 00 CO< CONFERENCE 217 N49 N 302 + 72 N N e NP N49 CONFERENCE 0 U 0 0 t NQD STORAGE 202 PHONE 203 C Di II it H N 0 • 301 s 1 icp HALLWAY 219 CONFERENCE —I 201 12 FI FI +48' N +32" N +4YGFI N 42"GFI +42"GFI 42"GFI +48•N +3YN 00 00 0000 BREAK / MARKET 220 •III •III rlh GFI +44" HALLWAY 221 WOMEN'S 222 EXIST. WOMEN 9 9 O O O 9 y POWER AND COMM. GENERAL NOTES POWER AND COMM. PLAN LEGEND POWER AND COMM. PLAN KEYNOTES 8 301 PROVIDE CONNECTRAC UNDER CARPET. CONNECT DEVICE TO WALL MOUNTED POWER AND DATA. 1. SEE SHEET A3-1. dj DUPLEX WALL OUTLET O DUPLEX WALL OUTLET; GROUND FAULT INTERRUPTER Q VOICE/DATA DEVICE 212 FLOOR MOUNTED DUPLEX OUTLET/VOICE DEVICE I® CARD READER t NEW WALL MOUNTED FURNITURE FEED FOR POWER AND DATA (BASE FEED) EXISTING BLANK PLATE • PP NEW POWER POLE D DEDICATED, TYP. GFI GROUND FAULT INTERRUPTER, TYP. N NEW, TYP. U EXISTING TO BE UPGRADED, TYP. 302 PROVIDE CRESTRON PANELS AT OUTSIDE OF EACH CONFERENCE ROOM. COORDINATE WITH CLIENTS IT PERSONEL FOR EXACT LOCATION, HEIGHT AND REQUIREMENT. 303 CONTRACTOR TO COORDINATE POWER POLE LOCATION WITH CLIENT/FURNITURE VENDOR. 304 PROVIDE 3 -BOX IN CEILING FOR SOUND MASKING SYSTEM (EQ -1). LOCATION T.B.D. 305 IDF ROOM POWER AND DATA REQUIREMENTS TO BE PROVIDED BY OWNER. 306 VERIFY THE EXISTING POWER OUTLET AND UPGRADE TO GFI AS NEEDED. NORTH MEN'S 223 GFI r?a +49" D18-0219 DEVICES MOUNTED IN OPPOSITE SIDES OF WALL SHALL NOT SHARE THE SAME STUD CAVITY v L1- 0 9 LL ry FIRE ALARM STROBE — THERMOSTAT LIGHT SWITCH/CARD READER 7 EDGE OF FRAME OR END OF DOOR IN OPEN POSITION TYPICAL DEVICE MOUNTING HEIGHT JUL 1 9 2018 =,,... CANTER 411-: EQUIPMENT SCHEDULE ID DESCRIPTION MANUFACTURER MODEL NUMBER INSTALLED BY NOTES EQ -1 SOUND MASKING SYSTEM CAMBRIDGE SOUND MASKING CONTROL MODULE: QT -600 TBD RACK MOUNT KIT: RM -OT QT COMMAND CENTER SOFTWARE: QT -CC WHITE EMITTER WITH 30' PLENUM CABLE: E -A -W-30 WHITE EMITTER WITH 16' PLENUM CABLE: E -A -W-16 WHITE UNIVERSAL MOUNTING BRACKET: UB -W DRYWALL MOUNT: DM ROOM CONTROL: QTRC PLENUM CABLE: 254245 XX -XX X)00000XXX XXXXX)O((XX )000007000( XXXXX)0000( )0000000(X XX -XX X00000 XXX XXXXXXXXXX X)0000000(X XXXXXXXXXX )00000000a XX -XX XXXX)00000( XXXXXXXXXX )00000000M 0X)0000000( )00000000( NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By: HF SM SM Date: 07/09/18 07/16/18 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2C2018 City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 eIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 2ND FLOOR POWER & COMMUNICATIONS PLAN Sheet Title: 8439 REA :IS I ljtd•1i.. ARc7I1i I t l .- !. w"-1 MURK DOUGLAS EVms-- Milf l>l wAsuiNI.►ns Proj. No: 17.03424.00 Designer: Drawn By: HF Reviewed By: Project Manager: SM Approved By: A3-2 HF SM / ME SM / ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. • NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 7/18/2018 4:23:05 PM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\ DRAWINGS \ARCH\CD\GCC-BECU-A4-0.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULLdb MATERIAL LEGEND INSTALLATION METHOD ID MANUFACTURER STYLE COLOR NUMBER SIZE NOTES CONTACT ACOUSTIC CEILING TILE ACT -1 ARMSTRONG ULTIMA TEGULAR FINE TEXTURE / WHITE XXXXXXXXXX 24" X 24" Re" SUPRAFINE GRID SYSTEM i - - CARPET CPT -1 TANDUS-CENTIVA ELEMENT 00466 PURE GREY 76001 18" X 36" TBD - CPT -2 TANDUS-CENTIVA ANILINE 04733 IGNEOUS 44204 18" X 36" TBD - - CPT -3 TANDUS-CENTIVA TENERA 04120 IECLANDIC 45208 18" X 36" TBD - - CPT -4 TANDUS-CENTIVA PEBBLE MESH GRITSTONE 02620 12' ROLL BROADLOOM STAIRCASE - CPT -5 SHAW CONTRACT BROADLOOM, BONJUR 11-60746 STERLING 31557 24" X 24" BROADLOOM WALK OFF MAT - ANTI -STATIC TILE AST -1 ARMSTRONG EXCELON SDT TBD TBD 12" X 12" TBD - - RESILIENT FLOORING RF -1 FORBO MARMOLEUM LAVA 3139 32M X 200CM - - - LUXURY VINYL TILE LVT-1 TBD TBD TBD TBD TBD - - - FLOOR, WALL, & BASE TILE CT -1 DALTILE FABRIQUE - PORCELAIN GRIS UNEN P690 12' X 24" X'Yi" RESTROOM WALL TILE TRIM VERTICAL EDGE OF TILE W/ SCHLUTER STRIP SCHLUTER STRIP: INQUIRE AT DALTILE OR UNITED TILE. GROUT: GR -2 CT -2 DALTILE ANCHORAGE LIGHT GREY AC08 12' X 24" X %" RESTROOM FLOOR TILE FOR WALL BASE, ORDER IN 12" X 12" SIZE AND CUT FOR USE AS 8" HIGH WALL BASE. TRIM EXPOSED EDGES TO WALL BASE (HORIZONTAL TOP EDGE AND VERTICAL OUTSIDE CORNERS) W/ SCHLUTER STRIP. DALTILE: 6020 6TH AVE. S., SEATTLE. (206) 763-0940 GROUT: GR -1 CT -3 CROSSVILLE COLOR BY NUMBERS - CERAMIC "EIGHT DAYS A WEEK" SATIN FINISH WT -08S 4' X 8" XYe" RESTROOM SIDE WALL TILE AT SINK TRIM VERTICAL EDGE OF TILE WTH SCHLUTER STRIP UNITED TILE: 3001 E. VALLEY RD., RENTON. CONTACT: LISA ANDERSON (206) 730-3394 GROUT: GR -2 CT -4 ANN SACKS SAVOY FIELD TILE RICEPAPER IN TEXTURE EVOLVE - LATTE GLOSS 2" X 8" FULL HT WALUBACKSPLASH AT BREAK/MARKET & CAFFEE TRIM VERTICAL EDGE OF TILE WITH SCHLUTER STRIP - GROUT GR -1 MAPEI - GRAY 09 - RESTROOM FLOOR AND WALL BASE FOR CT -2 - GR -2 HYDROMENT - MISTY GRAY 11144 - RESTROOM WALL TILE FOR CT -1 & CT -3 - BASE RB -1 JOHNSONITE RUBBER BASE BURNT UMBER 63 4"H COVED - - - RB -2 ROPPE RUBBER BASE WHITE 170 4"H COVED ROLLED GOODS - - PAINT PT -1 SHERWIN WILLIAMS COLORLIFE FORGETMENOT CLW 1033W - GENERAL FIELD - - PT -2 ACCENT PAINT TBD TBD TBD - ACCENT - - PT -3 ACCENT PAINT TBD TBD TBD - ACCENT - - PT -4 SHERWIN WLLIAMS WOOD CLASSICS INTERIOR OIL STAIN TBD TBD - HANDRAIL AT STAIRCASE - - PT -5 SHERWIN WLLIAMS COLORLIFE FORGETMENOT CLW 1033W CEIUNG PAINT AS REQUIRED EGGSHELL - PT -6 SHERWIN-WILLIAMS - EIDER WHITE SW 7014 - RESTROOM PAINT( WALL/CEILING) EGGSHELL FINISH - PT -7 SHERWIN WLLIAMS WATER BASED ALUMINUM PAINT TBD TBD METAL HANDRAIL AT STAIRCASE GLOSS FINISH- CASEWORK 88-1 PENTAL QUARZ - POLISHED RIVERBANK BQ980P %" THICK RESTROOM COUNTERTOP - PENTAL GRANITE & MARBLE 713 S. FIDALGO ST., SEATTLE (206) 768-3200 SS -2 PENTAL QUARZ - POLISHED CRYSTAL WHITE BQ850P PER DETAIL CAFE CASEWORK COUNTERTOP - PENTAL GRANITE & MARBLE 713 S. FIDALGO ST., SEATTLE (206) 768-3200 PL -1 WILSONART PLASTIC LAMINATE STEEL MESH 4879-38 PER DETAIL CASEWORK COUNTERTOP - )00000000 0L PL -2 FORMICA PLASTIC LAMINATE PLATINUM 902-58 PER DETAIL CASEWORK BASE CABINET / LAMINATE PANEL - )000000000( WINDOW TREATMENT WT -1 LEVOLOR RIVIERA CLASSC 1" BUND ALABASTER 112 1"H X 1-9116'W ALL EXTERIOR WINDOW - LEVOLOR KIRSCH WINDOW FASHIONS, 1-800-826-8021 W Ww.levolorconhact.com WALL PANEL FABRIC WP -1 LUUM ARC ANGLE 4082 TBD TBD 52" WIDTH TBD - FINISH SPECIFICATION NOTES 1. PROVIDE NEW FLOORING, PAINT AND WALL BASE THROUGHOUT AREA OF WORK, U.N.O. 2. ALL OFFICE AND MEETING ROOM GLASS FRONTS ARE TO RECEIVE OWNER PROVIDED CUSTOM 3M FILM GRAPHIC PATTERN, FULLEIGHT AND LENGTH, TYP. 3. PROVIDE NEW BLINDS AT EXTERIOR WINDOWS THROUGHOUT AREA OF WORK, U.N.O SEE SPEC WT -1 SHEET A4-0 FOR SPECIFICATIONS. 4. ALL FINISH SELECTIONS IDENTIFIED IN LEGENDS, SCHEDULES, AND SPECIFICATIONS ARE NOT SUBJECT TO 'OR EQUAL' SUBSTITUTIONS U.N.O. THE CONTRACTOR AND SUBCONTRACTORS SHALL SUBMIT PRODUCTS AND FINISHES AS INDICATED IN THE DOCUMENTS. 5. NOTIFY NELSON OF SCHEDULED FINISHES THAT ARE UNAVAILABLE OR DISCONTINUED AT THE EARLIEST OPPORTUNITY SUCH THAT A SUBSTITUTION CAN BE SELECTED WITHOUT JEOPARDIZING THE CONSTRUCTION SCHEDULE. 6. REFER TO THE MATERIAL SCHEDULE FOR MANUFACTURER, PRODUCT/STYLE NAME, COLOR SPECIFICATION. 7. INSTALL ALL FINISH MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, SURFACE PREPARATION, ADHESIVES AND BACKINGS: INCLUDING WALLCOVERINGS, COATINGS, FLOORING MATERIALS, LAMINATES, ETC. 8. THE CONTRACTOR SHALL REPAIR ALL ROUGH FLOOR SLAB UNEVENNESS SUITABLE FOR PROPER FLOOR COVERING INSTALLATION. 9. FLOOR MATERIAL TRANSITIONS AT DOOR OPENINGS ARE TO BE CENTERED BELOW THE DOOR IN THE CLOSED POSITION, U.N.O. 10. THE PAINTING SUBCONTRACTOR SHALL ENSURE THAT ALL PAINTS COMPLY WITH THE MUNICIPAL & STATE CODES AND BUILDING REGULATIONS FOR LOW VOC EMISSIONS. 11. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALL COVERINGS AND SPECIFIED CARPET. 12. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS/IMPERFECTIONS ARE NOT VISIBLE. 13. CONTRACTOR SHALL NOTIFY NELSON IMMEDIATELY OF ANY DISCREPANCIES IN THE FIELD. GC TO GET CLARIFICATION FROM ARCHITECT BEFORE CONTINUING WITH ANY WORK. 14. PROVIDE METAL TRANSITION STRIPS AT ALL FLOORING MATERIAL CHANGES, U.N.O. REFER TO PLAN FOR DETAIL LOCATIONS. 15. HARD FLOORING GROUT IS TO BE SEALED WITH MANUFACTURER'S RECOMMENDED SEALERS. 16. RUBBER BASE SHALL BE COVED BASE AT ALL LOCATIONS FOR CARPET AND COVE BASE AT RESILIENT BOORS. 17. BASE SHALL RUN CONTINUOUSLY AND FULLY SURROUND CABINET BASES ON ALL EXPOSED SIDES. 18. REFER TO DOOR SCHEDULE FOR PAINT COLOR SPECIFICATIONS. 19. ALL ELECTRICAL PANELS IN THE CORRIDORS SHALL BE PAINTED TO MATCH THE ADJACENT WALL FINISH. 20. PAINT CEILING ACCESS PANELS TO MATCH ADJACENT CEILING FINISH. 21. UNDERSIDE OF SOFFITS (WHERE OCCURS) TO BE PAINTED TO RECEIVE FINISH TO MATCH WALL, U.N.O. 22. FINISH FLOORING TO EXTEND FROM WALL TO WALL INCLUDING UNDER CABINETS AND UNDERCABINET EQUIPMENT. 23. ALL INTERIOR WALL & CEIUNG FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS A MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEIUNG FINISHES AND TRIM IN NON PUBLIC AREAS TO COMPLY WITHCLASS B MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26-75, SMOKE DEVELOPED 450. 24. ALL PAINTED SURFACES ARE 10 RECEIVE A PRIME COAT AND A MINIMUM OF TWO COATS FINAL COLOR, U.N.O. 25. ALL PAINTED DOORS AND DOOR FRAMES SHALL BE PAINTED WITH AN ALKYD BASED SEMI -GLOSS FINISH U.N.O. 26. ALL CONVECTOR COVERS SHALL BE PAINTED WITH AN ALKYD BASED SEMI -GLOSS FINISH U.N.O. 27. CARPET CONTRACTOR SHALL VERIFY THAT ALL CARPET OF EACH VARIETY IS TO BE SHIPPED FROM THE SAME DYE -LOT. 28. ALL WALLS PAINTED WITH A LATEX PAINT TO HAVE AN EGGSHELL FINISH, U.N.O. REFER TO THE MATERIAL SCHEDULE AND FINISH LEGEND FOR MANUFACTURER'S PRODUCT NAME. 29. GYPSUM BOARD CEILINGS SCHEDULED TO RECEIVE PAINT SHALL HAVE A FLAT FINISH, U.N.O. 30. PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH -OUTS OF EACH COLOR AND FINISH FOR ARCHITECT'S APPROVAL PRIOR TO APPLICATION. 31. PRIOR TO THE INSTALLATION OF ANY CARPET MATERIAL, PROVIDE TO NELSON FOR APPROVAL, A SEAMING DIAGRAM ILLUSTRATING THE DIRECTION OF THE CARPET AND THE SEAM LOCATIONS, IN EACH CORRIDOR LAY CARPET IN THE SAME DIRECTION AS THE CORRIDOR LENGTH (NOT WIDTH) STARTING AT ONE END AND CONTINUING DOWN THE FULL LENGTH OF THE CORRIDOR WITH THE ROLL GOODS, AT INTERSECTING CORRIDORS INSTALL CARPET PERPENDICULAR (1/4 TURN) TO EACH OTHER U.N.O. 32. CARPET SEAMS SHALL NOT BE LOCATED PERPENDICULAR THROUGH DOOR THRESHOLDS. 33. ALL PLASTIC LAMINATE MILLWORK CABINET INTERIORS TO BE WHITE MELAMINE, U.N.O. 34. ARCHITECTURAL ADHESIVES, SEALANTS AND SEALANT PRIMERS MUST COMPLY WITH LOCAL AIR QUALITY MANAGEMENT STANDARDS AND VOLATILE ORGANIC COMPOUND (VOC) LIMITS. 35. PAINTS AND COATINGS : APPLIED TO INTERIOR WALLS AND CEILINGS MUST NOT EXCEED THE VOLATILE ORGANIC COMPOUND (VOC) CONTENT LIMITS PER LOCAL STANDARDS. 36. ANTI -CORROSIVE AND ANTI -RUST PAINTS: APPLIED TO INTERIOR FERROUS METAL SUBSTRATES MUST NOT EXCEED THE VOC CONTENT LIMIT OF 250 G/L ESTABLISHED IN GREEN SEAL STANDARD GC -03, ANTI -CORROSIVE PAINTS, 2ND EDITION, JANUARY 7, 1997. 37. CLEAR WOOD FINISHES, FLOOR COATINGS, STAINS, PRIMERS, SEALERS, AND SHELLACS: APPLIED TO INTERIOR ELEMENTS MUST NOT EXCEED THE VOC CONTENT LIMITS ESTABLISHED FOR THOSE COATING TYPES IN LOCAL AIR QUALITY MANAGEMENT STANDARDS. JUL 1 9 20zD D18-0219 NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By: HF SM SM Date: 07/09/18 07/16/18 07/18/18 REVIEwsD FOR CODE COMPLIANCE APPROVED AUG 2 F.1r1B City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Tole & Address. MATERIAL SCHEDULE & FINISH NOTES Sheet Title 18459 RI (i15 E I ja1}. ,1RriIIII I'1 ettI MARK DOUGLAS EVANS... 1T 111 In W- sJ11�c,T11� Pro). No: Drawn By: Project Manager: 17.03424.00 Designer: HF Reviewed By: SM Approved By: A4-0 HF SM / ME SM / ME AU. DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUBCONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ® NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 7/18/2018 4:23:17 PM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\DRAWINGS\ARCH\CD\GCC-BECU-A4-1.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb OPEN OFFICE 112 PT - RB -11 CPT -1 )) LOUNGE/COLLABORATION 111 1ST FLOOR FINISH PLAN 1/8" = 1'-0" FINISH PLAN LEGEND X-214 X-1 FLOOR FINISH TRANSITION WALL FINISH WALL BASE FLOOR FINISH INDICATES EXTENT OF FINISH WALL FINISH CORNER GUARD U -SHAPE J CORNER GUARD L -SHAPE A. METAL CORNER GUARD 1. 16GA. TYPE 304 STAINLESS STEEL; SATIN FINISH 2. 1-1/2" WINGS 3. W' RADIUS CORNER BAND 4. 48" HEIGHT, U.N.O. 5. PROFILES: 90 -DEGREE AND U -SHAPED GUARDS AS INDICATED 6. PROVIDE U -SHAPED PROFILES IN WIDTHS SUCH THAT FIT TO WALL I5 SNUG AND TIGHT ON ALL SURFACES 7. FURNISH CEMENT AND RELATED ACCESSORIES AS REQUIRED FOR ADHESIVE INSTALLATION. CARPET PATTERN DIRECTION PT -1 rPT-4 IDE 109 ( PT -1 RB -1 AST -1 FIRE HOSE PT -1 (( RB -1 ( CPT -2 OPEN OFFICE 114 PT -1 , i RB -1 CPT -1 j / ELEC. CLOS. 110 1 PT -1 RB -1 RF -1 vl CONFERENCE COPY --I 109 — 4 1o8 CONFERENCE 107 PT -1 RB -1 CPT -1 V OPEN OFFICE 106 R-1 RBB -1 )) CPT -2 COLLABORATION 105 RB -1 CPT -1 Ta --9 COFFEE 118 CONFERENCE 117 PT -1 RB -1 CPT -3 ))) CB) UP STAIR -1 EA; NELSON PT -1 RB -1 RF -1 CPT -4 119 (CPT -s) PT -1 RB -1 CPT -3 WELLNESS N 403 ( PT -1 ( RB -1 ((( CPT -3 STORAGE 102 PT -1 RB -1 RF -1 PT -1 RB -1 CPT -3 PHONE 103 —PFIONE 104 CONFERENCE 101 120 VESTIBULE 121 I I I 1 1 ISL L L _L_ ! I I II Ii III, I iT!TI�IIT I 1 1 PIT -61 I 10 1 rT-a 1 j I I MEN'S JAN. CLOS. VESTIBULE 1 1 1 1 1 1 1 1 s I •Mal 't ��i.�i�G7� NW RF-1 1 i `�� lima Fffinialinnal I ( I111�111( 1 j T ENTRY 100 FINISH PLAN KEYNOTES 401 EXISTING METAL HANDRAILS TO BE PAINTED WITH PT -7. 402 EXISTING WOOD HANDRAILS TO BE SANDED AND STAINED WITH PT -4. 403 NEW ACOUSTICAL WALL PANELING MATERIAL AT PHONE ROOMS (WP -1), TYP. Py NORTH LJ 0 EXIST. MEN gLEV 3 z x 122 WOMEN'S 125 UPS 126 PT -1 RB -1 RF -1 NV' ) 1 (2) Ci Y TI.I'-':‘,;:I..: CJI. 1 9 2013 D18-0219 Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: No: By: Date: ISSUED FOR REVIEW HF 07/09/18 ISSUED FOR BID SM 07/16/18 PERMIT SET SM 07/18/18 REVIEWED FOR CODE CCM PLIANCE APPROVED Al% 1( • City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 1ST FLOOR FINISH PLAN Sheet Title: x45(, RI (iPS I I; jtk ) -RKC1111 I ( 1 tars MARK DOUGLAS EVANS- N1 sip 111 WAS.111\(.111N ProJ. No: 17.03424.00 Designer: HF Drawn By: HF Reviewed By: SM / ME Project Manager: SM Approved By: SM / ME A4-1 ALL DIMENSIONS AND CONDIITONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK, THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED NELSON-FULL.ctb 2.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable Plot Date: 7/18/2018 4:23:27 PM Filename: U:\Prof\BECU\WA\17.03424.00-BFCU IT Group At Tukwila Financial Ctr N\DRAWINGS\ARCH\CD\GCC-BECU- OPEN OFFICE 212 PT -1 RB -1 CPT -1 LOUNGE/COLLABORATION 211 DN HOSE PT -1 RB -1 CPT -2 1 ELEC. CLOS. 2ND FLOOR FINISH PLAN 210 0 OFFICE 215 PT -1 RB -1 CPT -1 PT -2 i OPEN OFFICE 214 PT -1 f RBL )) CPT -1 ) M N PT -1 RB -1 STAIR -1 CPT -4 DN w FEC OFFICE 216 PT -1 RB -1 CPT -1 PT -2 ( PT -1 RB -1 CPT -3 • PT -1 RB -1 RF -1 CONFERENCE 209 I RB -1 CPT -3 ( PT -1 RB -1 CPT -2 1 COLLABORATION 205 ( PT -1 RB -1 CPT -1 CONFERENCE 217 PT -1 RB -1 CPT -3 PT -2 STORAGE 202 COLLABORATION 218 PT -I ) RB -1 )) RF -1 COPY CONFERENCE i 208 1 207 PT -1 RB -1 CPT -3 OPEN OFFICE 206 PT -1 RB -1 CPT -1 ))) ;i PHONE 203 PHONE 204 PT -1 CPT -3 )) RB -1 • HALLWAY 219 Y PT -1 RB -1 CPT -2 CONFERENCE 201 ENTRY 1 a 200 A4-2 f 1/8" = 1'-0" FINISH PLAN LEGEND X-2104 X-1 FLOOR FINISH TRANSMON WALL FINISH WALL BASE FLOOR FINISH INDICATES EXTENT OF FINISH WALL FINISH CORNER GUARD U -SHAPE J CORNER GUARD L -SHAPE A. METAL CORNER GUARD 1. 16GA. TYPE 304 STAINLESS STEEL; SATIN FINISH 2. 1-1/2" WINGS 3. %" RADIUS CORNER BAND 4. 48" HEIGHT, U.N.O. 5. PROFILES: 90 -DEGREE AND U -SHAPED GUARDS AS INDICATED 6. PROVIDE U -SHAPED PROFILES IN WIDTHS SUCH THAT FIT TO WALL I5 SNUG AND TIGHT ON ALL SURFACES 7. FURNISH CEMENT AND RELATED ACCESSORIES AS REQUIRED FOR ADHESIVE INSTALLATION. CARPET PATTERN DIRECTION FINISH PLAN KEYNOTES S 401 EXISTING METAL HANDRAILS TO BE PAINTED WITH PT -7. 402 EXISTING WOOD HANDRAILS TO BE SANDED AND STAINED WITH PT -4. 403 NEW ACOUSTICAL WALL PANELING MATERIAL AT PHONE ROOMS (WP -1), TYP. n NORTH PT -1 RB -1 CPT -1 BREAK/ MARKET HALLWAY 221 220 PT -1 RB -2 LVT-1 16 2 0 0 0 [2. EXIST O WOM 9 9 9 EXIST.0 MEN D18-0219 A) JUL 19 2013 PT: Tiff C;E::i±P NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By: Date: HE 07/09/18 SM 07/16/18 SM 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED t,UG G: f' '010 City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICI U BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: 2ND FLOOR FINISH PLAN Sheet Title: H+) 5t) Rlt .Iti I I jU:u >+1if (711 11 I - 1 ^tri MARK DOUGLAS EVANS- 'r %II of N'1imIIr\ti10": Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HF Reviewed By: SM / ME Approved By: SM / ME A4-2 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. CO NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 7/18/2018 4:23:39 PM Filename: U:\Prof\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\DRAWINGS\ARCH\CD\GCGBECU-A6-1.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.Ctb PF -1 Q. f (5) EQ. PF -12 TYP. 1 U (0) 1'-6' (4) EQ. E 1 0tc) rr SPP. PF -12 TYP. 6 TYP. PF -11 TYP. 0 0 0 1ST FLOOR ENLARGED RESTROOM PLAN 1/4" = 11-0" 2,-0„ E 48" MIN. CLR. P 48" MIN. CLR 0 0 0 5'-0" TYP. EXIST. WOMEN 777 g g (12 PF -12 TYP. 0\ i PF13 TYP. 2ND FLOOR ENLARGED RESTROOM PLAN 1/4" = 1'-0" PLUMBING FIXTURE SCHEDULE ID DESCRIPTION MANUFACTURER MODEL NUMBER INSTALLED BY NOTES PF -1 WATER BOTTLE FILLER FILTERED SURFACE MOUNT ELKAY ELKAY EZH2O MODEL LZWSSM GC PROVIDE ELKAY EXH2O 115V/60HZ 1 PHASE, WATERSENTRY PLUS 3000 PF2 DRINKING FOUNTAIN/BFS (ADA) INDOOR WALL MOUNT ELKAY ELKAY EZH2O MODEL LZSTLBWSLK (DRINKING FOUNTAIN W/ BOTTLE FILLING STATION) GC PROVIDE ELKAY EXH2O 115V/60112 1 PHASE, WATERSENTRY PLUS 3000 PF -3 INST-HOT WATER DISPENSER S.S. BLACK HANDLE PNE-PIECE CONSTRUCTION INSINKERATOR INSINKERATOR MODEL STAINLESS STEEL PROVIDE JUST 3-35 SS CUP STRAINER WITH REMOVABLE BASKET, 1-1/2 17 P -TRAP CHROME PLATE, BRASSCRAFT LOOSE -KEY LAV SUPPLY KIT CHROME PLATED WITH BRAIDED FLEXIBLE HOSE. PF -4 DOUBLE COMPARTMENT SINK ZURN JUST DL -1925 -A -GR, WITH BASKET STRAINER FAUCET: ZURN Z7S70C GC 5.5. DOUBLE COMPARTMENT, COUNTERTOP PF -5 GARBAGE DISPOSAL INSINKERATOR RUGGED GALBANIZED STEEL CONSTRUCTION INSINKERATOR BADGER 5 WITH 1/2HP GC PROVIDE 120V/60HZ, 6.3 AMPS PF -6 ICE MAKER BOX PLASTIC OUTLET BOX IPS CORPORATION OR COORDINATE WITH CUSTOMER WATER TITE PLASTIC ICE MAKER OUTLET BOX GC RECESSED IN WALL. ICE -MAKER TO INCLUDE HS -5061 DRAIN PUMP ASSEMBLY AS NEEDED PF -7 FLOOR DRAIN NICKEL BRONZE ROUND ADJUSTABLE STRAINER JAY R. SMITH MFG. CO. 2005-A GC PROVIDE TRAP PRIMER, PRECISION PLUMBING PRODUCTS P/N -P0-500 PF -8 WATER FILTER PENTEK BFS-201 & CBC -10 GC MARKET PRODUCT DISPLAY SHELF PF -9 TRAP SEAL DRAIN INSERT (NO TRAP PRIMER) JAY R. SMITH MFG. CO. 2692 TBD IAPMO LISTING REQUIRED, SIZE TO MATCH FLOOR DRAIN CONNECTION. FLOOR DRAIN BUCKET REQUIRED IF DEBRIS IS EXPECTED TO ENTER DRAIN. PF -10 LAVATORY KOHLER CAXTON K-2210 GC COLOR: WHITE PF -11 FAUCET SLOAN OPTIMA HARD WIRED GC CHROME PF -12 TOILET KOHLER TO BE SELECTED BY DESIGN/BUILD VENDOR FOR BECU APPROVAL GC COLOR: WHITE PF -13 URINAL KOHLER TO BE SELECTED BY DESIGN/BUILD VENDOR FOR BECU APPROVAL GC COLOR: WHITE PF -14 FAUCET FOR BREAK ROOM SINK GC PF -15 WELLNESS ROOM SINK PF -16 WELLNESS ROOM FAUCET PF -17 COFFEE BAR SINK PF -18 COFFEE BAR FAUCET PF -2 PF -1 AP -2 AP -2 AP -2 0 1:17j OPP. AP -9 .---I AC -11 I —1 AC -11 AP -10 2ND FLOOR BREAK/MARKET ENLARGED PLAN A6-1 / 1/4" = 1'-0" ACCESSORIES SCHEDULE ID ID DESCRIPTION MANUFACTURER MODEL NUMBER COLOR AC -1 1-1/2" DIA. TWO -WALL TOILET COMPARTMENT BAR BOBRICK 8-6897 STAINLESS STEEL AC -2 1-1/2" DIA. VERTICAL GRAB BAR BOBRICK B-6806 X 18 STAINLESS STEEL AC -3 TP DISPENSER BOBRICK 8-2888 STAINLESS STEEL AC -4 SEAT COVER DISPENSER BOBRICK 8-221 STAINLESS STEEL AC -5 SANITARY DISPOSAL BOBRICK B-270 STAINLESS STEEL AC -6 SANITARY PRODUCTS VENDOR BOBRICK B-3706.25 STAINLESS STEEL AC -7 SOAP DISPENSER BOBRICK 8-822 STAINLESS STEEL AC -8 PAPER TOWEL DISPENSER & WASTE RECEPTACLE BOBRICK 8-3944 STAINLESS STEEL AC -9 TOILET STALL PARTITIONS ACCURATE FLOOR SUPPORTED TBD AC -10 URINAL PARTITIONS ACCURATE WALL HANG TBD AC -11 MARKET PRODUCT DISPLAY SHELF TBD TBD TBD GRAG & GO REFRIGERATOR TBD TBD TBD GC AP -9 GRAB & GO REFRIGERATOR TBD TBD TBD GC AP -10 SELF -CHECKOUT CASHIER TBD TBD TBD GC RESOURCES: BOBRICK ACCESSORIES AND TOILET STALL PARTITIONS: ZESBAUGH, INC. 3625 INTERLAKE AVE. N., SEATTLE CONTACT: KATELYN JACOBS (206) 547-1900 INSTALLED BY NOTES GC 42" X 54", SATIN FINISH GC 18" LONG, SATIN FINISH GC SURFACE MOUNTED GC SURFACE MOUNTED GC SURFACE MOUNTED GC SEMI -RECESSED GC COUNTER MOUNT, TOP FILL, FOAM SOAP, AUTOMATIC SENSOR GC RECESSED GC GC UG 1f C:; -t OF ;K JUL 1 9 20t8 c,Lirml;-..TEP APPLIANCE SCHEDULE ID DESCRIPTION MANUFACTURER MODEL NUMBER COLOR INSTALLED BY NOTES AP -1 UNDERCOUNTER DISHWASHER BO5CH SGE68U5SUC STAINLESS STEEL GC CONNECT DRAIN TO SINK TAILPIECE WITH DRAIN AND WATER SERVICE & SHUT OFF BY PLUMBING CONTRACTOR. PROVIDE W/ EASTMAN AIRGAP FITTING A- SINK. AP -2 FREESTANDING BOTTOM FREEZER REFRIGERATOR KITCHENAID KRBRIO2ESS STAINLESS STEEL GC 22CU. FT. 33" WIDTH FULL DEPTH AP -3 COFFEE MAKER NEWCO RC-2AF STAINLESS STEEL GC WATER SERVICE & SHUT OFF BY PLUMBING CONTRACTOR AP -4 MICROWAVE SHARP R-21LCFS 1000 WATTS STAINLESS STEEL GC - AP -5 FREESTANDING ICE DISPENSER MANITOWOC SFA -291 STAINLESS STEEL GC 30"W X 32"D X 82"H AP -6 UNDERCOUNTER REFRIGERATOR SUMMIT FF63BBISSHVADA STAINLESS STEEL GC 32"H. ADA COMPLIANT, DOOR SWING: RHD AP -7 COUNTERTOP ICE MACHINE FOLLETT 7C1100A-NW-CF-ST-00 STAINLESS STEEL GC 14.62"W X 22.12"D X 17.62"H AP -8 GRAG & GO REFRIGERATOR TBD TBD TBD GC AP -9 GRAB & GO REFRIGERATOR TBD TBD TBD GC AP -10 SELF -CHECKOUT CASHIER TBD TBD TBD GC NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By: HF SM SM Date: 07/09/18 07/16/18 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 23 2918 City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: ENLARGED PLANS & SCHEDULES Sheet Title: ,►mss MAR DOUGLAS EVAPe • SI %II IN N'•►SLIPfiWON Proj. No: 17.03424.00 Designer: HF Drawn By: HF Reviewed By: SM / ME Project Manager: SM Approved By: SM / ME A6-1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ® NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 7/18/2018 4:23:53 PM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Finandal Ctr N\ DRAWINGS \ARCH\CD\GCC-BECU-A7-1.dwg User: Hiromi Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb MIRROR -FULL HEIGHT FROM TOP OF SPLASH TO BOTTOM OF SOFFIT, AND FULL WIDTH OF ALCOVE. A.D.A-APPROVED $INK & FAUCET INSULATE WRAP @ EXPOSED SUPPLY & DRAIN LINES, TYP. (PF-10/PF-11/AC-7) SOLID SURFACE 4' H. SPLASH -BELOW MIRROR ONLY - �1 l A8-2 i 1 A8-2 SOLID SURFACE COUNTER —� INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. �+ START WALL TILE WITH FULL TILE. URINAL PARTITION, TYP. (AC -10) START WITH FULL TILE / (CT -1). MIRROR -FULL HEIGHT FROM TOP OF SPLASH TO BOTTOM OF SOFFIT, AND FULL WIDTH OF ALCOVE. A.D.A-APPROVED SINK & FAUCET INSULATE WRAP @ EXPOSED SUPPLY & DRAIN LINES, TYP. (PF-10/PF-11/AC-7) SOLID SURFACE 4" H. SPLASH -BELOW MIRROR ONLY SOLID SURFACE COUNTER PAPER TOWEL & WASTE RECEPTACLE. MOUNT FOR TOWEL SLOT AT 48" A.F.F. MAX. PER ADA. (AC -8) TOILET PARTITION, TYP. (AC 9) 18" LONG VERTICAL GRAB BAR (AC -2). MOUNT FOR BOTTOM OF BAR AT 3'-4" A.F.F. GRAB BARS (AC -1). SLOT FOR NEW LIGHTING. WALL TILE AT SIDE WALLS (CT -3). STACKED BOND PATTERN. TERMINATE AT COUNTER EDGE. AT BACK WALL, START WALL TILE (CT -1) WITH FULL TILE AT CORNER OF ACCESSIBLE STALL. WALL TILE IS FIVE ROW HIGH. HEIGHT OF TOILET SEAT AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 17" TO 19", MEASURED FROM FINISH FLOOR TO TOP OF SEAT. HEIGHT OF GRAB BAR -MEASURED TO TOP OF BAR. WALL BASE TILE (CT -2). USE FLOOR TILE. CUT FOR 8" H. BASE. TOILET AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 16"TO 18" FROM 11 SIDE WALL TO CENTER OF TOILET, PER ADA. — A8-2 URINAL (PF -13), TYP. WALL BASE TILE (CF -2) USE FLOOR TILE, CUT FOR 8" HIGH BASE. MEN'S 122 3/8" 1'-0" A8-2 , WOMEN'S 125 3/8" 1'-0" WALL BASE TILE (CT -2). USE FLOOR TILE. CUT FOR 8" H. BASE. WOMEN'S 125 3/8" 1'-0" UPPER CABINETS - NO DOORS (PL -2) UNDERCABINET LIGHTING SCHEDULED BASE 10 1" FILLER TYP, 3 EQUAL 1" FILLER SAN. DISPOSAL (AC -5) NEXT TO TP ALIGN TOPS, TYP. TERMINATE WALL TILE 4" FROM FACE OF TOILET PARTITION INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. " TOILET PARTITION, TYP. (AC -9) INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. TP DISPENSER (AC -3) MOUNT TOP AT 6" BELOW GRAB BAR AND CENTER OF DISPENSER AT 6" FRON FRONT EDGE OF SEAT. TOILET (PF -12), TYP. rw i L • — 1 • it Y WALL BASE TILE (CT -2) USE FLOOR TILE, CUT FOR 8" HIGH BASE. 3 MEN'S 122 A7-1 / 3/8" 1'-0" START WITH FULL TILE AT 31-4" EDGE 18" LONG VERTICAL GRAB BAR (AC -2). MOUNT FOR BOTTOM OF BAR AT 3'-4" A.F.F. SEAT COVER DISPENSER (AC -4), TYPICAL SAN. DISPOSAL (AC -5) NEXT TO TP ALIGN TOPS, TYP. TP DISPENSER (AC -3) MOUNT TOP AT 6" BELOW GRAB BAR AND CENTER OF DISPENSER AT 6" FRON FRONT EDGE OF SEAT. WALL BASE TILE(CT-2) USE FLOOR TILE, CUT FOR 8" HIGH BASE. CD8 WOMEN'S 125 A7-1 3/8" 1'-0" N 7 4 A8-1,2 in In COPY 108 A7-1 1 3/8" 1'-0" COFFEE 119 COPY 108 UPPER CABINETS - NO DOORS (PL -2) UNDERCABINET LIGHTING — SCHEDULED BASE fl 11 2 0 LINE OF SOFFIT AT BACK OF WALL AT BACK WALL, START WALL TILE (CT -1) WITH FULL TILE AT CORNER OF ACCESSIBLE STALL WALL TILE IS FIVE ROW HIGH. GRAB BARS (AC-1/AC-2) HEIGHT OF TOILET SEAT AT ACCFSSTBLE STALL MAY BE INSTALLED IN A RANGE OF 17" TO ,19", MEASURED FROM FINISH FLOOR TO TOP OF SEAT. ;SEAT COVER DISPENSER {AC -4), :TYPICAL. 1 HEIGHT OF GRAB BAR -MEASURED ITOTOP OFBAR. SANITARY PRODUCTS VENDOR (AC -6) PAPER TOWEL & WASTE (AC -8) RECEPTACLE. MOUNT FOR TOWEL SLOT AT 48" A.F.F. MAX. PER ADA. INFILL EXISTING GRILL WITH NEW GWB SOFFIT. FSLOT FOR NEW LIGHTING. WOMEN'S 125 3/8" 1'-O" TERMINATE WALL TILE 4" FROM FACE OF TOILET PARTITION INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. NEW TOILET STALL PARTITION EQ. LOCK FOR DOOR WALL TILE (CT -3) AT SIDE WALLS. STACKED BOND PATTERN. TERMINATE AT COUNTER EDGE. SOLID SURFACE COUNTER SOLID SURFACE 4" H. SPLASH -BELOW MIRROR ONLY WALL BASE TILE (CT -2). USE FLOOR TILE. CUT FOR 8" H. BASE. PLASTIC LAMINATE COUNTERTOP WITH BACKSPLASH (PL 1) PAPER SLOT GROMMET - 1 1/4" X 11" CLEAR OPENING SHREDDER BIN 13 3/4" CLEAR 1 A8-2 N V' REF. 2 6" '-0" 2 2" SCRIBE TYP. WELLNESS 120 3/8" 1'-0" N 3 Cr.)( -2 OPEN BELON » OPEN BELOW COPY 108 3/8" 1'-0" A.D.A-APPROVED SINK & FAUCET (PF -15) (PF -16) UNDERCOUNTER REFRIGERATOR (AP -6) PLAM (PL -1) COUNTERTOP &4"1-1. BACKSPLASH SCHEDULED BASE PLASTIC LAMINATE BASE CABINET 2'-71' MIN. WITH INTEGRATED TOE KICK (PL -2) 2' 8" P4 N • 4 N Jr 2' 8" 7, 2' 8" 1, PLASTIC LAMINATE BASE CABINETS WITH ADJUSTABLE SHELVES (PL -2) PROVIDE DIVIDER PLASTIC LAMINATE BASE CABINET 2'-7" MIN. WITH INTEGRATED TOE KICK (PL -2) SCHEDULED BASE 10'-B" VIF 8 EQUAL (if A8->. TYP. 3'-3" 1'-S" 4 EQUAL 13COFFEE 119 A7-1 3/8" 1'-0" Jr3'-0" \ 1-5" TOILET AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 16"TO 18" FROM SIDE WALL TO CENTER OF TOILET, PER ADA. A.D.A-APPROVED SINK & FAUCET (PF -15) (PF -16) FULL HEIGHT TILE BACKSPLASH (CT -4) SOLID SURFACE COUNsrgf; > . JUL 1 9 2018 itFll i 'T DE;;4Tel ,. SCHEDULED BASE PLASTIC LAMINATE BASE CABINET 2'-7" MIN. WITH INTEGRATED TOE KICK (PL -2) D18-0219 NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By; HF SM SM REVIEVED FOR CODE COMPLIANCE APPROVED 021318 City of Tukwila BUILDING DIVISION Date: 07/09/18 07/16/18 07/16/18 GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address'. INTERIOR ELEVATIONS Sheet Ttle: Si$ 54) RI:( ati I IJtay, -ARCM I 1 (' 1 MARK DOUGLAS EVANS__ %I111.0I W.K111NL6T(1% Pro). No: Drawn By: Project Manager: 17.03424.00 Designer: HF Reviewed By: SM Approved By: A7-1 HF SM / ME SM ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUBCONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. (0 NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED I 4 ICE 1 COFFEE �!� L 1 �Z I (AP -7) (AP -3)1 A8-1 �8-2 TYP. ! - e-1 TYR rd I REFRIGERATOR -2) —V I 1II�_-- — (AP 3'-3" 1'-S" 4 EQUAL 13COFFEE 119 A7-1 3/8" 1'-0" Jr3'-0" \ 1-5" TOILET AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 16"TO 18" FROM SIDE WALL TO CENTER OF TOILET, PER ADA. A.D.A-APPROVED SINK & FAUCET (PF -15) (PF -16) FULL HEIGHT TILE BACKSPLASH (CT -4) SOLID SURFACE COUNsrgf; > . JUL 1 9 2018 itFll i 'T DE;;4Tel ,. SCHEDULED BASE PLASTIC LAMINATE BASE CABINET 2'-7" MIN. WITH INTEGRATED TOE KICK (PL -2) D18-0219 NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By; HF SM SM REVIEVED FOR CODE COMPLIANCE APPROVED 021318 City of Tukwila BUILDING DIVISION Date: 07/09/18 07/16/18 07/16/18 GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address'. INTERIOR ELEVATIONS Sheet Ttle: Si$ 54) RI:( ati I IJtay, -ARCM I 1 (' 1 MARK DOUGLAS EVANS__ %I111.0I W.K111NL6T(1% Pro). No: Drawn By: Project Manager: 17.03424.00 Designer: HF Reviewed By: SM Approved By: A7-1 HF SM / ME SM ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUBCONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. (0 NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED 7/18/2018 4:24:01 PM Filename: U:\Proj\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\DRAWINGS\ARCH\CD\GCC-BECU-A7-1.dwg User: Hiromi Fujiki Device: DWG To PDF.Pc3 PenTable: _NELSON-FULL.ctb TERMINATE WALL TILE 4" FROM FACE OF TOILET PARTITION INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. 2 A8-2 START WITH FULL TILE AT EDGE MEN'S 223 3/8" 1'-0" 18" LONG VERTICAL GRAB BAR. MOUNT FOR BOTTOM OF BAR AT 3'-4" A.F.F. TP DISPENSER MOUNT TOP AT 6" BELOW GRAB BAR AND CENTER OF DISPENSER AT 6" FRON FRONT EDGE OF SEAT. WALL BASE TILE USE FLOOR TILE, CUT FOR 8" HIGH BASE. LOCK FOR DOOR PLASTIC LAMINATE COUNTERTOP WITH 1' \MEN'S 223 A7-2 3/8" 1'-0" MIRROR -FULL HEIGHT FROM TOP OF SPLASH TO BOTTOM OF SOFFIT, AND FULL WIDTH OF ALCOVE. SLOT FOR NEW LIGHTING. INFILL EXISTING GRILL WITH NEW GWB SOFFIT. WALL TILE AT SIDE WALLS (CT -3). STACKED BOND PATTERN. TERMINATE AT COUNTER EDGE. SOLID SURFACE (55-1) 4" H. SPLASH -BELOW MIRROR ONLY SOLID SURFACE COUNTER (SS -1) WALL BASE TILE (CT -2). USE FLOOR TILE CUT FOR 8" H. BASE. A7-2 WOMEN'S 222 3/8" 1'-O" BACKSPLASH (PL -1) PAPER SLOT GROMMET - 1 1/4" X 11"CLEAR OPENING SHREDDER BIN 13 3/4" CLEAR iV OF6N BELOW OPEN BELOW 4_ 2'8" DV 21-8" 2' 8" UPPER CABINETS - NO DOORS (PL 2) UNDERCABINET LIGHTING PLASTIC LAMINATE BASE CABINETS WITH ADJUSTABLE SHELVES (PL -2) PROVIDE DIVIDER TERMINATE WALL TILE 4" FROM FACE OF TOILET PARTITION INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. START WITH FULL TILE AT EDGE (CT -1) 18" LONG VERTICAL GRAB BAR (AC -2). MOUNT FOR BOTTOM OF BAR AT 3'-4" A,F.F. MEN'S 223 3/8° 1'-0" INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. START WALL TILE (CT -1) WITH FULL TILE AT CORNER 3,4, SAN. DISPOSAL (AC -5) NEXT TO TP ALIGN TOPS. TP DISPENSER (AC -3) MOUNT TOP AT 6" BELOW GRAB BAR AND CENTER OF DISPENSER AT 6" FRON FRONT EDGE OF SEAT. --T WALL BASE TILE (CT -2) USE FLOOR TILE, CUT FOR 8" HIGH BASE. TERMINATE WALL TILE 4" FROM FACE OF TOILET PARTITION INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. MIRROR -FULL HEIGHT FROM TOP OF SPLASH TO BOTTOM OF SOFFIT, AND FULL WIDTH OF MEN'S 223 3/8" 1'-0" INFILL EXISTING GRILL WITH NEW GWB SOFFIT, SLOT FOR NEW UGHTING. WALL TILE AT SIDE WALLS (Cr -3). STACKED BOND PATTERN. TERMINATE AT COUNTER EDGE. ALCOVE. SOLID SURFACE (SS -1) 4° H. 12 SPLASH -BELOW MIRROR ONLY — A8-2 7 SOLID SURFACE (551) 4' H. SPLASH BELOW MIRROR ONLY SOLID SURFACE COUNTER (SS -1) - SOLID SURFACE COUNTER (SS -1) WALL BASE TILE (CT -2). USE FLOOR TILE. CUT FOR 8" H. BASE. START WITH FULL TILE AT EDGE (CT -1) 18" LONG VERTICAL GRAB BAR (AC -2). MOUNT FOR BOTTOM OF BAR AT 3'-4" A.F.F. TP DISPENSER (AC -2) MOUNT TOP AT 6" BELOW GRAB BAR AND CENTER OF DISPENSER AT 6" FRON FRONT EDGE OF SEAT. WALL BASE TILE (CT -2) USE FLOOR TILE, CUT FOR 8" HIGH BASE. FILLER TYP. 3 EQUAL 5 WOMEN'S 222 A7-2 / 3/8" 1'-0" 1" FILLER PLASTIC LAMINATE BASE CABINET 2'-T MIN. WITH INTEGRATED TOE KICK (PL -2) SCHEDULED BASE V, WOMEN'S 222 3/8" 1'-0" WALL BASE TILE (CT -2). USE FLOOR TILE. CLIT FOR 8' H. BASE. LINE OF SOFFIT AT BACK OF WALL AT BACK WALL, START WALL TILE (CT -1) WITH FULL TILE AT CORNER OF ACCESSIBLE STALL. WALL TILE IS FIVE ROW HIGH. SEAT COVER DISPENSER (AC -4), TYPICAL HEIGHT OF GRAB BAR -MEASURED TO TOP OF BAR. HEIGHT OF TOILET SEAT AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 17" TO 19", MEASURED FROM FINISH FLOOR TO TOP OF SEAT. TOILET AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 16" TO 18 FROM SIDE WALL TO CENTER OF TOILET, PER ADA. DV UPPER CABINETS - NO DOORS (PL -2) UNDERCABINET LIGHTING SCHEDULED BASE WOMEN'S 222 3/8" 1'-0" D18-0219 UNE OF SOFFIT AT BACK OF WALL TP DISPENSER (AC -3) AT BACK WALL, START WALL TILE (CT -1) WITH FULL TILE AT CORNER OF ACCESSIBLE STALL. WALL TILE I5 FIVE ROW HIGH. SEAT COVER DISPENSER, TYPICAL. HEIGHT OF GRAB BAR -MEASURED TO TOP OF BAR. HEIGHT OF TOILET SEAT AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 17" TO 19", MEASURED FROM FINISH FLOOR TO TOP OF SEAT. TOILET AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 16" TO 18 FROM SIDE WALL TO CENTER OF TOILET, PER ADA. ..' i'C JUL 1 9 2018 NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By: HF SM SM Date: 07/09/18 07/16/18 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED UU F, J City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: INTERIOR ELEVATIONS Sheet Title: 14.15(, R I (ill 11 j(!:u 4RC7NII(•j .••••r AV`s MARK DOUGLAS EVANS ul uF u'11.11/M.I10\ Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HF Reviewed By: SM / ME Approved By: SM/ME A7-2 ALL DIMENSIONS AND CONDITIONS MUST BE C CFO n / 1f\ / f in LT' LT" 743 LJu� U LI L111 U START WITH FULL TILE AT EDGE MEN'S 223 3/8" 1'-0" 18" LONG VERTICAL GRAB BAR. MOUNT FOR BOTTOM OF BAR AT 3'-4" A.F.F. TP DISPENSER MOUNT TOP AT 6" BELOW GRAB BAR AND CENTER OF DISPENSER AT 6" FRON FRONT EDGE OF SEAT. WALL BASE TILE USE FLOOR TILE, CUT FOR 8" HIGH BASE. LOCK FOR DOOR PLASTIC LAMINATE COUNTERTOP WITH 1' \MEN'S 223 A7-2 3/8" 1'-0" MIRROR -FULL HEIGHT FROM TOP OF SPLASH TO BOTTOM OF SOFFIT, AND FULL WIDTH OF ALCOVE. SLOT FOR NEW LIGHTING. INFILL EXISTING GRILL WITH NEW GWB SOFFIT. WALL TILE AT SIDE WALLS (CT -3). STACKED BOND PATTERN. TERMINATE AT COUNTER EDGE. SOLID SURFACE (55-1) 4" H. SPLASH -BELOW MIRROR ONLY SOLID SURFACE COUNTER (SS -1) WALL BASE TILE (CT -2). USE FLOOR TILE CUT FOR 8" H. BASE. A7-2 WOMEN'S 222 3/8" 1'-O" BACKSPLASH (PL -1) PAPER SLOT GROMMET - 1 1/4" X 11"CLEAR OPENING SHREDDER BIN 13 3/4" CLEAR iV OF6N BELOW OPEN BELOW 4_ 2'8" DV 21-8" 2' 8" UPPER CABINETS - NO DOORS (PL 2) UNDERCABINET LIGHTING PLASTIC LAMINATE BASE CABINETS WITH ADJUSTABLE SHELVES (PL -2) PROVIDE DIVIDER TERMINATE WALL TILE 4" FROM FACE OF TOILET PARTITION INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. START WITH FULL TILE AT EDGE (CT -1) 18" LONG VERTICAL GRAB BAR (AC -2). MOUNT FOR BOTTOM OF BAR AT 3'-4" A,F.F. MEN'S 223 3/8° 1'-0" INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. START WALL TILE (CT -1) WITH FULL TILE AT CORNER 3,4, SAN. DISPOSAL (AC -5) NEXT TO TP ALIGN TOPS. TP DISPENSER (AC -3) MOUNT TOP AT 6" BELOW GRAB BAR AND CENTER OF DISPENSER AT 6" FRON FRONT EDGE OF SEAT. --T WALL BASE TILE (CT -2) USE FLOOR TILE, CUT FOR 8" HIGH BASE. TERMINATE WALL TILE 4" FROM FACE OF TOILET PARTITION INFILL EXISTING GRILL WITH NEW GWB SOFFIT. SLOT FOR NEW LIGHTING. MIRROR -FULL HEIGHT FROM TOP OF SPLASH TO BOTTOM OF SOFFIT, AND FULL WIDTH OF MEN'S 223 3/8" 1'-0" INFILL EXISTING GRILL WITH NEW GWB SOFFIT, SLOT FOR NEW UGHTING. WALL TILE AT SIDE WALLS (Cr -3). STACKED BOND PATTERN. TERMINATE AT COUNTER EDGE. ALCOVE. SOLID SURFACE (SS -1) 4° H. 12 SPLASH -BELOW MIRROR ONLY — A8-2 7 SOLID SURFACE (551) 4' H. SPLASH BELOW MIRROR ONLY SOLID SURFACE COUNTER (SS -1) - SOLID SURFACE COUNTER (SS -1) WALL BASE TILE (CT -2). USE FLOOR TILE. CUT FOR 8" H. BASE. START WITH FULL TILE AT EDGE (CT -1) 18" LONG VERTICAL GRAB BAR (AC -2). MOUNT FOR BOTTOM OF BAR AT 3'-4" A.F.F. TP DISPENSER (AC -2) MOUNT TOP AT 6" BELOW GRAB BAR AND CENTER OF DISPENSER AT 6" FRON FRONT EDGE OF SEAT. WALL BASE TILE (CT -2) USE FLOOR TILE, CUT FOR 8" HIGH BASE. FILLER TYP. 3 EQUAL 5 WOMEN'S 222 A7-2 / 3/8" 1'-0" 1" FILLER PLASTIC LAMINATE BASE CABINET 2'-T MIN. WITH INTEGRATED TOE KICK (PL -2) SCHEDULED BASE V, WOMEN'S 222 3/8" 1'-0" WALL BASE TILE (CT -2). USE FLOOR TILE. CLIT FOR 8' H. BASE. LINE OF SOFFIT AT BACK OF WALL AT BACK WALL, START WALL TILE (CT -1) WITH FULL TILE AT CORNER OF ACCESSIBLE STALL. WALL TILE IS FIVE ROW HIGH. SEAT COVER DISPENSER (AC -4), TYPICAL HEIGHT OF GRAB BAR -MEASURED TO TOP OF BAR. HEIGHT OF TOILET SEAT AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 17" TO 19", MEASURED FROM FINISH FLOOR TO TOP OF SEAT. TOILET AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 16" TO 18 FROM SIDE WALL TO CENTER OF TOILET, PER ADA. DV UPPER CABINETS - NO DOORS (PL -2) UNDERCABINET LIGHTING SCHEDULED BASE WOMEN'S 222 3/8" 1'-0" D18-0219 UNE OF SOFFIT AT BACK OF WALL TP DISPENSER (AC -3) AT BACK WALL, START WALL TILE (CT -1) WITH FULL TILE AT CORNER OF ACCESSIBLE STALL. WALL TILE I5 FIVE ROW HIGH. SEAT COVER DISPENSER, TYPICAL. HEIGHT OF GRAB BAR -MEASURED TO TOP OF BAR. HEIGHT OF TOILET SEAT AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 17" TO 19", MEASURED FROM FINISH FLOOR TO TOP OF SEAT. TOILET AT ACCESSIBLE STALL MAY BE INSTALLED IN A RANGE OF 16" TO 18 FROM SIDE WALL TO CENTER OF TOILET, PER ADA. ..' i'C JUL 1 9 2018 NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By: HF SM SM Date: 07/09/18 07/16/18 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED UU F, J City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: INTERIOR ELEVATIONS Sheet Title: 14.15(, R I (ill 11 j(!:u 4RC7NII(•j .••••r AV`s MARK DOUGLAS EVANS ul uF u'11.11/M.I10\ Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HF Reviewed By: SM / ME Approved By: SM/ME A7-2 ALL DIMENSIONS AND CONDITIONS MUST BE C CFO n Plot Date: 7/18/2018 4:24:05 PM Filename: U:\Prof\BECU\WA\17.03424.00-BECU IT Group At Tukwila Financial Ctr N\ DRAWINGS \ARCH\CD\GCC-BECU-A7-1.dwg User Hiram' Fujiki Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb PAINTED GWB FULL HEIGHT TILE BACKSPLASH (CT 4) COFFEE MAKER LOCATION PROVIDE WATER LINE g 2 m SCRIBEE TYP. ( t� !. AB 2 AB -2 TYP. SOLID SURFACE COUNTERTOP SCRIBED TO WALL (SS 2) MATCHING PLASTIC LAMINATE SURROUND AT ALL SIDES OF MICROWAVE OVENS CABINETS, (PL 2) /TN, BREAK / MARKET 220 3/8" 1'-0" 1'-6" 1 2'-6" 4'-8" - 4 EQUAL 2'-01/4' 3'-1" EQ. , EQ. 21-0• PULL-OUT TRASH/RECYCLE BINS (PL -2) 11 j 61 jKA8V TY . �� 101. A8-1 P. 111 TYP. m 1'-6" o 4 \�- I • -' 1'-6" 1' 9" '2 BREAK / MARKET 220 A7-3 J 3/8" 1'-0" ACT CEILING PAINTED GWB SOFFIT SOLID SURFACE COUTERTOP (SS -2) PULL-OUT TRASH/RECYCLE BINS (PL -2) CUTOUTS FOR HORIZONTAL 3 EQUAL 1'-6" / 1'-6" 1'-6" DUPLEX OUTLETS, BY OTHERS ,A8-2 PANEL JOINTS 1'-2" 3'-8" 2'-r ACT CEILING PAINTED GWB SOFFIT SOLID SURFACE COUTERTOP (5S-2) PLASTIC LAMINATE FACE PANEL (PL -2) CUTOUTS FOR HORIZONTAL Jr J BREAK / MARKET 220 A7-3 3/8" 1'-0" 2 EQUAL DUPLEX OUTLETS, BY OTHERS ACT CEILING PAINTED GWB SOFFIT SOLID SURFACE SIDE PANEL (SS -2) BREAK / MARKET 220 3/8" 1'-0" D18-0219 JUL 19 2018 PwM1.1-1 Ch'iN,TER NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)223-4999 Fax: (2P3) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By: HF SM SM Date: 07/09/18 07/16/18 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 2518 City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: INTERIOR ELEVATIONS Sheet Title: 84159 x1(iIS1ty..14;. -+tR(7111! ( I 4"*" —I MARK DOUGLAS EVANS sr III iN Proj. No: 17.03424.00 Designer: HF Drawn By: HE Reviewed By: SM / ME Project Manager: SM Approved By: SM / ME A7-3 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED OPEN 1.4 N It . r I' ` I i (AP 2) E RATOR (AP 2) REFRIGERATOR (AP -2) 12 _ .,f MW ��) �, ; �3� L AB 1 LO ICE (AP 5> L- A8A8-1 P. A8-2 r (MP -4) �A8-� 0 BR j I DW p E D E (AP -1) - O---_- II i n :: �-r-__.... —1--1--1 1 \ - BREAK / MARKET 220 3/8" 1'-0" 1'-6" 1 2'-6" 4'-8" - 4 EQUAL 2'-01/4' 3'-1" EQ. , EQ. 21-0• PULL-OUT TRASH/RECYCLE BINS (PL -2) 11 j 61 jKA8V TY . �� 101. A8-1 P. 111 TYP. m 1'-6" o 4 \�- I • -' 1'-6" 1' 9" '2 BREAK / MARKET 220 A7-3 J 3/8" 1'-0" ACT CEILING PAINTED GWB SOFFIT SOLID SURFACE COUTERTOP (SS -2) PULL-OUT TRASH/RECYCLE BINS (PL -2) CUTOUTS FOR HORIZONTAL 3 EQUAL 1'-6" / 1'-6" 1'-6" DUPLEX OUTLETS, BY OTHERS ,A8-2 PANEL JOINTS 1'-2" 3'-8" 2'-r ACT CEILING PAINTED GWB SOFFIT SOLID SURFACE COUTERTOP (5S-2) PLASTIC LAMINATE FACE PANEL (PL -2) CUTOUTS FOR HORIZONTAL Jr J BREAK / MARKET 220 A7-3 3/8" 1'-0" 2 EQUAL DUPLEX OUTLETS, BY OTHERS ACT CEILING PAINTED GWB SOFFIT SOLID SURFACE SIDE PANEL (SS -2) BREAK / MARKET 220 3/8" 1'-0" D18-0219 JUL 19 2018 PwM1.1-1 Ch'iN,TER NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)223-4999 Fax: (2P3) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By: HF SM SM Date: 07/09/18 07/16/18 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 2518 City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: INTERIOR ELEVATIONS Sheet Title: 84159 x1(iIS1ty..14;. -+tR(7111! ( I 4"*" —I MARK DOUGLAS EVANS sr III iN Proj. No: 17.03424.00 Designer: HF Drawn By: HE Reviewed By: SM / ME Project Manager: SM Approved By: SM / ME A7-3 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED 2'-0" J o INTERIOR: /@ INTERIOR: " " WHITE MELAMINE " " --... ---. _.... " " " ter.. nBASE CABINET WITH DOOR 1 1/2" = 1'-0" E' LL E 2 x a fl NOT USED N/A 2'-0" POWER OUTLET (+44" A.F.F.) MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) COUNTERTOP & NOSING: PLASTIC LAMINATE OVER 3/4" PLYWOOD SUBSTRATE OR SOLID SURFACE TOP WITH 1 1/2" NOSING (SEE ELEVATION) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS PULL (MOUNT VERTICALLY) DOOR: PLASTIC LAMINATE OR WOOD VENEER OVER 3/4' SUBSTRATE WITH FINISHED EDGES (SEE ELEVATIONS) ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD W/PVC EDGE; (1) SHELF PER CABINET U.N.O. WATER LINE (WHERE OCCURS) BASE AS NOTED IN ELEVATION UNE OF FINISHED FLOOR 1 " ' 3 /v MILLWORK W/ TRASH DRAWER - SS 1 1/2" = 1'-0" SCHEDULED PARTITION 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPASH IS NOT SPECIFIED COUNTERTOP: SOLID SURFACE WITH EASED EDGES SCHEDULED HARDWARE RECYCLING/TRASH RECEPTACLE, 10.5 GALLON DOOR: PLASTIC LAMINATE ON 3/4' PARTICLE BOARD SLIDE -OUT TRASH & RECYCLING BIN HOLDER WITH DOOR MOUNT BRACKET KIET AND SLIDING TRACK FRAME: 3/4" PARTICLE BOARD; ADD FRTW BLOCKING AS REQUIRED SCHEDULED BASE UNE OF FINISHED FLOOR 2'-0" POWER OUTLET (+44" A.F.F.) MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) COUNTERTOP & NOSING: PLASTIC LAMINATE OVER 3/4" PLYWOOD SUBSTRATE OR SOLID SURFACE TOP WITH 1 1/2" NOSING (SEE ELEVATION) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS PAPER SLOT GROMMET 1 1/4" X 11" CLEAR OPENING DOOR: PLASTIC LAMINATE OR WOOD VENEER OVER 3/4" SUBSTRATE WITH FINISHED EDGES (SEE ELEVATIONS) BASE AS NOTED IN ELEVATION UNE OF FINISHED FLOOR BASE CABINET WITH DOOR AND PAPER SLOT 1 1/2" = 1'-0" 3'-0" Alsr 12" KNEE SPACE K"X8"WIDE X12" LONG AT 31-0"O.C. STEEL SUPPORT PLATES LET INTO UNDERSIDE OF COUNTERTOP— „ n INTERIOR: WHITE MELAMINE i ei 1.; 00 1 1/4" THICK SOLID SURFACE COUNTERTOP WITH EASED EDGES REVEAL (CONTINUOUS BLACK SPACER) SCHEDULED HARDWARE HOUZONTALY-MOUNTED PULL FINISHED PANEL BOTH SIDES DOOR: PLASTIC LAMINATE ON P3 3/4" PARTICLE BOARD , MILLWORK DETAIL, 4 DRAWERS - SS 1 1/2" = 1'-0" 3'-0" 12" KNEE SPACE WX8"WIDE X12" LONG AT 3'-0"O.C. STEEL SUPPORT PLATES LET INTO UNDERSIDE OF COUNTERTOP ,I-. „ INTERIOR: WHITE MELAMINE 0 0 „ ,,_ 1 1/4" THICK SOLID SURFACE COUNTERTOP WITH EASED EDGES REVEAL (CONTINUOUS BLACK SPACER) SCHEDULED HARDWARE VERTICALLY -MOUNTED PULL FINISHED PANEL BOTH SIDES ADJUSTABLE SHELF: 3" MELAMINE WITH PVC EDGE DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD SCHEDULED BASE UNE OF FINISHED FLOOR MILLWORK ISLAND W/ DOOR - SS 1 1/2" = 1'-0" 2'-0" z W A8-1 z 1 w L 0 0 3" OPEN BASE CABINET AT EQUIPMENT 1 1/2" = 2'-0" T �N INTERIOR: WHITE MELAMINE FRAME: 3/4" PARTICAL BOARD; ADD FRIW BLOCKING AS REQUIRED POWER OUTLET (+44" A.F.F.) MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) COUNTERTOP & NOSING: PLASTIC LAMINATE OVER 3/4" PLYWOOD SUBSTRATE OR SOLID SURFACE TOP WITH 1 1/2" NOSING (SEE ELEVATION) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS PLASTIC LAMINATE ON THIS EXPOSED SURFACE PLASTIC LAMINATE ON LEDGER OUTLET WHERE OCCURS FINISH END: PLASTIC LAMINATE SIDE PANEL OF ADJACENT CABINET UNE OF EQUIPMENT (VERIFY HEIGHT) FACE OF WALL RESILIENT BASE AT BACK WALL AND SIDES LINE OF FINISHED FLOOR, EXTEND INTO ALCOVE POWER OUTLET (+44" A.F.F.) MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) COUNTERTOP & NOSING: PLASTIC LAMINATE OVER 3/4" PLYWOOD SUBSTRATE OR SOLID SURFACE TOP WITH 1 1/2" NOSING (SEE ELEVATION) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS VERTICALLY -MOUNTED PULL ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD W/PVC EDGE; (1) SHELF PER CABINET U.N.O. DOOR: PLASTIC LAMINATE OR WOOD VENEER OVER 3/4" SUBSTRATE WITH FINISHED EDGES (SEE ELEVATIONS) BASE AS NOTED IN ELEVATION LINE OF FINISHED FLOOR MILLWORK DETAIL W/ DRAWER - PLAM 1 1/2" = 1'-0" 3'-0" 12" KNEE SPACE W'X8"WIDE X12" LONG AT 3'-0"O.C. STEEL SUPPORT PLATES LET INTO UNDERSIDE OF COUNTERTOP — dx 1 INTERIOR: WHITE MELAMINE 1 1/4" THICK SOLID SURFACE COUNTERTOP WITH EASED EDGES ▪ REVEAL (CONTINUOUS BLACK SPACER) SCHEDULED HARDWARE HORIZONTALLY -MOUNTED PULL FINISHED PANEL BOTH SIDES RECYCLING/TRASH RECEPTACLE, AS SCHEDULED DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD SLIDE -OUT TRASH & RECYCLING BIN HOLDER WITH BRACKET KIT AND SLIDING TRACK FRAME: 3/4" PARTICLE BOARD; ADD FRTW BLOCKING AS REQUIRED SCHEDULED BASE n LINE OF FINISHED FLOOR MILLWORK W/ TRASH DRAWER - SS 1 1/2" = 1'-0" O 1'-0" CLEAR - INTERIOR: WHITE MELAMINE 1/2" MIN. ta N 0 NOTE: CLOSE END OF CABINET, WHERE VISIBLE OPEN UPPER CABINET 1 1/2" = 11-0" z 1'-0" CLEAR bA 1/2" MIN. " INTERIOR: ,2" - WHITE MELAMINE • NOTE: CLOSE END OF CABINET, WHERE VISIBLE UPPER CABINET WITH DOOR 1 1/2" = 1'-0" D18-0219 12 INTERIOR: WHITE MELAMINE co dCO "+IOD 1" ADJUSTABLE SHELF: PLASTIC LAMINATE WITH FLAT PVC EDGE TRIM ON PIN BRACKETS (SEE ELEVATIONS FOR ACTUAL QUANTITY) EXPOSED SURFACES: PLASTIC LAMINATE ON 3/4" PLYWOOD WITH PLASTIC LAMINATE EDGES ALIGN WITH ADJACENT MILLWORK DOORS OR SOFFIT ABOVE WHERE OCCURS UNDER -CABINET TASK LIGHT (WHERE OCCURS) FRENCH CLEATS TILE BACKSPLASH TO UNDERSIDE OF CABINET (WHERE OCCURS) ADJUSTABLE SHELF: PLASTIC LAMINATE WITH FLAT PVC EDGE TRIM ON PIN BRACKETS (SEE ELEVATION FOR QUANTITY) DOOR: PLASTIC LAMINATE WITH FINISHED EDGES BOTTOM SHELF EDGE AND VALANCE: PLASTIC LAMINATE TO MATCH DOOR VERTICALLY -MOUNTED PULL UNDER CABINET LIGHT FIXTURE, WHERE OCCURS VALANCE AT EXPOSED ENDS FULL -HEIGHT BACKSPLASH TO UNDERSIDE OF CABINET (WHERE OCCURS) POWER OUTLET (+44" A.F.F.) MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) 1 1/4" THICK SOLID SURFACE COUNTERTOP WITH EASED EDGES (SEE ELEVATION) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS HORIZONTALLY -MOUNTED PULL DOOR: PLASTIC LAMINATE OR WC VENEER.OVER 3/4" SUBSTRATE W FINd$I,(FLU gi*es,(SEE:E,tTEVATION I.:d yr ..: -�. ..... JUL 192018 !-'E2Mf-I CENTER BASE AS NOTED IN ELEVATION LINE OF FINISHED FLOOR MILLWORK DETAIL, 3 DRAWERS - PLAM A8-1 1 1/2" = 1'-0" Xref .1N Titlblk 24x36.dwa NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET rREVIEVWED FOR CODE COMPLIANCE APPROVED No: By: HF SM SM AUG C. 2^18 City of Tukwila BUILDING DIVISION Date: 07/09/18 07/16/18 07/18/18 GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIeICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: DETAILS & SECTIONS Sheet Title: 1(459 JW(iNN WI..ly. w,rs MARK DOUGLAS EVAfS-- %1.51tiN a'ASIIINLtION Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HE Reviewed By: SM / ME Approved By: SM / ME A8-1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIORTO PROCEEDING WITH TIE WORK ® NELSON WORLDWIDE, LLC 2010 ALL RIGHTS RESERVED /@ INTERIOR: WHITE MELAMINE / _ / ' --... ---. _.... ter.. 1 " ' 3 /v MILLWORK W/ TRASH DRAWER - SS 1 1/2" = 1'-0" SCHEDULED PARTITION 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPASH IS NOT SPECIFIED COUNTERTOP: SOLID SURFACE WITH EASED EDGES SCHEDULED HARDWARE RECYCLING/TRASH RECEPTACLE, 10.5 GALLON DOOR: PLASTIC LAMINATE ON 3/4' PARTICLE BOARD SLIDE -OUT TRASH & RECYCLING BIN HOLDER WITH DOOR MOUNT BRACKET KIET AND SLIDING TRACK FRAME: 3/4" PARTICLE BOARD; ADD FRTW BLOCKING AS REQUIRED SCHEDULED BASE UNE OF FINISHED FLOOR 2'-0" POWER OUTLET (+44" A.F.F.) MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) COUNTERTOP & NOSING: PLASTIC LAMINATE OVER 3/4" PLYWOOD SUBSTRATE OR SOLID SURFACE TOP WITH 1 1/2" NOSING (SEE ELEVATION) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS PAPER SLOT GROMMET 1 1/4" X 11" CLEAR OPENING DOOR: PLASTIC LAMINATE OR WOOD VENEER OVER 3/4" SUBSTRATE WITH FINISHED EDGES (SEE ELEVATIONS) BASE AS NOTED IN ELEVATION UNE OF FINISHED FLOOR BASE CABINET WITH DOOR AND PAPER SLOT 1 1/2" = 1'-0" 3'-0" Alsr 12" KNEE SPACE K"X8"WIDE X12" LONG AT 31-0"O.C. STEEL SUPPORT PLATES LET INTO UNDERSIDE OF COUNTERTOP— „ n INTERIOR: WHITE MELAMINE i ei 1.; 00 1 1/4" THICK SOLID SURFACE COUNTERTOP WITH EASED EDGES REVEAL (CONTINUOUS BLACK SPACER) SCHEDULED HARDWARE HOUZONTALY-MOUNTED PULL FINISHED PANEL BOTH SIDES DOOR: PLASTIC LAMINATE ON P3 3/4" PARTICLE BOARD , MILLWORK DETAIL, 4 DRAWERS - SS 1 1/2" = 1'-0" 3'-0" 12" KNEE SPACE WX8"WIDE X12" LONG AT 3'-0"O.C. STEEL SUPPORT PLATES LET INTO UNDERSIDE OF COUNTERTOP ,I-. „ INTERIOR: WHITE MELAMINE 0 0 „ ,,_ 1 1/4" THICK SOLID SURFACE COUNTERTOP WITH EASED EDGES REVEAL (CONTINUOUS BLACK SPACER) SCHEDULED HARDWARE VERTICALLY -MOUNTED PULL FINISHED PANEL BOTH SIDES ADJUSTABLE SHELF: 3" MELAMINE WITH PVC EDGE DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD SCHEDULED BASE UNE OF FINISHED FLOOR MILLWORK ISLAND W/ DOOR - SS 1 1/2" = 1'-0" 2'-0" z W A8-1 z 1 w L 0 0 3" OPEN BASE CABINET AT EQUIPMENT 1 1/2" = 2'-0" T �N INTERIOR: WHITE MELAMINE FRAME: 3/4" PARTICAL BOARD; ADD FRIW BLOCKING AS REQUIRED POWER OUTLET (+44" A.F.F.) MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) COUNTERTOP & NOSING: PLASTIC LAMINATE OVER 3/4" PLYWOOD SUBSTRATE OR SOLID SURFACE TOP WITH 1 1/2" NOSING (SEE ELEVATION) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS PLASTIC LAMINATE ON THIS EXPOSED SURFACE PLASTIC LAMINATE ON LEDGER OUTLET WHERE OCCURS FINISH END: PLASTIC LAMINATE SIDE PANEL OF ADJACENT CABINET UNE OF EQUIPMENT (VERIFY HEIGHT) FACE OF WALL RESILIENT BASE AT BACK WALL AND SIDES LINE OF FINISHED FLOOR, EXTEND INTO ALCOVE POWER OUTLET (+44" A.F.F.) MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) COUNTERTOP & NOSING: PLASTIC LAMINATE OVER 3/4" PLYWOOD SUBSTRATE OR SOLID SURFACE TOP WITH 1 1/2" NOSING (SEE ELEVATION) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS VERTICALLY -MOUNTED PULL ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD W/PVC EDGE; (1) SHELF PER CABINET U.N.O. DOOR: PLASTIC LAMINATE OR WOOD VENEER OVER 3/4" SUBSTRATE WITH FINISHED EDGES (SEE ELEVATIONS) BASE AS NOTED IN ELEVATION LINE OF FINISHED FLOOR MILLWORK DETAIL W/ DRAWER - PLAM 1 1/2" = 1'-0" 3'-0" 12" KNEE SPACE W'X8"WIDE X12" LONG AT 3'-0"O.C. STEEL SUPPORT PLATES LET INTO UNDERSIDE OF COUNTERTOP — dx 1 INTERIOR: WHITE MELAMINE 1 1/4" THICK SOLID SURFACE COUNTERTOP WITH EASED EDGES ▪ REVEAL (CONTINUOUS BLACK SPACER) SCHEDULED HARDWARE HORIZONTALLY -MOUNTED PULL FINISHED PANEL BOTH SIDES RECYCLING/TRASH RECEPTACLE, AS SCHEDULED DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD SLIDE -OUT TRASH & RECYCLING BIN HOLDER WITH BRACKET KIT AND SLIDING TRACK FRAME: 3/4" PARTICLE BOARD; ADD FRTW BLOCKING AS REQUIRED SCHEDULED BASE n LINE OF FINISHED FLOOR MILLWORK W/ TRASH DRAWER - SS 1 1/2" = 1'-0" O 1'-0" CLEAR - INTERIOR: WHITE MELAMINE 1/2" MIN. ta N 0 NOTE: CLOSE END OF CABINET, WHERE VISIBLE OPEN UPPER CABINET 1 1/2" = 11-0" z 1'-0" CLEAR bA 1/2" MIN. " INTERIOR: ,2" - WHITE MELAMINE • NOTE: CLOSE END OF CABINET, WHERE VISIBLE UPPER CABINET WITH DOOR 1 1/2" = 1'-0" D18-0219 12 INTERIOR: WHITE MELAMINE co dCO "+IOD 1" ADJUSTABLE SHELF: PLASTIC LAMINATE WITH FLAT PVC EDGE TRIM ON PIN BRACKETS (SEE ELEVATIONS FOR ACTUAL QUANTITY) EXPOSED SURFACES: PLASTIC LAMINATE ON 3/4" PLYWOOD WITH PLASTIC LAMINATE EDGES ALIGN WITH ADJACENT MILLWORK DOORS OR SOFFIT ABOVE WHERE OCCURS UNDER -CABINET TASK LIGHT (WHERE OCCURS) FRENCH CLEATS TILE BACKSPLASH TO UNDERSIDE OF CABINET (WHERE OCCURS) ADJUSTABLE SHELF: PLASTIC LAMINATE WITH FLAT PVC EDGE TRIM ON PIN BRACKETS (SEE ELEVATION FOR QUANTITY) DOOR: PLASTIC LAMINATE WITH FINISHED EDGES BOTTOM SHELF EDGE AND VALANCE: PLASTIC LAMINATE TO MATCH DOOR VERTICALLY -MOUNTED PULL UNDER CABINET LIGHT FIXTURE, WHERE OCCURS VALANCE AT EXPOSED ENDS FULL -HEIGHT BACKSPLASH TO UNDERSIDE OF CABINET (WHERE OCCURS) POWER OUTLET (+44" A.F.F.) MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) 1 1/4" THICK SOLID SURFACE COUNTERTOP WITH EASED EDGES (SEE ELEVATION) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS HORIZONTALLY -MOUNTED PULL DOOR: PLASTIC LAMINATE OR WC VENEER.OVER 3/4" SUBSTRATE W FINd$I,(FLU gi*es,(SEE:E,tTEVATION I.:d yr ..: -�. ..... JUL 192018 !-'E2Mf-I CENTER BASE AS NOTED IN ELEVATION LINE OF FINISHED FLOOR MILLWORK DETAIL, 3 DRAWERS - PLAM A8-1 1 1/2" = 1'-0" Xref .1N Titlblk 24x36.dwa NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET rREVIEVWED FOR CODE COMPLIANCE APPROVED No: By: HF SM SM AUG C. 2^18 City of Tukwila BUILDING DIVISION Date: 07/09/18 07/16/18 07/18/18 GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIeICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: DETAILS & SECTIONS Sheet Title: 1(459 JW(iNN WI..ly. w,rs MARK DOUGLAS EVAfS-- %1.51tiN a'ASIIINLtION Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HE Reviewed By: SM / ME Approved By: SM / ME A8-1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIORTO PROCEEDING WITH TIE WORK ® NELSON WORLDWIDE, LLC 2010 ALL RIGHTS RESERVED SCHEDULED LIGHT FIXTURE NEW GWB SOFFIT SCHEDULED METAL STUDS EXISTING GWB SOFFIT EXISTING WALL TYP. RESTROOM GWB CEILING SOFFIT DETAIL EXISTING 0 A� 8-2 3" = 11-0" 2'-1 %" H1 +47Z1cY=S WHITE MELAMINE INTERIOR, TYP. s:. :•�:s.:�fssssKves�Ws"r ??? ??1,PAs?1k't la7v»A»hnesv MICROWAVE OVEN MICROWAVE CABINET - PLAM 1 1/2" = 1'-0" Xref .1N Titiblk 24x36.dwa MATCHING SCRIBE STRIP AT UNDERSIDE OF SOFFIT ADJUSTABLE PLASTIC LAMINATE SHELF WITH FLAT PVC EDGE DOOR PANEL: PLASTIC LAMINATE OVER 34" SUBSTRATE WITH FINISHED EDGES OUTLET AT BACK OF CABINET MATCHING PLASTIC LAMINATE INFILL ON (3) SIDES OF MICROWAVE OVEN OUTLET AT BACK OF CABINET PLASTIC LAMINATE INTERIOR TO MATCH DOORS 9XED PLASTIC LAMINATE SHELF (MATCH CABINET) /HORIZONTALLY MOUNTED PULL DRAWER PANEL: PLASTIC LAMINATE OVER Y" SUBSTRATE WITH FINISHED EDGES RESILIENT BASE FINISHED FLOOR NEW GWB SOFFIT SCHEDULED LIGHT FIXTURE L SCHEDULED METAL 511.105 EXISTING GWB SOFFIT EXISTING WALL EXISTING REFER TO CEILING PLAN LLETT 1 1 8'-6" AFF SCHEDULED METAL STUDS SCHEDULED LIGHT FDCIURE AS OCCURS ACOUSTIC CEILING PAINTED GWB SOFFIT TYP. RESTROOM GWB CEILING SOFFIT W/ DOWNLIGHT (Th GWB CEILING SOFFIT OVER ISLAND 8'-2" AFF 3" = 1'-0" \ AR -22 3" = 11-0., trc:":a;y3n:? & '2( 'ra,,.^,•e •N Mr" vitt2ak. . • ::• x.9 MATCHING SCRIBE STRIP AT UNDERSIDE OF SOFFIT ADJUSTABLE PLASTIC LAMINATE SHELF WITH FLAT PVC EDGE HORIZONTALY-MOUNTED PULL Ns REFER TO ELEVATION WHITE MELAMINE INTERIOR, TYP, VERTICALLY -MOUNTED PULL (4'-0" A.F.F. MAX.) DOOR PANEL: PLASTIC LAMINATE OVER 3" SUBSTRATE WITH FINISHED EDGES ADJUSTABLE PLASTIC LAMINATE SHELF WITH FLAT PVC EDGE RESILIENT BASE FINISHED FLOOR PANTRY CABIET - PLAM 1 1/2" = 1'-0" REFER TO ELEVATION D18-0219 REFER TO CEILING PIAN SCHEDULED LIGHT FDCRJRE SCHEDULED METAL STUDS ACOUSTIC CEILING PAINTED GWB SOFFIT EXISTING WALL 8'-6" AFF GWB CEILING SOFFIT OVER KITCHEN 3" = 1'-0" NOTE: DASHED AREA INDICATES ACCESSIBLE KNEESPACE CLEARANCE AND MUST BE FREE FROM OBSTRUCTION 2' -Ir' COMPACT DISPOSAL: -.I INSINKERATOR BADGER 5 INTERIOR: WHITE MELAMINE n X et 8'-0" AFF SCHEDULED PARTITION 4 BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED COUNTERTOP: SOLID SURFACE WITH EASED EDGES OR PLASTIC LAMINATE OVER Y4" PLYWOOD SUBSTRATE PROVIDE 'RAKKS' CLEAT CO SIDE WALL IF NO ADJACENT CABINETS ARE AVAILABLE FOR COUNTERTOP SUPPORT; PROVIDE'RAKKS' CONCEALED BRACKET AT ANY OPEN ENDS AND AT ANY UNSUPPORTED LENGTHS GREATER THAN 36". SCHEDULED HARDWARE PROVIDE VALVE FOR WATERLINE SUPPLY APRON & DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; PROVIDE INTEGRAL TOEKICK UNE OF FINISHED FLOOR, CONTINUE TO WALL ACCESSIBLE SINK W/ DOOR 1 1/2" = 1'-0" N CONCEALED COVE LIGHT BEHIND MIRROR, FDCNRE TYPE"M" MIRROR ATTACHED TO BLOCKING CONCEALED COVE LIGHT BEHIND MIRROR, FIXTURE TYPE"Q" WALL FINISH SEALANT SEE PLAN 2'-3" 6" 1 TYP. COUNTER AT RESTROOMS 1 1/2" = 1'-0" SOLID SURFACE COUNTERTOP OVER PLYWOOD SUBSTRATE - SCRBE TO WALLS 2" X 2" X 1/8" STEEL TUBE SUPPORT WELDED TO BRACKET PLATE SPACE SUPPORTS EQUALLY ACROSS COUNTERTOP (4'-0" O.C. MAXIMUM) PROVIDE AT COUNTERTOPS GREATER THAN 5'-0" WIDE (WHERE OCCURS, PROVIDE ONE AT FREE END) LEDGER AT SIDE WALLS AND BETWEEN TUBES PROVIDE 16 GA. SHEET METAL PARTITION BACKING 3/16" X 4" X 1'-6" LONG STEEL BRACKET PLATE BOLTED TO STUD WITH (4) 3/8" DIA. THRU- BOLTS MINIMUM WRAP PIPES (PER ADA) LINE OF OBSTRUCTION KNEE SPACE (PER ADA) ;-; PROVIDE " ORC.b1 X lti' GA " AT BRACKETPLA �JUL 1 9 20118 FINISHED FL NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: No: By: Date: ISSUED FOR REVIEW HF 07/09/18 ISSUED FOR BID SM 07(16/18 PERMIT SET SM 07/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED AIS•,. -No ,amu:] ' City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: DETAILS & SECTIONS Sheet Title: 8459 RI (illi I I;jud) -ARO/11P c 1 s# DOUGLAS EVANS- S1111 1H N'.►SIIIVC"111!‘ Proj. No: 17.03424.00 Drawn By: HF Project Manager: SM Designer: HE Reviewed By: SM / ME Approved By: SM / ME A8-2 ALL DIMENSIONS AND CONDMONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK 0 NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED h Z! s 6 0 a E CO 8 LI - 2 2 m 8 0 z 6 i DOOR, RELITE & FRAME ELEVATIONS c9-1) 1/4" = 11-0" DOOR AND FRAME LEGEND SEE ErCHEDU LEI- \ J � w / DOOR TYPE F SINGLE SWING DOOR FLUSH FRAME TYPE 1 SINGLE ALUMINUM FRAME ;SCHLUULE; SEE SCHEDULE DOOR TYPE G DOUBLE DOOR x SEE kSCHEDULEk 2" TYP. FRAME TYPE 2 ALUMINUM FRAME DOOR TYPE GMS B/S ALUMINUM STOREFRONT TEMPERED GLASS INSERT FRAME TYPE 3 B/S STOREFRONT FRAMES SEE SCHEDULE DOOR TYPE L FLUSH WITH BOTTOM LOUVER PER SCHEDULE METAL CLIP V(1RIES, SEE SCHEDUI f \ / \ DOOR AND FRAME SCHEDULE NUMBER ROOM NAME SIZE HT DOOR THICK TYPE MAT. FIN. TYPE MAT. FRAME DETAIL FIN. HEAD JAMB SILL FIRE HDW. LABEL GROUP NOTES WIDTH 100ENTRY 3'-0" 8'-O" 1-3/4" F WD 8/S 1 B/S B/S -- -- -- 20 MIN. 8 CARD READER 101 : CONFERENCE 3'-0" 8'-4" 1-3/8" F WD PL -1 4 AL AL - - -- 1 - 102 STORAGE 3'-0" 8'-4' 1-3/8" F WD PL -1 1 AL AL - - _ 3 - 103 PHONE 3'-0" 8'-4' 1-318" F WD PL -1 5 AL AL -- T- - - 1 - 104 PHONE 3'-0" 8'-4" 1-3/8" F WD PL -1 5 AL AL - - j - •- 107 CONFERENCE 3'-0" 8'-4" 1-3/8" F WD PL -1 4 AL AL `_ - - 109 I CONFERENCE 3'-0" 8'-4" 1-3/8" F WD PL -1 4 AL AL -j _ _ -- 1 - 110 ELEC. CLOS. (2) 3'-0" 8'-0" 1-3/8" G WD PL -1 2 AL AL - - ! -- -- 5 - 111 LOUNGE/COLLABO. (2) 3'-0" 7'-0' 1-3/4" GMS NGL BIS 3 B/S B/S - - -- - -- B/S PANIC HARDWARE, CARD READER 113 IDF 31-011 8'-4' 1-3/8" L WD PL -1 1 AL AL - - ; - -- 4 CARD READER 115 OFFICE 3'-0" 8'-4" 1-3/8" F WD PL -1 4 AL AL- - - - -- f_2 - 116 OFFICE 3'-0" 8'-0" 1-3/8" F WD PL -1 4 AL AL - -t - - -- 117 CONFERENCE F �__...1 3'-0" 8'-4" 1-3/8" WD PL -1 4 AL 119 HALLWAY T-0" 8'-3" 1-3/4" GMS AL/GL B/S 5 B/S i B/S - - - - B/S PANIC HARDWARE, CARD READER 120 WELLNESS 3'-0' 8'-0' 1-3/8" F WD PL -1 1 AL AL - - - 7 - 121 VESTIBULE 3'-0" 8'-0' 1-3/8" F WD PL -1 1 AL AL I - - I - - 6 - 122 MEN'S 3'-0" 8'-0' 1-3/8" F WD PL -1 1 AL AL I - - - - 6 123 JAN. CLOS. 3'-0" 8'-0" 1-3/8" F WD PL -1 1 AL AL I - - - - 4 124 VESTIBULE 3'-0" 8'-0' 1-3/8" F WD PL -1 1 AL AL - - - -- 6 - 125 WOMEN'S 3'-0" 8'-0' 1-3/8" F --WD PL -1 1 AL AL _ -- __....6 - - i - 126 � UPS 3'-0" ' 8'-0" 1-3/4" LWD B/S 1 B/S B/S - - - 20 MIN. CARD READER 200 ENTRY 3'-0" 8'-0" 1-3/4" F ....r WD B/S 1 i B/S B/S • - - ! - .`4 20 MIN_ j, B 201 CONFERENCE 3'-0" 8'-4" 1-3/8" F WD PL -1 4 ! AL AL j - - r -•- 1 202 STORAGE 3'-0" 8'-4' 1-3/8" _ F WD PL -1 1 , AL • AL - _..._.- - - 3 203 PHONE 3'-0" 8'-4" 1-3/8" F_ WD PL -1 5 i AL AL - - - - 1 - 204 PHONE 3-0 8'-0' 1-3/8" F _ _ WD PL -1 5 I AL AL - - - 207 ., CONFERENCE 3-0" 8'-4' 1-3/8" F WD PL -1 4 i AL AL - - - ,....- - 1 - 209 CONFERENCE 3'-0" 8'-4" 1-3/8' F WD PL -1 4 I AL AL - - - - 1 - 210 ELEC. CLOS. (2) 3'-O" ' 8'-0" 1-3/4" G_ WD PL -1 2 I AL AL - - E - 5 - 213 IDF 3'-0" 8'-0' 1-3/8" L WD PL -1 1 , AL AL - - - 4 � CARD READER 215 OFFICE 3'-0" 8'-0" 1-3/8" F PL -1 4 ' AL AL - - - - 2 - 216 OFFICE 3'-0" 8'-0' 1-3/8" F _WD WD PL -1 4 1 AL AL - - - - 2 - 217 ' CONFERENCE 3'-0" 8'-4" 1-3/8' F WD PL -1 4 AL AL - - - - 1 ! - 222 MEN'S 31-0" 8'-0" 1-3/8" F WD PL -1 1'. AL T AL j - - - - 6 �- 223 WOMEN'S 3-0" 8'-O" 1-3/8" F WD PL -1 1 AL AL I - - - - 6 DOOR AND FRAME LEGEND SEE ErCHEDU LEI- \ J � w / DOOR TYPE F SINGLE SWING DOOR FLUSH FRAME TYPE 1 SINGLE ALUMINUM FRAME ;SCHLUULE; SEE SCHEDULE DOOR TYPE G DOUBLE DOOR x SEE kSCHEDULEk 2" TYP. FRAME TYPE 2 ALUMINUM FRAME DOOR TYPE GMS B/S ALUMINUM STOREFRONT TEMPERED GLASS INSERT FRAME TYPE 3 B/S STOREFRONT FRAMES SEE SCHEDULE DOOR TYPE L FLUSH WITH BOTTOM LOUVER PER SCHEDULE METAL CLIP V(1RIES, SEE SCHEDUI f \ / \ R-1 FRAME TYPE 4 ALUMINUM FRAME W/ SIDELITE NON-STRUCTURAL METAL FRAMING NOTES AND LIMITING HEIGHTS PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS: A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS THICKNESS LISTED IN THE CHARTS PROVIDED BELOW: • CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. • SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECTS APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PARTITIONS. B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE OR MORE OF THE FOLLOWING CONDITIONS: • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24' TO 40'. • MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK ABOVE. LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC SECTION 1607.14). REFER TO SSMA PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. • FOR COMPOSITE WALL HEIGHTS REFER TO THE " COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART" • FOR NON -COMPOSITE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH BRACING AT 48" O.C. REFER TO THE " NON -COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " C. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED. E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT TECHNICAL GUIDE) EXAMPLE, "600S162-54": 600 = 6" MEMBER DEPTH, S = CSI (STEEL STUD), 162 = 1-5/8" FLANGE WIDTH (1/100 INCH), 54 = CORRESPONDS TO MR THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE COLUMN BELOW): 2 1/2" = (250); 3 5/8" = (362); 6" = (600); 8" _ (800) DOOR AND FRAME GENERAL NOTES HARDWARE GROUPS 1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY 1/4" INCH MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITION. WHERE RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 2. CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX CAULK. 3. CONTRACTOR SHALL REVIEW KEYING WITH OWNER PRIOR TO FITTING CYLINDERS. KEY CYLINDERS TO OWNER'S MASTER. 4. ALL NEW DOOR HARDWARE IS TO BE CLIENT STANDARD. 5. ALL DOORS SHALL BE 3'-0" WIDE x 8'-4" HIGH x 1-3/4" THICK, U.N.O. 6. ALL DOORS SHALL BE FLUSH, U.N.O. 7. ALL NON RATED DOORS SHALL BE BECU STANDARD DOORS, LYNDEN DOORS, LD2000, BONDED SANDED PARTICLE BOARD CORE, NON -RATED, 1-3/8" THICK, PLASTIC LAMINATE FACE PL -1. SEE FINISH SCHEDULE FOR SPECIFICATION. 8. ALL FRAMES SHALL BE REFINISHED STEEL FRAME. PAINTED "ALUMATONE" TO MATCH ALUMINUM CASING. TA -23 CLEAR ANODIZED ALUMINUM CASING. MITERED CORNERS AT CASING. PER SCHEDU V RIES, SE SCHEDULE \ / \ / / i; R-2 FRAME TYPE 5 ALUMINUM FRAME W/ SIDELITE EXISTING STRUCTURE METAL STUDS STAGGERED @ 8'-0" O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12'-0". ATTACH TO STRUCTURE ABOVE. SCHEDULED CEILING TILE & GRID - LATERAL BRACING TENANT WALLS (NO CASEWORK) X8' MAX 8' MAX/ MAX/ MAX 8' MAX8' MAXy 2' MAX i_ (2) #10 SCREWS LATERAL BRACING PER DETAIL NOTES: ABOVE (TYP.) 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO AUGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. PARTITION HEAD BRACING DETAIL NA COMPOSITE NON - Gauge & mil: Stud Spadng Size O.C. 2-1/2" (250) 3-5/B" (362) 6" (600) 8" (800) 24" 16" 12" 24" 16" 12" 24" 16" 12" 24" 16" 12" STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART 25 ga 18 mil 11'-3" 12'-10" 14'-2" 13'-2" 15'-2" 16'-8" 16'-4" 20'-1" 22'-9" 22ga 20ga 20ga 18ga 16ga 14ga 27 mil 30 mil 33 mil 43 mil 54 mil 68 mil LIMITING HEIGHTS *Note #1 12'-2" 12'-7' 13'-11" 14'-5" 151-4" 15'-10" 14'-5" 14'-6" 161-6" 16'-7' 18'-2" 18'-3" 21'-3" 21'-6" 241-4" 241-7' 26-9" 27-1" 12'-5" 14'-3" 15'-8" 15'-3" 17-5" 19'-2" 22'-3" 25'-6" 28'-1" 13'-6" 14'-9" 15'-9" 16-3" 17-8" 18'-0" 19'-7" 191-7' 21'-2" 25'-7" 27-0" 28'-3" 30'-0" 30'-7 32'-6" 30'4" 37-6" 34'-4"'. 36'-8" 37-6" 401-0" 28,-9" 32'-0" 34'-8" 35'-9" 39'-0" 43'-4" * NOTES: 1. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE X GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE "5" DRYWALL SCREWS SPACED A MAXIMUM OF 12" OC FOR STUDS AT 24" SPACING, AND 16" OC FOR STUDS AT 16" AND 12" SPACING. 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3). GROUP 1 - PASSAGE SET - SINGLE DOOR (interior, non -lockable, non -rated) STANDARD HINGES MFR: STANELY, FBB 179 4.5 X 4.5 STANDARD DUTY 5 KNUCKLE BALL BEARING HINGE FINISH: US26D MORTISE PASSAGE LATCHSET (ANSI F01) MFR: SARGENT, 8215 LE2A-630, PASSAGE FUNCTION LOCKSET WITH LE2A TRIM FINISH: 630 EXTENDED LIP STRIKE MFR: SARGENT, 82-0112, 1-5/8" EXTENDED LIP ANSA STRIKE PLATE, FINISH: 630 WALL STOP MFR: IVES, WS407CCV, RUBBER BUMPER WALL STOP GROUP 2 - OFFICE LOCKSET - SINGLE DOOR (interior, locking both sides: key/thumb turn) HINGES: MFR: STANELY, FBB 179 4.5X4.5, STANDARD DUTY 5 KNUCKLE BALL BEARING HINGE FINISH: US26D MORTISE OFFICE LOCKSET (ANSI F04) MFR: SARGENT, 8205 LE2A-630, OFFICE FUNCTION LOCKSET WITH LE2A TRIM FINISH: 630 IC CORE AND HOUSING MFR: SARGENT, 73006 -HN -630, IC CORE LARGE FORMAT HN KEYWAY AND HOUSING FINISH: 630 EXTENDED UP STRIKE MFR: SARGENT, 82-0112, 1-5/8" EXTENDED LIP ANSA STRIKE PLATE, FINISH: 630 WALL STOP MFR: IVES, WS407CCV, RUBBER BUMPER WALL STOP EXISTING STRUCTURAL DECK SEISMIC BRACING (BEYOND) PER 4/A9-1. 3" SOUND ENCAPSULATED ATTENUATION BLANKET, REQ'D 2' - 0" BEYOND BOTH SIDES OF PARTITION @ ACOUSTICAL PARTITION SUSPENDED CLG. TEE 1/4" NEOPRENE COMPRESSIBLE GASKET (CONTINUOUS) BETWEEN STUD TRACK AND CLG (ADHERE TO TRACK) 1C 1D REFER TO REFLECTED CEILING PLAN METAL EDGE TRIM (200-B) FOR MTL STUD SPACING REFER TO STUD SIZE CHART. 1 LAYER, 5/8" GWB, BOTH SIDES. SOUND ATTENUATION BLANKET (FULL STUD DEPTH), REQ'D @ ACOUSTICAL PARTITION. BASE, REFER TO FINISH SCHEDULE FINISH FLOORING, REFER TO FINISH SCHEDULE NOTE: PROVIDE BRAONG AT ALL DOOR JAMBS AND AT UNSUPPORTED LENGTHS OF WALL AT 12' O.C. MAX. SEALANT @ BOTTOM TRACK @ ACOUSTICAL PARTITION ONLY NON -RATED; U.O. CLG - 2 1/2" STUDS NON -RATED; U.O. CLG W/ ACOUS. INSUL. - 2 1/2" STUDS PARTITION TYPE 1 NA 7-41 NOT USED GROUP 3 - STORAGE ROOM LOCKSET - SINGLE DOOR (locks automatically, unlocks with key: outside) STANDARD HINGES MFR: STANELY, FBB 179 4.5 X 4.5 STANDARD DUTY 5 KNUCKLEBALL BEARING HINGE, FINISH: US26D STOREROOM LOCKSET (ANSI F07) MFR: SARGENT, 8204 LE2A-630, STOREROOM FUNCTION LOCKSET WITH LE2A TRIM, FINISH: 630 IC CORE AND HOUSING MFR: SCHLAGE, 73008 -HN -630, IC CORE LARGE FORMAT HN KEYWAY AND HOUSING, FINISH: 630 EXTENDED UP STRIKE MFR: SARGENT, 82-0112, 1-5/8" EXTENDED LIP ANSA STRIKE PLATE, FINISH: 630 CLOSER MFR: SARGENT, 351 -UP -EN, FINISH: EN WALL STOP MFR: IVES, WS407CCV, RUBBER BUMPER WALL STOP GROUP 4 - IDF ROOM LOCKSET - SINGLE DOOR (locks automatically, unlocks with key: outside) STANDARD HINGES MFR: STANELY, FBB 179 4.5 X 4.5 STANDARD DUTY 5 KNUCKLEBALL BEARING HINGE, FINISH: US26D STOREROOM LOCKSET (ANSI F07) MFR: SARGENT, 8204 LE2A-630, STOREROOM FUNCTION LOCKSET WITH LE2A TRIM, FINISH: 630 ELECTRIC STRIKE MFR: HES, B500C-630 EXTENDED UP, CONCEALED ELECTRIC STRIKE 1-5/8" EXTENDED STRIKE LIP, FINISH: 630 IC CORE AND HOUSING MFR: SCHLAGE, 7300B -HN -630, IC CORE LARGE FORMAT HN KEYWAY AND HOUSING, FINISH: 630 EXTENDED UP STRIKE MFR: SARGENT, 82-0112, 1-5/8" EXTENDED LIP ANSA STRIKE PLATE, FINISH: 630 CLOSER MFR: SARGENT, 351 -UP -EN, FINISH: EN WALL STOP MFR: IVES, WS407CCV, RUBBER BUMPER WALL STOP D18-0219 A NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge 25 ga 22 ga 20 ga 20 ga 18 ga 16 ga 14 ga & mil: 18 mil 27 mil 30 mil 33 mil 43 mil 54 mil 68 mil Stud Spacing Size O"C. 2-1/2" (250) 3-5/8" (362) 6" (600) 8" (800) * NOTES: 1. 24" 16" 12" 8'-3"A LIMITING HEIGHTS *Note #1 9'-10" 11'-3" 101-6"A 12'-5" 24" 9'-3" 16" 11'-4" 12" 13'-1" 24" 16" 12" 24" 16" 12" 12'-5" 15'-0" 16'-6" 17-6"* 21'-6"* 24'-4"* 10'-2" 10'-6" 11'-7" 12.0" 12'-9" 131-2" 13'-4" 141-0" 15'-6" 16'-0" 17'-0" 17-7' 18,-10" 22'-11" 25'-2" 20'-6" 23'-9' 26'-2" 111-5" 13'-0" 14'-4" 15'-3" 17-5" 19'-2" 22'-1D" 26'-1" 28'-9" 28'-8" 32'-9" 36'-1" 16'-4"# 17'-5"# 18'-8"# 19'-11"# 20'-6"# 21'-11"# 24'-6" 28'-O" 30'-10" 26'-2" 30'-0" 33'-0" 31'-1" 35'-7" 39'-2" NON -COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED. 2. WEB HEIGHT -TO -THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS ARE REQUIRED AT ALL SUPPORT POINTS AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW MANUFACTURER'S REQUIREMENTS FOR FLEXURAL AND DEFLECTION CONTROL. * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS. A : HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING". # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING". 33'-4" 38'-1" 41'-11" GROUP 5 - ELEC. CLOS. LOCKSET - DOUBLE DOORS STANDARD HINGES STOREROOM MORTISE LOCKSET W/ KNURLED LEVER ON ACTIVE LEAF DUMMY TRIM ON INACTIVE LEAF TOP & BOTTOM FLUSHBOLTS CLOSERS W/ COORDINATOR STOPS STRIKE PLATE GROUP 6 - TOILET ROOM - SINGLE PUSH/PULL DOOR HINGES PUSH PLATE PULL CLOSER STOP SILENCERS (@ HM FRAMES) 10"H KICKPLATE GROUP 7 - WELLNESS ROOM LOCKSET - SINGLE DOOR (locks inside w/ thumbtum) STANDARD HINGES MFR: STANELY, FBB 179 4.5 X 4.5 STANDARD DUTY 5 KNUCKLE BALL BEARING HINGE, FINISH: US26D LOCKSET MFR: KABA, E5051R-WK-626, PRIVACY FUNCTION CYPHER LOCKSET WITH WINSTON LEVER, HANDLESAND THUMB TUR, FINISH: 626 IC CORE MFR: SARGENT, HN -630, IC CORE LARGE FORMAT HN KEYWAY, FINISH: 626 CLOSER MFR: SARGENT, 351 -UO -EN, SURFACE MOUNTED CLOSER UNIVERSAL ARM TRI -PACK, FINISH: EN EXTENDED UP STRIKE MFR: SARGENT, 82-0112, 1-5/8" EXTENDED UP ANSA STRIKE PLATE FINISH: 630 WALL STOP MFR: IVES, WS407CCV, RUBBER BUMPER WALL STOP GROUP 8 - B/5 SINGLE ENTRY DOOR - ELECTRIC LOCK (unlocks with card reader) HINGES ELECTRIC HINGE ELECTRIC LOCKSET STRIKE CARD READER CLOSER STOP 4" MAX 0 LARSEN'S ARCHITECTURAL SERIES SEMI -RECESSED FIRE /// EXTINGUISHER CABINET (LARSEN-24095R, 2725R) OR APPROVED EQUAL; BRUSHED STAINLESS STEEL FINISH WITH SQUARE TRIM SIDE VIEW FRONT VIEW TYPE "2A/10BC" FIRE EXTINGUISHER, TYP. NOTE: ALL FIRE EXTINGUISHER & CABINET CONTROLS SHALL COMPLY WITH THE ADA AND SBC 2015 01 -11j LA JUL 1 9 2313 CEN (sem TYP. FIRE EXTINGUISHER CABINET 1'-011 NELSON Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 Description: ISSUED FOR REVIEW ISSUED FOR BID PERMIT SET No: By: HF SM SM Date: 07/09/18 07/16/18 07/18/18 REVIEV'a iD FOR CODE COMPLIANCE APPROVED b 2018 City of Tukwila BUILDING DIVISION GATEWAY CORPORATE CENTER BUILDING 7 12720 GATEWAY DRIVE TUKWILA, WA 98168 BIEICIU BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Project Title & Address: DOOR SCHEDULE & PARTITION TYPES Sheet Title: 84S<) 1R(7f� 11 ( MARA DOUGLAS EvANs-- tf 5il Ill tA'tAllf\tr/ON Proj. No: Drawn By: Project Manager: 17.03424.00 HF SM Designer: HF Reviewed By: SM / ME Approved By: SM / ME A9-1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING w1TH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED