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Permit D18-0166 - VERIZON WIRELESS - SHOWROOM AREA IMPROVEMENT
VERIZON WIRELESS 17100 SOUTHCENTER PKWY 116 D18-0166 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7888920020 Permit Number: D18-0166 17100 SOUTHCENTER PKWY 116 Issue Date: 7/17/2018 Permit Expires On: 1/13/2019 Project Name: VERIZON WIRELESS Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE, ID, 98006 Contact Person: Name: ROBERT GRUBB Address: 779 E STATE ST, BOISE, ID, 83616 Contractor: Name: WRIGHT BROS,BLDG CO,EAGLE,LLC Address: PO BOX 637, EAGLE, ID, 83616-0637 License No: WRIGHBC893P1 Lender: Name: VERIZON WIRELESS Address: 8350 E CRESENT PKWY LLC , GREENWOOD VILLAGE, CO, 80111 Phone: (208) 939-0377 Phone: (208) 939-0377 Expiration Date: 11/15/2019 DESCRIPTION OF WORK: RE -FRESH OF SHOW ROOM AREA Project Valuation: $247,209.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $4,951.19 Occupancy per IBC: M 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: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: LiZR. Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: ..‘L —e.‘ Date: 7 / 7/( 41 Print Name: C-7/-t,�- e� �7yGt This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 0 0 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 33: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 15: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 12: 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) 13: 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) 14: 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) 16: Maintain fire extinguisher coverage throughout. 17: 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) 18: 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: 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) 24: 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) 22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 21: 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). 0 J 25: 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. 27: 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) 26: 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) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 29: 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. 30: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING 01111 CITY OF TUKWIi Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building PermNo..1)\(' %lc° Project No. Date Application Accepted: Date Application Expires: I 1 I (For office u e only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION ntktv King Co Assessor's Tax No.: Site Address: 17 `O D w `rhC Qih r'V' y 1) 6, Tenant Name: V e! 1 Z. Dti W /.GC aj PROPERTY OWNER Name: t.t 0 c 614.., %ktaigit(41.t ic.., Address: WI- - Prop 0.1`) e s L) 1 S City: g i )31.441, State: f Zip: T3 -c, i1 e v LI CONTACT PERSON — person receiving all project communication Name: ' O b 2✓ I G,,,,, 1 Address: -7 71 S 1_4. ��, s-4 Address: 7 71 5" S . s Phone: 2, c6. 1/9...03 -lax: 2,c, 6* - G` City: 60 i s� State: Zip: D �Glb Phone: z 0 v, q., ,637 7 Fax: 2..c* Email: r 5, r 44..4 0 Ltd. -Hoc , co v GENERAL CONTRACTOR INFORMATION Company Name: Vv V -1 cz)I _k- M X04 Cid./ I i,I it C+u,/u Address: -7 71 S 1_4. ��, s-4 City: a a Z� State: Z 0 Zip:3//� l Phone: 2, c6. 1/9...03 -lax: 2,c, 6* - G` Contr Reg No.:631c7 ipi 7 Exp Date: t ` /151(1 Tukwila Business License No.: (14 S 0 y l« i y H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh 7, Suite Number: Floor: New Tenant: ❑ Yes J4.. No ARCHITECT OF RECORD Company Name: GYt, s h Architect Name: jM i k hp O tis k �' ,' Address:Z. t( Moir(( 'Ga l 5 City: 4fit ^ _fluett State: A) .7- Zip: 0 7081 Phone: ,Nr. 176 . z.6q( Fax: 17,3 ' 374. ' b J 81 Email: IYV`loat4t h ski©1cridk;nain& U 0 ENGINEER OF RECORD •19.27.095) Name: tat m, Iv wt., 6 Address:..3.Sb a Greseh f- way u- Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCC •19.27.095) Name: tat m, Iv wt., 6 Address:..3.Sb a Greseh f- way u- City:c ,ecei ive U1 ikItState: LdZlp:r. v Page 1 of 4 BUILDING PERMIT INFORMATION,)06-431-3670 Valuation of Project (contractor's bid price): $ Z 41 72e79, T Z Existing Building Valuation: $ Describe the scope of work (please provide detailed information): ?t 4 tS 11 (9-C 546w Vaoih -e Will there be new rack storage? ❑ ....Yes ta..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ( No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will ere be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2012 ApplicationsU'ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor J JS- z (C l J /^ V © v-635-te,4 1 2nd Floor 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? 0 Yes ( No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will ere be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2012 ApplicationsU'ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 01.11 PUBLIC WORKS PERMIT INFO1 ATION — 206-433-0179 Scope of Work (please provide detailed information): CC teifi h G" Y li v t 11,L04{-- 1416 V -e-- ' - L l,✓ w Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District .. Tukwila 0 ...Water District # 125 ❑ .. Water Availability Provided Sewer District Tukwila .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑... Renton ❑ ...Sewer Availability Provided 0... Renton 0... 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) ❑ .. Bond ❑...Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 1=1.. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Geotechnical Report ❑ ...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) El...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance O ...Work in Flood Zone O ... Storm Drainage O ... Abandon Septic Tank ❑ ...Curb Cut O ...Pavement Cut O ...Looped Fire Line ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public If 0 0... Grease Interceptor ❑... Channelization ❑ ... Trench Excavation O ... Utility Undergrounding WO # (2) " WO # (3) WO # (2) " WO # (3) WO # 0 .. Deduct Water Meter Size Private ❑ Private ❑ " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer ' ❑ .. Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: Water Meter Refand/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW����)v T ; r D AGENT: Signature: Date: .57z / / / Print Name: v `%J 1,t b Day Telephone: 2 6 OL) 121 Mailing Address: 779 5 5 .)-4 s se E q 6k L%% City State Zip H:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY I PAID $4,951.19 D18-0166 Address: 17100 SOUTHCENTER PKWY 116 Apn: 7888920020 $4,951.19 Credit Card Fee $144.21 Credit Card Fee R000.369.908.00.00 0.00 $144.21 DEVELOPMENT $4,665.73 PERMIT FEE R000.322.100.00.00 0.00 $2,824.99 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,836.24 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $141.25 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14599 R000.322.900.04.00 0.00 $141.25 $4,951.19 Date Paid: Tuesday, May 29, 2018 Paid By: ROBERT GRUBB Pay Method: CREDIT CARD 01094G Printed: Tuesday, May 29, 2018 12:20 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 i)0 -0/b6 jS Pro ct:o P.r''i Zit% j(4 � �' Type Ins�ec on: Yp r IA t LGA i s f J IV79'1., Address: y�0 / L ` r Date C�Iled�tisp ekiels Special Instructions: ate Wanted: a. 9-Z£-• o/p.m- Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS:5 Cep I �� A 3u, ; , d, ti- Inspector:3_0 0 Date: - ZS-zei( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Protect: ) r 'Pr', -.F9. W ryci -�S - Type of Inspect n: S X�n Address: �f/ 17/005 - Date Ca ed: Special Instructions:t e �� `t4�.. Date Want d: a.m. vr p.m. / ,.S— �,J� sterc Phone C45'„^ Approved per applicable codes. Corrections required prior to approval. COMMENTS: SAs. i115. U A A ) F /ezt--, roveAL, c etr C'Cver�, l 401#ixt-/Yulpl re_ arp(4/vce inspector: VO Date:9 _5 . 2.0/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dig -SGC 6 P[oj ct: � V or 1 -2.0--A) t}� j ,7 eZ Type of Ins ection: MITA/ /91144n, Address: 17100 094Date C ed` (/ Special Instructions: Date Yy�nted 71 - � � !l�f �`1 a.m. p.m - .m.Requester:,/ Requester: CD/44 Phone No: 8-/1 Approved per applicable codes. EI Corrections required prior to approval. COMMENTS: (, Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request LJy�e-('�66j-4 -9350 RGoject:_ Type of Inspection: V€Y Lori �r �l� frit4ebov� r> � Address: Q nes Pte-Catfedj /5 -f I Special Instructions: Date Wane , a.m. Requester: Phone No: LJ Approved per applicable codes. Corrections required prior to approval. COMMENTS: P)f m irt6 Inspector: Date: x-25- zoic( REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 437-3670 Permit Inspection Request Line (206) 438-9350 D1 e -oil Pro{'ect: _C Type of Inspection: Address: aoro sC9ca ite,e, 4e /�j Date Called: U Special Instructions: v Date Wanted: $-za-zve a.m. �p. r? 04 - Requester. i i . // ice_ c Phone No: Approved per applicable codes. LJ Corrections required prior to approval. AMMENTS: _ r q'li fh r iii. ®y✓yfo( i i . // ice_ c e -z , Aramoue. sL-e(Ays Kry,544 t ,4o s r e Call. Inspectors 0 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 tob3-10/6( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect- Ty e of Inspection: •, D b Address: ^� �f�/ i 7100 Date Ca led: Q Special Instructions: Q Da anted: am: Reques er: Phone No:' Zeic -Er4 9— 92-#I3 ElApproved per applicable codes. Corrections required prior to approval. (COMME P),Lcev- Inspector: Date.3 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 1m -OI PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro a t: , i -'/Z A W4; Te of Ins ecti•n: Y e p e .,•el y 1• Addressp /7/00 e—�T �Vim- �- -`-.oroc' KNA1Y. SII i/ *1 C Special Instructions: Date Wanted a.m. ,87-6--Ze/S' p.m. S U-; 1 I % INSPECTION NO. INSPECTION RECORD Retain a copy with permit D18-0!64 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: \At . V- ao/1/4) WifeieS5 Type off In"spection: Address: 17100 S er- Date Called: Special Instructions: p� t��, (J / /�� Date Wanted: "1- 23 29/ �eamm. P.►ns Requester w Phone No:% / c— 9Z%3 ---Y5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: )6- 6171-/ti/g--(z------o dpek(A/-/--- Inspector: Date: 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 ate- O(!pk PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address:Th Suite #: I i ` 00 C PLA Contact Person: Special Instructions: ) Phone No.: vl Approved per applicable codes. Corrections required prior to approval. COMMENTS: A.c T Needs Shift Inspection: 1b2/3 Sprinklers: t/9 --j / \ Fire Alarm: \/ l , U Hood & Duct: Monitor: yon' ,u, 'V ,, r -ti Pre -Fire: Permits: ' Old Occupancy Type: /IA Inspector: EL- .I% -AA 5 .-)) Date: cf / / \ 2., Hrs.: l , U $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 / — PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / / Sprinklers: Type of Inspection: Address: Suite #: 1 100 C fry (,`'`j Contact Person: Special Instructions: ' Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ®C' -4-c) Q Pk '� oma\ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f%y,.l S--- 3 Date: ep%(e Hrs.: / . 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 HERMIT COORD COPY C' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0166 DATE: 06/01/18 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 17100 SOUTHCENTER PKWY 116 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: pwu Building Division ®ik NJ� Public W r s A -WG 641-1 B Fire Prevention Structural 1,01f7 kAK kotb Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/05/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied ❑ DUE DATE: 07/03/18 (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 WRIGHT BROS,BLDG CO,EAGLEd T C Horne Safety & Health Washington State Department of j Labor & Industries Espanol Contact Claims & Insurance [Search L&I A -Z Index llelp Workplace Rights WRIGHT BROS,BLDG CO,EAGLE,LLC Owner or tradesperson Principals HAYDEN, TERRY LEE, PARTNER/MEMBER WRIGHT, TERRIILYN HANSEN, PARTNER/MEMBER WRIGHT, ROBERT ARLE, PARTNER/MEMBER RAUSCH, JOSEPH LEO, PARTNER/MEMBER WRIGHT, TREVOR JOHN, PARTNER/MEMBER HIGGINS, ZACHARY WILLIAM, PARTNER/MEMBER WINANS, ERIC PAUL, PARTNER/MEMBER WRIGHT, AMANDA MICHELLE, PARTNER/MEMBER Doing business as WRIGHT BROS,BLDG CO,EAGLE,LLC WA UBI No. 603 157 447 PO BOX 637 EAGLE, ID 83616-0637 208-939-0377 Business type Limited Liability Company Governing persons TERRY HAYDEN JOSEPH RAUSCH; ROBERT A WRIGHT; TERRI WRIGHT; TERRY HAYDEN; JOSEPH RAUSCH; ROBERT WRIGHT; TERRI WRIGHT; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. WRIGHBC893P1 Effective — expiration 11/15/2011-11/15/2019 Bond Arch Insurance Co Bond account no. SU1115483 Active. Meets current requirements. $12,000.00 Page 1 of 2 My 1.&1 Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603157447&LIC=WRIGHBC893P1&SAW= 7/17/2018 WRIGHT BROS,BLDG CO,EAG LE LLC Received by L&I 08/31/2012 Bond history I ...........nsurance Valley Forge Ins Co Policy no. 4020242990 Effective date 10/18/2012 Expiration date Until Canceled $1,000,000.00 Received by L&I Effective date 12/26/2017 01/01/2011 Expiration date 01/01/2019 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. 622,051-00 Doing business as WRIGHT BROTHERS THE BUILDING Estimated workers reported Quarter 1 of Year 2018 "1 to 3 Workers" L&I account contact T5 / JAVIER PAREDES (360)902-4639 - Email: PAJB235@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 No inspections during the previous 6 year period. Page 2 of 2 ©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=603157447&LIC=WRIGHBC893P 1 &SAW= 7/17/2018 [SEPARATE PERMIT Rm'QUtM�D 0468_ Lg1iecnanical Q'Electrica1 aPfumbing C9"Gas Piping City of Tukwila BUILDING DIVISION RETAIL REFIXTURING DESIGN FOR FILE COPY Permit I o1 1 G(lp(o Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cop and conditions is acknowledged: Ely: Date: `1 ity of Tukwila BUILDING DIVISION 17100 South Center Pkwy Tukwila, WA 98188 General Notes and Specifications Code Analysis Scope of Work Building: Electrical: Fire: Accessibility: 2015 International Building Code with Washington Amendments 2015 Washington State Electrical Code 2015 International Fire Code with Washington Ammendments 2015 International Building Code / ICC A117.1 Building Analysis Construction Type: Use Group: V -B Sprinklered M (M9rC2ntile) Area of Store (Gross): Area of Work (Gross): No. of Stories: Tenant Improvement Location: Maximum Occupancy (Table 1004.1.2): 3,455 sq.ft. 2,452 sq.ft. 1 Ground Floor Retail Sales*: Office**: Storage & Stock Rooms***: Total Occupancy: Exit(s) Requirements (Table 1015.1): Area of Work Area of N.I.C. 1,785 sf/60 = 30 667/300 = 3 33 Required: 1; Required: Minimum Egress Width (Table 1005.1) Required: 42 x 0.20 = 8.4" N/A 683 sf/100 = 7 320 sf/300 = 2 0 Total 30 7 5 42 Provided: 2 WA\2.DRAWINGS\2.4 CUNSTRUCTIDN DDCUMENTS\03-2017-0229-CORP Plumbing: No change to existing plumbing. Sprinkler System: 0 No ® Yes Front door (2) 36" width = 72" / 0.2 = 360 Occupants Rear door 36" width = 36" / 0.2 = 180 Occupants Ei Existing/Modified 0 New * Sales areas include Retail Sales and Customer Service ** Offices include Tech/Service, Open Office and Restroo REVISIONS NO changes shall be made to the scope ***Storage and Stock Rooms include Inventory and Telco of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. The work covered in this set of construction documents is for the interior Sales area refixturing for the existing tenant space in existing building which was built under separate building permits. A brief description of the work is as follows: 1. Demolition work shall include removal of existing interior partitions, soffits and finishes. In addition, floor trenching which will be required for new electrical floor boxes. See Demolition plan. 2. New work shall include construction of interior non-bearing partitions, etc. New interior floor and wall finishes to be installed throughout sales floor. See plans. 5. Electrical work to include all distribution receptacles in new sales area. See Electrical plans. 6. No Mechanical work. 7. No new Plumbing work. All work including but not limited to, general construction and electrical, shall be performed in accordance with all codes listed on "Code Analysis" and Local Amendments. All work shall be done in a first class manner using standard construction practices and according to the rules and regulations of the governing Building Department. Cstimated Construction Cost 1661utlina frxtulrs41! eggi( Building Construction: $25K; Electrical: $8K; Mechanical: $0; Plumbing: $0; Drawing List Rev. Sheet Titles 1 1 1 1 1 Al Cover Sheet, General Notes and Specifications A2 Demolition, Architectural/Furn and Reflected Ceiling Plans and Details A2.1 Fixture, Furniture and Equipment Schedule A3 Construction Details A4 Architectural Electrical and Lighting Plans and Details Architectural Symbols ELEVATION N0. SHEET NO. XX SCALE: DATE DETAIL N0./SHEET 0 BOTTOM OF t 13'-0' FACADE V.I.F. M.■�1■.NOM ■.MN ELEVATION REFERENCE PLAN OR DETAIL TITLE REVISION TRIANGLE DOOR NUMBER ELEVATION REFERENCE EGRESS TRAVEL DIRECTION DETAIL NO. SHEET NO. RETAIL SALES 101 ROOM NO. T +101-011 L� ACT -1 CEILING TYPE CEILING HEIGHT ENLARGED PLAN OR DETAIL REFERENCE SECTION REFERENCE ROOM DESIGNATION CEILING DESIGNATION CEILING FINISH Site Map Egress and Work Area Plan D a -- Division 01- General Requirements 01 00 00 - General Requirements The Contractor shall provide all labor, materials, appliances and equipment required to complete all work, etc., as shown on drawings, unless otherwise specified. The Contractor shall obtain and pay for all necessary permits, licenses. inspections and oilier lees. permanent ancj temporary, necessary to execute ni3 wore`;. The Contractor shall verify all conditions before submitting his proposal. The Contractor shall check and verify all lines, levels and dimensions shown on the drawings and will be held responsible for the correctness and setting out of his wcrk. Any omissions and/or discrepancies in the drawings noted by the Contractor shall be brought to the Architect's attention prior to starting the work. The Contractor shall protect the Client from claims made under Workman's Compensation and Public Liability Acts which may arise under this Contract, whether by himself, by any Sub - Contractor or anyone directly or indirectly employed by him. Certificates of Insurance shall be filed with the Client before starting the job and shall be subject to the Client's approval. No extra work shall be paid for except on the order of the Architect or Client. The Client will not be liable for any extra work not ordered by him. Where connection is to be made to existing utilties, the Contractor shall make his own determination of the location of such utilities. Each Contractor shall provide and install all niscellaneous steel, hanger supports, pipe racks, pipe anchors, etc., as necessary to support all equipment installed under his contract. Substitutions for products specified herein that be permitted only with Architect's or Client's approval. Contractor shall maintain at the project site one (1) set of prints to record. Contractor shall fully brace and otherwise protect all work in progress until the building is completed. All plan dimensions are given from face -of -stud to face -of -stud, face -of -masonry to face -of -masonry, or centerlines, unless noted otherwise. Written dimensions always supersede measured or scaled dimensions; never measure drawings! Floors, walls, ceilings, partitions, beams, studs and any other parts of the building or premises which are cut notched or altered in the installation of equipment or systems shall be left in a safe structural condition. These installations shall not cause a decrease in the structural performance of any part or assembly to fall below that which shall be the minimum required by these specifications and the building codes. All equipment and furniture supplied by the Client (or others not covered elsewhere In these drawings} shall comply with alt applicable requirements for accessibility and flame and smoke class requirements. If required upon completion of the project, Contractor shall obtain a Certificate of Occupancy from the Building Department. Daily activities must be respected by the Contactor with the least amount of disturbance to the Client and building occupants. Due to the nature of the construction, it is essential that the Contractor or Client bring to the immediate attention of the Architect any variations, discrepancies or conditions that may affect the design, assembly and smooth construction of this project. Since the Architect cannot detail every aspect of this project, some conditions and details might need to be confirmed during construction by the Contractor. The Architect will not be held responsible for pre-existing conditions which could not have been known prior to construction. Adjustments such as, redesign, engineering and details may need to be done at the Client's expense, as determined by the Architect. 0170 00 - Execution and Closeout Requirements The Contractor shall notify the Architect/ Engineer and Client's representative to perform a preliminary final inspection. A punch list outlining work to be corrected, finished, performed or completed shall be submitted by the Contractor. All work outlined on the initial punch list shall be completed by the Contractor prior to the final inspection and before the project will be accepted. After all requirements preparatory to the firal inspection have been completed, the Contractor shall nctify the Architect/ Engineer to perform a final inspection. If all of the work has been completed including punch -list items from earlier inspections and no further corrections are required, then the Architect/ Engineer shall recommend final acceptance of the project. Contractor shall be responsible for the start-up of all equipment furnished, installed or serviced under this contract. Contractor shall verify that all equipment, electrical systems and appliances are functional and operational and that all plumbing and HVAC equipment is operating quietly and free from vibration. Final Cleaning: At the time of project close-out, the Contractor shall thoroughly clean and ready the Client's space for occupancy. Division 02 • Existing Conditions 02 40 00 - Demolition and Structure Moving During all phases of demolition and construction, the General Contractor shall maintain integrity of the structure to be demolished and adjacent areas to remain with interior or exterior shoring, bracing, or support to prevent movement, settlement or collapse of structure. Existing structure to remain shall be safed- off and protected from the elements at all times. Area of work shall be kept clean at all times. Where the existing work is to be cut, underpinned and/or shored, Contractor shall provide all shoring, needling, bracing, wedging, and dry packing, and be responsible for the safety of the structure during these operations. The Contractor shall repair and patch any areas that are altered or damaged during the process of the alteration. Any materials deemed as hazardous, such as but not limited to, asbestos or lead paints, shall be removed, encapsulated or left in its present condition as required by Federal, State and local codes. Contractor shall utilize the appropriate techniques, procedures and disposal methods as per standard practice, Federal, State and local codes. Contractor shall notify Architect immediately of any undocumented structural columns or conditions, pipes, etc., which are uncovered upon removal of existing walls in the Client space, so drawings can be revised as may be required to accommodate the uncovered, as -built conditions. The Contractor is cautioned to make continued observations of the existing structure during the performance of his work. Should he become aware of any situation that requires Mbar Mandan or atody, OM as abnormal detlectton) he shah rietify the Architect immediate/y_ Division 05 - Metals 05 40 00 - Cold- Metal Framing Formed Walls shall be constructed of metal studs, as noted on drawings, at 16" o.c., 20 gauge minimum. Supplementary framing, runners, furring, blocking and bracing shall be installed as required at openings and when other work cannot be adequately supported on gypsum board alone. Metal studs and joists shall be manufactured by MarinolWare Industries Corp., 400 Metuchen Road, South Plainfield, NJ 07080, (800) 627-4661, or approved equal. See plans for sizes and locations. Metal studs must be listed by an approved testing and listing agency (ICBG ES) and must be installed per the listing and manufacturer's installation instructions, as per code. Provide 3 5/8" metal stud diagonal bracing on all walls as required by Code. Contractor shall coordinate all required blocking for furniture per plans, Connections shall be accomplished with self -drilling screws or welding so that the connection meets or exceeds the design loads required at that connection. Temporary bracing shall be provided and left in place until work is permanently stabilized. Concealed spaces within partitions, walls, floors, stairs, furring, pipe spaces, column enclosures, etc., shall be fire stopped with non-combustible material. All square corner beads shall be Everlast Corner Beads by Phillips Manufacturing Company, 800-822-5055, or approved equal. Division 07 - Thermal and Moisture Protection 07 20 00 - Thermal Protection Provide full sound insulation batts in all new walls, full height. Support where necessary to prevent movement or dislocation. 07 80 00 - Fire and Smoke Protection Rated Assemblies. geparatlons i' -'ire Stotocsin q: Penetrations made in rated wall assemblies shall not alter the performance of assembly and must meet the appropriate ASTM penetration requirements. General Contractor shall patch and repair existing construction to maintain integrity of any fire protective materials, coverings, assemblies or enclosures where disturbed by new work as called for in the drawings. All new work shall match or equal the ratings, if any, of the surrounding work, as appropriate. The Contractor shall contact the Tenant and Architect if any areas are uncovered or discovered that may require additional analysis or clarification. Division 09 - Finishes 09 20 00 - Gypsum Board Drywall: Drywall construction shall be as per Building Code requirements for Gypsum Board Construction. Interior walls shall be finished with 5/8" gypsum board, unless noted otherwise on drawings and specifications. Interior fire rated walls shall be finished with 5/8" Type 'x' gypsum board full height to bottom of structure above. All gypsum board shall be securely fastened using drywall screws. Contractor shall coordinate all work with Electrical Contractor to locate electrical outlets, etc. Non-combustible fire stops shall be installed at openings around vents, cabling, pipes and ducts at ceiling and floor levels. All walls shall have a LEVEL 5 finish. 09 50 00 - Suspended Ceiling notes: Suspended ceiling systems shall be per Building Code requirements for Suspended Ceiling. New suspended acoustic tile ceiling grids and heights shall be as noted on Reflected Ceiling Plan. New ceiling types and styles shall be as noted on the Finish Schedule and Interior Finishes. Suspended ceiling and framing systems shall be designed to resist a lateral force of 20% of the weight of the ceiling assembly and any loads tributary to the system. For the purposes of determining the lateral force and where partitions are not connected to the ceiling system: 09 60 00 - Flooring All flooring materials and finishes shall be as specified in the Finish Schedule and Interior Finishes. 09 6513 • Rubber Wall Base Rubber wall bases shall be as specified in the Finish Schedule. Contractor shall provide allowances for flooring material not specified on the drawings. Installation of wall base shall comply with manufacturer's recommendations and installation instructions. 09 68 00 - Carpeting Carpeting materials and finishes shall be as specified in the Finish Schedule. Contractor shall provide allowances for flooring material not specified on the drawings. All preparatory work shall be performed in strict accordance with the flooring manufacturer's instructions. Prepare all substrates and install all carpet and accessories as per manufacturer's directions. Transition moldings Shall be used between carpets and other flooring as shown on the drawings. It is the Contractor's responsibility to feather in flashing a minimum of 24" all around high point to keep a smooth and flush transition. 09 90 00 - Painting and Coating Finishes & Painting: Application of controlled interior finishes shall be in accordance with Building Code requirements for Interior Finishes. All interior finishes shall be as per Finish Schedule and Interior Finishes. Surfaces shall be prepared and cleaned in strict accordance with paint manufacturer's instructions. In addition, walls shall be spackled and sanded smooth prior to painting. Additional coats of paint shall be applied when undercoats, stains or other conditions show through final paint coat. Drywall shall receive one coat of drywall primer -sealer prior to finish paint application. All wood required to be job -painted shall be primed and sealed. Work of other trades shall be protected. Any damage caused by painting shall be corrected by cleaning, repairing or replacing, and refinishing, as directed by the Architect. Division 21- Fire Suppression 21 10 00 - Water -Based Fire -Suppression Systems Fire Sprinkler Systems All items shall be as per Building Code and all local codes and ordinances. Fire Suppression Contractor shall modify the existing sprinkler system to provide proper coverage to all Tenant areas in accordance with NFPA 13. All sprinkler heads in FOH ceiling shall be fully concealed and centered in 2' x 2' grid. Finish shall be white powder coat finish. All sprinkler heads in BOH ceiling shall be either concealed or semi -recessed. Finish shall be white powder coat finish. DO NOT FIELD PAINT. Sprinkler head layout shown on the Reflected Ceiling Plan is for diagrammatic purposes only and is not meant to represent an engineered system. Fire Suppression Contractor shall furnish sealed shop drawings of the sprinkler system prepared by a PE, for approval by the Building Department and Fire Marshall for submission for permit, if required. All designs to be based on hydraulic calculations. 21 20 00 - Fire -Extinguishing Systems All items shall be as per Building Code and all local codes and ordinances. Portable fire extinguishers shall be installed as required by. NFPA 10, or as required by local officials. Extinguishers shall bare the label of an approved agency and be of an approved type. Fire extinguishers shall have a rating of 2A. Contractor shall determine the quantity, location, type, etc., for conformance with applicable codes. Wall mounted fire extinguishers shall be provided and installed by Client, unless otherwise directed. Recessed fire extinguisher cabinet shall be Cameo Series Model #AL -C2409 -R by Larsen's Manufacturing, Co., (800) 527-7367, or approved equal. Trim Projection shall be Flat; Trim and Door Material shall be Clear Anodized Aluminum; Bubble shall be Clear with Black lettering. All cabinets shall be installed as per ADA guidelines. Division 26 - Electrical 26 00 00 - Electrical Electrical Contractor shall install new electrical work as shown on Electrical Drawings. Contractor shall verify all conditions in the field prior to bidding and installation. Remove and/or relocate existing equipment as necessary to accommodate new conditions. Where connection is to be made to existing equipment, the Contractor shall make his own determination of the location of such connection. All electrical devices and cover plates in the front of house shall be white, including telephone/data jacks, switches and outlets except the cover plates shall be gray in the P-2 finished walls (Cool Gray 10). All electrical devices and cover plates in the back of house areas shall match existing outlet color. Panelboards shall be equipped with typewritten indexes. 26 50 00 - Lighting Electrical Contractor shall install new electrical work as shown on Electrical Drawings All lighting fixtures shall be as specified on the Lighting Fixture Key on the Reflected Ceiling Plan. All lights shall be located as indicated on Drawings and tied back to existing switch band. Building standard average level of lighting throughout shall be as required by code. Quantity of heads on track lights shall be as shown on drawings, unless otherwise determined by the Architect and Verizon' Project Manager. 26 53 00 - Emergency Exit Signs: Exit signs shall be provided in accordance with the Building Code and all local ordinances Exits shall be illuminated at any time the building is occupied with light having intensity of not less than 1 footcandle at floor level. Exit signs shall be electronically illuminated and energized from separate circuits. See electrical drawings. One of the above circuits shall be part of the emergency lighting system. The color and design of lettering, arrows and other symbols on the exit sign shall be in high contrast with their background. Words on the sign shall be in block letters, e" in height with a stroke of not less than 3/4". Exit signs shall be internally or externally illuminated by two electrical lamps or shall be of an approved self -luminous type. When the luminance on the face of an exit sign is from an external source, it shall have an intensity of not less than 50 foot candles from either lamp. Internally illuminated signs shall provide equivalent luminance, (50 Lux). Addition - Accessibility Guidelines: All equipment, accessories and work shall be performed in accordance with all Federal, State and local codes with respect to handicap accessibility, and with the International Code Council and the American National Standards Institute (ICC/ANSI A117.1) or Americans with Disability Act (ADA). The more restrictive code shall apply. * Doors and Hardware: Doorways shalt have a minimum clear opening of 32", with the door opened 90 degrees, and measured between the face of the door and the opposite stop. Threshold shall be 1/2" maximum total height with 1/4" maximum vertical change at edge. Change in level between 1/4" and 1/2" shalt be leveled with slope no greater than 1:2. Door closers shall have sweep periods adjusted so that it will take a door a minimum of three seconds to move from an open position of 70 degrees to a position where the leading edge of the door is three inches from the jamb. Hardware: Operable from inside without use of key or special knowledge or effort and operable by lever type hardware, panic bars, push-pull activating bars (not requiring grasping), mounted 34" - 48" A.F.F.(IBC/ANSI) Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and interior doors such pull or push efforts being applied, at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased not to exceed 15 pounds. Exit door hardware shall be of an approved type and tested in accordance with procedures established by SFM 33.2 and SFM 33.3. Provide minimum 10" high smooth surface at door bottoms, either attached panel or bottom rail except on automatic or sliding doors. The minimum space between two hinged or pivoted doors in a series shall be 48" plus the width of any door swinging into the space. Doors in a series shall swing either in the same direction or away from the space between the doors. Handles, pulls, latches, locks and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting of the wrist to operate. Hardware required for accessible door passage shall be mounted no higher than 44"(CBC) OR 48"(IBC) above the finished floor. The maximum force for pushing or pulling op follows: LcRUSKI t �� k �& CHITL TUR i D SIGN P. 294 Morris Avenue Springfield, NJ 07081 Tel: 973.376.441 I Fax: 973.376.8989 www.GruskinGrour.con1 NIREG OIOO.9869.14 mi; document and the Ideas and titeorporated herein, as an Instrument of professional service, Is the property of GRUSHIN ARCHITECTURE+DESIGN, P.C., and Is not to be used In whole or in part for any other protect without the written authorization of GRUSHIN ARCHITECTURE + DESIGN, P.C. All Rights Reserved © 2017 Gruskin Architecture + Design, P.C. Kometh A. Grucithi AIA AL 5421 MT AK 13167 NC AR 3811 ND AZ 39209 NE CA C-29898 NH CO ARC -400347 NJ CT 9613 NM DC ARC100723 NV DE 0006261 NY FL AR91629 OK GA RA011075 OH HI AR 11489 OR IA 05713 PA ID AR -984459 PR IL 001-019152 RI IN AR10400066 SC KS 4674 SD KY 5967 TN LA 5734 TX ME ARC 2596 UT MD 11016 VT MA 10635 VA MI 1301052379 IWA MN 44326 WI MO A-2005029740 WV MS 3860 WY 2537 9961 1666 A-3547 2796 Al 09999 004168 5521 025528-1 NY a4895 13761 4899 RA -015432-B 19965 2666 6834 11532 101374 17680 5881358-0301 2572 0401 011223 10344 9900-005 3727 C-1967 Professional Seal: 10344 REG! REVIEWED FOR kireAN • Exterior hinged doors: reserved ! APPROVED • Interior hinged doors: 5 foot pound • Sliding or folding doors: 5 foot you *Signage: 'When new signs and identification devices a sign and / or identification devices shall com Code. ids JUN 2 0 2018 14-TCity of Tukwila KJ i.h Nee ft3+VISIC Consultant Job Name and Number. 2017-0229 Retail Refixtu ri n g Design for EVERIZON Letters and numbers on signs shall have a width -to -height ratio between 3:5 and 1:1 and a stroke width -to -height ratio between 1:5 and 1:10. Characters and numbers on signs shall be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case 'X'. Lower case characters are permitted. For signs suspended or projected above the floor, the minimum character height shall be 3". Characters and symbols shall contrast with their background. Either light characters on a dark background or dark characters on a light background. Where raised characters or symbols are used, they shall conform to the following: A. Letters and numbers shall be raised 1/32" and shall be sans serif uppercase characters and accompanied with Grade 2 Braille. B. Raised characters or symbols shall be at least 5/8" high; C. Pictorial symbol signs (pictograms) shall be accompanied by the equivalent verbal description placed directly below the pictogram. The border dimensions of the pictogram shall be a minimum of 6" in height. Contracted Grade 2 Braille shall be wherever Braille symbols are specifically required in other portions of these regulations. Dots shall be 1/10" on centers in each cell with 2/10" space between cells. Dots shall be raised a minimum of 1/40" above the background. All building entrances that are accessible to and usable by persons with disabilities, and at every major junction along or leading to an accessible route of travel shall be identified with a sign displaying the International Symbol of Accessibility and with directional signs, as required, to be visible to persons along approaching pedestrian ways as per code. When permanent identification is provided for rooms and spaces, raised letters shall be provided and shall be accompanied by Braille in conformance with code. Signs shall be installed on the wall adjacent to the latch side of the door. Where there is no wall space to the latch side of the door, including at double leaf doors, signs shall be placed on the nearest adjacent wall. Mounting height shall be 60" above the finished floor to the centerline of the sign. Mounting location shall be determined so that a person may approach within 3" of signage without encountering protruding ob's or sta ding wig „ swing o - door. Job Address: 17100 South Center Pkwy Tukwila, WA 98188 Drawing TItfe: Cover Sheet, General Notes and Specifications Drawn By: MDM Checked By: KG North Arrow: Date Issued For Client' 9-22-17 Landlord. Permit. Bid. 9-22-17 Construction: Revlston Issue: No. Date Descdptlon 3-23-18 Corp Updates RECEIVED CITY OF TUKWILA MAY 2 9 2018 PERMIT CENTER Drawing Number. 1 OF 5 S❑UTHCENTER SQUARE-TUKWILA, WA\2.DRAWINGS\2.4 C❑NSTRUCTI❑N D❑CUMENTS\03-2017-0229-C❑RP X 0 m tLJ CU 0 I 0 cu z 0 w Z F- ri 1 0 rL CU 0 z 0 N w -5 DEMOLITION KEY: EXISTING WALL TO REMAIN EXISTING WALLS TO BE REMOVED R EXISTING TO BE RELOCATED EX EXISTING TO REMAIN DEMOLITION NOTES: I. ALL EXISTING ELECTRIC AND LIGHTING NOT BEIM RE -USED SHALL BE REMOVED AND DISCONNECTED AT MAIN PANEL BOARD. (MUST BE REMOVED BACK TO ITS SOURCE), UNLESS OTHERWISE NOTED. 2. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CORE/TRENCH SLAB AS REQUIRED. SEE ELECTRICAL DRAWINGS FOR LOCATION. VERIFY ALL OR ANY STRUCTURAL MEMBERS WHICH MAY INTERFERE WITH CORE/TRENCH. ELECTRICAL CONTRACTOR SHALL IDENTIFY PRECISE LOCATIONS AND DEPTH IN FIELD A5 REQUIRED. VERIFY WITH VERIZON PROJECT MANAGER AND LANDLORD PRIOR TO ANY GUTTING. 3. ALL EXISTING MECHANICAL EQUIPMENT AND DUCTWORK TO REMAIN. 4. EXISTING HVAC. GRILLES SHALL REMAIN OR RELOCATED AS NOTED. REFER TO REFLECTED CEILING PLAN (TYP). 5. REMOVE ALL DEBRIS FROM ALL ROOMS. 6. REMOVE EXISTING FLOOR FINISHES DOWN TO EXISTING SLAB, UNLESS OTHERWISE NOTED (TYP). GLEAN, PATCH AND LEVEL EXISTING CONCRETE SLAB AS REQUIRED FOR NEV FINISHES. 1. EXISTING SUSPENDED CEILING TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ANY EXISTING INTERIOR SOFFITS AT FRONT OF HOUSE, UNLESS OTHERWISE NOTED (TYP). q. EXISTING SPRINKLERS SHALL BE RELOCATED A5 REQUIRED. 10. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF EXISTING COLUMN LOCATIONS AND SIZES ARE DIFFERENT FROM WHAT OCCURS IN THESE DRAWINGS, AND OF ANY UNDOCUMENTED STRUCTURAL COLUMNS OR CONDITIONS, PIPES, ETC., WHICH ARE LOCATED IN THE TENANT SPACE BUT D0 NOT APPEAR IN THESE DRAWINGS, 50 DRAWINGS CAN BE REVISED AS MAY BE REQUIRED TO ACCOMMODATE THE AS -BUILT CONDITIONS. II. CONTRACTOR SHALL PROVIDE GLASS "PAINT" ON INTERIOR OF ALL STOREFRONT WINDOWS AND DOORS DURING DEMOLITION AND CONSTRUCTION WORK, AND REMOVE AFTER CONSTRUCTION 15 COMPLETE. 12. COORDINATE WITH VERIZON PROJECT MANAGER FOR ALL EQUIPMENT FIXTURES, FURNITURE, LIGHTING AND SIGNAGE REMOVED. STORE OR DISPOSE OF PER VERIZON PROJECT MANAGER'S DIRECTION. 13. EXISTING SECURITY SHUTTERS ARE TO REMAIN. 14. REMOVE EXISTING FLOOR BOX COVER PLATE AND WIRES NOT BEING USED. INFILL EMPTY BOX WITH CONCRETE. TRENCHING FLOOR AS REQUIRED FOR NEW UNDER SLAB CONDUITS AND FLOOR BOX PER ELECTRICAL PLAN. DEMOLITION KEY: I)1 EXISTING FIXTURE/MILLWORK TO BE REMOVED D2 EXISTING SALES/SERVICE DESK TO BE REMOVED. EXISTING POWER TO BE REUSED D3 REMOVE ALL FLOOR FINISHES D4 EXISTING SOFFIT TO BE REMOVED D5 EXISTING SOFFIT TO REMAIN EXISTING STOREFRONT AND ENTRY DOORS D6 TO REMAIN D7 EXISTING FIRE EXTINGUISHER CABINET D8 EXISTING WALL TO BE REMOVED D9 EXISTING LIGHT FIXTURE OR TRACK LIGHT TO BE REMOVED EXISTING CEILING GRID, TILE, LIGHTS SPRINKLER HEADS AND HVAC. GRILLES TO REMAIN UNLESS OTHERWISE NOTED Dlt 12 DI D14 15 REMOVE AND RELOCATE EXISTING LIGHTING FIXTURE AND EXIT SIGN PER CEILING PLAN EXISTING TRACK TO BE RELOCATED. EXISTING TRACK HEAD TO BE REMOVED EXISTING SOFFIT TO BE REMOVED A5 SHOWN EXISTING FLOOR FINISHES TO REMAIN EXISTING CEILING GRID, TILE TO BE REMOVED. EXISTING LIGHTS, SPRINKLER HEADS AND HVAC GRILLES TO BE RELOCATED UNLESS OTHERWISE NOTED n / 10' 0" AREA OF WORK HATCHED AREA INDICATES AREA OF NO WORK DEMOLITION PLAN SCALE: 1/8"=1'-0" HATCHED AREA INDICATES AREA OF NO WORK CEILING DEMOLITION PLAN SCALE: 1/8"=1'-0" EXISTING WALL TO REMAIN CEILING VARIES SEE PLAN SOFFIT k t 10'-3" A.F.F. 6N FINISH ON BOTH SIDES ADD 3 5/8" METAL TRACK PATCH SOFFIT WITH 5/8" GYPSUM BOARD. ALIGN WITH BOTTOM OF EXISTING SOFFIT REMOVE EXISTING WALL AS REQUIRED FOR NEW OPENING TOP OF 0'-0" FINISHED FLOOR SOFFIT DETAIL @ REMOVED WALL SCALE: 3/4" = 1'-0" I C-4 I 00 FULL TILE (10 11LES) 7. • 4- ENTRY DOORS, MAT 4 CARPET TILE ENTRY MAT DETAIL SCALE: 1/4°=1'-0° EXISTING ALUMINUM THRESHOLD. PROVIDE IF NOT EXISTING FURNITURE KEY: BSTL SPOT AISLE 5 -POS COLAB-LG1 DR 2 -XX 4-X 4-P05 BPK EQ -0I DP COUNTER STOOL I' -2"L X I'-2'11 X 2'-0"H LAUNCH FIXTURE 1'-6"L X 2'-011 X 3'-101H AISLE FIXTURE 4'-0"L X 2'-011 X 4'-414 P05 4'-8"L X 2'-6'W X 2'-10"H COLLABORATION BAR 10'-0"L X 2'-1011 X 3'-6"H MAGAZINE RACK 3'-10 I/4"L X I'-I°W X 5'-0'H (MIDDLE UNIT) 3'-113/4"L X V-111 X 5'-0"H (END UNIT) WALL CASE (241L 2 -IF, 2-55, -5 2 -WG 2 -WG LED) 4'-0"L X I' -6"W X S' -0"H WALL CASE (4 -GD, 4-ETL, 4-ETS, 4-55, 4-5W, 4WD, 4410 LED) 2'-0"L X I'-6"11 X 8'-0"H MOBILE FOS 4'-0"L X 2'-0"W X 2'-I0'11 PICTURE RAIL TOTAL WIDTH OF MONITORS FURNITURE NOTES: ALL MOVABLE FURNITURE SHALL BE PROVIDED BY VERIZON. ALL OTHER FURNITURE ITEMS, IE., COUNTERS AND CABINETRY, ETC., SHALL BE THE CABINET CONTRACTOR'S RESPONSIBILITY. 2. VERIZON MUST COMPLY WITH ALL FEDERAL, STATE AND LOCAL ACCESSIBILITY REQUIREMENTS FOR ALL EMPLOYEES AND THE PUBLIC WITH RESPECT TO ALL FURNITURE, FIXTURES, DISPLAYS AND SIGNAGE WHICH THEY PROVIDE. 3. CONTRACTOR SHALL VERIFY LOCATION, UNIT AND REQUIREMENTS OF FREESTANDING DISPLAYS WITH VERIZON. 4. ALL FURNITURE DIMENSIONS ARE FINISH DIMENSIONS. 5. PROVIDE ALL DIGITAL DISPLAY AND BRAND WALL FIXTURES AT STOREFRONT AS ALLOWABLE BY CODE. BILL PAYMENT KIOSK 58:41 ULTRA STRETCH MONITOR RED CHECK DIGITAL DISPLAY EQUIPMENT . KEY: REFUSE BIN - 5.5. SUPPLIER: THE CONTAINER STORE DESCRIPTION: STAINLESS STEEL 12 GALLON ROUND SWING -LID TRASH GAN SKIS: 10065625 PROVIDE AND INSTALLED BY GG ROOM FINISH SCHEDULE ESTIMATED SQUARE FOOTAGES FOR NEW SALES FLOOR FINISHES. CONTRACTOR SHALL FIELD VERIFY. CARPET 1,115 5F ENTRANCE MAT 60 SF CABINETRY EQUIPMENT . KEY: REFUSE BIN - 5.5. SUPPLIER: THE CONTAINER STORE DESCRIPTION: STAINLESS STEEL 12 GALLON ROUND SWING -LID TRASH GAN SKIS: 10065625 PROVIDE AND INSTALLED BY GG ROOM FINISH SCHEDULE ROOM NUMBER $ NAME FLOOR BASE WALLS CEILING CABINETRY COUNTERTOP COMMENTS 100 RETAIL SALES M -S, 0-4 VB -I P -I, P-2 EXISTING, P -1c - - ►� 101 P05 AREA 0-4 VB -I P -I, P-2 EXISTING - - 102 STORAGE EXISTING EXISTING EXISTING EXISTING - - ADA COMPLIANCE ALUMINUM HALF SADDLE THRESHOLD. REPLACE EXISTING THRESHOLD AS REQUIRED. 15/16" MIN. 2 NOTE: HELIX Z2 CARPET INSERTS ARE NON -POROUS AND NON-ABSORBENT. ' 11 HELIX Z2 ENTRANCE MAT TAPERED ANGLE FRAME BY IMPACT SPECIALTIES CARPET TILE EXISTING EXTERIOR SURFACE FINISH 5° EXISTING UNFINISHED FLOOR CONTRACTOR SHALL FEATHER IN FLASHING A MINIMUM OF 12° ALL AROUND HIGH POINT (0R A5 REQUIRED) TO KEEP A SMOOTH AND FLUSH TRANSITION AND MAINTAIN A I:48 MAX. SLOPE. :;ENTRY THRESHOLD TO ENTRY MAT TO CARPET DETAIL FULL SCALE 12" MIN SLOPED POS AREA 1 -1071 (5I Fs b) ® 2�IN 4 -CD CI I 00 • 4•" 4 •• • • ski STORAGE r 102 A14 4 GD =I =I an 2-55 1' 8'-9. 8'-11' 8'-11' 7'-0' CI 100 AISLE / • . _ AISLE Y.9' ElSTL (TYP. OF 8) l7(r v. of 8) CHECK �,3') 31zE: 69 COLAS -1-5 LI PARTIAL ARCHITECTURAL/ FURNITURE PLAN SCALE: 3/16 =1'-0" 3 5/8" 5'-l1' COLAS -L& ® ® ® ® ® 0CI (Fil�U. LLD64)TH OF DR) I�I�Uiiii'i•i.Uii//ice 4!'" w...�w..w.w•wl.AA.w....wwww.a...... 474741ww..4.w•.7•7..4wlw0.47474.4474,4 w....w..wQ A.wl. iS..ti w.VAO..•. ... ...w.... . .•.•...w....••AA,•.ww.. 5l'-4' 7'-81/2" \` Trim • Ox EX. 7 im rd. mow 0 EX 0 -x EX. Ell 0 OR R MX. +ix 0 los R 0 rosivasigurssittitsaris;.11 sogescomirkiss ww-lim .01,0 so iso jri ,,,0 1 Ex. elopiriat joss*. st o isoriss. olcaliossies ovioi 111•1 wo 001.1.00,02fis- rossiows 10101 0,101 6 J 0 essrouss vormsowrimi 11 rIlis 4. Ols-- v Il - 1 X 4 4 WWI S PARTIAL CEILING PLAN SCALE: 3/16 =1'-0° FLOOR WALL FINISH KEY: FI WALL: PT -I BASE: RB -1 17.71 WALL: PT -2 BASE: RB -I E:=1 N• EVI CARPET FLOORING (CARPET INSTALLED IN ASHLAR PATTERN) F4 N• EW ENTRY MAT ® FULL TILE =I EXISTING FLOORING TO REMAIN ED EXISTING WALL FINISH TO REMAIN WALL FLOOR FINISH NOTES: I. SEE SHEET AS FINISH SCHEDULE FOR SPECIFICATION. 2. NEW FINISHES APPLY TO FRONT OF HOUSE ONLY. EXISTING BACK OF HOUSE FINISHES ARE TO REMAIN. PATCH EXISTING FINISHES WHERE REQUIRED DUE TO NEW WORK. 3. NO VINYL BASE BEHIND WALL MOUNTED FIXTURES. 4. ALL WALLS IN RETAIL SALES AREA TO BE PAINTED PT -I WITH RB -I BASE UNLESS OTHERWISE NOTEDD REFLECTED CEILING KEYS TYPE DESCRIPTION O Fq CUSTOM 12" GOODYEAR PENDANT BARN LIGHT, BOTTOM OF FIXTURE AT +65" A.F.F. F4AA ONE -LIGHT ADJUSTABLE LED TRACK HEAD, MOUNTED WITH BASIC TRACK. BASIC ONE -CIRCUIT WHITE TRACK. SEE PLAN FOR RUN LENGTHS. F4B (X') F A -DH DUAL ADJUSTABLE LED TRACK HEAD, MOUNTED ON MONO POINT BASE. SEE ELECTRICAL PLAN FOR LIGHTING FIXTURE SPED. 0 REGE55ED DOWNLIGHT R - RELOCATED "EX" - EXISTING TO REMAIN EXISTING FULLY REGCf CD EMERGENCY LIGHT ►� 2 X 4 LIGHT LIGHT FIXTURE "R" - RELOCATED "EX" - EXISTING LAY -IN SUPPLY/RETURN GRILLE °R" - RELOCATED "EX" - EXISTING TO REMAIN �- EMERGENCY EXIT SIGN 'ES -I" - FOR SALES AREA "EX"- EXISTING TO REMAIN °R" - RELOCATED SPRINKLER HEAD "EX" - EXISTING TO REMAIN "R° - RELOCATED REFLECTED CEILING KEY: R EXISTING TO BE RELOCATED EX EXISTING TO REMAIN Rl EXISTING GRID AND TILE 122 EXISTING SOFFIT TO REMAIN. PAINT P -IG R3 NEVI TRACK LIGHTING 74 NEW PENDENT LIGHT FIXTURE. BOTTOM AT +65" A.F.F. 17-1INFILL/PATCH GRID AND TILE AS REQUIRED IN THIS AREA TO MATCH EXISTING R6 RELOCATED DIFFUSER R7 RELOCATED EXIT SIGN R8 RELOCATED LIGHT FIXTURE R9 EXISTING EXTERIOR EGRESS LIGHT TO REMAIN RELOCATED TRACK WITH NEW TRACK HEAD MIRELOCATED TRACK WITH NEW TRACK HEADS R11 NEW SOFFIT AT REMOVED ALL TO ALIGN WITH EXISTING SOFFIT. BOTTOM @ 10'-3" A.F.F. REFLECTED CEILING NOTES: I. ALL DIMENSIONS ARE FINISH DIMENSIONS. ALL NEW CEILING GRIDS TO BE CENTERED IN ROOMS, UNLESS OTHERWISE NOTED. 2. FOR NEVI LIGHTING SPECIFICATIONS, SEE ELECTRICAL FIXTURE SCHEDULE. 3. LIGHTS TO BE CENTERED IN ACOUSTICAL CEILING TILES, UNLESS NOTED OTHERWISE. 4. DIFFUSERS, GRILLES, SPRINKLERS AND SPEAKERS IN FRONT OF HOUSE CEILING SHALL BE PAINTED TO MATCH CEILING (WHITE). ALL EXISTING CEILING MOUNTED EQUIPMENT SHALL BE EXISTING TO WALL TYPE KEY: EXISTING WALLS TO NEW WALLS UP TO GRID :%/%4 INFILL EXISTING OPENI ALIGN FINISHES ON BO SEE DETAIL 10/A3 INFILL EXISTING OPENI ALIGN FINISHES ON BO SEE DETAIL II/A3 ARGHITEGTURAL KEY: REVIEWED FOR CODE COMPLIANCE IN APPROVED JUN 20 2018 SIDES. City of Tukwila BUILDING DIVISION Al NO WALL BASE BEHIND WALL FIXTURE, TYP. 1-7-1 PROVIDE STRAPPING/BLOGKIN6 FOR DR ▪ AND MONITOR. SEE DETAIL 14/A3 PROVIDE A TACTILE EXIT SIGN WITH THE WORD A3 "EXIT" IF NOT EXISTING. SEE DETAIL 2/A5 ❑PROVIDE A TACTILE EXIT SIGN WITH THE WORD A4 "EXIT ROUTE" IF NOT EXISTING. SEE DETAIL 3/A3 A5 PROVIDE A DIRECTIONAL SIGNAGE TO ACCESSIBLE L=J RESTROOMS A5 PER CODE. SEE DETAIL 4/A3 A6 PROVIDE AN INTERNATION ACCESSIBILITY SYMBOL, IF NOT EXISTING. SE DETAIL I/A3 ❑ A7 INFILL EXISTING OPEN AND ALIGN FINISHES ON EACH SIDE A8 EXISTING THERMOSTAT TO REMAIN FTINEW DOOR AND FRAME. SE DOOR SCHEDULE A10 Al2 A13 A14 A15 RELOCATED FIRE EXTINGUISHER PROVIDE STRAPPING FOR WALL CASE FIXTURE PER DETAIL 12/A3 PROVIDE STRAPPING AND REGESED BOX FOR THE BRAND WALL PER DETAIL 15/A3 PROVIDE STRAPPING FOR 5 -POS PER PETAL 15/A3 PROVIDE 2 1/2° METAL STUD FRAMING WITH 5/8" 6YFSUM BOARD AT COLUMN ALIGN FINISHES ARGHITEGTURAL NOTES: ALL EXISTING STOREFRONT SHALL REMAIN UNLE55 OTHERWISE NOTED ON PLANS. . ALL EXISTING DOORS SHALL REMAIN UNLESS OTHERWISE NOTED ON THE PLANS. ANY EXISTING DRYWALL FINISH WHICH 15 EXISTING TO REMAIN SHALL BE PATCHED, PRIMED AND PAINTED TO "LIKE NEW° CONDITION AND TO ACCEPT NEW FINISHES. CONTRACTOR SHALL DETERMINE BEST METHODS FOR PATCHING, OR IF DRYWALL WILL NEED TO BE REMOVED OR REPLACED TO ACHIEVE DESIRED FINISH. EXISTING ACCESSIBLE RESTROOMS TO REMAIN. CONTRACTOR SHALL VERIFY THAT ALL FIXTURES AND ACCESSORIES COMPLY WITH THE LATEST ADA, ANSI AI11.1, TITLE 24, ADAAG AND ALL LOCAL CODE ORDINANCES AND AMENDMENTS. REPLACE IF REQUIRED. SEE ACCESSIBILITY DETAILS. PATCH AND LEVEL EXISTING CONCRETE SLAB AS NEEDED FOR NEW FINISHES. 6. ALL NEN WALLS SHALL BE 3-5/8' OR 6" (20 GAUGE) METAL STUDS AT 16" 0.G. WITH 5/8" GYPSUM BOARD BOTH SIDES AND FULL INSULATION, UNLESS OTHERWISE NOTED. ALL ARGHITEGTURAL DIMENSIONS ARE FRAMING DIMENSIONS. 8. ALL SAW GUTS SHALL BE DOWELED, ALTERNATING SIDES AT 18", OR AS PER CODE, PRIOR TO POUR BACK. q. PROVIDE (2) ROWS MINIMUM 8" HIGH, 20 GAUGE HORIZONTAL STRAPPING ON STUD AT ALL WALLS WITH NEW CABINETS. 10. THERMOSTATS, FIRE EXTINGUISHERS, CABINETS, OR ANY OTHER WALL MOUNTED ARCHITECTURAL ACCESSORY SHALL BE INSTALLED PER PLAN. IL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF THE EXISTING COLUMN LOCATION AND SIZES ARE DIFFERENT FROM WHAT OCCURS IN THESE DRAWINGS, AND OF ANY UNDOCUMENTED STRUCTURAL COLUMNS OR CONDITION, PIPES, ETC., WHICH ARE LOCATED IN THE TENANT SPADE BUT DO NOT APPEAR IN THESE DRAWINGS, 50 THE DRAWINGS GAN BE REVISED TO ACCOMMODATE THE AS -BUILT CONDITIONS. 12. EXISTING SECURITY DEVICES TO REMAIN. -woo "'mow GRUSK 294 Morris Avenue Springfield, NJ 07081 Tel: 973.376.4411 Fax: 973.376.8989 www.GruskinGroup.com NJ REG 0100.9869.14 This document and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of GRUSKIN ARCHITECTURE + DESIGN, P.C., and Is not to be used In whole or In part for any other project without the written authorization of GRUSKIN ARCHITECTURE+DESIGN, P.C. All Rights Reserved © 2017 Gruskin Architecture + Deslgn, P.C. Kenneth A. Gruskln AIA AL AK AR AZ CA CO CT DC DE FL GA HI IA ID IL IN KS KY LA ME MD MA MI MN MO MS 5421 MT 2537 131679613 NC 9961 3811 ND 1666 39209 NE A-3547 C-29898 NH 2796 N ARC -400347 NJM 004168 AI 09999 ARC1007123 NV 5521 0006261 NY 025528-1 NY AR91629 OK a4895 RA011075 OH 13761 AR 11489 OR 4899 05713 PA RA -015432-B AR -984459 PR 19965 001-019152 RI 2666 AR10400066 SC 6834 4674 SD 11532 5967 TN 101374 5734 17680 ARC 2596 UTTTX 5881358-0301 11016 VT 2572 10635 VA 0401 011223 1301052379 IWA 10344 I 44326 WI 9900-005 A-2005029740 WV 3727 3860 WY C-1967 Professional Seal: Consultant Job Name and Number. 2017-0229 Retail Refixturing Design for VERIZON headdress: 17 100 South Center Pkwy wy Tukwila, WA 98188 Drawing Tide: Demolition, Architectural/ Furniture and Reflected Ceiling Plans and Notes Date Issued For Client. 9-22-17 Landlord - Permit; Bid• 9-22-17 Construction" Revision Issue: No. Date Description ® 3-23-18 Corp Updates RECEIVED CITY OF TUKWILA MAY 2 9 2018 PERMIT CENTER Drawing Number. A2 2 OF 5 0- 0 1 m (U (U 0 I N 0 (U (h 1— z 0 0 Z 0 1- 0 1- z 0 U (U (/1 Z 3 J H 3 0 1— I w d (n w 1— z w 0 s 1-- 0 C4 0 a' cu 03 � q (U to L'-1 Z ❑ V � v l7 Z .--. (4d d 1 ca 3N Y -I C4 —I d N H / a_ 03 oEl / El Z � NLi r i La W W 1— > < —>d _a_ Fixture, Furniture & Equipment Schedule Type Name Count Manufacturer Model PROVIDED BY INSTALLED BY Description VZ GC VZ GC B03 DESKTOP PRINTER 1 RICOH AFICIO MP 301SPF X X VERIZON FACILITIES TEAM PROVIDES AND INSTALLS THIS ITEM OPTIONAL FOR SMALL STORES EQ -056 REFUSE BIN - S.S. 1 THE CONTAINER STORE SKIM; 10065625 X X STINLESS STEEL 12 GALLON ROUND SWING -LID TRASH CAN EQO60 CIGARETTE RECEPTACLE 1 GRAINGER Item No. 12V178 X X TOUGH GUY - BLACK CIGARETTE RECEPTCLE -13218" DIAMETER, 41" HEIGHT; FOR EXTERIOR. PLACE NEAR FRONT AND BACK OF THE BUILDING. VERIFY LOCATION WITH VERIZON PROJECT MANAGER EQ070 FIRE EXTINGUISHER CABINET 2 LARSEN'S MANUFACTURIN G CO. C2409 -R X X CAMEO SERIES MODEL, CLEAR BUBBLE IN BLACK LETTERS; S.S. SATIN FINISH; MOUNT 48" AFF TO THE TOP OF THE CABINET ROUGH OPENING; GC TO VERIFY FINAL LOCATIONS AND QUANTITIES WI LOCAL FIRE MARSHAL. 2 -HL 2FT WALL HOPE LINE 1 TRIAD X X 2FT WALL HOPE LINE 2 -SS 2FT SHELF SET 1 TRIAD X X 2FT SHELF SET 2 -SW 2FT SLATWALL 2 TRIAD X X 2FT SLATWALL 4 -CD 4FT CASE DISPLAY 4 TRIAD X X 4FT CASE DISPLAY 4-ETS-LG 4FT SHELF SET 1 TRIAD X X 4FT LARGE ENTERTAINMENT 4 -POS 4FT POS 1 TRIAD X X 4FT POS 4 -SS 4FT SHELF SET 2 TRIAD X X 4FT SHELF SET 4 -SW 4FT SLAT WALL 1 TRIAD X X 4FT SLAT WALL 5 -POS POS IN BOH 1 TRIAD X X POS IS NOT TO BE NICHED AND1OR SCRIBED TO WALLS. SPACE ON EACH SIDE IS REQUIRED FOR ACCESS AND VENTILATION. AISLE AISLE 5 TRIAD X X AISLE FIXTURE BPK BILL PAYMENT KIOSK 1 X X VERIZON I.T. PROVIDES, CONSTRUCTION TO BOLT UNIT(S) TO FLOOR. BSTL BAR STOOL 16 TRIAD V002-13-797 X X BAR STOOL CHECK -3 CHECK - 3 FOOT 1 SIGN FABRICATOR X X 3 FOOT CHECK COLAB-BAR-LG LARGE COLLABORATION BAR 2 TRIAD X X COLLABORATION BAR LARGE COLAB-LG LARGE COLLABORATION TABLE 2 TRIAD X X COLLABORATION TABLE LARGE DR DEVICE RACK 7 TRIAD X X DEVICE RACK DP DIGITAL DISPLAY 1 TRIAD X X DIGITAL DISPLAY EQ -01 PICTURE RAIL 3 TRIAD X X MONITOR MNT-BS MONITOR BLADE SHELF 4 TRIAD X X MONITOR BLADE SHELF - FULL LENGTH OF DR FIXTURE PB -6 6FT PARENTS BENCH 2 TRIAD X X 6 FT PARENTS BENCH SPOT SPOTLIGHT FIXTURE 1 TRIAD X X SPOTLIGHT FIXTURE " ALL QUANTITIES GIVEN AR( CALCULATED FROM DRAWINGS PROVIDED AND ARE INTENDED TO ASSIST THE VENDOR IN COMPILING ORDERS. VENDOR IS STILL RESPONSIBLE FOR TOTAL QUANTITIES REQUIRED TO INSTALL A FULL tND COMPLETE JOB AND FOR FINAL FIELD MEASUREMENTS IF NECESSARY. "ALL BACKOF•HOUSE MILLVORK SHALL BE BY GENERAL CONTRACTORS MILLWORK CONTRACTOR. Oice6 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2018 City of Tukwila BUILDING DIVISION AF HITFCTURL IJFS�, I.,PC"' 294 Morris Avenue Springfield, NJ 07081 Tel: 973.376.4411 Fax: 973.376.8989 www.GruskinGroup.com N) REG 0100.9869.14 This document and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of GRUSKIN ARCHITECTURE + DESIGN, P.C., and Is not to be used in whole or in part for any other protect without the written authorization of GRUSKIN ARCHITECTURE+DESIGN, P.C. All Rights Reserved © 2018 Gruskin Architecture + Design, P.C. ketutoth A. Gruckhi AIA AL 5421 MT 2537 AK 13167 NC 9961 AR 3811 ND 1666 AZ 39209 NE A-3547 CA C-29898 NH 2796 CO ARC -400347 NJ Al 09999 CT 9613 NM 004168 DC ARC100723 NV 5521 DE 0006261 NY 025528-1 NY FL AR91629 OK a4895 GA RA011075 OH 13761 HI AR 11489 AOR 4899 IA 05713 PA RA-015432—BJ ID AR -984459 PR 19965 IL 001-019152 RI 2666 IN AR10400066 SC 6834 KS 4674 SD 11532 KY 5967 TN 101374 LA 5734 TX 17680 ME ARC 2596 UT 5881358-0301 MD 11016 VT 2572 MA 10635 VA 0401 011223 MI 1301052379 WA 10344 MN 44326 WI 9900-005 MO A-2005029740 WV 3727 MS 3860 WY C-1967 Protesslenal Seat Consultant Job Name and Number. 2017-0406 Retail Refixturing Design for VERIZON Job Address: Lloyd Center Space C118 923 Lloyd Center Portland, OR 97232 Drawing Tltle: Fixture, Furniture and Equipment Schedule Drawn 8y: MM Checked By: KG Date Issued For Client. North Arrow: 3-22-18 d 3-22-188 Permit: LandlorBId 3-22-1 Construction Revision Issue: No. Date Description 3/23/18 Corp Updates RECEIVED CITY OF TUKWILA MAY 2 9 2018 PERMIT CENTER a 0 c) I N N 0 I eI 0 N cif) z LiJ 0 ca z 0 1- 1- z 0 0 tU / V) L7 z 3 N / -1 F- w CZ ce Lit 1-- z w 0 0 0 a" cu cu Iq N H /¢ z� LTJ Q z -I (4 4E Q I 3o / N N LA N. ¢o g N M .c - oo cu / N zl 0� N ry L.1 LLI iq a. CJIW* !1rC1 H`r CTt. IRF 294 Morrls Avenue Springfield, NJ 07081 Tel: 973.376.4411 Fax: 973.376.8989 www.GruskinGroup.com NJ REG 0100.9869.14 Thls document and the Ideas and designs Incorporated hereln, as an Instrument of professional service, Is the property of GRUSKIN ARCHITECTURE+DESIGN, P.C., and Is not to be used In whole or In part for any other project without the written authorization of GRUSKIN ARCHITECTURE + DESIGN, P.C. All Rights Reserved © 2017 Gruskin Archltecture + Design, P.C. Kenneth A. GruskIn AIA AL 5421 MT 2537 AK 13167 NC 9961 AR 3811 ND 1666 AZ 39209 NE A-3547 CA C-29898 NH 2796 CO ARC -400347 NJ AI 09999 CT 9613 NM 004168 DC ARC100723 NV 5521 DE 0006261 NY 025528-1 NY FL AR91629 OK a4895 GA RA011075 OH 13761 HI AR 11489 OR 4899 IA 05713 PA RA -015432-B ID AR -984459 PR 19965 IL 001-019152 RI 2666 IN AR10400066 SC 6834 KS 4674 SD 11532 KY 5967 TN 101374 LA 5734 TX 17680 ME ARC 2596 UT 5881358-0301 MD 11016 VT 2572 MA 10635 VA 0401 011223 MI 1301052379 AWA 10344 MN 44326 WI 9900-005 MO A-2005029740 WV 3727 MS 3860 WY C-1967 Professional Seal: Consultant Job Name and Number. 2017-0229 Retail Refixturing Design for VERIZON lob Address: 17100 South Center Pkwy Tukwila, WA 98188 Drawing True: Construction & Accessibility Details Date Issued For Client* 9-22-17 Landlord' Permit: sld; 9-22-17 Construction• Revision Issue: No. Date Description it 3-23-18 Corp Updates RECEIVEL CITY OF TUKWILA MAY 2 9 2018 PERMIT CENTER y b" 6" 4'-0" / \ MIN \ •'•' "I MIN r I I 9::::K 18" j- 1 -1 � EQ. EQ. EQ. EQ. Skt .04 ;;;� DISPLAY /WORK i AGE COUNTER Zia x�-� IV N Z..\✓ �������������������,;"ROUTE MIN. � �- SFRONT�A� APPROACH, PUSH PROVIDED WITH BOTHMIN.EXIT�-� GLoSlR AND LATCH al 71- � � � ���� CS � � ;:;: � :. � EXIT � ' -FRONTAPPROACH, 1/2 •� RESTROOMS MIN.(BRAILLE)-\ N -MIN.(BRAILLE)N \m(BRAILLE) PULLSIDE\�\ \.,30"MIN. NCLEAR Zo sisn1 ACCESSIBILITY SYMBOLTACTILE SIGNTACTILE„SIGN TACTILE SIGN WORK SURFACE COUNTER6 MANEUVERING CLEARANCE DIAGRAM MANEUVERING CLEARANCE DIAGRAMSCALE: SCALE: 1/4 :1-0 SCALE: 3 :1-0 SCALE: 3 :1-0 SCALE: 3 :1-0' N.T.S. N.T.S. 3 :1-O MONITOR MONITOR BRACKET BEHIND,TYPE. DATA OUTLET FOR MONITOR3'-6 1/2"3'-61/2" BLANK OUTLET BOX W/COVER AND A PULL STRING�I'-4°l:�n��' '� '� EXISTING WALLABOVE EXISTING� DOORING��'DOORING3/4' EXISTING WALL ABOVE EXISTINGPLATE GDX PLYWOOD BLOCKING �� STUDS , 24 HIGHIIIVIA111- GEILIN6IAN SUSPENDED CEILING BOTTOM OF VARIES =<YI ,SUSPENDED BOTTOM OF VARIES BOTTOM OF VARIES (HATCHED). FULL LENGTH OF MONITORS. ,BETWEEN � ��.,m_ ,�z_x_s,,,,.1� 1. h .. .., • iiv' SUSPENDED GLC. SEE PLAN - JINNI 4111•01 SUSPENDED GLC. SEE PLAN ,.. SUSPENDED GLC. SEE PLAN ALIGN EDGE OF MONITOR WITH N` .....---- � - i _ ._1LJI Z 7:f Cil -----4----"--;:-Z.; 11 PROVIDE 3 5/8° �� CONT. 3 5/8" METAL TRACK ►' CONTINUOUS 3 5/8" OR b" METAL TRACK WALL ABOVE SOFFIT TO REMAIN GOVT t`LJOUS 15/8" METAL TRACK EDGE OF FIXTURE BELOW METAL STUD BRACING 048" �. �� K. <, REMOVE EXISTING 20 GAUGE, FRAMING 15/8" METAL STUD WALL AT I6" O.G. v" L O.G. AS REQUIRED. ,15/8" (1) LAYER e 5/8 GYPSUM BOARD ON BOTH SOFFIT ( _ " _ ---7--- -� OUTLINE OF FIXTURES 2 -XX RECESSED QUAD ► " (I) LAYER GYPSUM BOARD ON BOTH J1/4" 1 NTINJOUS 6 METAL TRACK ,-� : :: ; AND 4 -XX POWER OUTLETS DR DR MNT-B' DR i �� FRAMING. HOLD EDGE L 1 _ �_ _ " SIDES OF FRAMING. HOLD BOTTOM EDGE 1/4"SIDES 4 ABOVE FINISH FLOOR. FASTEN TO METAL �f/ `f STUDS WITH #b X 15/8" DRYWALL SCREWS OF ABOVE STUDS WITH BOTTOM FINISH FLOOR. FASTEN TO METAL #b X 15/8 DRYWALL SCREWS _ srr � f �� (I) LAYER SIDES ABOVE n 5/8 GYPSUM BOARD ON BOTH " OF FRAMING. HOLD BOTTOM EDGE I/4 FINISH FLOOR FASTEN TO METAL (2) WALL ANCHORS PER FIXTURE BY FIXTURE VENDOR rr 12" 0•G. IN FIELD AND 8" O.G. AT SEAMS. 12' D.G. IN FIELD AND 8" O.G. AT SEAMS. STUDS WITH #6 X 1 5/8" DRYWALL SCREWS �: �� : dis BATT INSULATION FULL HEIGHT OF PARTITION 20 GAUGE 3 5/8" METAL STUD WALL ,�i �V£ ,► s� �� �►� BATT INSULATION OF PARTITION N 20 GAUGE FULL HEIGHT 3 5/8" OR b" METAL STUD 12" O.G. BATT OF PARTITION 20 GAUGE IN FIELD AND 8° O.G. AT SEAMS. INSULATION FULL HEIGHT 6" METAL STUD WALL g 5 12" 8" HIGH 20 6A. HORIZONTAL METAL STRAPPING (HATCHED) ON STUDS AND CENTER VERTICALLY ON FIXTURE. POWER/DATA OU BEHIND FIXTURE, TVP. ® WALL FRAMING AT I6" o �� FRAMING AT Ib" O.G.i. ,-1- Q 12" 12' FRAMING AT Ib" O.G. oa O.G. =- �'r� 4" BASE (SEE INTERIOR FINISHES SCHEDULE) 4" BASE (SEE INTERIOR FINISHES SCHEDULE) n `- 4" BASE (SEE INTERIOR FINISHES SCHEDULE) L ❑ ®'� POWER/DATA FEEDS PER PLAN N ,�,�,�� WALL ANCHORS PROVIDED AND INSTALLED BY FIXTURE VENDOR TOP TOP OF TOP OF D' -D" OF 0'-0" a� 0'-0° NOTES: o Zize FINISHED FLOOR FINISHED FLOOR 4 -XX ;;;::;<::::::::::::.:::.::::::;;::;;:::;:;:;;:;;;:;:; r ;:;...........,............................................................................................... FINISHED FLOOR CONTINUOUS TRACK W/ 1/4" �, 5/4" LONG HILTI ACTUATED ANCHORS CONTINUOUS POWDER TRACK W/ I/4" �, 5/4" LONG HILTI ACTUATED ANCHORS 32" O.G, CONTINUOUS POWDER TRACK W/ 1/4" 0, 3/4" LONG HILTI ACTUATED ANCHORS ®32" O.G. - - - 2 XX 255, 5 -IF, 2 -HL, d 2 5W 4 -XX: 4 -SW, 4"SS, 4'1NG, 4 -GD, 4-ET5 " 8 HIGH 20 GA. HORIZONTAL METAL STRAPPING (HATCHED) ON STUDS - -r - r - �,-, ..............-....._ -i r - =1-r -1- - I 8" HIGH 20 HORIZONTAL I iiti LTJ J 1 - - - - - tv' 1111 L11J _ _ _ . ;+ GA. POWDER ®32" O.G. METAL STRAPPING (HATCHED) ON STUDS ./.-/./--' POWER/DATA FEEDS PER PLAN, TVP. (� WALL UP TO GRID 0 DOOR OPENING INFILL 11 SOFFIT OPENING INFILL 1 TYPICAL STRAPPING PLACEMENT ELEVATION 1 TVP. STRAPPING PLACEMENT ELEVATION TYPICAL STRAPPING PLACEMENT ELEVATION 3/ ♦ •1/ 1 • :.•5/ SCALE. 1/4:11-0"14 3/ - ,-�,,.� SCALE: 1/2 1-0 PROVIDE BERG -2 CLIP LATERAL SUPPORT POINT WHERE FIXTURE 4 °lam UNISTRUT BRAG! BY GG BLOCKING r 14/2 MG WIRE WHIP BY EG j / LAG UNISTRUT BOLT TO WALL ANGLE P1546 BY EXTERIOR WALL i ., � � 36" LONG UNISTRUT BRACE BY GG 6G EXTERIOR WALL .� BOTTOM OF SEE RGP GLC. fil 1111 UNISTRUT BRACE BY GG �i $r1-11 ' 0 SUSPENDED SUSPENDED CEILING / P2000T UNISTRUT ������� / A BRACE BY GG 28" LONG TOP CHANNEL BY TRIAD28" UNISITZUT ANGLE LONG TDP PI546 BY GG�� SEISMIC SM I G GE I L I NG NOTES: WIRE HANGER ® 4'-0" ROW1111111111F41 FALLS BETWEEN MAIN r �. �. DIGITAL DISPLAY (DP)CHANNEL BY TRIAD " LONG OF' BELOW BY TRIAD UNISTRUT BRACE BY GC I. ALL HANGER WIRE SHALL BE MIN. OF #12 GALV. WIRE OR O.G. EACH WAY. CODE APPROVED !QUAL, n n [•� l/ RIJN U5! 4 -0 LONG � � n MAIN ®4-0OG. A5 y8• , .�, 11114 II 36' LONG SECURITY GATE WASHER, NUT � : �� UNISTRUT AND SCREW a I DiA SLEEVE, 2 �� I BRACE BY GG - BY GG LONG BY TRIAD 2-0 X 4-0 2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY ACOUSTICAL TILE TYP LEVELED AND BE SPACED IN ACCORDANCE WITH ( ) MANUFACTURER'S SPECIFICATIONS. /\ // % �► /"'I'M,: � GRO55 TEE. CLEARANCE = 3/8' GLIARANGE-- 3�/4�H(Gp a (CATEGORY "G") 1EGORY nDn� n!n t �Fn) SIDE SECURITY GATE BY _11��� CEILING GRID DIGITAL DISPLAY TRIAD SUSPENDED CEILING j ill'' 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES ! THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING DESIGN " �� 2 -0 X 4-0 RECESSED ) LOADS REQUIRED BY LOCAL CODES. FLUORESCENT LIGHT FIXTURES. SEE 4. AT LIGHT FIXTURES PROVIDE 4/ #12 &ALV. WIRE TO BE ELECTRICAL DRAWINGS, '� �� r HVAC -AIR DIFFUSERS WITH APPROVED CLIPS BIRD -2 CLIP OR WIRES A5 REQ.V. BY CITY STANDARDS (1YP,)����' B+ ////, FINISHED FLOOR 0.00 28" LONG TOP CHANNEL BY TRIAD NUT FLOOR SLAB THRU BOLT WITH BOLT SLAB BY TRIAD AND WASTER BY TO TRIAD SECURED TO THE GRID AT EACH CORNER OF LIGHT FIXTURES PER ASTM G 635 AND G 636. POST OR EMT CONDUIT. SEI SEISMIC OR EM TON , RESTRAINT BRACE #I2 GA. WIRE /8• �. ,� 4 DIGITAL DISPLAY MOUNTING PLAN DETAIL DIGITAL DISPLAY MOUNTING SECTION DIGITAL DISPLAY MOUNTING DETAIL AT TOP 1 SCALE: 1/4"., 11-0 " 16 "- SCALE: 1/4 -1-0 n- " SCALE: 11/2 1-0 CROSS 5. SEE ELECTRICAL DRAWINGS AND REFLECTED CEILING PLANS RUNNER SPLAYED 0 45° 4 -DIRECTIONS. ATTACHED SIDE A FOR LOCATIONS AND DIRECTIONS OF LIGHT FIXTURES. tea' �� WIRES ATTACHED TO MAIN RUNNERPROVIDEHORIZONTAL © CLIP 0 PERIMETER WALL DETAIL b. LIGHT CHANT 5, WIRING SYSTEM, VOLTAGE \ WIRING COMPONENTS, COMMUNICATION, COMPUTER GABLES\` toiloALL HT&at/� TRAINTSBING ONLYIFINTERIOR �alum AREA MEETS OR FINISHES PAINT COLORS -BENJAMIN MOOR AND MECHANICAL SERVICES SHALL BE INDEPENDENTLY , SERVII ES ND SUPPORTED FROM SUSPENDED CEILING SYSTEM. .....-4:$ EXCEEDS 1,000 SQ. FT. SEISMIC \� LOCKING MOOREC, MANUFPRODUCT THE DEFLECTION, SPRINKLER HEADS AND OTHER PENETRATIONS 0,1111-- 1. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL THROUGH THE CEILING TILE REQUIRE MINIMUM 2 -INCH RINGS, MAIN SLEEVES OR ADAPTERS THAT WILL ALLOW A MINIMUM I -INCH RUNNER CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY,A SWING JOINT CAN BE PROVIDED AT THE SUPPORT SPLICE PROVIDE 2-#10 CLIP © TILE SCREWS AFTER TILE � PANEL 15 INSTALLED. BRAGS 4410... a o 44(4.°. � ��CARPET ! MAIN RUNNER HANGER WIRE W/2 TURNS TURNS IN I I/2" IVP. CR055 RUNNER 1'-I L UBENJAMIN RA i X DOOR SGHEDULE : OPTION / LOCATION SYMBOL ITEM MANUFACTURER SPECIFICATION AND COLOR COLOR: #0C -14q "DECORATOR'S WHITE" FINISH: SEE PAINT NOTES BELOW DOOR: tQ TIL! P G° "F G- CARPET TILE LINE: NDI'IX X386F-0 LOCATION: FRONT OF HOUSE G -I FLOORING - TILE BACKING SYSTEM: EGOLO6IX EM: EG SIZE: 3'-0" X 1'-0" X 13/4" C .16NI SIZE: 24" X 24" MANUFACTURER: BENJAMIN MOORE SWING: L AND ALL 80HOPTION 2-8 STYLE. fi.U5H DOOR •I:.IERZI cP -•` INSTALLATION: COLOR: CUSTOM (NEXT GEN) P' -1c PRODUCT LINE:REGAL SELECT TO BE USED WITH G-2 "DECORATOR'S MATERIA.: WOOD SOLID GORE WALK OFF MATT WALK -OFF CARPET M "- NWW.THEMATWORKS •MHTS. •RKS COLOR: #00-144 WHITE"LATERAL FINISH: SEE PAINT NOTES BELOW ME HM TOP OF THE SPRINKLER HEAD EXTENSION TO ACCOMMODATE THE I -INCH MOVEMENT (ASG! 1, SEG.135.622) NOT!: ®12 -0O.G. EACH WAY O RUNNER DETAIL " B TO BE USED G-2 T s PRODUCT: AMBASSADOR LIN! LOCATION: FRONT OF HOUSE alum AND SOFFIT FINISH: P-2 AT P05 AREA SIDE S. SEISMIC SUSPENDED CEILING SHALL BE ARMSTRONG SEISMIC RX SUSPENDED 5Y51T:M. / �' 6'-0" MAXIMUM 12'-0" / /- O.G. EACH WAY TO nTS. ATTACH HEAVY DUTY T : .-__.. WITH G -I ; 'jv • COLOR: ANTHRACITE MANUFACTURER: BENJAMIN MOORE PIAT STORAGE SIDE LOCKSET: SCHLA6E NDIOS RHO 62b SIZE: Iq.5"XIq.' P-2 PRODUCT LINE: ULTRA SPEC SCUF-X CLOSER: NORTON SERIES 1600 REGULAR ARM THICKNESS: 1/2" � COLOR: #I00-1616 "STORMY SKY", COLOR PREVIEW FLOOR STOP: HAGER #245F DOME STOP, U526D SALES FLOOR C P G - G' •� CARPET TIL! LI • = - • FINISH: SEE PAINT NOTES BELOW KICK PLATE: HAGER #1105,12"H X 2'-10"W LATERAL q. THE BERC2 CLIP 15 USED TO SECURE 1H! MAIN RUNNERS AND / LATERAL SUPPORT SYSTEM To STRUCTURE REVIEWED FOR GR055 RUNNERS ON TWO ADJACENT WALLS TO THE SUPPORT POINT // / STRUCTURE AND THE TWO OPPOSITE WALLS TO THE WITHIN b -0 OF / PERIMETER TRIM. A NOMINAL 1/8" WALL MOLDING 15 USED IN EACH WALL. %* 87' `--MAX.. AT ENDS POINT ACCORDANCE WITH GBG :: R DE COMPLIANC SECTION 808 AND ASC. i'1.: 15.5.6 APPROVED I OPTION G G- OORING -' 16NI TILE BACKING SYSTEM: EGOL• LOCATION: FRONT OF HOUSE ACCENT WALL (COOL GRAY 10) AND ALL T WITH M-2 - 2-61 -' .TERZ - • SIZE: 24" X 24"" INSTALLATION: ASHLAR COLOR: CUSTOM I ,-,. T) PAINT NOTES CARPET TILE PATCRAFT(WWW.PATGRAFT.COM) COLLECTION NAME: VERIZON STANDARD (COLOR YOUR rIORLD EC0L0GIX) TYPICAL APPLICATION AND INSTALLATION At LIEU OF THE 2" PERIMETER SUPPORTING CLOSURE ANGLE WIRE HANGER REQUIRED BY SECTION gb2.622 (b) OF ASCE-1 FOR SEISMIC „ n n n n n n 1/2 SPACE (TVP.) DESIGN CATEGORY "C", "0", "E'ORF EXCEPT FOR THE USE HORIZONTAL RESTRAINT JUN 2 p 2018 WIRES. { . �.rA FOR BOTH M-2 AND C-2 OPTIONS G-4 FLOORING CONTACT: DANA PARSON STYLE NUMBER: 42JPG SHAW INTEGRATED SOLUTIONS DANA.PAR50N®SHAWING.GOM TEL: (10b) 532-7463° COLOR: 522 "DOORS SIZE: 24 x 2411 INSTALLATION METHOD: ASHLAR PATTERN WALLS: EGGSHELL ON WALLS, GYP. CEILINGS AND SOFFITS; AND FRAMES: SEMI GLOSS ALKYD CEILING: MATTE LATEX OF THE BERC2 CLIP AND THE 1/8" WALL MOLDING AND ` •" �'�i � f "�+� � 1 �� City of Tukwila ELIMINATION OF SPREADER BARS, INSTALLATION OF THE !� CLIP (TYPO BOLT GOMPRE5510 INSTALL 2'X4' ACOUSTI .1• CEILING SYSTEM MUST BE AS PRESCRIBED AS PER CODE. STRUT AT TOP AND TILE IN METAL S;U5PEN5 `r UILDING DIVISIOR �,�, 7.. , . q, : NOTE: ADD BONDING PRIMER FOR METAL 1/8 MOLDING O BOTTOM. HEAVY HEAVY DUTY "T' GRID SYS 10. SEISMIC SUSPENDED CEILING SHALL COMPLY WITH ASCE 1 (TYP.) CROSS RUNNER PER GBG/TBG SECTION 808 SECTION 135.6 AND SHALL HAVE HEAVY DUTY T -BAR GRID � FADE OF WALL OR AND ASCE 1.05 13.5.6 SYSTEM EXCEPT INTERMEDIATE -DUTY FOR SEISMIC DESIGN DEMISING MAIN RUNNER O CATEGORY 'G". PARTITION LATERAL SUPPORT BRACE SECTION O WALK OFF MATT ENTRANCE MATTING IMPACT SPECIALTIES MODEL: HELIX Z2 TILE (WITH CARPET TREAD INSERT) ® OPTION A M-5 CONTACT: IMPACT SPECIALTIES TILE SIZE: 12 X q X 1/16 GYPSUM BOARD: TO BE USED WITH G-4 PHONE: 888-424-6281 FAX: 408-844-4215; ORDER@IMPAGTSPECIALTIES.GOM TILE COLOR: BLACK CARPET TREAD INSERT COLOR: WROUGHT IRON BORDER MODEL: HELIX ZI TILE (WITHOUT CARPET TREAD INSERT) TILE COLOR: BLACK TILE/MODULE THICKNESS: 1/16" NOTE: ZI TILE TO BE USED IN VESTIBULES ONLY AS BORDER W/ Z2 TILE PROVIDED AND INSTALLED BY GG GYPSUM BOARD RECEIVING LATEX PAINT SHALL BE PRIMED Y4111-1 ONE (I) COAT OF VINYL PLASTIC SEALER PRIOR TO RECEIVING TWO (2) COATS OF FINISH PAINT. WOOD TRIM: WOOD TRIM RECEIVING ALKYD OR ENAMEL PAINT SHALL BE PRIMED WITH ONE (I) COAT OF ENAMEL UNDERWATER PRIOR TO RECEIVING 11. CLIPS INSTALLED ON THE UNATTACHED WALLS SHALL ALLOW D NTS. SEISMIC I SM I G POST 5Gi-1LDUL THE TERMINAL RUNNER END TO MOVE 3/8" FOR CATEGORY "C" NOTE: 0 12'-0" 0.C. EACH WAY I. UP TO 81-0" USE I- 5 5/8" 25 6A. MTL. STUD 0 12'-O" D.G. AND 5/4" FOR CATEGORY "D", "E' OR "F". 2. 8'-0" TO I0'-0" USE 2-15/8" 25 GA. MTL. STUDS 0 12'-0" 0.0. FASTENED BACK TO BACK 0 EACH SIDE OF MAIN RUNNER TYPICAL. 3. I0'-0" TO 15'-0' USE 2-2 1/2" 25GA. MTL. STUDS FASTEN SAME AS NOTE #2. 4. ALTERNATE: UP TO 5'-0' USE 5/4" 0 EMT CONDUIT FOR USE WITH RESILIANT WALL BASE JOHNSONITE JOHNSONI MASQUERADE VIEWPOI WALL BASE TWO (2) COATS OF PAINT. PAINT ALL WIRES, RETURN AIR GRILLES, ALL FLOORING VS -I CONTACT: THERESA THOMAS SIZE: 4" HIGH X 5/8" THICK SUPPLY AIR GRILLES AND DUCTS TO MATCH ADJACENT CEILING AREA. OPTIONS PHONE: (440)108-'1318 THERESA.THOMAS®JOHNSONITE.COM COLOR: JOHN MW -6q -V STERLING SILVERADO LOCATION: SALES AREA FIRE RESISTANCE: ASTM E84/NFPA 225 FLAME/SMOKE -CLASS A/LESS THAN 450 SMPLE NOTE: USE NATIONAL PROGRAM itUMBER 10538 WHEN ORDERING BENJAMIN MOORE CONTACT: MICHAEL EKE T: (201) q4q-6130; C: (201) 183-1658 MIGHAEL.ECKE®BENJAMINMODRE.GOM 1 q SCHEDULES 20 LATERAL SUPPORT DETAILS N.T.S. N.T.S.> CJIW* !1rC1 H`r CTt. IRF 294 Morrls Avenue Springfield, NJ 07081 Tel: 973.376.4411 Fax: 973.376.8989 www.GruskinGroup.com NJ REG 0100.9869.14 Thls document and the Ideas and designs Incorporated hereln, as an Instrument of professional service, Is the property of GRUSKIN ARCHITECTURE+DESIGN, P.C., and Is not to be used In whole or In part for any other project without the written authorization of GRUSKIN ARCHITECTURE + DESIGN, P.C. All Rights Reserved © 2017 Gruskin Archltecture + Design, P.C. Kenneth A. GruskIn AIA AL 5421 MT 2537 AK 13167 NC 9961 AR 3811 ND 1666 AZ 39209 NE A-3547 CA C-29898 NH 2796 CO ARC -400347 NJ AI 09999 CT 9613 NM 004168 DC ARC100723 NV 5521 DE 0006261 NY 025528-1 NY FL AR91629 OK a4895 GA RA011075 OH 13761 HI AR 11489 OR 4899 IA 05713 PA RA -015432-B ID AR -984459 PR 19965 IL 001-019152 RI 2666 IN AR10400066 SC 6834 KS 4674 SD 11532 KY 5967 TN 101374 LA 5734 TX 17680 ME ARC 2596 UT 5881358-0301 MD 11016 VT 2572 MA 10635 VA 0401 011223 MI 1301052379 AWA 10344 MN 44326 WI 9900-005 MO A-2005029740 WV 3727 MS 3860 WY C-1967 Professional Seal: Consultant Job Name and Number. 2017-0229 Retail Refixturing Design for VERIZON lob Address: 17100 South Center Pkwy Tukwila, WA 98188 Drawing True: Construction & Accessibility Details Date Issued For Client* 9-22-17 Landlord' Permit: sld; 9-22-17 Construction• Revision Issue: No. Date Description it 3-23-18 Corp Updates RECEIVEL CITY OF TUKWILA MAY 2 9 2018 PERMIT CENTER w 3 w 1- I=4.1 U J w • • • • • • • :.:ems:.•::•••:::❖ y • • • -IL TIL TIL TIL Ib TIL ==.777-10momi• ;,. ifs -21111111,11011111:,:l. -��■r . �t1n■1r/ ll��r�.�ta�lta�r�.•1r�1. • ° r. CT,8 (PART) PARTIAL ELECTRICAL LIGHTING PLAN SCALE: 3/16 =1'-0" ELEGTRIGAL NOTES: I. ALL OUTLET AND SWITCH DIMENSIONS NOTED ON PLANS SHALL BE TO THE CENTERLINE OF THE DEVICE MOUNTED VERTICALLY UNLESS OTHERWISE NOTED. 2. CONVENIENT OUTLET SHALL BE MOUNTED VERTICALLY WITH CENTERLINE AT 16" A.F.F. 8. 3. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CUT AND PATCH SLAB AS REQUIRED FOR NEW UNDER SLAB q. ELECTRICAL CONDUITS. SEE ARCHITECTURE PLAN. 4. ELECTRICAL CONTRACTOR SHALL LEAVE ALL EXISTING OUTLETS NOT SHOWN ON PLAN IN EXISTING WALLS WHICH ARE TO REMAIN. IF NEV OUTLET 15 IN CLOSE PROXIMITY TO EXISTING, USE EXISTING OUTLET. THIS DOES NOT APPLY TO SPECIALLY DESIGNATED OUTLETS, DIMENSIONED OUTLETS AND OUTLETS WITH HEIGHT REQUIREMENTS. 5. DATA WIRING 15 TO BE PROVIDED BY VERIZON AND 15 NOT RESPONSIBILITY OF THE GENERAL. CONTRACTOR. ALL DATA WIRING IN WALLS SHALL BE RUN IN A I" 0 CONDUIT TO 6" ABOVE SUSPENDED CEILING WITH PULL STRING. PROVIDE A SEPARATE CODE SIZED GREEN EQUIPMENT GROUND CONDUCTOR IN ALL CONDUITS AND RACEWAYS CONTAINING LINE VOLTAGE CIRCUITS. FOR ALL 20A CIRCUITS, EQUIPMENT GROUND CONDUCTOR SIZE SHALL MATCH PHASE CONDUCTOR SIZE. FOR CIRCUITS UPSIZED FOR VOLTAGE DROP INCREASE EQUIPMENT GROUNDING CONDUCTOR SIZE PER CODE. 1. ALL ELECTRICAL DEVICES AND COVER PLATES SHALL BE WHITE AT FRONT OF HOUSE AREA INCLUDING ALL DATA JACKS, SWITCHES AND OUTLETS ON WALLS AND ON EXPOSED CEILINGS/SOFFITS PAINTED WHITE EXCEPT THE COVER PLATES SHALL BE GRAY ON THE P-2 PAINT WALL (COOL GRAY 10). ALL ELECTRICAL DEVICES AND COVER PLATES SHALL BE MATCH EXISTING AT BACK OF HOUSE AREA INCLUDING ALL PLUG MOLDS, TELEPHONE/DATA JACKS, SWITCHES AND OUTLETS. IF NEW POWER AND DATA OUTLETS ARE INDICATED IN CLOSE PROXIMITY TO EXISTING OUTLETS WITH THE SAME USE AS NEV, CONTRACTOR SHALL NOT INSTALL ANY NEW OUTLETS UNLESS OTHERWISE NOTED ON PLAN OR HEIGHT REQUIREMENTS SH0141 ON THE PLAN SHALL BE INSTALLED AS NEW. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. RECEPTACLES INDICATED AS "EX" AT THE FRONT OF HOUSE AREA SHALL BE REPLACED WITH WHITE RECEPTACLE AND COVER PLATE TO MATCH THE ADJACENT FINISH. 10. WIRING SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH COLOR CODE SYSTEM IN THE TABLE BELOW UNLESS THERE 15 A COLOR SYSTEM CURRENTLY IN USE BY THE FACILITY, IN WHICH CASE THE COLORS ARE TO MATCH THE EXISTING SYSTEM. IN LARGER SIZES, WHERE PROPERLY COLORED INSULATION 15 NOT AVAILABLE, USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE DOLOR AROUND EACH CONDUCTOR AT ALL TERMINATION POINTS, JUNCTION AND PULL BOXES. SYSTEM VOLTAGES: 240V AND UNDER INCLUDING 208'/120,120/240,120/208, AND 240D/120 SYSTEMS. • PHASE A: BLACK • PHASE B: RED • PHASE G: BLUE • NEUTRAL: WHITE • EQUIPMENT GROUND: GREEN • ISOLATED GROUND: GREEN WITH YELLOW STRIPE 12. THE CIRCUIT NUMBERS SHOWN ON THE ELECTRICAL POWER PLAN INDICATE NUMBERS OF CIRCUITS REQUIRED. ELECTRICAL CONTRACTOR SHALL VERIFY NUMBERS OF CIRCUITS AVAILABLE IN FIELD AFTER ELECTRICAL DEMOLITION AND REUSE AVAILABLE CIRCUITS FOR ALL NEN OUTLETS AND LIGHTING FIXTURES. THE DESIGN INTENT 15 TO REUSE PREVIOUS FLOOR BOX CIRCUITS FOR NEVI FLOOR BOXES, PREVIOUS LIGHTING CIRCUITS FOR NEW LIGHTING AND PREVIOUS WALL RECEPTACLE CIRCUITS FOR NEW WALL RECEPTACLES. LIGHTING NOTES: ----------- - ----- - - 44 44... ••7.70•.:.:•:4:4:41.:.:.:.:•:4:❖74re:.:.:. 747., SEE REFLECTED CEILING PLAN FOR EXACT LIGHT FIXTURE LOCATIONS. 2. REUSE EXISTING LIGHT CIRCUITS FOR ALL NEN LIGHTING. 3. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURE -5 REQUIRED FOR COMPLETE INSTALLATION OF GENERAL, SPECIALTY, EXIT AND EMERGENCY LIGHTING. FIXTURES MOUNTED IN SUSPENDED CEILING GRIDS SHALL BE PROPERLY FASTENED TO THE GRID WITH APPROVED CLIPS WHERE REQUIRED BY CODE. 4. ALL SWITCHES SHALL BE MOUNTED VERTICALLY WITH CENTERLINE AT 44" A.F.F. UNLESS OTHERWISE NOTED. 5. VERIZON SHALL BE RESPONSIBLE FOR ORDERING OF ALL LIGHT FIXTURES. GENERAL CONTRACTOR SHALL COORDINATE ORDERING WITH VERIZON PROJECT MANAGER. ALL FIXTURES SHALL BE INSTALLED BY CONTRACTOR. b. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO AN LEVEL OF NOT LESS THAN ONE FOOT-CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY MEANS OF EGRESS 15 OCCUPIED. 1. FIXTURES DESIGNATED WITH A "R" SHALL BE RELOCATED. NOTIFY ARCHITECT IMMEDIATELY IF EXISTING FIXTURE COUNT DOES NOT MATCH NEW COUNTS SHOWN. 8. FIXTURES DESIGNATED WITH AN "EX" ARE EXISTING TO REMAIN. 1. SEE ELECTRICAL FIXTURE SCHEDULE ON SHEET E2 FOR SPECIFICATIONS. LIGHTING KEY: L1 L2 L3 L4 L5 L6 EX NEN TRACK LIGHTS, REFER TO LIGHTING SCHEDULE FOR SPED. NEW PENDANT LIGHTS, REFER TO LIGHTING SCHEDULE FOR SPEC. RELOCATED EXISTING DOWNLIGHTS AND TIE BACK TO EXISTING CIRCUIT. RELOCATED EXISTING EXIT SIGN NEW MONO POINT LIGHTS, REFER TO LIGHTING SCHEDULE FOR SPEC. RELOCATED TRACK WITH NEW TRACK HEADS RELOCATED EXISTING LIGHT FIXTURE SGHEOULE TAG SYMBOLS MANUF. CATALOG N0. LAMPS TYPE VOLT INPUT WATTS INPUT VA DESCRIPTION CR -31 GR -31 -EM PHILIPS LEDALITE LIGHTING H-3171}11.153- LEDALITE LIGHTING 3622 -17I -ST -L -G -44 -5 -I -I -E 3622 -DI -5T -L -G -44 -5 -5 -I -E GRID RECESSED LED WITH SIG PANEL 2'X2' GRI WITH CURVED ACRYLIC LED PANEL WITH NB (X') JJNO T214H, T4 14, T60114, TBWH NA 120 NA ONE -CIRCUIT WHITE TRACK. SEE PLAN FOR RUN LENGTH. F4A JJNO T83INH SOLAIS LR3OLN/40/30V/1450/WH, 40 DEG BEAM,1450 LUMENS 120 18 20 TRACK MOUNTED LED ACCENT LIGHT, SOLAIS LR3OLN LAMP, 40D BEAM, WHITE FINISH F4A-DH JJNO T832WH SOLAIS LR3OLN/40/30V/1450/WH, 40 DEG BEAM,1450 LUMENS 120 36 F8 GOG0WEB DUAL HEAD MONO POINT MOUNTED ACCENT LIGHT, SOLAIS LR3OLN LAMP, 40D BEAM, WHITE FINISH EXTENSION WAND (WH): T11I2, TWI8, TW24, TNE36 4 TAO DECORATIVE E: BLACK FINISH + FLAT MATE UNDERSHADE. BLACK ELD CUITABLE CORD, 2100K LED. POWER CORD COMES IN 0-10". MAX. Ids" F1 CGY-I2FB-W LED, 2100K 1600 LUMENS 120 24 24 CUSTOM 12" GOODYEAR PENDANT BARN LIGHT: STAINLESS STEEL/ALUMINUM,1600 LUMEN LED IIN 2100K MATT BLACK EXTERIOR AND FLAT WHITE UNDERSHADE E5 -I ENCORE LIGHTING OR ..•.- - I. AL - X/RV1/1/G EXIT SIGN, WHITE FINISH, RED LETTERS. (RE: PLANS FOR QTY. OF CK -UP FOR MIN HM 10 MIN. NOTE: I. ALL LIGHT FIXTURES AND LAMPS ARE TO BE PROVIDED BY GENERAL CONTRACTOR PURCHASED FROM VERIZON' VENDOR COORDINATE WITH VERIZON PROJECT MANAGER. 2. LIGHTING SUPPLIER SHALL BE REQUIRED TO PROVIDE ALL FIXTURE MOUNTING HARDWARE ACCESSORIES (I.E. BRACKETS, CUPS, ETC, MADE BY THE MANUFACTURER) NECESSARY TO INSTALL FIXTURES TO CEILING GRIDS OR FRAMING MEMBERS FOR MOUNTINGS INDICATED IN THE DRAWINGS. 3. PROVIDE A FACTORY INSTALLED MAXIMUM WATTAGE LABEL ON ALL MEDIUM SCREW BASE LIGHT FIXTURES, THAT CORRESPOND TO THE MAXIMJM WATTAGE INDICATED IN THE LIGHT FIXTURE SCHEDULE. THE MARKINGS SHALL BE PERMANENTLY INSTALLED, IN LETTERS AT LEAST 1/41 HIGH, AND SHALL BE LOCATED WHERE VISIBLE DURING RELAMPING. 16' MUD PLATE 16° MUD PLATE (4) DATA JACKS WITCHED (I) DATA JACK MOUNTING BRACKET A (WHITE OR GRAY) FOR FIXTURE: 5-P05 -BLANK OUTLET BOX W/ COVER PLATE AND A PULL SIRING 16" (2) DATA JACKS UNSWITCHED (WHITE OR GRAY) $SCREEN MOUNTING BRACKET B FOR FIXTURE: DR 1'-91/2" 1, 1'-91/22 MOUNTING BRACKET C FOR EQ -01 (MONITOR) MUD PLATE DATA MOUNTING BRACKET D FOR FIXTURES: BPK WITCHED (WHITE OR GRAY) SWITCHED (BROWN - CR5362) MUD PLATE UNSWITCHED (WHITE OR GRAY) SWITCHED (BROWN - CR5362) MUD PLATE (2) DATA JACKS FOR FIXTURE - 4-ETS BLANK OUTLET W/ COVER FOR 4 -XX WITCHED (WHITE OR GRAY) MOUNTING BRACKET E FOR FIXTIES: 4-ET5 4 4 -XX WALL MOUNTING BRACKET DETAILS SCALE: NTS NOTES: I. UNSWITCHED RECEPTACLE AND COVER PLATE SHALL BE WHITE ON WHITE WALL (P -I PAINT) AND GRAY ON GRAY WALL (12-2 PAINT). 2. PROVIDE P -TOUGH LABEL DENOTING "SWITCHED" AND "UNSWITGHED" CIRCUITING OVER CORRESPONDING RECEPTACLES. RECESSED BOX -\--1 ITEM I T 0\ Alal TOTAL W c(..4.1 \ \ 52 W '11 DEMO 60 Lc) o_ �c-11 50 W Q ST 111 DS TRACK HEADS (NC) 5 50 W -150 W DEMO 8" RECESSED DOWN LIGHT (0) 3 r (2) SURFACE MOUNTED DUPLEX RECEPTACLES PROVIDED BY EG. 1/2" COX FIRE RETARDANT PLYWOOD BOX W/ BACK BOARD BY GO CONT. WALL CLEAT PROVIDED BY FIXTURE VENDOR LED DRIVERS PROVIDED BY FIXTURE VENDOR TO BE LOCATED IN THE RECESSED SPADE WALL. FRAMING BEHIND OUTLINE OF BRAND WALL �- FINISHED FLOOR DIAGRAM FOR BRAND WALL SCALE: 3/8" =1'-0" LIGHTING POWER LOAD REMOVED CALCULATION TYPE ITEM QUANTITY W TOTAL W DEMO ARCH LIGHTING WORK (H) 4 52 W -208 W DEMO TRACK HEADS (N) 14 LF Iq 50 W -150 W DEMO TRACK HEADS (NC) 5 50 W -150 W DEMO 8" RECESSED DOWN LIGHT (0) 3 26 W -18 W 4 -XX TOTAL LOAD REMOVED QUAD E -1,35b W NOTE: "DEMO" INDICATES THE EXISTING LIGHTING FIXTURES TO BE DEMOLISHED. "-" INDICATES LOAD REMOVED. LIGHTING POWER LOAD ADDED CALCULATION TYPE ITEM QUANTITY W TOTAL W F4A TRACK HEADS 56 LF I1 18 W 506 W F4 -DH DUAL HEAD MONO POINT 6 22 W 132 W F8 PENDENT LIGHTS 6 24 W 144 W G TOTAL LOAD ADDED YES 2 582 W NOTES: I. REMOVED 11 EXISTING TRACK HEADS AND 28' EXISTING TRACK. TOTAL LOAD REMOVED 15150 WATTS. 2. ADD 11 TRACK HEADS AND 56' TRACK. TOTAL LOAD ADDED 15 306 WATTS. 3. REMOVED 4 EXISTING HANGING LIGHTS. TOTAL LOAD REMOVED 15 208 WATTS. 4. ADD 6 PENDANT LIGHTS. TOTAL LOAD ADDED 15144 WATTS. 5. ADD b MONO POINT LIGHTS. TOTAL LOAD ADDED 15 132 WATTS. (I) 1"0 CONDUIT FOR DATA DATA WIRE, SEE FIXTURE FOYER DIAGRAM FOR DATA WIRE LENGTH REQUIRED FOR EACH FLOOR FIXTURE NOTES: I"0 CONDUITS FOR FOYER q0° FLEX CONNECTOR #12 MG GABLE WHIP, SEE FIXTURE FOYER/DATA -IART FOR POWER WHIP TH AND CONDUCTORS IRED FOR EACH LOOR FIXTURE FLOOR BOX VV COVER PLATE I. CONTRA ALL COORDINATE QUANTITY OF CONDUIT REQUIRED PER WHIP B ON LOCATION, 2. FIXTURE VENDOR SHALL PROVIDE ACCESS REQUIRED TO THE FLOOR JUNCTION BOX PER CODE. THE ACCESS OPENING IN THE BOTTOM OF THE FIXTURES TO BE LARGER THAN THE ACTUAL COVER PLATE. 3. PROVIDE P -TOUGH LABEL DENOTING "SWITCHED" AND "UNSWITGHED" CIRCUITING OVER CORRESPONDING RECEPTACLES FLOOR BOX DETAIL SCALE: NTS OUTLINE OF FIXTURE I" 0,10° FITTING SEE POWER/ DATA CHART FOR DATA FEED REQUIREMENTS. d 1" 0 CONDUIT, TYP. DATA IN POWER IN .JIJNGTION BOX IN FIXTURE SEE FOYER/ DATA CHART FOR FEED AND LENGTH REQUIREMENTS. #12 MC GABLE WHIP, FLOOR SLAB 4 4 ALTERNATIVE OPTION CONDUIT STUB UPS - PROVIDE WATER STOP, TYP. SCALE: 1 1/2" =1'-0" NOTE: THIS DETAIL IS FOR DIAGRAMMATIC PURPOSES ONLY. CHART 1- FIXTURE POWER/DATA REQUIREMENT FIXTURE TAG FLOOR BOX OR POKE-THRJJ WALL OUTLET SWITCHED CIRCUIT UNSWITGHED CIRCUIT DATA COMMENTS TYPE BRACKET DR QUAD B NO YES EQ -0I / QUAD G YE5 YES 2 4 -XX ,/ QUAD E YES YES FUTURE SEE NOTE I 4-ETS _/ QUAD E YES YES 2 5 -POS / QUAD A NO YE5 4 BFK DUPLEX D NO YES I BRAND WALL � - (2) DUPLEXES YES NO NO SEE NOTE 5 4 -XX (FREESTANDING) 2 -GANG OR POKE-THRU YES WHIP: 12' LONG YES WHIP: 4' LONG (2) GABLES LENGTH TBD 5E! NOTES 3 4 4 SPOT 2 -GANG OR POKE-THRU NO WHIP: YES LONG (4)5CABLES, SEE NOTES 3 4 4 AISLE 2-6ANG OR POKE-THRU NO YE5 WHIP: 2' LONG PULL STRING (FUTURE) 5! NOTES 3 4 4 4-P05 2-6ANG OR POKE-THRU NO YES WHIP: 2' LONG (4) GABLES 5' LONG SEE NOTES 3 4 4 COLAB TABLE COLAS BAR 2 -GANG OR POKE-THRU NO YES WHIP: 1' LONG PULL STRING (FUTURE) 5EE NOTES 3 4 4 EXP TABLE 2 -GANG OR POKE-THRU NO YES WHIP: 1' LONG PULL STRING (FUTURE) SEE NOTES 3 4 4 KIDS TABLE 2 -GANG OR POKE-THRU NO YES WHIP: 2' LONG PULL STRING (FUTURE) 5EE NOTES 3 4 4 NOTES: I. POWER/DATA OUTLETS SHALL BE INSTALLED FOR EVERY OTHER 4 -XX FIXTURE, 16" MAX. 2. NO POWER/DATA REQUIRED FOR ALL 2 -XX FIXTURES. 3. CONTRACTOR SHALL COORDINATE WITH FIXTURE VENDOR TO INSTALL REQUIRED RECEPTACLES IN THE PRE-INSTALLED EMPTY OUTLET BOXES LOCATED INSIDE FLOOR MOUNTED FIXTURES. 4. WIRE WHIP + DATA LENGTH SHOWN ABOVE ARE MIN. REQUIREMENTS. 5. REFER TO THE BRAND WALL POWER DIAGRAM FOR RECEPTACLE MOUNTING DETA r ELECTRICAL SYMBOLS: DUPLEX RECEPTACLE QUAD RECEPTACLE FLUSH CEILING MOUNT RECEPTACLE (NWITE) DATA WIRE (CATEGORY 6) REFER TO CHART I FOR DATA REQUIREMENTS FOR EACH FIXTURE TYPE. 2-GAN6 HUBBELL FLOOR BOX WITH FOYER WHIP AND DATA WIRE. JUNCTION BOX DEDICATED POWER 5 SWITCHED CIRCUIT, ROUTE CIRCUIT THROUGH CONTACTOR AND CONTROL VIA EMS IF EXISTING. U UNSWITGHED CIRCUIT CT,# REUSE EXISTING AVAILABLE CIRCUIT # - CIRCUIT NUMBER (ACTUAL CIRCUIT TO BE DETERMINED IN FIELD) LIGHTING SYMBOLS: RECESSED 6" CAN DOWN LIGHT WIRE FOR NIGHT LIGHT. RECESSED 6' CAN DOWN LIGHT TRACK LIGHTING 0 16" 1 PENDANT LIGHT EXIT SIGN SWITCH BAND SINGLE SWITCH ELECTRICAL KEY NOTES: El RECESSED WALL MOUNTED POWER/DATA OUTLETS FOR "DR" FIXTURE, CENTERLINE OF OUTLETS VERTICALLY AT +12" A.F.F. REFER TO ITS POWER/DATA REQUIREMENT IN CHART 1. E2 RECESSED WALL MOUNTED POWER/DATA OUTLETS FOR KICKER MONITOR, CENTERLINE OF OUTLETS VERTICALLY AT +85" A.F.F. REFER TO ITS POWER/DATA REQUIREMENT IN CHART I. E3 RECESSED MOUNTED POWER/DATA OUTLETS FOR "BPK", CENTERLINE OF OUTLETS VERTICALLY AT +q" A.F.F. RCI'LR TO ITS FOYER/DATA REQUIREMENT IN CHART I. E4 RECESSED WALL MOUNTED POWER/DATA OUTLETS FOR WALL "5-P05", CENTERLINE OF OUTLETS VERTICALLY AT +18" A.F.F. REFER TO ITS POWER DATA REQUIREMENT IN CHART I. RECESSED WALL MOUNTED POWER/DATA OUTLETS FOR WALL CASE FIXTURES "4 -XX", CENTERLINE OF OUTLETS VERTICALLY AT +12" A.F.F. REFER TO THEIR POWER/DATA REQUIREMENTS IN CHART 1. 5A - PONER/DATA FOR "4-ETS" FIXTURE SURFACE MOUNT POWER/DATA OUTLETS IN A I4"X20" RECESSED BOX FOR "BRAND WALL", CENTERLINE OF OUTLETS VERTICALLY AT +58" A.F.F. REFER TO THEIR POWER/DATA REQUIREMENTS IN CHART I. B7 HUBBELL PFBRG2 TWO -GANG NON-METALLIC FLOOR BOX TW0-GAN6 FLUSH RECTANGULAR ALUMINUM FLANGE: 5A308411. ALUMINUM COVER PLATE: SA2425, COVER PLATES SHALL BE FLUSH WITH FLOORING. ALUMINUM 40° FLEX CONNECTOR (SCREW INTO 3/49 FOR POWER WHIP. REFER TO CHART I - POWER/DATA REQUIREMENTS FOR FOLLOWING FIXTURES. A - 4-P05 B - AISLE G - COLAS TABLE 4 EXP. TABLE D - SPOT E - FREESTANDING 4 -XX F - KIDS TABLE E8 ROUTE (I)1"0 CONDUIT FOR POWER AND (I)1"0 CONDUIT FOR DATA BELOW FLOOR TO 6" ABOVE SUSPENDED CEILING WITH PULL STRING FOR PHONE/DATA. TRENCHING FLOOR FOR NEW UNDER SLAB CONDUITS AS REQUIRED. 1751 REMOVE EXISTING FLOOR BOX COVER PLATE TO BE REMOVED AND INFILL THE FLOOR BOX. RE-ROUTE THE EXISTING CIRCUIT TO NEW ADJACENT FLOOR BOX, TYP. 10 PROVIDE JJNGTION BOX ABOVE CEILING WITH DEDICATED 20 AMP CIRCUIT. EC TO PROVIDE 12'-0" LONG WHIP PROVIDE DATA WIRING ABOVE CEILING, BANK TO TELCO ROOM [ThEVIEWEDFOR CODE COMPLIANCE APPROVED JUN 2 0 2018 City of Tukwila BUILDING DIVISION 6G IGRUS KEUta I SIC,N PC 294 Morris Avenue Springfield, NJ 07081 Tel: 973.376.441 I Fax: 973.376.8989 www.GruskinGroup.com NJ REG 010D-9869.14 This document and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of GRUSKIN ARCHITECTURE + DESIGN, P.C., and Is not to be used In whole or In part for any other protect without the written authorization of GRUSKIN ARCHITECTURE + DESIGN, P.C. All Rights Reserved © 2017 Gruskin Architecture + Design, P.C. Kenneth A. Gruskbi AIA AL AK AR AZ CA CO CT DC DE FL GA HI IA ID IL IN KS KY LA ME MD MA MI MN MO MS 5421 MT 2537 13167 NC 9961 3811 ND 1666 39209 NE A-3547 C-29898 NH 2796 ARC -400347 NJ Al 09999 9613 NM 004168 ARC100723 NV 5521 0006261 NY 025528-1 NY AR91629 OK a4895 RA011075 OH 13761 AR 11489 OR 4899 05713 PA RA -015432-B AR -984145191-019152 RI PRI 19965 00 AR10400066 SC 68342666 4674 SD 11532 5967 TN 101374 5734 TX 17680 58-0301 ARC 2596 UT 58813 10635 VA 0401 011223 1301052379 TWA 10344 44326 WI 9900-005 A-2005029740 WV 3727 3860 WY C-1967 Professional Seal: Consultant Job Name and Number. 2017-0229 Retail Refixturing Design for VERIZON Job Address: 17100 South Center Pkwy s Tukwila WA 98188 Drawing Title: Architectural Electrical Power Plan Lighting Plan and Details Date Issued For Client. 9-22-17 Landlord. Permit: Bid. 9-22-17 Construction: Revision Issue: No. Date Description ® 3-23-18 Corp Updates RECEIVED CITY OF T U K W I L A MA'( 2 9 2018 PERMIT CENTER Drawing Number. A4 4 OF 5