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HomeMy WebLinkAboutPermit D17-0177 - SAFARI - TENANT IMPROVEMENTSAFARI 2877 SOUTHCENTER MALL D17-0177 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 9202470010 Permit Number: 2877 SOUTHCENTER MALL Project Name: SAFARI Issue Date: Permit Expires On: D17-0177 8/30/2017 2/26/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 GLORIA CHIEN 1420 NW GILMAN BLVD #2343 , ISSAQUAH, WA, 98027 J E M CONSTRUCTION INC Address: 29506 8TH AVE S , ROY, WA, 98580 License No: JEMCOI*033DD Lender: Name: CHI CHIN Address: 7627 118TH AVE SE , NEWCASTLE, WA, 98056 Phone: (206) 335-4199 Phone: (253) 843-2765 Expiration Date: 5/15/2019 DESCRIPTION OF WORK: INTERIOR TI - ALL WORK INTERIOR INCLUDING NEW PARTITIONS, FIXTURES, DOORS, RELITE AND FINISHES Project Valuation: $130,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $3,067.78 Occupancy per IBC: A-3 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: kik 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: Print Name: Date: J 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: 3: 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) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 4: Maintain fire extinguisher coverage throughout. 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 6: 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) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 26: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 19: 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) 20: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***BUILDING PERMIT CONDITIONS*** 28: 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. 29: 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. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: 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. 36: 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). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 39: 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. 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING • 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING 0 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: l)--A-i 7 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 920247-0010 2867 Southcenter Mall, Tukwila, WA 98188 Tenant Name: Safari PROPERTY OWNER Name: Gloria Chien, VIS Designs . Name: Westfield Southcenter City: Issaquah State: WA Zip: 98027 Address: 633 Southcenter Parkway Email: gloriac@vis-designs.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON - person receiving all project communication Name: Gloria Chien, VIS Designs . Address: 1420 NW Gilman Blvd. #2343 City: Issaquah State: WA Zip: 98027 Phone: (206) 335-4199 Fax: Email: gloriac@vis-designs.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 10907 SE 244thStreet City: Kent State: WA Zip: 98030 Phone: (253) 520-6242 Fax: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: HAApplications\Fornts-Applications On Line\201 I Applications\Pennit Application Revised - 8-9-I l.dooc Revised: August 2011 bh Suite Number: 2867 Floor: 2 New Tenant: ® Yes ❑..No ARCHITECT OF RECORD Company Name: Transformations Architecture & Cons Architect Name: David Seely Address: 10907 SE 244thStreet City: Kent State: WA Zip: 98030 Phone: (253) 520-6242 Fax: Email: TACARCHITECT@Q.COM ENGINEER OF RECORD Company Name: Abossein Engineering, LLC Engineer Name: Alex Abossein Address: 2100 112th. Ave NE, Suite#201 City: Bellevue State: WA zip: 98004 Phone: (425) 462-9441 Fax: (425) 462-9451 Email: alex_abossein@abossein.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: k + 1 f!- ,, c 14;4, Address: I/ 4. '712/ ! A V Q SE City: Ai State: iii 4 Zip: 6f v{ ! (� Page 1 of 4 %j BUILDING PERMIT INFORMATIO — 206-431-3670 Valuation of Project (contractor's bid price): $ 301000 •V Describe the scope of work (please provide detailed information): Interior tenant improvement. All work interior, including new partitions, fixtures, doors, relite and finishes. C Existing Building Valuation: $ 189,009,200 Will there be new rack storage? ❑ Yes 0.. 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? ® Yes 0 No If "yes", explain: M to A3 FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm 0 None ® Other (specify) Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes gl 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\Fornta-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 663,727 2nd Floor 241,688 3,817 0 0 IIB A3 3rd Floor 8,440 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? ® Yes 0 No If "yes", explain: M to A3 FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm 0 None ® Other (specify) Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes gl 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\Fornta-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. 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 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...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) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Intel ceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ... Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public '❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised • 8-9-11 clop( Revised: August 2011 bh Page 3 of 4 Q 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 OWNER ORA iORIRI .ZED AGENT: Signature: � Date: o q Z 7/ l Print Name: Chi Chin Day Telephone: (206) 226-6382 Mailing Address: 7627 118TH AVE SE H: AppliationsWor s -Applications On Line \2011 ApplicationsPermit Application Revised - 8-9-11.door Revised: August 2011 bh NEWCASTLE WA 98056 City state Zip Page 4 of 4 -77 Cash Register Receipt Receipt.. Number I City, of Tukwila ,. R12327 DESCRIPTIONS PerrnitTRAK ACCOUNT QUANTITY ,$67.83 5D17-0177 Address: 2877 SOUTHCENTER MALL °f pn: 9202470010 67:83 R' DEVELOPMENT` $67.83 " ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R12327 R000.345.830.00.00 1.00 $67.83 $67.83 Date Paid: Friday, September 15, 2017 Paid By: J E M CONSTRUCTION INC Pay Method: CHECK 15295 Printed: Friday, September 15, 2017 11:04 AM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PAID PermitTRAK $2,289.25 D17-0177 Address: 2877 SOUTHCENTER MALL Apn: 9202470010 $1,896.53 DEVELOPMENT $1,806.43 PERMIT FEE R000.322.100.00.00 0.00 $1,801.93 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $90.10 TECHNOLOGY FEE I R000.322.900.04.00 0.00 $90.10 M17-0096 Address: 2867 SOUTHCENTER MALL Apn: 9202470010 $213.33 MECHANICAL $203.17 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $170.02 TECHNOLOGY FEE $10.16 TECHNOLOGY FEE R000.322.900.04.00 0.00 $10.16 PG17-0080 Address: 2867 SOUTHCENTER MALL Apn: 9202470010 $179.39 PLUMBING $170.85 PERMIT FEE R000.322.100.00.00 0.00 $137.70 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $8.54 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R12230 0.00 $8.54 $2,289.25 Date Paid: Wednesday, August 30, 2017 Paid By: JEM CONSTRUCTION Pay Method: CHECK 15277 Printed: Wednesday, August 30, 2017 9:36 AM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $1,264.75 D17-0177 Address: 2867 SOUTHCENTER MALL Apn: 9202470010 $1,171.25 DEVELOPMENT 0 $1,171.25 PLAN CHECK FEE I R000.345.830.00.00 I 0.00 I $1,171.25 M17-0096 Address: 2867 SOUTHCENTER MALL Apn: 9202470010 $50.79 MECHANICAL $50.79 PLAN CHECK FEE I R000.322.102.00.00 I 0.00 I $50.79 PG17-0080 Address: 2867 SOUTHCENTER MALL Apn: 9202470010 $42.71 PLUMBING $42.71 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11832 R000.322.103.00.00 0.00 $42.71 $1,264.75 Date Paid: Thursday, June 29, 2017 Paid By: RAINIER ACTIVE LLC Pay Method: CHECK 1007 Printed: Thursday, June 29, 2017 1:48 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. P'7-6177 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 754Ffile/•C54-Ar-0043. Type of Inspection: rf i CI II 4- V'"'`' Address: 28(Q7 Sc ilti-ez l R /441a— Date Called: Special Instructions: Date Wanted: a.m. /%`2 /7 p.m. Requester: Phone No: x57 fete -5q2-3 C2Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Ce6A Ti'5—'^ OPotti Etc)4- Inspector: Date: // _./7 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 Dr 1-01,-(7 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: /`-Fitiq i Type of Inspection: BUt LD/Y G- FiNAL Address: (Q7 Sott)TT 'fie M7 -R Ma/— l}1.LSpecial Date Called: Special Instructions: C4 -1...L_ wH; 7y 0 A Si i Date Wanted: // � f7 Ca.h;) p.m. Requester: Phone No: 2.53 'iO(o - 5-1Z 3 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: NM/ Inspector: Date: // / 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 D'7-©t?'7 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: i Type of Inspectiyyon: Address:54-69-R p7Sa) ��%/��f if 111131-1-- Date Called: Special Instructions: Date Wanted: it) "-30 -17 a.m. p.m. Requester: Phone No: -.5-3-6061 23 ['Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1117-0/7 7 92, s/ --_ L 5 Inspector: Date: 7 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 D17-6177, 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: Std-FitRI Type of Inspection: / ' cetL/N.Cy Address: 7 UTt- C M TER ffl - Date Called: Special Instructions: Date Wa ted:a. '0-2-5-17 Requester: Phone No: 253 Ole 560-3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5"v5--p&vo 6671--M-6- Inspector: Date: r, -2,�7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION o 77 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Projec Type of In ection: Address: 2677 S�J77fi.- Date Cal ed: Special Instructions: Date Wan 1?Zj 17 Via. terry Requester: Phone No: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: emuct-- Ai iA Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1r? -CO I \Rf. Project: SA FAai Type of. Inspection: (cArowr 5 tA ( AddLress:: �C �l7( 9 % L Date Called: Special Instructions: Date Wanted: q 7z// `7 a.m: P• Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: CALL- iL Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 vc". Project: Sir=%�4l Type of pection: _Awt,A - Address: Date Called: Special Instructions: Date Want d 22' ! 7 a.m. p.m. Requester: Phone No: Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Inspector: Date: G+, ?lit 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit N A PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Date: ((/ Type of Inspection Address:a...1 Suite #: 2 (OR 5 6. n -t t. -- Contact Person: ' Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: ((/ Sprinklers: Fire Alarm: ,. Hood &Duct: Monitor: Pre -Fire: Permits: -- ~Occupancy Type: f;:-/,* FWV/41.-- 47i/(f( Ceat. Fg- LI14108 —i v E Vel Co ii -t'' Tz _ PE r(, 1 , /'f 7" /_ l' A!v T5 Needs Shift Inspection: Date: ((/ Sprinklers: Fire Alarm: ,. Hood &Duct: Monitor: Pre -Fire: Permits: -- ~Occupancy Type: A Inspector: ...Fpvi 5-4-1- Date: ((/ ,/[9__ Hrs.: 1 I / ` r $100.00 REINSPECTION, FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to'schedule a reinspection. sl Billing Address Attn: Company 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 1)R- —o/ 9— PERMIT PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,i -_ fi Type of Inspection:/ Address: 1,...53(.01,...53(.0f/ Suite #: a $ c.- Contact Person: Special Instructions: Phone No.: Approved per applicable codes: Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: P/g — Ft Iv -'--- /01/07" f C Y k--a--4--rr, - . 4-)00 I l ! 11— 1 `vt c,:Wf S. s 72) ,' )/J /+r/0 1/2-- C--91/6114-6 CJ 1 S}/2i-1,.i 1C4 t ,2--- - 7,\.,.7z-- p k. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ----)i14 �- Date: /11, if Hrs.: 1 ' ' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD, Retain a copy with permit N7- / ?- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Inspection: Address:Contact Suite #: 2Cg i.6 G- al 4s.1... Person,: 7#'42)`-/ Special Instructions: Occupancy Type: Phone No.: *proved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5-4.- Date: ys/2 2�/ -- Hrs.: J r $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 Forrn.Doc 3/14/14 T.F.D. Form F.P. 113 GENERAL NOTES ABBREVIATIONS PROJECT TEAM' I. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS. REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WR RING BOTH THE ARCHITECTQIRAND OWNER OFANY TIN WHOSE TDELIVERY TO THE 517E WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES. PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. ' 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFUCTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN. "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. - 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE. SPECIAL CONDITIONS. NOISY WORK. TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. RELOCATION OF EXISTING EQUIPMENT. CASEWORK, FIXTURES, FITTINGS, ETC.. MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGAT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW LION. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. CENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING. BLOCKING, AND FOR LIGHT FI%TURES, ELECTRICAL FIXTURES. CASEWORK ANO ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. - 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECTS CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. . 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE UST OF ABBREVIATIONSPROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ACT -ACOUSTIC CEILING TILE ADJ -ADJUSTABLE MECH -MECHANICAL MEZZ -MEZZANINE AFF -ABOVE FINISH FLOOR ALT -ALTERNATE MFR -MANUFACTURER ALUM -ALUMINUM MGMT -MANAGEMENT MGR -MANAGER APC -ACOUSTIC PANEL CEILING MIN -MINIMUM APPROX -APPROXIMATE MIRK -MIRRORED ARCH -ARCHITECTURAL AV -AUDIO VISUAL EOUS MISC -MOISTURE REST M.R. -MOISTURE RESISTANT A/v -AUDIO VISUAL M/R -MOISTURE RESISTANT BLDG -BUILDING MTD -MOUNTED BOT -BOTTOM _MET MTL 8/S -BUILDING STANDARD (N) -NEWS CAB -CABINET N -NEW CL -CENTER UNE CLC -CEIUNG N/A -NOT APPUCABLE CUL -CEILING NIC -NOT IN CONTRACT CUL -CLEAR NTS -NOT TO SCALE -ON;,.;a...<+R.,.q...... COL -COLUMN OFF-OFFlCENTER CONC -CONCRETE OPNG -OPENING CONE -CONFERENCE DEMO -DEMOLITION OPP -OPPOSITE MHO -OVERHEAD DEPT -DEPARTMENT P -PAINT DF -DRINKING FOUNTAINDA -DIAMETER P -PARTITION DIFF -DIFFUSER PERF -PERFORATED DIM -DIMENSION PERIM -PERIMETER PERP -PERPENDICULAR DW -DETAIL PLAM -PLASTIC LAMINATE DW -DISHWASHER DWG -DRAWING PLOD -PLYWOOD PNL -PANEL (E) -EXISTING PT -PRESSURE TREATED EE EA -EACH NG PVC -POLYVINYL CHLORIDE OTY -QUANTITY EL -ELEVATOR (R) -RELOCATED ELEC -ELECTRICAL ELEV -ELEVATION R • -RELOCATED E° -EQUAL RA -RETURN AIR EQUIP -EQUIPMENT RCP -REFLECTED CEIUNG PLAN EXT -EXTERIOR REC -RECESSED FA -FIRE ALARM REF -REFRIGERATOR FCIC -FURNISHED BY CONTRACTOR. REV -REVISION OR REVISED INSTALLED BY CONTRACTOR REQ'°-REOUIRED FD -FLOOR DRAIN REOMT -REQUIREMENTS FE -EIRE EXTINGUISHER RFC -REFRIGERATOR FEC -FIRE EXTINGUISHER CABINET RM -ROOM FF -FINISH FLOOR RO -ROUGH OPENING FEE -FINISH FLOOR ELEVATION RTD -RATED FIN -FINISH SCHD -SCHEDULEle FEET/ FLUOR -FLUORESCENT SF -SQUARE FEET FOOT FLR -FLOOR SHT -SHEET FM -FLOOR MOUNTED SIM -SIMILAR FO -FACE OF SM -SURFACE MOUNTED FDIC -FURNISHED BY OWNER. INSTALLED SPEC -SPECIFICATION(S) BY CONTRACTOR SPKR -SPEAKER FR -FIRE RATED/RESISTANT/RETARDENT SPKLR -SPRINKLER FITC -FURNISHED BY TENANT. INSTALLED SO -SQUARE BY CONTRACTOR STD -STANDARD FT -FEET SR. G -STEEL FUER -FURRING STG -STORAGE_ FV -FIELD VERIFY STOR -STORAGE "` G15 -GOOD ONE SIDED STEL -STRUCTURAL, G2S -GOOD TWO SIDED STRUC-STRUCTURALRICAL -GAUGE SYMM -SYMMETRICAL GC -GENERAL CONTRACTOR TBD -TO BE DETERMINEDL. GL -GLASS TEL -TELEPHONE OR TELECOMFRAMING GW8 -GYPSUM WALL BOARD TEMP . -TEMPERED GYP -GYPSUM THK -THICKNESS HC -HANDICAPPED TO -TOP OF HDW -HARDWARE TOS -TOP OF SLAB HM -HOLLOW METAL (STEEL FRAME) TYP -TYPICAL HORZ -HORIZONTAL UNO -UNLESS NOTED OTHERWISE HR -HOURUPS -UNLESS OTHERWISE NOTED HT -HEIGHT UPS -UNINTERRUPTED POWER SUPPLY INCL -INCLUDED OR INCLUDING VCT -VINYL COMPOSITION TILE INFO -INFORMATION VERT -VERTICAL INV -INSULATION W/ -WITH LAV -LAVATORY WC -WATER CLOSET LF -UNEAR FOOT WD -WOOD MAIL -MATERIAL WH -WATER HEATER MAX -MAXIMUM W/I -WITHIN MDF -MEDIUM DENSITY FIBERBOARD WM -WALL MOUNTED W/O -WITHOUT TENANT. QLANDI ORD/BUILDING MANAGEMENT: CHI CHIN WESTFIELD SOUTHCENTER MALL 7627 118 AVE SE 633 SOUTHCENTER PARKWAY NEWCASTLE, WA 98056 633 . WA 98188 TEL 206.226.6382 TEL: (7)847.779.4832. (C)773.372.0565 kin00800holmail.com ATTN: EMILY YEE, TENANT,COORDINATION EYEEOWESTFIELD.COM PRIMARYCC DESIGN TEAM - NT T- PRIMARY CONTACT - VIS DESIGNS 1420 NW GILMAN BLVD. #2343 �s ISSAQUAH, WA 98027 ESt/ie TEL 206.335.4199 Working Drawing Review ATTN: GLORIA CHIEN O Approved GLORIACOVIS-DESIGNS.COM O Approved an NA IN 0 Resubmit TRANSFORMATIONS ARCHITECTURE & ,,,,•„,,,,,,,,.„,,,,,,„,,,,,.,„,.„,„.„,„„,„, ...10 N, CONSULTING .• 0 ._. + +-. PO .e.Cav::. a 10907 SE 244TH STREET sum. T'e in.09 .. ri.ap".:. ' ,.. w.....c�.N•. KENT, WA 98030 o+D•m � �� . • TEL: 253.520.6242 "' /y^�j ATTN: DAVID SEELY v. n//�/� <' 8.14.17 TACARCHITECTOO.COM s, / D VICINITY MAP (NOT TO SCALE) '``""- r - > 7 A _ 9 S�iI r i ... f. m- `.. i 9- s )G l q'A - 1 '.'x \+ '/,.3 _ 4 "- •�' _ .0 ' \ -'r es ...„,,,j,-•10 k , \ - 5 - w� •¢ • ` 1` I - "� ,PAi ,Sc _ I Porro n*„,.. � 7 )� C'..)f . - I I 5^y ®' P4 aOww.w rar•< E �� ` ) X3 '-• o _ - ~‘A,. 8 l • * �, }-;,,N"em ;,,�K '1 • �4 •. TeP.. r• 3 � L SITE " " LOCATION ..,A, O�AIn,e44.mP. £ x I• - - 0 l , �1� •E JE �"' " ' NORTH SITE PLAN (NOT TO SCALE) �`�/ /� 1 _ T R---------."7:------------ II1II I I z � III]� iGA I I�OI . p _20. I f T Tj 4 v - II I r r --A r "•--» I.II 1'1 11111 J I �; 'L j ..--.1 •----L tar f -A t --a �� f I s'---4 IIII -Vim ) i� T �� C ( e -•d J ] ) _ --- -ABBREVIATIONS } •• .. I ;�:---- T -_!tel ` J , .- F fll �•e _ o/._�- p/ CIUJv' DEFINITIONS AND DIMENSIONS SYMBOLS 1 �1f 9-. fr-r I 's - Y. if u [It ii lj ..n�T�TaT� _ T Id c QLdd.S.. �'T ul Ili Q¢ I „JL.. QITT�I�� ., •�+I"-s OJEC7 PRIOR TA J A. DFFINITIONS' ELEVATION REFERENCE SYMBOL: �1 INDICATES FINISHED SURFACES TO ALIGN 1. "TYPICAL" OR •TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. A. DIMENSIONS A DETAIL ID � C D DRAWING TITLE BAR: I ,.0 �.�'l 0 7 - F>--%. 7p ll' `'•l �- '1 - - •(L- �. i•., ti P� 5f` p I = i 1 I IC 11 L DETAIL IDENTIFICATION `- SHEET NO. / DRAWING TITLE B / / SECTION REFERENCE SYMBOL: f 7 CoTITLE _- J �n `�13 �) «>.e 1 r 1 F NORTH -DETAIL ID A 03.--1 a' , r �` I v`- GRAPHICAL SCALE SHED N° FLOOR ELEVATION SYMBOLS: 92•-0• -1'-0" NOMINAL FLOOR DETAIL REFERENCE SYMBOL: 'ori• TENANT SECOND FLOOR SPACE LOCATION (NOT TO SCALE) I. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN .THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB. UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE. CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. B. CT" IN DRAWINGS REFERS TO THE PRIMARY CONTACT ON THE ARCHITECTURAL DESIGN TEAM, VIS DESIGNS. e,^- ELEVATION _.-DETAIL ID HEIGHT (ABOVE/BELOW) E j"�- A.6. 1 BUILDING SPACE / ROOM ID: �� SHEET N0. OFFICE - SPACE NAME r - - - r I //4 if' ' fJ -- 11127 I SPACE NUMBER PARTITION TYPEry GRID LINE SYMBOL DOOR SYMBOL: -1v DIMENSION UNE 1 ,1 W / s,✓ 20.-0- 1,AHN'IIUN --0--; ti ",,r /"N.,'*' .* A'� '�� v�V lJ • I - ,``D, j� sC� 11`'s -. \f 4. DOCUMENT SHEET SYMBOL: I J..,�� (.• r �' v, _ _ _ _/ O p01 R01 KEYED SHEET NOTES COLUMN- o CI GLAZING SYMBOL r I QI REVISION NUMBER L ANGLE AT ALTERNATE NUMBER CENTERLINE FINISH MATERIAL INDICATION �� � L�l,,;s� , �.-A A C) I, ` -� C-�j .. r' _ "- 4:� li` .%•'� �-. •.j ' NORTH I L-'' I - REJECT -LOCATION1\ - ( - ,• MECHANICAL ENGINEER. ABOSSEIN ENGINEERING CORPORATION 2100 112TH AVE NE. SUITE 201 BELLEVUE, WA 98004 TEL: 425.462.9441 ATTN: ALEX ABOSSEIN, PE FIRE PROTECTION ENGINEER - AEGIS ENGINEERING 13024 BEVERLY PARK RD. SUITE 202 MUKILTEO, WA 98275 TEL: 425.745.4700 ATTN: BRIAN THOMPSON. PE FI FCTRICAI ENGINEER' DESIGN -BUILD BY G.C. GENERAL CONTRACTOR: TOD PARCEL (Sc LEGAL DESCRIPTION PARCEL No.: 920247-0010 LEGAL DESCRIPTION: WEA SOUIHCENIER LLC BSP PER BSP REC VOL 256 PCS 1-9 WHICH REPLACES RSP REC VOL 249 PCS 77-84 (MA PARCEL A TUKWILA BSP ILI0-032 REC #20101021000765) CODE SUMMARY PROJECT ADDRESS (PER CITY OF TUKWILA PERMIT RECORD). SAFARI WESTFIELD SOUTHCENTER MALL 2600 SOUTHCENTER MALL TENANT SPACE #2867 (SECOND FLOOR) TUKWILA, WA 98188 REFERENCE CODES: 2015 IBC, WAC 51-50 AMENDMENTS 2015 IRC 2015 IMC, WAC 51-52 AMENDMENTS 2015 IFC, WAC 51-54A 2015 IEBC 2015 UPC. WAC 51-56 & 51-57 2014 NEC 2015 NFGC (NFPA 54) WAG 51-52 AMENDMENTS 2015 IECC, WAC 51-11C & 51-T1R ICC/ANSI 117.1-2009 CURRENT NEPA SITE AREA: 31.13 ACRES, MORE OR LESS (1,355,919 SF) DROSS BUILDING AREA. 553.580 SF TYPE OF CONSTRUCTION TYPE IIB, UNPROTECTED NON-COMBUSTIBLE EXISTING PARKING PARKING SPACES PROVIDED TOTAL: 6.975 (NO CHANGE FOR THIS PROJECT) PARKING RATIO (PER 1000 SF OF GLA) ACCESSIBLE PARKING REQUIRED: 20+1 FOR EVERY 100 OVER 1000 SPACES: 80 b ACCESSIBLE PARKING PROVIDED (INCL. VAN ACCESS.): 94 RE '12a f kir PROJECT: WESTFIELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 V's. Designs 1420 NW Gilman Blvd, #2343 Issaquah, WA 98027 wwwvis-desigm.wm 0 2017 4. ,.p,RArttge A NteiNctuA ,cp.rt, Nous resw.ee CONSTRUCTION N'ORl SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL Br THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT. FINISH SELECTIONS. SCOPE OF WORK. AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS. USE OF THE SPACE. FURNISHINGS. AND TENANT EQUIPMENT ANO FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRICTOR. AUTHORIZED DV THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS. SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BT BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT, 1`_ • a profess.. sea. . OCCUPANCY GROUP. PRIMARY MALL OCCI (PREVIOUSLY DESIG INCIDENTAL OCCUP PREVIOUS T.1. USE: PROPOSED T.I. US TOTAL APPROXIMATE SIJ APPROXIMATE AREA OFI IPANCYI1I"V,I ET ED FOR =fleaAJ.po.rMANCE GROUP M R.IiPPROVED GROUP A-3 ONSTRUCT 3 Q) E 220 1 1 FIRE RESISTIVE SYSTEM SPRINKety�R NEPA 13 QUICK R:.." 'e •f HEADS FIRE RESISTIVE CONST CTION: SHAFT ENCLOSE ES: NO -C_I 86G EXIT STAIR ENC SURES: NbJ1 CORRIDORS: NO HANCE } BUILDING DIVISIQ N PROJECT DESCRIPTIO- NON-STRUCTURAL INTERIOR TENANT IME6RQVEMENT. NEW PARTITI O FINISHES. .f` ..".• ` `� Eof Tukwiias 6388 • REGISTERED RC I CT L . -4 - CITY OF TUKWILA_ AUG 3 0 tei ?EiRMIT CES] w Pwiec. 'N: 1700E tLi DRAVVI�N'G,GINDEX ;• C''R VISION N0,3 N CI O,,INI�11 O 0• V"' i • • • • • • •I• • • •I Cl' COVER SHEET / PROJECT INFORMATION w •I' G2 r CODE SHEET/LANDLORD'S NOTES [_" / •I.1• • •I•I G3 - PROJECT NOTES .11000.30 I• [ARCHITECTURAL • • • •I• • • A2.1 DEMOLITION PLAN / FLOOR PLAN • • • • • • A4.1 REFLECTED CEILING PLAN / POWER & LIIUk1(,PLAN • • • • • • CEILING DETAILS • • • •I•I• A5.1 RESTROOM PLAN & DETAILS • • • • •I• FIXTURE MOUNTING HT. / FIXTURE SCHEDULE • • • • • • • A9.1 FINISH PLAN/SPECIFICATIONS/FLOOR TRANSITION DETAILS • • • • • • • A10.1 ENLARGED PLAN / INTERIOR ELEVATIONS • • •I• •I• A11.1 MILLWORK DETAILS / FINISH DETAILS • I.1• • Al2.1 DOOR & REUTE TYPES & DETAILS / HARDWARE GROUP ' •I.I Al2.2 WALL TYPES & SECTIONS / FRAMING DETAILS • • • • • I• !MECHANICAL I M1.0 FLOOR PLAN - HVAC I M2.0 SPECIFICATIONS - HVAC i.yr4 we. DeuApdirg 'L LL TENANT REVIEW'•` PERMIT'SET •h"06.26.1 A A e CITY sit. LAMENTS RENIS sN 57.20.17 ADDENDUM ice: 97.25.I7 ADDENDUM tib8.I0.I U ijp.n T0 GC ra,"�.e:. *Bgs. GC's''.. C COVERIEET g'• tr PROJECT INFORMATION 4t CJ LI" .r Lei tt. t� .7-"" ,. aNt.S pial W,.:9 I.�Ps !6"-5�ae amll,ee OTTA; A rwcw Lai LL L 1cr L.€l 3^'a E5 0 w O W to .c c 0 r_ 0. L1 Q i w Vtgls: Permit No. 11 12 ce -5 o a c .st c cn 2 0 E 0 c U c O 0 0 0 Q (E) MALL CONCOURSE (LI MALL CONCOURSE - I Ly DI (E) TILE TO BE REMOVED (E) CARPET TO BE REMOVED (3) LOCATIONS ON FLOOR aJ -A \\ ON FLOOR 1� PLAY AREA HALL 107 (N) RESTROOM (E) HALLWAY (E) HALLWAY IOU O DEMOLITION PLAN 6 12 I/8" = 1 -0 NORTH RESTROOM 1104 ELEC CLOSET IOU I FLOOR PLAN IS 24' I/O' = 1'-0" NORTH NOTE TO GENERAL CONTRACTOR: Q 1. THE INSTALLATION OF PLAY STRUCTURE (BY OTHERS) IS SCHEDULED TO BEGIN ON THE SECOND WEEK OF SEPTEMBER. GC TO COORDINATE WITH TENANT FOR SCHEDULED PLAY STRUCTURE INSTALLATION START DATE. 2. GC TO COMPLETE ALL DEMOLITION WORK AND TO FINISH FLOOR PATCH, REPAIR AND PREPARATION IN CHECK-IN #100 AND PLAY AREA /101 BEFORE SCHEDULED PLAY STRUCTURE INSTALLATION START DATE. 3. WALL PAINTING IN PLAY AREA #101 TO BE COMPLETED BEFORE SCHEDULED PLAY STRUCTURE INSTALLATION START DATE. ©PLAY STRUCTURE BY OTHERS - PERSPECTIVE VIEW LOOKING FROM THE NORTH-EAST TOWARDS SOUTH-WEST N T.S GENERAL NOTES LEGEND I. REFER TO FLOOR PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. REMOVE ALL FLOOR AND WALL FINISHES (EXCLUDE GWB) THROUGHOUT SUITE. 3. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, VON. 4. REMOVE ALL ABANDONED SCREWS, NAILS, ANCHORS, ETC. FROM EXISTING PARTITIONS THROUGHOUT SUITE. 5. REMOVE ALL UNEVEN BUMPS ON PARTITIONS AND FLOOR TO FLUSH WITH ADJACENT SURFACES THROUGHOUT SUITE. 6. REFER TO KEYED NOTES FOR CONSTRUCTION REQUIREMENTS. 7. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. B. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 9. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS. TAPE & SAND SMOOTH FOR NEW FINISH. 10. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 11. ALL WOOD USED IN INTERIOR FRAMING 15 TO BE FIRE-REEARDENT TREATED WOOD. 12. NEW PARTITIONS ARE TO 8E FLOOR TO CEILING PARTITIONS, VON. SEE FRAMING DETAIL SHEETS FOR MORE INFORMATION. 13. DOORS ANO CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4' FROM ADJACENT WALL OR MATCH EXISTING SURE STANDARD. 14. PATCH, REPAIR AND PREPARE EXISTING FLOOR TO BE LEVELED TO' RECEIVE NEW FINISHES AS SCHEDULED THROUGHOUT SURE. 15. PATCH, REPAIR AND PREPARE EXISTING PARTITIONS TO FLUSH WITH ADJACENT SURFACE AND TO RECEIVE NEW FINISHES AS SCHEDULED. 16. WHERE PENETRATIONS OCCUR IN GWB AS A RESULT OF REMOVAL OF SCREW/NAILS/ANHOR/OUTLETS, ETC., PATCH, FLUSH WITH ADJACENT CONSTRUCTION AND PREP TO RECEIVE NEW FINISHES AS SCHEDULED. 17. IF EXISTING FLOOR IS POST TENSION CONSTRUCTION OR PRESTRESSED HOLLOW CORE CONCRETE. SCAN FLOOR BEFORE ANY PENETRATIONS. GC. TO VERIFY AND COORDINATE WITH BUILDING MANAGEMENT. ISEE C/Al2.2 FOR ANCHOR BRACKET/BLOCKING DETAIL. 18. LIFE SAFFTY SYSTEMS: EXISTING BUILDING IS TYPE IIB, NON -PROTECTED BUILDING REQUIRING NON-COMBUSTIBLE CONSTRUCTION. COMBUSTIBLE BLOCKING AND MINOR USES CAN BE DONE PER IBC 2010 603. ALL FLOOR PENETRATIONS SHALL BE SEALED WITH 3M RATED RAE BARRIER SEALANT CP 25WB+, INTUMESCENT RRESTOP SEALANT, PER ASTM E 814 (UL1479), PER MANUFACTURER INSTALLATION GUIDELINES. 19. EXISTING SPRINKLER AND FIRE ALARM SYSTEMS TO REMAIN AS REQUIRED. GENERAL CONTRACTOR SHALL OBTAIN WESTFIELD MALL'S TENANT CONSTRUCTION MANUAL AND UTIUZE WESTFIELD'S SPRINKLER SUBCONTRACTOR. TO MODIFY THE SPRINKLER SYSTEM. ALSO VERIFY IF WESTFIELD'S FIRE ALARM SUBCONTRACTOR SHALL BE USED TO MODIFY THE FIRE ALARM SYSTEM. 20. RELOCATE COSTING SPRINKLER HEADS AS REQUIRED TO ACCOMMODATE NEW FLOOR LAYOUT. GENERAL CONTRACTOR SHALL VERIFY EXACT CLEARANCE FROM TOP OF RAY STRUCTURE TO SPRINKLER HEADS. PROJECT WILL BE DESIGN -BUILD BY FIRE SPRINKLER SUBCONTRACTOR PERFORMING THE WORK. 21. RELOCATE SMOKER DETECTORS. FIRE ALARMS AND ALL OTHER UFE SAFETY DEVICES AS REQUIRED TO ACCOMMODATE NEW FLOOR LAYOUT. PROJECT WILL BE DESIGN -BUIL) BY FIRE ALARM SUBCONTRACTOR PERFORMING THE WORK. 22. MECHANICAL (HVAC) WILL BE SUBMITTED UNDER SEPARATE PERMIT DESIGNED BY A MECHANICAL ENGINEER. PROJECT PLANS TO UTIUZE EXISTING SUPPLY AND RETURN DIFFUSERS AND ADD A FEW MORE AS NEEDED UTIUZING EXISTING HVAC SYSTEM THAT CURRENTLY SERVE THE TENANT SPACE. GC TO VERIFY THE EXISTING HVAC SYSTEM WITH WESTFIELD MALL MANAGEMENT OFFICE. 23. ELECTRICAL WILL BE DESIGNED AND BUILT BY UCENSED ELECTRICIAN AND SUBMITTED UNDER SEPARATE PERMIT. CC/UCENSED ELECTRICIAN TO SUBMIT DRAWING PACKAGE TO ARCHITECT/DESIGNER FOR REVIEW PRIOR TO INSTALLATION. 24. PLUMBING WILL BE SUBMITTED UNDER SEPARATE PERMIT. 25, MECHANICAL AND PLUMBING ENGINEERS TO SUBMIT DRAWING PACKAGES TO ARCHITECT/DESIGNER FOR REVIEW PRIOR TO INSTALLATION. C = _ EXISTING CONSTRUCTION TO BE REMOVED EXISTING STUDS. CONDUITS, J -BOXES, BRACKETS, BLOCKING, PERFORATED BOARD, ETC. TO BE REMOVED. OS i a d h EXISTING DEVICES TO BE REMOVED. WHERE REMOVED DEVICES OCCUR ON WALLS SCHEDULED 1• �T ll !i TO REMAIN, PATCH WITH GW8 FLUSH WITH ADJACENT CONSTRUCTION AND PREP TO RECEIVE NEW PAINT FINISH. EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION TO EXISTING APC, SEE K/Al2.2 (SIM) Il NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION, SEE DETAIL H/Al2.1 AND M/Al2.1 I I NEW INSULATED 6' METAL STUD CONSTRUCTION TO EXISTING APC. SEE DETAIL L/Al2.2 NEW UNINSULATED PARTITION TO 6' ABOVE ACOUSTICAL CEIUNG AT ELEC. CLOSET #105. SEE KEYED NOTE AND DETAIL M/Al2.2 GLASS W/ FRAME 26E66 NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS (WHERE OCCURS) EXISTING WALL MOUNT FIRE EXTINGUISHER TO REMAIN. RELOCATED WALL MOUNT FIRE EXTINGUISHER - - - - WESTFIELD SOUTHCENTER MALL TENANT LEASE OUTUNE. KEYED SHEET NOTES PRICING ALTERNATES A SEE SHEET A9.1 FOR ALL ALTERNATE ITEMS (E) COLUMN, TTP. 11111111 O PLAY STRUCTURE BY OTHERS - WEST ELEVATION N.T.S. 9.84' s �- (E) CEILING AT 12'-6" AFF PLAY STRUCTURE BY OTHERS FENCED PLAY AREA FOR TODDLERS BY OTHERS FT 46'-1 LOD LEASE OUTLINE DRAWING. �.A 4 4 DEMO DOOR FRAME AND HARDWARE. GC TO VERIFY WITH BUILDING MANAGEMENT FOR STORAGE. D02 REMOVE PORTION OF EXISTING PARTITION. SE FLOOR PLAN AND ELEVATIONS FOR DETAIL.Qs 0 REMOVE EXISTING POWER/DATA OUTLETS. D0) REMOVE EXISTING EXPOSED METAL STUDS, RUNNERS, TRACKS. ELECTRICAL CONDUITS, J -BOXES AND ASSOCIATED ITEMS. • REMOVE ALL ABANDONED EXISTING WALL BRACKETS, EXPOSED WOOD BLOCKING, PERFORATED BOARD, ETC. FROM EXISTING PARTITIONS. 0 REMOVE EXISTING GRAB BARS. GC TO VERIFY WITH PROPERTY MANAGEMENT FOR STORAGE. 0 EXISTING TRANSFORMER TO REMAIN. O EXISTING ELECTRICAL PANEL TO REMAIN. D09 EXISTING FIRE EXTINGUISHER TO BE RELOCATED. 10 REMOVE (E) FRP ON WALLS IN THIS ROOM. (E) CASEWORK TO BE REMOVED. O REMOVE ALL FLOOR AND WALL FINISHES (EXCLUDE GWB) THROUGHOUT SUITE. AO (E) OUTLETS TO REMAIN AS MUCH AS POSSIBLE AS INDICATED ON PLAN. REPAIR DAMAGED GWB PARTITION TO FLUSH WITH ADJACENT SURFACE FINISHES. NOT USED ELEC CLOSET NEW UNINSULATED PARTITION. SEE DETAIL M/Al2.2. D PREPARE TO RECEIVE NEW Safare. PROJECT: WESTFIELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 Vis Designs 1420 NW Gilman Blvd., #2343 Issaquah WA 98027 ewovv¢Cesigns.cvm 1.017 all .p aauct,on a ,ntee.clup p vAv ty xgntz rez_r,<a Westfield Working Drawing Review 0 Approved 0 Approved as Noted 0 Resubmit Thea drmvege gave Wen Porte (or pasta! msgn rant only. All xbeal add c>nefaionz arervgciad to as walled by the Taunts AecMecl ardor CamraOa. Tenant is xnEmle Ax conplyrM,RX a6 set Iepdo4ms itl<agy6ryhc4 PS stamped :at Owen. adASae Ted Ca tKY OAaex aevroe 8.14.17 Date Proiesz.onol ger, 6388 REGISTERED ARC JECT� David Randall Seely STATEIOF WASHI ON ®ra ' ' F04 CHILDREN'S C/A2ALAY STRUCr PLAY STRUCTURE. RIDES AND FENCE BY OTHERS. TOP OF MAIN STRUCTURE 9.84 FEET. RECE°IV D CH NEW ADA COMPLIANT SINK (DESIGNED FOR PARALLEL APPROACH): CITY OF T U K W I L A PROVIDE ELKAY GOURMET 18 GA., 8-1/2' DEEP SINGLE BOWL SINK. MODEL LR2522 AND MOEN LEVEL SINGLE HANDLE HIGH ARC FAUCET 7594CSL CLASSIC STAINLESS OR APPROVED EQUAL. GWB SOFFIT. OPENING HT TO BE 8'-5" +/- AND FV TO MATCH (E) GWB SOFFIT ON EAST SIDE OF NEW PARTY ROOM ABOVE DOOR /106. SEE ELEVATIONS AND HEADER DETAIL E/Al2.2 AUG 3 0 2017 PROVIDE TUBE STEEL INTERMEDIATE AND END SUPPORTS. SEE ENLARGED PLAN, ELEVATIONS AND PERMIT CENTER SECTION. FOB RLL IN OPENING AT (E) PARTITION ABOVE NEW DOOR /1028 AS A RESULT OF LOWERING DOOR HT. GC TO VERIFY LEASE OUTLINE DIMENSIONS. IF ANY FIELD DISCPRENACIES, NOTIFY LANDLORD PROJECT GER. AO GC TO REPAIR ALL DAMAGES ON CONCRETE SUB FLO TO INSTALLATION OF WATERPROOFING MEMBRANE IN THE INTEGRITY OF WATERPROOFING PERFORMANCE IN US SEE LANDLORD'S NOTES AND PLAN ON SHEET G2 NEW ADA COMPLIANT DRINKING FOUNTAINS: PROVIDE ELKAY BI -LEVEL WATER COOLER/DRINKING RU' No: 17004 no. Description Dote et CORING GC TO LOCATE THE HOLES ON A FLOOR PLA a ® PLAN TO LANDLORD AND BASE BUILDING STRUCTURAL SCAN PRIOR TO CORING AND COORDINATE WITH TENAN GC TO VERIFY NEUTRAL PIER CONDITION PER F/A2.I AND LANDLORD PRIOR TO ANY MODIFICATIONS. LI2YDLOE NIoe0al FINS". -T NSORK CU; D.a' a :SDLP • IA APPROVED NTAINS, VERSATILE. MODEL /EZSTLBLC WITH EXACT GINEER FOR �BNID R Ai{�SUZ. A . 0 BELOW. D REPORT ANY DISCREPANCIES TO DESIGNER CONTRACTOR TO VERIFY ALL DIMENSIONS W: THE LOO IF ANY DISCREI'ENCIE' ARISE. CONTRACTOR FNS 24 HOURS TO INFORFI LANDLORD, NO PROJECTIONS BEYOND THE EASE. IRE 4ACE 9 NORTH ® LEASE OUTLONE DRAWING M1I.TS. AY'Py 114E r Ii U LEASE memo II EAACUNE Vl RE M#BRNASD MUM REVEALS" T91AKM0 EXPOSED ; AFASTENERS Mk/ I RLL/TENANT REVIEW 06.26.17 PERMIT SET 06.26.17 NC1 REVISION/BID SET 07.13.17 23. CITY COMMENTS 07.13.17 , REVISION 07.20.17 /Vr /'; ADDENDUM 07.25.17 A ADDEN0U 08.10.17 (..ity of Tukwi a tI>G DIVIION DEMOLITION PLAN FLOOR PLAN X,,,e.ea oy: GC OJACENT ED TYPICAL NEUTRAL PIER A, NTS. Original nor A2.1 A .z 2a a 36'. Yale mliliez according, If rNue.. '11bIgIN/+44/GFIAS ALANDLORD'S NOTES: ALL EMERGENCY AND EXIT LIGHTING IN FRONT OF HOUSE MUST HAVE RECESSED BASE - NO SURFACE MOUNTED CUT SHEETS OF ALL UGHTING FIXTURES IN FRONT OF HOUSE MUST BE SUBMITTED TO LANDLORD FOR APPROVAL IF USED - SPEAKERS SHOULD BE RECESSED - NOT SURFACE MOUNTED IF USED - NO FREESTANDING L'AM ERAS WILL BE ALLOWED IN THE SALES AREA - MUST BE RECESSED INTO WALL. ETC h(E)39/- 10" (E) MALL CONCOURSE - I h(E)2g0 VV J ate— a NIIk a h(E)f l2' o a CHECK-IN Oa V 1001 1 1 \N I 'AY►a n III AAU l) 101 (E f 2ry -O QS .0 (N) RESTI'OOM I I03I -a(••• (E)±12 -6" NI e1 ® !Mfl1 �i(ii 51P' nep, (ROOM 5 IPI) PESTROO 03 (E) MALL CONCOURSE N/+132 CHECK-IN DOG t!! 1 PLAY AREA 101 11110.1 I,-ik@N 1,- 1.t1N/UC/GR PARTY 8OOM 11021 1:311 (E) HALLWAY 1106 (E) ELEC RESTROOM CLOSET 1104 f-- I 105 iI cpREFLECTED CEILING PLAN 6�' 2 12 GA BRACING WIRE WITH MIN. 4 TIGHT TURNS IN I 1/2" BOTH ENDS OF WIRE-TYP. 1/8" = I'-0" 12 GA. VERTICAL HANGER WIRE W 4'-0' EACH WAY WITH MIN. 3 TIGHT TURNS IN 11/2" BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT RTH CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CCROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH I80 SECTION 1621 MINIMUM STANDARD PER SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH CITY OFFICIALS. O APC SEISMIC SUSPENSION DETAIL N.T.S. (E RESTROOM 1104 j— ELEC CLOSET 05 POWER AND DATA PLAN PARTITION AS SCHEDULED 4 24' = N t3]Thi DIAGONAL BRACE TO STRUCTURE ABOVE , (E) CEIUNG WHEN OCCURS HANGER WIRE rMAIN RUNNER T -BAR A TWO ADJACENT FREE ENDS NOMM UIUIH1L1111111111111 W IMI" ACOUSTICAL PANEL CLG WALL ANGLE 'SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC WALL CONNECTION AT FREE END I?' 3" 6" CEILING LEGEND - LIGHTING WALL MOUNTED DEVICES SYMBOL DESCRIPTION/SPEC 0 EXISTING RECESSED CAN UGHT SYMBOL TO REMAIN. DESCRIPTION I/I EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. N N = NEW NEW RECESSED CAN LIGHT. SPEC: TO MATCH EXISTINGABR APPROVED EQUAL /I \ EXISTING DEVICES TO REMAIN (-i EXISTING THERMOSTAT LOCATION - SHOWN FOR REFERENCE ONLY. NOT DESIGN INTENT T — Ti J EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING SPRINKLER FOR REFERENCE ONLY, NOT FOR DESIGN INTENT. 0:N/I NEW DUPLEX OUTLET (WHERE INDICATED, 1f DENOTES MOUNTING HEIGHT IN INCHES) iN/a NEW QUADRUPLE% OUTLET (WHERE INDICATED, 9 DENOTES MOUNTING HEIGHT IN INCHES) SC EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. EXISTING SPEAKER FOR REFERENCE ONLY, NOT FOR DESIGN INTENT. lagN/(t NEW DEDICATED DUPLEX OUTLET (WHERE INDICATED. DENOTES MOUNTING HEIGHT IN INCHES) 'CONFIRM ANY SPECIALTY OUTLET CONFIGURATIONS BE NEMA) WITH TENANT NEW GAB CEIUNG BELOW (E) APC EXISTING HVAC FOR REFERENCE N/I ONLY, NOT FOR DESIGN INTENT. I" NEW VOICE & DATA COMBINATION OUTLET (WHERE INDICATED. DENOTES MOUNTING HDGHT IN INCHES) CEILING LEGEND - CONTROLS Foal/I NEW JUNCTION BOX IN WALL FOR POWER CONNECTION TO STOREFRONT SIGNAGE ABV ENTRANCE DOORS SYMBOL DESCRIPTION 1-4N/ /N NEW SPECIALTY OUTLET (WHERE INDICATED, $ DENOTES MOUNTING HEIGHT IN INCHES) 'CONFIRM VOLTAGE AND ANY SPECIALTY OUTLET CONFIGURATIONS (I.E. NEMA) NH TENANT CHR(WHERECH LOCATION TO REMAIN LETTER DESIGNATES FLOOR MOUNTED DEVICES SGWITCHING - MODIFY COSTING CIRCUITRY AS NECESSARY) MEN/a, b,c.0... NEW SWITCH LOCATION (WHERE INDICATED. LOWER CASE LETTER DESIGNATES SWITCHING CIRCUIT) SNA 1 NEW FLUSH MOUNT FLOOR DUPLEX OUTLET - COORDINATE EXACT LOCATION WITH TENANT AND TENANT'S EQUIPMENT VENDOR. FLOOR DEVICE SHALL BE AN ALL -IN -ONE POKE THROUGH DEVICE. GENERAL SHEET NOTES MISC. NOTATION I. REFER TO KEYED NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF UGHT FIXTURES. REFER TO DESIGN -BUILD ELECTRICAL DRAWINGS AND DESIGN -BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEIUNG PLAN DESIGN. 3. UGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN -BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. ALL DEVICES AND COVER PLATES TO MATCH SUITE STANDARD COLOR. DENOTES A NEW DEVICE DENOTES DEVICE OR EQUIPMENT ABOVE CEILING UC DENOTES UNDER COUNTER GR DENOTES GROUND FAULT INTERRUPT CIRCUIT KEYED SHEET NOTES EXISTING APC TILE AND GRID AT 212-6" AFF TO REMAIN. 6. EXISTING UGHTING TO REMAIN THROUGHOUT WITH MINOR MODIFICATIONS TO ACCOMMODATE NEW ROOM LAYOUT. AON IN ® REMOVE (E) ACOUSTICAL TILE AND GRID IN ELEC CLOSET. KEYED NOTES. CONTRACTOR TO REPLACE AR( DAMAGED UGHT FIXTURES AND RE -LAMP UGHT FIXTURES AS NECESSARY TO MAINTAIN CONSISTENT LAMP TEMPERATURE TO MATCH BUILDING STANDARD AND CLEAN ALL FIXTURE 03 (E) ACCESS PANEL ON CEILING. LENSES THROUGHOUT. 7. LOCATIONS OF ALL UGHT FIXTURES, SPRINKLER HEADS, HVAC DIFFUSERS AND RETURNS, ALARMS, SMOKE DETECTORS AND OTHER CEIUNG DEVICES AND COMPONENTS SHOWN ON REFLECTED CEIUNG PLAN ARE FOR REFERENCE ONLY. ENGINEERS AND GC TO FIELD VERIFY BEFORE DESIGNING AND CONSTRUCTION. RELOCATE/MODIFY SPRINKLER PIPES AND HEADS, MECHANICAL DUCTWORK AND ALL CEIUNG DEVICES, SUCH AS FIRE ALARMS. FIRE STROBES AND SPEAKER WHERE CONFLICT WITH NEW UGHT LAYOUT AND NEW WALLS/PARTITIONS. B. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 9. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 10. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO AS DESIGNS FOR ALL FIXTURES DESIGNATED AS NEW. I1. ALL ELECTRICAL. MECHANICAL AND PLUMBING DRAWINGS ARE UNDER SEPARATE PERMIT AND PREPARED BY OTHERS. 12. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 13. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. ALL DEVICES AND COVER PLATES TO MATCH BUILDING STANDARD COLOR. 14. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANT'S FURNITURE VENDOR. 15. GC TO VERIFY IF EXISTING APC CONSTRUCTION MEETS CURRENT CODE REQUIREMENTS FOR SEISMIC BRACING AND OTHER SAFETY CONCERNS AND UPGRADE IF NOT ALREADY MET. GC TO COORDINATE WITH BLDG MGMT. ACD (E) CEILING AND SOFFIT AT ENTRANCE AREA TO REMAIN 2 EXISTING CEIUNG GRID AND TILES TO DAMAGED SECTIONS OF GRID 'R6NBRT9IF REPLACE UP TO 46-A4-1421A-E&NBRi61F AND OF EXISTING ANY SOILED, STAINED, OR DAMAGED CEIUNG TILES RANGE TILES FOR UNIFORM APPEARANCE IN EACH ROOM. ILLUMINATED SIGN CONTROLLED BY TENANT'S TIME CLOCK AND ILLUMINATED DURING GENERAL OPERATING HOURS AS DEFINED BY THE LANDLORD. GC TO COORDINATE AND VERIFY WITH SIGNAGE MANUFACTURER FOR REQUIREMENTS. SEE ELEVATION. ® RUN PHONE AND DATA CONNECTION FROM MID SECTION OF EAST DEMISING WALL THROUGH SPACE ABOVE COLING AND FURRED OUT COLUMN. PROVIDE CONDUITS FROM COLUMN TO SPACE UNDER NEW COUNTER. GC TO COORDINATE WITH TENANT FOR EXACT LOCATIONS. ® DRINKING FOUNTAIN POWER REQUIREMENTS AND MOUNTING HEIGHT PER MANUFACTURER SPECIFICATION. ®GC TO CONFIRM IF THIS OUTLET IS GFI AND WORKING PROPERLY. REPLACE WITH NEW GR DUPLEX IF NOT ALREADY EXISTING OR WORKING. OS OPERATING SWITCH FOR PLAY EQUIPMENT (PALM TREE). RUN POWER CONNECTION FROM EQUIPMENT VIA FLOOR CORE TO (E) FURRED OUT WALL GC TO COORDINATE WITH TENANT FOR POWER REQUIREMENTS. FLOOR CORE FOR PLAY EQUIPMENT (PALM TREE). GC TO COORDINATE WITH TENANT FOR POWER REQUIREMENTS. 5 P5 OPERATING SWITCH FOR PLAY EQUIPMENT: CONNECT SWITCH TO ADJACENT POWER OUTLET OR EQUIPMENT. GC TO COORDINATE WITH TENANT FOR REQUIREMENTS. EQUIPMENT LIST ALANDLORD'S NOTES FOR HVAC WORK 1. THIS SUPERSEDES ANY AND ALL NOTES ON PLANS IN 2. GC TO REPAIR ANY EKISTING DUCTWORK REFERENCE TO LANDLORDS v/ORK- NOTWITHSTANDING THAT IS DAMAGED OR BROKEN WITHIN THE ANYTHING TO TTTE CONTRARY WITHIN THESE PLAINS AND SPACE OTHERWISE SET FORTH IN THE EXECUTED LEASE. THE TENANT ACCEPTS THE LEASE PREMISES AND ALL M/AC. ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS 'AS IS. AND THERE IS NO LANDLORD WORK. AW REFRIGERATOR - TENANT PROVIDED, CONTRACTOR INSTALLED 02 NEW ELECTRIC TANK -STYLE HOT WATER HEATER WITH METAL DRIP PAN (BY G.C.). SEE PLUMBING DRAWINGS FOR SPEC. DIAGONAL BRACE TO STRUCTURE ABOVE HANGER WIRE MAIN RUNNER T -BAR A TWO ADJACENT FREE ENDS ACOUSTICAL PA EL CLG WALL ANGLE PARTITION AS SCHEDULED L (E) CEILING WHEN OCCURS 'SEE APC SEISMIC GRID SUSPENSION SYSTEM DAGRAM FOR MORE INFO. APC WALL CONNECTION AT FIXED END 6" /7 1/2 GD SPACING MAX / ttP. TOOBRACE WIRES 3 io 4 ■YAW=N■ rNYNN/INIr lNNNN=1Nr 1N•■NiNi111 71=mmomeramNNrN■NN`== NNNiiI PLAN FREE SIDES RESTING ON 2" CLOSURE ANGLE ADDITIONAL CROSS RUNNERS WHERE 2' X 2' GRID OCCURS CROSS RUNNERS AT 24" O.C. r. PROJECT: WESTFIELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 vis Designs 1420 NW Gilman Blvd., #2343 Issaquah WA 98027 www.vis-designs.com 020i E m ap odacnon A ,nunactua pop. Wstlield Working Drawing Review 0 Approved 10 Approved as Noted ❑ Resubmit Toot drawnya Jam been 'avaw1v4 for general Vaso, ri only. All actual AVN 000000,2 ale n5ua4 M ebe e,nfed by tha Temare'a Arch.. anMweorrtrador , earV is resrvn5MM ka c-arwyq e¢h as a .AelAAa^3 .SLAW. . Cee Utstun �4 scot emeengarc PK.* Saa MAI to Vds Ase Mem. 8.14.17 Prolemonal seal 6388 REGISTERED AR HITE David Randall Seely STATE 'F WASHINGTON irc E i V E D CITY OF TUKWILA AUG 3 0 2017 PERMIT 4CENTER 1700 FIXED IDE W.T. IL �( LJ F3,` IN RUNfflfffflflflMODE RR f R F COAVIPLI ICE APPF OVED N 77 r A" MAGTH X'OF ORCHANNEL 1/4 SEP E�Io Un11 LE 12 GA. VERT. HANGER 1 RES AT 4'-0" 0.0 MAX. 4 DIAGONA_ BRACE WIRES ON R' X 12' GRID NOTES: (AS REO'D BY I.B.C. ASTM C 635 - 636) 1. CEIUNG AREAS EXCEEDING 2,500 SF REQUIRES A Desc.iption Date LL -TENANT REVIEW 06.26.17 PERMIT SET 06.29.17 REVISION BID SET 07.13 17 CITY COMMENTS 07.13.1 7 REVISION 07.20.1 7 ADDENDUM 07.25.1 7 ADDENDUM 08.10.17 '04^br: GC Review.. br'. GC City of Tukwila BesYJ DINGPA )WISIC?N EFLECTED CEILING PLAN OWER & DATA PLAN 2. VERTICAL STRUT: A STRUT FASTENDED TO THE MCR TSDNNER SRALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THE STRUT MAY 8E STEEL STUD, BLACK IRON, EMT OR OTHER APPROVED EQUAL. (GOOD FOR UP TO 4'-0" HIGH). THE STRUTS SHALL BE PLACED IN 12'-0" X 12'-0` GRID WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. APC SEISMIC GRID SUSPENSION DIAG A4.1 U:o,,A Yr -awing is < . 36-. S:de entities accordingly it reduced ACCESSORY MOUNTING HEIGHTS 3' 16' PLANT WAINSCOT FINISH PL -2 W/ W000 TRIM FROM TOP OF BASE TO 4-0" AFF. SEE SPEC AND DETAIL NORTH RESTROOM PLAN -#103 1/2" = r-o- NORTH ziNCCESSIBLE RESTROOM I$AN #104 I O_ P-4 1-4- N8 , N2 IP31 (NS i (N6 n3 r T� T t _ ( IIl ili IPL 2I NI Ng ©ACCESSIBLE RESTROOM ELEVATION I—LJ�J 1 /2 0 LS'5. UNISEX RESTROOM IDENTIFICATION SIGN EACH RESTROOM ENTRANCE UNISEX RESTROOM ACCESSIBILTY SYMBOL SIGN SYMBOL ® EACH RESTROOM ENTRANCE AN0 ROOMS WHERE SCHEDULED I II ACCESSIBLE SIGNAGE ELEV.-UNISEX 0 1.5' 1N0110E TO GC AND INSTALLER: I. GC TO INSTALL THE DRINKING FOUNTAINS/WATER COOLERS BY USING THE PROPER MATERIALS PER MANUFACTURER RECOMMENDATION TO AVOID CREATING AN ELECTROLYSIS WHICH CREATES A METALLIC TASTE OR AN INCREASE W THE METAL CONTENT OF THE WATER CAUSED BY GROUNDING THE EQUIPMENT TO WATER UNES THAT CREATES ELECTRICAL FEEDBACK INTO THE EQUIPMENT. 2. THE DRINKING FOUNTAINS/WATER COOLERS MUST BE CONNECTED TO THE WATER SUPPLY USING A DIELECTRIC COUPLING. THE COOLER IS FURNISHED WITH A NON-ME1AWC STRAINER WHICH MEETS THIS REQUIREMENT. THE DRAIN TRAP WHICH IS PROVIDED BY THE INSTALLER SHOULD ALSO BE PLASTIC TO COMPLETELY ISOLATE THE COOLER FROM THE BUILDING PLUMBING SYSTEM. 6 NORTH OACCESSIBLE DRINKING FOUNTAIN PLAN 0� 5' 1/3' = 1.-0.. 3-1/2' MAX FOR CHILDREN ® BUBBLER, TYP ( ;5" IN 15" MIN B6 ) TYP. AMBULATORY TOILET STALL 'ELEV. 0 1.5. 13' 16' 1/2" = 1.-0" GWB, PAINT AS SCHD AFP' EADED EDGES FOR CHN'S USE 1/2b X 2"H 4:1 ODD TRIM: PAINT. ED EDGES AND SMOOTH SURFACES FOR EN'S USE SCHD NAM PARTICLE 604.9 SCOT 4161041 OVER 1/4' COVED BASE A5 SCHD. SEE '' 1 FOR U DIFFERENT BASE MATERIAL AT CONDIDON A WATERPROOFING 6' UP WALL AND t ENNRE FLOOR SURFACE IN ALL AREAS WATER IS PR T. FF. WAINSCOT DETAIL AT RESTROO 3/4" I.5' 5' MAX FOR ADULTS ® BUBBLER, TYP. WstRebf Working Drawing Review 0 Approved 'l Approved as Noted 0 Resubmit These av5, , ,e L>nvn m iewesi fur goner -.49n intent only All actual oondmiona aro rgeved to be vaui194 by the Tenant's Architect enNor Contractor Tenant is espenotS for congly¢a wen at powenment ro;Mebcns Moil laW%jdita�nqud fCravings el ragwe oa kept bit lJ9 isnA{aesteiltmes 8.14.17 rA Owe ACCESSIBLE ELEC DRINKING FOUNTAIN ELEV. 0 1.5' 3' I6' 1/2" = 1'-0" _ _0 GENERAL NOTES I. PROVIDE BLOCKING IN WALL FOR GRAB BAR INSTALLATION. 2. SEE C/Al2.2 FOR ANCHOR BRACKET/BLOCKING DETAIL FOR WALL MOUNT FIXTURES AND GRAB BARS. KEYED NOTES RFL}fJFINISH •," R/Jlti® WNG{. . WAINSCOT FROM TOP OF BASE TO 4-0' AFF. WAINSCOT TO BE FULL WALL LENGTH. SEE FINISH PIAN, SPEC.O 16.BEfIdL K+► 0 TOILET OPERATION LOCATION: ON THE SINK SIDE, NOT THE WALL SIDE. K3 (E) TOILET TO REMAIN K4 (E) FLOOR DRAIN TO REMAIN KS (E) VERTICAL CRAB BAR TO REMAIN a q a PROJECT: WESTFIELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 Vis Designs 1420 NW Gilman Blvd., 92343 Issaquah, WA 98027 www.vis-designs.can ©'--0t1 >n reproduction u properly rights rs>..d Proless,sol sec. 63881 REGISTERED ARCHITECY David Randall Seely STATE 'F WASHIN ON '/Ziti R EIVED CITY OF TUKWILA REVIEWED FOR CODE COMPLIANCE ACCESSORY SCHEDUE APPROVED ITEM MANUFACTURER DESCRIPTION ' V 8 2011 LESS STEEL 0O11ET GRAB BAR 42'X54", BOBRICK #8-5897, I-1 • I DIAMETER WITH SNAP FLANGE, SA116 FINISH BOBRICK VERTICAL STAIN SS STEEL GRAB BAR. yB-5806 X 18. 1-1/4" DIAMETER STRAIGHT GRAB , SATIN KNISH BOBRICK BOBRICK TOILET SEAT -C SURFACE-MOUI DISPENSOrppytC l 1E N kwIIa AUG 3 0 2017 'ERMIT CENTER SURFACE-MOUN!FD IIAtYl iF •NSPOS:L, B -2N CM SERN O 114 SURFACE -MOUNTED TOILET TISSUE DISPENSER, $13-6867. 0008 FINISH STAINLESS STEEL. ERI CAN STANDARD ADA COMPLIANT TOILET. CADET 1.6 GPF RIG140 HEIGHT ELONGATED PRESSURE ASSISTED TOILET MODEL NUMBER(0): 2467.016. COLOR: WHITE (020) ER1CAN STANDARD ADA COMPLIANT SINK. MISSOURI WALL MOUNTED SINK MODEL NUMBER(0): 0436.004US. FINISH: WHITE (020) BOBRICK FIXED -POSITION TILT MIRROR. B-293 2436. ERICAN STANDARD ADA COMPLIANT FAUCETMONTERREY-WIDESPREAD-BATHROOM-FAUCET-WRH-- FLEXIBLE UNDER -BODY MODEL NUMBER(0): 6500.270. FINISH: POUSHED CHROME (002) A5) KOALA VERTICAL CREAM 8A8Y CHANGING STATION. MODEL RK13101-00. INSTALL PER MANUFACTURER RECOMMENDATIONS. Project No: 17004 No. Description .LL & TENANT REVIEW 06.26.17 PERMIT SET 06.29.17 A REVISION/81D SET 07.13.17 CITY COMMENTS 07.1 3.1 7 7 y�y17 • Al oro.n w. GC Reviewed by. GC RESTROOM PLANS RESTROOM ELEVATIONS FIXTURE MOUNTING HT. hyiwoi drawing A® NOT USED / &PRICING ALTERNATES PROVIDE SEPARATE ALTERNATE LINE ITEM DEDUCT FOR DOOR 8101 (DOOR ONLY) AS A TENANT FURNISHED GC INSTALLED ITEM. GC TO PROVIDE DOOR POSTS AS INDICATED ON DETAILS. OT USED WD 31 CHECK-IN 11001 - LEGEND SOLID SURFACE INSTALLATION DIRECTION WALL TRIM LOCATION: ALSO SEE ELEVATION A10.1 FOR SPECIAL HEIGHT AT PARTY ROOM ADJACENT TO CASEWORK ISS -11 WILSONART HORIZONTAL SURFACES AT CHECK-IN COUNTERTOP. COLOR: BLACK ONYX MIRAGE 9092MG AFINISH SPECIFICATIONS ROOM. INSTEAD OF WOOD TE UNE ITEM DEDUCT FOR WAINSCOT MATER 5195W. PIAN TO BE WILSONPRT, P BOARD AND WOOD TRIM ON TOP SYMBOL MANUFACTURER DESCRIPTION 1 SS -21 WILSONART SHEET VINYL HORIZONTAL SURFACES AND BACKSPLASH AT PARTY ROOM COUNTERTOP COLOR: COCONUT OIL 9100GS SHEET.VINYL FLOORING AND CQ�NURl15 6' COVED BASE. Q STYLE: MAGNA '6' HETEROGENEOUS SHEET. COLOR: ALABASTER TRANSITION STRIP: RUBBER TRANSITION8 , COLOR TO MATCH -1 8004 BASE WALL GRAPHIC BY OTHERS. TYP.� ®ttP P-3 ALL AROUND I8 -2I ROPPE SOLID WOOD BASE 4' HIGH STRAIGHT RUBBER BASE AT CARPET. COLOR: 110 BROWN OMIT I SV -I I PAINT 1P-11 P-2 ROPPE -SCHD_ BASE • TENANT SUPPLIED FURNITURE. REFERENCE ONLY. ttP. PLAY AREA I 101 WALL GRAPHIC (REFERENCE ONLY) MALL CONCOURSE \7 N 7.5. Y. OF DOOR AND TRANSITION STRIP IA, (E) PLL \ / (E) ENTRANCE DOOR TENANT SPACE SCHLUETER RENO -EU METAL TRANSITION WOOD FLOORING AS SCHEDULED J (E) CONCRETE FLOOR STRUCTURE THRESHOLD - TILE TO WOOD & 1 B-4 I SCHLUTER DESIGNBASE-SL. 3-I/8" HIGH MATTE WITH COLOR COATED ALUMINUM BASE AND SEALING SUP. OMIT GC TO IT COLOR 0• 4' C AND/OR s t1 DESIGNER'S REVIEW PRIOR TO ORDERING. I P-4 I MANNINGTON SHERWIN WILLIAMS SI WILLIAMS BENJAMIN MOORS SHERWIN WILLIAMS COLOR: SW6649 TANGO. EGGSHELL FINISH OVER OWN PARTITION AS INDICATED ON PLAN. COLOR: SW6090 JAVA. EGGSHELL FINISH. LOCATIONS: RELATE FRAMES, DOORS AND FRAMES OF DOOR #102A & 10213 AND WALLS FROM ARGUE _BASE TQ 48" AFF ALSO SEE ELEVATIONS COLOR: HC -81 MANCHESTER TAN I.) SEMI -GLOSS FINISH AT WAINSCOT TRIMS IN RESTROOMS 8103 & 104, DOORS AND FRAMES OF DOOR #103, 104, 105 & 106. 2.) EGGSHELL FINISH OVER GYM PARTITIONS AS INDICATED ON PLAN. COLOR: 6673 BANANA CREAM GWB EGGSHELL FINISH. LOCATION: RESTROOM WALLS I P-5 I SHERWIN WILLIAMS COLOR: SW6500 OPEN SEAS ACCENT PAINT GWB EGGSHELL FINISH LOCATION: PARTY ROOM CARPET I P -A I SHERWIN WILLIAMS COLOR: SW7551 GREEK VILLA 1.) FLAT FINISH AT CEILING IN ��-^ 2.) EGGSHELL FINISH AT EAST GRAPHIC WALL - THE SUN ONLY (THE WHITQ SEMI -CIRCLE PART). SEE A/A9.1,(TENANT TO KEEP THE REMAINING PAINT. 5 (N) RESTROOMS #103 ONLYA SHAW FIELD CARPET TILE. STYLE: DISTRICT 5T208. COLOR: SHALE 08597. INSTALLED: DIRECT GLUE TRANSITION: SEE KEYED NOTES ANO DETAILS WOOD FLOORING .AND PANELING I WD I I Nar SHAW Q SRCKW000 (N) RESTROOM 1103 I- (E) RESTR00 HALLWAY 1 106 PROVIDE RESIUENT TRANSITION STRIP Ct OF DOOR AND TRANSITION STRIP IA V DOOR WHERE OCCURS CARPET AS SCHEDULED (E) CONCRETE t� "'I IIIIiI1(1111IIII1.1) IIIIIIIIIIUIIIII FLOOR O EXISTING CONCRETE SLAB CARPET TO CONCRETE 0 1.5 fi 6" = 1'-0' , ELEC CLOSET 1105 - A HARDWOOD FLOORING PLANKS - CITY MAPLE. CA239, COLOR: GRAPHITE 27792. WIDTH: 5'. TRANSITION STRIP: SCHLUTER STRIP: SEE DETAIL OMIT I P-7 I SHERWIN WILLIAMS COLOR: SW6694 GLAD YELLOW PAINT GWB EGGSHELL FINISH PLASTIC LAMINATE IPL - II A FORMICA PLASTIC LAMINATE VERTICAL SURFACES AT CABINETS LAMINATE COLOR: 3209 -MC, SOL. MICRODOT FINISH &CATION: PARTY ROOM CARAMEL PRO BACK ADHESIVE ) I/8" THICKNESS, 5" WIDTH, 1' TO 4' LENGTH VARIES), EUROPEAN OIL FINISH.(FACTORY APPLIED CLASS A FIRE TREATMENjq } Al FL -N I INSTALLATION METHOD: PLACE SELF-ADHESIVE SIDE ON GWB WALL. 5 PROVIDE STIKWOOD MA H N A MIN M. N IM SEE CT -1 IN SP LOCATION: ENTRANCE WALL FACING MALL CONCOURSE AND CHECK-IN COUNTER SEE ELEVATIONS /\ WOOD LUMBER POST TO MATCH, WO -3. GC TO SUBMIT SAMPLES TO DESIGNER FOR REVIEW PRIOR TO ORDERING. OMIT PLAY STRUCTURE FLOORING FINISH FLOOR PLAN 11111 I I I 1 IS' OF DOOR AND TRANSITION STRIP DOOR WHERE OCCURS \�a SHEET VINYL FLOORING RUBBER REDUCER NORTH & OMIT &IPL -5I IL50NART COLOR: COFFEE BEAN, D495-60 LOCATION: BASE CABINETS AT CHECK-IN AREA SEE ELEVATIONS. LUXURY VINYL TILE (LVT) ILNT-II ARMSTRONG PARALLEL 20. 20 MIL 6• X 48•, COLOR: MILL VALLEY, J6202. MEMBRANE FOR LVT: ARMSTRONG, S1841 WATERPROOFING MEMBRANE. INSTALLATION METHOD: PER MANUFACTURER'S RECOMMENDATION. *GC TO ENSURE THE INTEGRITY OF WATERPROOFING PERFORMANCE IN REQUIRED AREA(S) BY LANDLORD. WINDOW TREATMENT BY OTHERS GYM MAT PROVIDED AND INSTALLED BY PLAY STRUCTURE SUPPLIER - ON TENANT PROVIDED MEMBRANE OVER EXISTING CONCRETE SLAB. YR -II & HUNTER DOUGLAS EVERWOOD RENDITIONS - 2• HORIZONTAL FAUX W00D BUND AT PARTY ROOM RELITES COLOR: GOLDEN BROWN BY GC GYM FLOOR TRANSITION. ALLOW (10) IN +/- I'-2" X 3'-6" SIZE RUBBER FLOOR TRANSITION AT ENTRANCES OF PLAY STRUCTURE. CC TO COORDINATE WITH TENANT FOR ACTUAL SIZES AND QUANTITY, GC TO PROVIDE CUT SHEETS FOR DESIGN'S REVIEW AND COORDINATE WITH DESIGNER FOR INSTALLATION METHOD. CORNER TREATMENT EXISTING CONCRETE IGT -11 5TIKEOOD METAL COR • L: v THICKNESS. COLOR BLACK APPUCATION. SIZE TO MATCH WOOD ISI EXISTING CONCRETE TO REMAIN OMIT (/^ MS (� ..�}� WArINSC/21' a RDSTRUbtS w `104 �xlv :`� �tt1r WTRAN �S OC�jS..I..EA 2 REMOVE ALL FLOOR AND WALL FINISHES '`VF J! O ARISE INDICATED IN THE KEY NOTE SHEET NOTES FER TO KEYED NOTES FOR CONSTRU \y /• AS SCHEDULED til II 4 �' I- (E) CONCRETE FLOOR 4 a .0a STRUCTURE , , THRESHOLD - CARPET TO SHEET VINYL 0 1.5- 6" CARPET AS SCHEDULED\ may_ 11111111111111111uuIIIIll111u� 11111111111ri111111 111110= a - Q DOOR WHERE OCCURS AS SCHEDULED RAL CONTRACTOR TO FIELD VERIFY WHERE PENETRATIONS OCCUR IN GWB FLUSH WITH ADJACENT CONSTRUCTION 5. PROVIDE PARTITION ANCHOR BRACKETS ON OR ATTACHED TO PARTITIONS. ION REOLNPsdVIEVVED FOR X EGMT`7 MICE EXISTING COA INsF@B1Ro61/1 CEL(ENS OF WORK. A RESULT OF SCREW/NA1LLS/ANHOR, ETC. REMOVAL PATCH PREP FOR NEW PAINT AS SCHEDULED. IR ALL CASENSIERREOOI> i MERT2OO ES MOUNTED 6. ALL WOOD USED IN INTERIOR FRAMING I 7. REFER TO ARCHITECTURAL DRAWINGS FO 8. PATCH EXISTING CONSTRUCTION WHERE PREP FOR NEW PAINT FINISH AS SCHED SCHLUTER SYSTEMS, DECO DD. / SERIES PROFILE, SATIN ANODIZED ALUMINUM FINISH OR APPROVED EQUAL WOOD FLOORING AS SCHEDULED J � 0 (E) CONCRETE FLOOR d LI STRUCTURE © THRESHOLD - CARPET TO WOOD L5' Y 0 GC TO SUBMIT ALL SPECIFIED ITEMS TO CASEWORK SHOP DRAWINGS TO DESIGNS 10. REFER TO ELEVATIONS AND DETAILS. TO BE FIRE-RETARDENT TREATED WOOD. WALL FRAMING DETAILS MDOLITION NaQURQEDo,Q81 rtri�}��� I�4SUyyQ,,FFA(ACCE�E AND 4'18R'TO'MIM+TUA INC I- V' i SOON .Tal:y hi 11. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS, &KEYED SHEET NOTES Oi NOT USED 02 GC TO COORDINATE WITH TENANT FOR P-6 PAINT ON GRAPHIC WALL (EAST WALL) 03 NOT USED OS SEE G/AIO.1 FOR ELEVATION SEC F/AII.1 AN0 J/Ail,l F R DETAIL. PROTECT: WESTFIELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 vis Designs 1420 NW Gilman Blvd., 42343 Issaquah, WA 98027 wwnv.vis-designs.cont 0 TO, at' rearaauet,an 1inzellectud properly rightsreser Westfield Working Drawing Review 0 Approved Approved as Noted O Resubmit Those Jratv.gs have Dm re v.+cA kw peva, 0407, Wont only. AL .1.1 5040 ...tons ala (.90x.4 to on veobed by me Tenant', Achite ands CanueAO4 Tenant ..pone.`, /4/400.4/KM.Ah-a. gowtnancnt ta9WO[a. Oro «; (1). MNA startpad sat eld...Ings 0 00. .R4bn9 . e ad4nes 8.14.17 a, Prots;onnt sem R REGISTERED ARCHITECT David Randall Seely STATE I WASHINGTON CITYYOF TUKWILA AUG 3 0 2017 PERMIT CENTER Pro,No. 17004 nm. Description TENANT REVIEW 06.1 4.17 LL -TENANT REVIEW 06.26,17 PERMIT SET 06.29.17 REVISION BID SET 07.13.17 REVISION 07.20,17 ADDENDUM 07.25.17 ADDENDUM 08.10.17 1--6ga: 3°,17 oro.n by: GC Re,e._ .y: GC FINISH PLAN SPECIFICATIONS DETAILS Oriyind no '0WIM Nov `— DOOR \—I 6"4 I \---POA BEYOND 1 PARTIAL HT WALL ELEV (E) COLUMN; SNIT PAINT ALL SIDES, TIP. IWD4 0 POST SEE DOOR SCAT SOLID SURFACE OPEN ;R—1 -L P -2I &- I-\ y I END OF PARTITION TIP 0 CHECK-IN #100 CHECK-IN COUNTER PLAN PARTIAL HT WALL ELEV 3/E = I'-0 -I 8-I PA CHECK-IN COUNTER WEST 8' 0 3/E = I. -0 - (ET ' -0 111 (E) COLUMN IN FRONT OF CABINETS CGDE ® 01111T p -s 0 IIS© BU �� -,I I -I 8-I PA CHECK-IN COUNTER WEST 8' 0 3/E = I. -0 - (ET ' -0 O COLUMN, TYP 6-2 raimem iii law qv / 1 \ PROVIDE LOCK OPARTY ROOM CASEWORK. ELEV. �� I 3/8. _ I...D 0 4 8' ADJUSTABLE SHELF. TOP. r Lr Q3 ADJ. SHELF, TYP '—PROVIDE LOCK, TYP CHECK-IN COUNTER SOUTH 3/8" - ANIMAL FOOTPRINTS: PAINT OVER WOOD TOP. GC TO COORDINATE WITH TENANT FOR PAINT COLOR AND OTHER REQUIREMENTS. SCND WOOD FINISH OUTSIDE CORNER TREATMENT, TYP. SEE A/A11.1 BUTT JOINT TO STOREFRONT— GLASS FRAMES AND INSIDE CORNERS OF (E) GWB WALL, TOP. 100-1I START INSTALLATION OF — FULL WIDTH PLANKS FROM TOP OF BASE. TYP. SID" MAX " PER CODE A (E) COLUMN ,I AIM AI CGDE ® 01111T I 11 III OPEN OPEN 1III BU �� -,I I u 5 � 1 �D-31 .I / O COLUMN, TYP 6-2 raimem iii law qv / 1 \ PROVIDE LOCK OPARTY ROOM CASEWORK. ELEV. �� I 3/8. _ I...D 0 4 8' ADJUSTABLE SHELF. TOP. r Lr Q3 ADJ. SHELF, TYP '—PROVIDE LOCK, TYP CHECK-IN COUNTER SOUTH 3/8" - ANIMAL FOOTPRINTS: PAINT OVER WOOD TOP. GC TO COORDINATE WITH TENANT FOR PAINT COLOR AND OTHER REQUIREMENTS. SCND WOOD FINISH OUTSIDE CORNER TREATMENT, TYP. SEE A/A11.1 BUTT JOINT TO STOREFRONT— GLASS FRAMES AND INSIDE CORNERS OF (E) GWB WALL, TOP. 100-1I START INSTALLATION OF — FULL WIDTH PLANKS FROM TOP OF BASE. TYP. HECK -IN COUNTER NORHT 2 E' /-DOOR �J TYP 0 CHECK-IN #100 POST BEYONe SOFFR END OF PAR IRON CHECK-IN COUNTER EAST 4' E' /'1 ELEVATION AT HALL 107 I 3/8' = A NEW OPENING HT TO MATCH EXISTING; SEE HEADER DETAIL ED _EE REL ITE SCAT 8. HEADER DETAIL A 1P7I TOP. (3) SIDES AROUND PARTY ROOM. L O L •" M. TOP. ALL ND THE W . 0 • RTY eOM. P-11 TOP. (3) SIDES AROUND PARTY ROOM. AA PARTY ROOM WALL ELEVATION SIGNAGE BY OTHERS - REVERSE CHANNEL HALO LETTERS, I6'Hv3'D MAX. INDMDUALLY MOUNTED 1-1/2' FROM FACE OF WOOD. 3/S HALL 52 GC TO VERIFY NEUTRAL PIER CONDITION PER F/A2.1 AND REPORT ANY DISCREPANCIES TO DESIGNER AND LANDLORD PRIOR TO ANY MODIFICATIONS. TYP. ON BOTH SIDES OF TENANT SPACE. LANCE D O8 I II II II I L01111510,1 CORNER TRE6TMENT, TOP. SEA/11.1 I CI -I (E) COLUMN 14-3 -Ell 5 ;- n _ CGDE COMP APPRf1� BU ®Q 1 �D-31 4 jr, HECK -IN COUNTER NORHT 2 E' /-DOOR �J TYP 0 CHECK-IN #100 POST BEYONe SOFFR END OF PAR IRON CHECK-IN COUNTER EAST 4' E' /'1 ELEVATION AT HALL 107 I 3/8' = A NEW OPENING HT TO MATCH EXISTING; SEE HEADER DETAIL ED _EE REL ITE SCAT 8. HEADER DETAIL A 1P7I TOP. (3) SIDES AROUND PARTY ROOM. L O L •" M. TOP. ALL ND THE W . 0 • RTY eOM. P-11 TOP. (3) SIDES AROUND PARTY ROOM. AA PARTY ROOM WALL ELEVATION SIGNAGE BY OTHERS - REVERSE CHANNEL HALO LETTERS, I6'Hv3'D MAX. INDMDUALLY MOUNTED 1-1/2' FROM FACE OF WOOD. 3/S HALL 52 GC TO VERIFY NEUTRAL PIER CONDITION PER F/A2.1 AND REPORT ANY DISCREPANCIES TO DESIGNER AND LANDLORD PRIOR TO ANY MODIFICATIONS. TYP. ON BOTH SIDES OF TENANT SPACE. LANCE D O8 I II II II I L01111510,1 CORNER TRE6TMENT, TOP. SEA/11.1 I CI -I 1 r is ISION PROJECT: WESTFIELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 vis Designs 1420 NW Gilman Blvd., 42343 . Issaquah, WA 98027 www.vis-deUgns.com m2.17 An rep eauanon a A.,I.p.,c..rao r r%anlz. Westfield Working Drawing Review 17 Approved © Approved as Noted (] ResuompI Thai uru+mFI 14 »aat tor;tm,e,u! tpuec manly. ;uae¢a'SSeac:rcaoru aro:egOr wDc veH,na by ete Tenant, Arch... anyar Conti a benarn Uroaspen.. la canm'yrqcn w.t vos..n,,:,,m rvvvl+a.*rs (II to'Istamae° Ye: cs er renng. .eews.:tG oe tew on rYaMolpa x_ aeurres 8.14.17 Prolssimai seol 78 REGISTERED ARCHITECT David Randall Seely STATE v CEri' E D CITY OF TUKWILA AUG 3 0 2097 PERMIT CENTER (DA STOREFRONT ELEVATION 0 2 Proiecr No: 17004 no. oescriprron Dare TENANT REVIEW LL -TENANT REVIEW PERMIT SET A REVISION/BID SET A REVISION ADDENDUM J� /a\ ADDENDUM 06.14.17 06.26.1 7 06.29.17 07.13.17 07,20.17 07.25.17 08.10.17 GC nvo.,=ea oy: GC ENLARGED PLANS INTERIOR ELEVATIONS A10.1 dig,* mor,mq A _. . 36" Scat manes according, if ,educed CGDE COMP APPRf1� BU SEP 0 8 City of Tu LDING D 1 r is ISION PROJECT: WESTFIELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 vis Designs 1420 NW Gilman Blvd., 42343 . Issaquah, WA 98027 www.vis-deUgns.com m2.17 An rep eauanon a A.,I.p.,c..rao r r%anlz. Westfield Working Drawing Review 17 Approved © Approved as Noted (] ResuompI Thai uru+mFI 14 »aat tor;tm,e,u! tpuec manly. ;uae¢a'SSeac:rcaoru aro:egOr wDc veH,na by ete Tenant, Arch... anyar Conti a benarn Uroaspen.. la canm'yrqcn w.t vos..n,,:,,m rvvvl+a.*rs (II to'Istamae° Ye: cs er renng. .eews.:tG oe tew on rYaMolpa x_ aeurres 8.14.17 Prolssimai seol 78 REGISTERED ARCHITECT David Randall Seely STATE v CEri' E D CITY OF TUKWILA AUG 3 0 2097 PERMIT CENTER (DA STOREFRONT ELEVATION 0 2 Proiecr No: 17004 no. oescriprron Dare TENANT REVIEW LL -TENANT REVIEW PERMIT SET A REVISION/BID SET A REVISION ADDENDUM J� /a\ ADDENDUM 06.14.17 06.26.1 7 06.29.17 07.13.17 07,20.17 07.25.17 08.10.17 GC nvo.,=ea oy: GC ENLARGED PLANS INTERIOR ELEVATIONS A10.1 dig,* mor,mq A _. . 36" Scat manes according, if ,educed SEE PLAN REVEAL, PAINT BLOC (El PARTITION (E) GWB SCHD WOOD FINISH PLAY AREA 11101 SCHD CORNER TRIM WIDER SIDE FACES COONS. RETURN OF WALL OR RETURN OF CASEWORK (SIN) NARROWER SIDE FACES MALL CONCOURSE OR CUSTOMER SIDE AT CASEWORK (SIM) SCHD WOOD FINISH MALL CONCOURSE QCUSTOMER SIDE (SIM) SUED SURFACE CONTERTOP W/ EASED EDGE AND PLYWOOD SUB -TOP PER FINISH SCHEDULE AND ELEVATIONS PL 5 FINISH MELAMINE CABINET• INTERIOR • • 4" WIRE PULL ADJ. SHELF WI MELAMINE FINISH CABINET DOOR ON CONCEALED HINGES. WV -I FINISH BOTH SIDES BASE AS SCHEDULED A FINISH FLOOR O BASE CABINETAAT CHECK-IN COUNTER 0I I I6 12" 24" 1-1/2" = 1•_0" OVIT Wstfiekl Working Drawing Review 0 Approved ei Approved as Noted 0 Resubmit Thine Cada-rigs ra.e Gees terwrc: tar Rene:al ces,e , #err MIa :.y be. cane:wa ate eiceisies0 to be • ' antis erenAeer ara'a Contra= Tenant c•[da ke c't'9`^'v' gmanrwnregWwn My eVell:°:::a..,a ._.utaaJb at! Aaq be ea ±A el lanes 8.14.17 82017 --- SOLID SURFACE BACKSPLASH AS SCHD • ' SOLID SURFACE CONTERTOP W/ � EASED EDGE AND PLYWOOD \ \ SUB -TOP PER FINISH _ ,j SCHEDULE ANO ELEVATIONS DOUG S SCHD CE BACKSPCJ Q rum --�_i TPROVIDE SOUD PANEL AT SINK 4" WIRE PULL ADJ. SHELF W/. MELAMINE FINISH MELAMINE CABINET INTERIOR ARFACE CO eCOGE AND PL ` �SUBI�-TOIP,� PER FINISH RTOP W/ DOD ONS '- 4" WIRE PULL CABINET DOOR ON CONCEALED HINGES, P -LAM FINISH BOTH SIDES BASE AS SCHEDULED l FINISH FLOOR /� r FINISH FLOOR 3 `� \ \Xof-�F -G--X-L----- "5 /'1 /\,L----"1-1----- BASE CABINET AT PARTY ROOM A ACCESSIBLE SINK AT PARTY ROOM D I6 11 z" 24" 1-1/2" 1,_0•, D I6 112" 24" 1-1/2" = 1'-O" PROVIDE ACCESSIBLE SINK & FAUCET WHERE INDICATED (DESIGNED FOR PARALLEL APPROACH) CABINET DOOR ON CONCEALED HINGES, P -LAM FINISH BOTH SIDES MELAMINE CABINET INTERIOR BASE AS SCHEDULED .1 af'i'5 PROJECT: WESTFIELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 VI s Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com p 20t1 nn epredu<non 1 inte�iec.u°t a op ,�q la ea Professional secs p 6388 REGISTERED ARCHITECT' 0,r/ Dowd - Randall Seely STATE OF WASHINGT+ RECEIVED ITY OF TUKWILA AUG 3 0 2017 ERM°°CENTER LL -TENANT REVIEW PERMIT SET 1 REVISION/BID SET 3 REVISION (�\ ADDENDUM 06.26.17 06.29.17 07.13.17 07.20.17 08.10.17 ora.n or GC Seaieeea all GC MILLWORK DETAILS FINISH DETAILS A11.1 Original m°wrg is 2.4 . 36'. Scale entities according,. it reduce° DOOR SCHEDULE DOOR DO NOMINAL HEIGHT ST OR IW - i (E). - EXISTING STOREFRONT ENTRANCE DOOR. NO CHANGE. 101 A -1 3'-I 1/2" A 102A 7'-0" 2 WD 1028 2 FRANC TO FA 3 I/2" METAL SKID PARTITION. ©3 WD - FRAME TO FIT EXISTING PARTRION CONSTRUCTION. FV. 103 3 HM - 104 (E) (E) 105. -0' 4 HM 5 HM - APPLY NEW PANT 106 (E) (El - I (E) - EXISTING EXIT DOOR. NO CHANGE. RELITE SCHEDULE NO DO 3 ST AD 15,-4" A I/4" TEMPERED - WD HARDWARE GROUP HARDWARE GROUP HARDWARE NOTES GROUP I SINGLE, SWING NON -RATED I PAIR HINGES WITH SPRING ' 05 2 SETSS))OF MAGNET AND METAL PLATE I WALL MOUNTED DOOR STOP DOOR TYPES TYPE A' A OPEN TYPE C' Ns— PROVIDE METAL PLATE AT TOP AND BOTTOM -I I/2• EDGES OF DOOR AND WIDTH ^I.OVERLAP MAGNET AT POST TO KEEP ODOR AT CLOSED POSITION. SEE DETAIL. HM DOOR & FRAME. PANT AS SCHD. WIDTH TYPE 0: en— -PAINT GRADE WOOD FRAME. SEE SPEC FOR PAINT. PAINT GRADE SOLID CORE WOOD DOOR. SEE SPEC FOR PAINT. WIDTH WIDTH HM DOOR & FRAME. PAINT AS SCHD. LOWER VENT - PAINT TO MATCH DOOR. SEE MECHANICAL DRAWINGS FOR SIZE OF LOWERS SIDELIGHT / GLAZING TYPES IY A: (3) cc 0 ,,-a' GLAZING AS • SCHEDULED - 2 WIDE PAINT GRADE WOOD FRAME. GROUP 2 SINN-RATEDGLE SWING NO I I/O PAIR HINGES I LEVER STYLE STOREROOM LOCKSET I WALL MOUNTED DOOR STOP SILENCERS GROUP 3 SINGLE, SWING NON -RATED 11/2 PAIR HINGES ' I LEVER STYLE RESTROOM LOCKSET W/ OCCUPANCY INDICATOR I WALL MOUNTED DOOR STOP I DOOR CLOSER SILENCERS • SINGLE, TED SWING NON -RA (E) HINGES 1 LEVER STYLE RESTROOM LOCKSET W/ OCCUPANCY INDICATOR 1 WALL MOUNTED DOOR STOP I DOOR CLOSER SILENCERS GROUP 5 • SINGLE. SWING NON -RATED 11/2 PAIR HINGES I PAIR FLUSH BOLTS TOP AND BOTTOM ON INACINE LEAF I LEVER STYLE STOREROOM LOCKSET I LEVER STYLE DUMMY HANDLE ON INACTNE LEAF 2 WALL MOUNTED DOOR STOPS DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME N HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH. U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF. ALL HARDWARE WITHOUT THROUGH BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE TO MATCH BUILDING STANDARD MANUFACTURER. FINISH, LEVER DESIGN AND KEYING CONVENTIONS FOR ALL DOORS. COORDINATE WITH BUILDING MANAGEMENT. A EASE ALL CORNERS, TTP. CHECK-IN #100 EASE ALL CORNERS, TTP. PARTIAL HT PARTRION BEYOND 'p3 -SCHD DOOR POST BEYOND; EASE ALLig CORNERS & SMOOTH ALL SURFACES, HT OF DOOR .SEE DOOR SCHEDULE SCHD SOLID WOOD CAP. SMOOTH ALL SURFACES, TYP. ( SCHO WOOD ON BOTH SIDES OVER 1/21 PLWD. INSTALLATION DIRECTION - VERTICAL ,L5 PLAY AREA #101 SCHD SOUD WOOD BOTTOM. `SMOOTH ALL SURFACES, FTP. SEE DOOR SCHEDULE r FF ED SECTION @ DOOR #101c1) 0 I'LL : DEVICE L- -NOTE: SEE C/Al2.2 FOR ANCHOR BRACKET/BLOCKING DETAIL FOR ALL WALL MOUNT PLUMBING FI%TRURES AND GRAB BARS CHECK-IN #100 DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT ,(4 AS SHOWN BELOW—1 s ' 1 11' 6' AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW - TIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT UGHT & WALL MOUNTED OCCUPANCY SENSOR HARDWARE LATCH TELEPHONE OUTLET I FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST SND FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. O DEVICE MOUNTING HEIGHTS WOOS CAP' STAIN ENS11 a SCHD PAINT (3) SIDE)A (..LSCHD HOOD FINISH BELOW. F -REVEAL, TTP. ALL SIDES.— FINISH AND PAINT BLACK. :ONE LAYER OF TYPE "X"~ 5/8" GWB, TTP. ALL SIDES SCHD WOOD FINISH OVER GWB.ili PROVIDE METAL TRIM AT BOTH ENDS. PROVIDE HINGE MECHANISM WRH- SPRING -UKE FUNCTION TO ALLOW DOOR SWING BACK AND KEEP AT CLOSED POSTTON PARTIAL HT DOOR #101 YWx6"H METAL PLATE AT DOOR EDGE. (2) LOCATIONS. SEE ELEVATION CHECK-IN COUNTER CASEWORK W/ SCHD WOOD KNISH & METAL TRIM AT ENDS AND CORNERS. A 'NOTE: EASE ALL CORNERS AT DOOR & POSTS — SOLID WOOD POST. FV WIDTH TO FIT DOOR. SEE H/AI2.1 FOR HEIGHT. EASE ALL CORNERS. — PLAY AREA #101 EMBEDDED I'Wx6"H MAGNET AT POST. (2) LOCATIONS. SEE ELEVATION PARTIAL HEIGHT PARTITION HORZ. SECTION O BELOW / DECK. TYP TI (TTA cqi �'-0 E / I,. I O NOTE FOR PLUMBING DRAWING DETAIL 1/P1.0 PARTIAL FLOOR PLAN - WASTE + VENT acAAr 117.147 P1.0 1 2. Westfield Working Drawing Review ❑ Approved ® Approved as Noted 0 Resubmit mese sosungs I'ao ben,avirwad to, 9w,ereldesgn �atcnt onAll oSe! held cond0ons aro r.9..* Io be venNed by the Tenants Archded ender Contrecmr Tenant rssponsNp AN COWII mp nah.e 9.000.0 repiaWnv One(31 eeN ept �Mjjds le ernes is el 8.14.17 Del' MATCH SEE ELEVATION ONE LAYER OF TYPE 'X" 5/8" GNB ALL SIDED, TYP 3-I/2" X 20 GA METAL STUD AN 24" 0.C. SCHD WOOD FINISH W/ SCHD TRIM AT BOTTOM. SEE SPEC AND ELEVATIONS. A CHECK-IN #100 ®SCHD BASE • SCHO. FLOORING SCHD PAINT PROVIDE END AND NT R SEAT PPO' _ TO 6" BELOW TOP OF PARTITIONHERE INDICATED e' •In'; SEE ENLARGED FLOOR PAN AND DETAIL - PARTIAL HEIGHT WALL ISOMETRIC AND PLAN. PLAY AREA #101 SCHD BASE.® PROJECT: WESTFIELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 Vis Designs 1420 NW Gilman Blvd., .2343 Issaquah, WA 98027 ww o.v¢-0esigns.com p _00 +n .p.xorl,on u ,oleo«lva alp_ 1, n - reserved Profess... seal EC 6388 REGISTERED ARCHITECT David Randall Seely STATE ' WMWAWI CITY'4OF "TU KW I LA 'NOTE: NO STEEL TUBES AT SIM CONDITION. SECURE TO (E) FLOOR STRUCTURE AUG 3 0 2017 PARTIAL HEIGHT PARTITION VERT. SECTION �u =1 !ERMIT CENTER SND, TTP. R CE ISOMETRIC PARTIAL HEIGHT WALL ISOMETRIC AND PLAN 8 LAN NOT TO SCALE TUBE 'City of Tukwila -BUILDING DIVISION 2 I/2" X 7 1/2" X I/4" OIL BASE PLATE ANCHORED TO FLOOR (4) l/2" DIA. EXP. BOLT ANCHORS WITH 2-I/2" MIN. EMBED STEEL TUBE POST TTP. Project no. 17004 No. De]criphon Date LL -TENANT REVIEW PERMIT SET AREVISION/81D SET A ADDENDUM !D\ ADDENDUM 06.26.17 06.29.17 07.13.17 07.25.17 08.10.17 Dro»� bn GC z...m by GC DOOR & RELITE TYPES DOOR & RELITE SCHEDULES HARDWARE SCHEDULE FRAMING DETAILS Al2.1 Original ero.ng Is + r 36'. Scale ..,ekes accordingly it reduced Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Project Info Compliance forms do not require a password to use. Instructional and calculating cells write- are write- protected. Project Title: 1 - This title will copy onto other forms Date 4/74(/7- 7/1/2016 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use RECEIVE.-, �fi �l t � CITY K v / t t. l g,aa Y// JUN J 2617 PEP.MIT c;-f,�i i Company Name: �% it) g6 1 L �s Company Address: ` 1 t2 iL 3r J�iSll ��20 N 1A. �{ �VY�Ah �JivI 2'2 U Applicant Name: eto p. a cjekovV Applicant Phone: o[ '3�//5 -.�(c Q Applicant Email: 10Y{G�CCi VIS_ -C des 9115 • m Project Description ■ New Building ■ Addition rilAtterati•on III Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. BuildingAdditions toSection C502.2.6 for additional requirements. Compliance Method I 1 Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project I .............................._............................................................................................................................,........__...._..._....................................._!......_................._.................................-...................................._........................................ Lighting systems in addition are combined with existing li building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects, include new + existing interior Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE For exterior lighting projects, include new + existing exterior Tradable and Proposed Non -Tradable Lighting Wattage tables Interior lighting 9 g 1 Exterior lighting • ■ ( II • ■ III ! . lighting fixture wattage in Proposed form. lighting fixture wattage in Proposed in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power Control elements that of the retrofit project. If combination of spaces 50% of the existing fixtures insome spaces, and 50% fixtures are replaced in provide separate lighting compliance forms for the conditions. Spaces undergoing type of retrofit may be lighting power compliance Refer to Section C503.6 requirements. All alteration lighting controls commissioned per C408.3. and Lighting apply to the scope project includes a where less than are replaced or more of the others, then power two retrofit the same combined into one form. for additional shall be being made to lighting space are not Lighting Power i Interior lighting I Parking garage j Exterior lighting 50% or more of existing are replaced ■ ( ■ ■ ii Less than 50% of existing are replaced I Lamp and/or ballast replacement only 1 ■ ! II - existing total wattage not increased j II MIi ■ ._......._..............._........_...._...........-..._....__.......__....._......_.._........._..._._...._._....-_....__..................-..__.._..._....._._..___......_........__...._........_.........._........._......._..__..__............._......._...._.. 50% or more replaced - Total lighting power of new+ existing total LPA per Sections C405.4.2 and C405.5.2. Include new Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT Less than 50% replaced - Total lighting power of new + existing the total lighting power prior to alteration. Include new + existing Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or 50% threshold applies to numberof luminaires for interior spaces installed wattage for exterior luminaires. -to -remain fixtures shall comply with + existing -to -remain fixtures in -SPACE or LTG -EXT form. -to -remain fixtures shall not exceed -to -remain fixtures in the Proposed LTG -EXT form. and parking garages, and total Lighting Controls Interior lighting I Parking garage I Exterior lighting I- New wiring installed to serve added I fixtures and/or fixtures relocated to ■ ■ ! ■ new circuit(s) New or moved lighting panel ■ ■ I U Interior space is reconfigured - 1{ luminaires unchanged or relocated New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured • No changes are the interior or exterior systems and existing uses and configuration changed. Change of Space Usexisting interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Dli- DIII ig ting, Y .tor, a d Electrical Per it Checklist, Pg. LTG -CHK Washington 2015 State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: - Fill this line out on LGT-SUM Date 7/1/2016 The following information' is necessary to check a permit application for compliance with the lighting, motor, and electrical Washington State Energy Code, Commercial Provisions. requirements in the Applicability (yes;no,na) Code Section Component Compliance information required in permit documents • , Location in Documents Building Department Notes LIGHTING CONTROLS • C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2:lighting controls; -provide description of control • capabilities and performance parameters C405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specifice application it serves C405.2.2.1 C405.2.2.2 C405.2.3 Manual interior lighting controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls C405.2.2 Method of automatic Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; shut-off control Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies Indicate on plans the spaces served by occupancy sensors; C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate whether occupancy sensor controls are configured to be manual -on, automatic 50% -on, or serve a space eligible for automatic 100% -on per exception C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% C405.2.6 Digital timer switch Indicate required digital timer switch control function when control is used C405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; C405.2.4.2 Daylight zones - Indicate toplight daylight zone areas on plans, include sq. ft.; C405.2.4.3 Sidelight and toplight For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) Indicate on plans lighting zone(s) served by daylight responsive controls; C405.2.4 Daylight responsive controls Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power; Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone C405.2.5 Additional controls Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section C405.2.5 - Items 1 &2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method 4 Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Fill this line out on LGT-SUM Date ' 7/1/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical Washington State Energy Code, Commercial Provisions. requirements in the Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR LIGHTING POWER & EFFICACY Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; C405.4.1 C405.4.1 Total connected Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; C405.4.2 interior lighting g g power Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per fixture) C405.1 Lighting in dwelling units lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option). Lighting Power Calculation - Indicate compliance path taken C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans C405.4.2.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method EXTERIOR LIGHTING POWER & EFFICACY C405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; _ Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Exterior Lighting LTG -EXT 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Fill this line out on LGT-SUM Date 7/1/2016 Exterior Lighting Zone Table C405.5.2(1) Specified by jurisdiction. 0 Zone 1 Zone 2 0 Zone 3 0 Zone 4 Zone selection required to enable LTG -EXT form For Building Department Use Calculation Area 0 0 Addition - 0 Addition stand alone , + existing in Alteration with < 50% in Alteration with a 50% ext. ext. wattage replaced wattage replaced Building Grounds Applies to luminaires > 100 Watts ■ Efficacy > 80 lumens/watt ■ Exemption ■ Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage g g g Base Site Allowance: 0 Tradable Surfaces Surface Description Area (ft`), perimeter (If) or # of items Hnowea watts per ft2 or per If Hnowea watts x ft2 (or x If) Total Allowed Tradable + Site Allowance Watts: radable Proposed Lighting Wattage Tradable Surface Fixture Description NOTE 3, 4 Number of Fixtures Watts per Fixture NOTE s Watts Proposed Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts olus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable Non -Tradable Maximum Allowed Lighting Wattage"—' g g Site Allowance Remaining: 0 Non -Tradable Surfaces Surface Description Area (ft2), perimeter (If) or # of items Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) on -Tradable Proposed Lighting Wattage Non -Tradable Surface Fixture Description NOTE 3, 4 Number of Fixtures Watts per Fxture NOTE s Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Non -Tradable Watts Exceeding LPA: Remaining Site Allowance: Exterior Lighting Note 1 - List all unique exterior sufaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories from drop down menu. Note 2 - List all proposed lighting fixtures including existing -to -remain fixtures. Note 3 - For proposed Fixture Description, indicate fixture type, lamp type, number of lamps in the fixture, and ballast type (if applicable). Note 4 - Existing -to -remain fixtures shall be included in the Tradable and Non -Tradable Proposed Lighting Wattage tables in the same manner as new fixtures. Identify as existing in fixture description. Note 5 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screwin lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low Instructions for Electronic Forms, pg 2 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Interior LTG Building Area Method For projects complying via the Building Area Method, provide the total gross interior area for each Building Area Type in the Maximum Allowed Lighting Wattage table using the drop down menu. Assign a Building Area using the drop menu for each lighting fixture type defined in the Proposed Lighting Wattage table. The worksheet will total all fixtures assigned to each Building Area. Each Buidling Area shall comply independently. Interior LTG Space -By- Space Method For projects complying via the Space -By -Space Method, provide total gross interior area for each Space Type in the Maximum Allowed Lighting Wattage table using the drop down menu. For Atriums and any space utilizing the additional lighting wattage allowance based on ceiling height per Footnotes d thru f, provide total gross interior area and ceiling height (above finished floor) in the Maximum Allowed Lighting Wattage table. All Display lighting shall be entered in the LTG -INT -DISPLAY worksheet. Results from this worksheet automatically transfer to the LTG -INT -SPACE worksheet in the assigned locations under Retail Display Allowance, Lobby Art/Exhibit Allowance and Proposed Retail Display Lighting cells. Interior LTG Retail Display For projects with eligible Retail Sales display lighting that is in addition to Retail Sales general area lighting, select the Retail Display category per Section C405.4.2.2.1 from the drop down menu provided, and enter the total gross interior area of the footprint illuminated by display lighting in the Maximum Allowed Retail Display Lighting Wattage table. Assign a corresponding Retail Display category to each lighting fixture type defined in the Proposed Retail Display Lighting Wattage table using the drop down menu. For projects with eligible Lobby Art/Exhibit display lighting that is in addition to Lobby general area lighting, enter a unique name for each Lobby that this allowance will be applied to, and enter the total gross interior area of the Lobby in the Maximum Allowed Lobby Art/Exhibit Display Lighting Wattage table. Assign a corresponding Lobby to each lighting fixture type defined in the Proposed Lobby Art/Exhibit Display Lighting Wattage table. The total Retail Display and Lobby Art/Exhibit Display gross interior areas entered in the LTG -INT -DISPLAY worksheet may not exceed the total Retail Sales and Lobby Art/Exhibit Display gross interior areas entered in the LTG -INT -SPACE worksheet. Exterior LTG Provide square -foot surface area, perimeter linear feet, or number of items for each Surface Type in the Tradable and Non - Tradable Maximum Allowed Lighting Wattage tables using the drop down menus. Assign a Surface using the drop menu for each exterior lighting fixture type defined in the Tradable and Non -Tradable Proposed Lighting Wattage tables. Printing The forms should print on any printer supported by your operating system. You will need to have the following TrueType fonts installed under Windows: Arial, Times New Roman, Courier New and Wingdings. These are all standard Windows fonts. • If you are losing form details when printing, you may have a shortage of printer memory. Try printing problem pages individually. By default, only the active worksheet is printed. To print more than one worksheet at a time, open your print set-up menu and select either the page range you wish to print or Entire Workbook. Forms (worksheets) in a workbook may not be deleted because the file is locked. Blank Forms To print blank forms, delete all of the heading information at the beginning of LTG -SUM. For less than 50% alterations, select the Calculation area in the LTG -INT -SPACE form before printing. For each radio button group there is a button labeled "Clear." Clicking this button will clear the other buttons so that they will print as empty circles. The "Clear" button will not print. End of Instructions for Electronic Forms Interior D p!ay Lighting - Space -by -Space ,... • 20 LTG -NT -DISPLAY ateEnergy Code Compliance Form for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 eneraarea71 trnp, may be entered in this table. Revised July 2016 Prolkft thekobby irrAitillikgiaaialiklEmethis automatically entered in LTG -INT -SPACE. Date 7/1/2016 General Note - In Lobby areas, an additional wattage allowance is permitted for lighting installed specifically for the purpose of highlighting art and exhibits. Only Lobby areas with eligible display lighting may use this additional allowance. Proposed display lighting for each Lobby area may not exceed this allowance. Maximum Allowed Lobby Art/Exhibit Display Lighting Wattage For Building Department Use Lobby Area NOTE s Lobby Description including (plan # & room #) Gross Interior Area in ftz Maximum Display Watts Allowed Per Area NOTE o Proposed Display Lighting Total Per Area NOTE 11 Total Lobby with Display Area Total Lobby Art/Exhibit Display Allowance NOTE 13 Proposed Lobby Art/Exhibit Display Lighting Wattage NOTE12 Lobby Area Location (plan #, room #) Fixture Description NOTE 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Total Lobby Art/Exhibit Proposed Display Watts e luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage 50wetts3ineal foot, or enter the wattage limitof permanent current limiting device. Note 7 - Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not alloyed under the Building Area Method compliance path. Note 8 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building or July 21, 2017 City of Tukwila Allan Ekberg, Mayor Department of Community Development GLORIA CHIEN 1420 NW GILMAN BLVD #2343 ISSAQUAH, WA 98027 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0177 SAFARI - 2867 SOUTHCENTER MALL Dear GLORIA CHIEN, Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had'direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, • signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Any final document must contain the seal/stamp, signature, and date of signature of the licensee who prepared or directly supervised the work. The plan sheets do not have signature date of the licensed design professional. Provide plans with all sheets to include the date with the signature of the design professional. At least one set shall have original wet signatures. 2. The engineers document providing the code reference I can concur with except where specified in code section IBC "424.5 Area limits, Children's play structures shall be not greater than "300 square feet in area", unless a special investigation, acceptable to the building official, has demonstrated adequate fire safety." As I interpret that section, regardless of the height, this play area exceeds 300 square feet. The concern are the materials (foam, plastics and other similar materials) for the play area to comply with the. Type II construction. A special fire investigation/analysis from a fire protection engineer is required per 424.5. The other separation, egress, flame spread, class I, class A, NFPA 701, NFPA 289, ASTM E1354, and NFPA 253 provisions of IBC section 424 are also applicable. Provide the engineers analysis documentation for verification by the building official and plan reviewer to demonstrate adequate fire safety of the play structures to be constructed in a tenant space. 3. Show a drinking fountain either located within 300 feet of this tenant space or show a new drinking fountain provided. If space allows, one may be located on the north side of the new restroom. Drinking fountain shall comply with accessible codes. (IBC 2902.5.1 & 2009 ANSI 602) 6ann.cnuthrontor Rnulovnrd .c,;t, liln/l . 7'.,4.,d1., 0911212 _ Inc 43, 3t -ii - n_ insA,1 0 4. Show the accessible bathroom sign sheet A5.1 #F to be minimum 18" wide. All interior and exterior signs depicting the International Symbol of Accessibility shall be white on a blue background. (2009 ANSI 703.3.11 & 703.6.2) Note: In response to these corrections for this permit -plan -review, other corrections may be needed Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D17-0177 63OO.SnutheenterRn,j/pvar/l.S,Litp#100 • Tukwila Wnchinotnn 9R1RR. Ph.,,a lnx_d4t MM7n- c,..')nk A97 CEiifivti i COORD COPY. C' PLAN 1tEVIEW/ROUTING SLIP PERMIT NUMBER: D17-0177 DATE: 09/01/17 PROJECT NAME: SAFARI SITE ADDRESS: 2877 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Pen -nit Issued DEPARTMENTS: Bulllin'g Division Public Works 1 hA KO Fire Prevention Structural Planning Division ❑ Permit Coordinator U PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/04/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 10/03/17 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) CI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 QERMIT COORS COPY d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0177 DATE: 08/02/17 PROJECT NAME: SAFARI SITE ADDRESS: 2867 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: AtAL °''lf EP Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 08/03/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 08/31/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 HERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0177 DATE: 06/30/17 PROJECT NAME: SAFARI SITE ADDRESS: 2867 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ks Core Building Division blic Woks Fire Prevention Structural 1 IiLiu5 A)/A- Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/04/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 08/01/17 ❑ Approved with Conditions Denied (corrections entered in Reviews (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ` ! 1 Departments issued corrections: Bldg Fire 0 Ping El PW 0 Staff Initials: Oa 12/18/2013 PROJECT NAME: 5461(.1 SITE ADDRESS 1,..SV ( I rte 8 PERMIT NO: ORIGINAL ISSUE DATE: REVISION LOG REVISION 0 O. DATE RECEIVED STAFF INILS ISSUED DATE 1 STAFF INALS G 97() Summary of Revision: ,. 1,7 enk liQ 1 I k/uf 1 I Summary of Revision: Received by: .,.-.-�� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwiIaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:ng/3°//1 Plan Check/Permit Number: D17— 0' / ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # , after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name:'lfa.Vl Project Add 7 5o14 -h CQ t€ 4/ M Il ilt 2 8 6 7, r ' `1 ln/ ,g/8d Contact Person: Od n'ek. Phone Number: 06 -3 35--4-/99 Summary of Revision: at.eek RECEIVED CITY OF TUKWILA AUG 3 U 2017 PE FiiT C�GNTE Sheet Number(s): "Cloud" or highlight all areas of revision including ate Received at the City of Tukwila Pe Entered in TRAKiT on it Center by: I W:\Fermit Center\Templates\Forms Revision Submittal Formdoc Revised: August 2015 ton i� City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http//www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: &WW2 2.0/% Plan Check/Permit Number: D17-0177 ❑ Response to. Incomplete Letter # ® Response to Correction Letter # _1 -(deed Jv � 2/, ?v /9) ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # 111 111 Project Name: SAFARI Project Address: 2877 SOUTHCENTER MALL RECEIVED CITY OF TUKWILA AUG 0 2 2017 PERMIT CENTER Contact Person: G/ON 4 Chien Phone NumberL206, 335 _44/ Summary of Revision: GlrnIM f' = Thi i5 r&s /veil pe✓ phoxim ila?fo-rt.. 4* /Weft Ji.,/tAnneSekt- crYl 11,421/ -20/ C m 3 - P/ase. lzsubvi,'1te4 areh,Yee#i., h4- s&lP1j stets 5 -1490 -ed ern u7 3/ —, Zv/? . /4-0/ ftir — *,1& 07, /3, /7'' P/Um'inj — 4afe4't 7/24//7 " Cvmme c f 4. A-JIet. Johan he e14 will m 4yk en. siteetA 5,1 pe.✓ Phan -e Gc i ✓ l5Atenn, tri A1,1_ 1 , ) l Ala dke Aries ar,,e / ? feyreet 71/4 Xe -eibi*- Sheet Number(s): -9 — "Cloud" or highlight all areas of revision including date of rtolzi viision Received at the City of Tukwila Permit Center by: ig r§kil ❑ Entered in TRAKiT on C:\Users\Rachelle-R\Deskiop\Revision Submittal Form - D16-0305.doc Revised: August 2(115 J E M CONSTRUCTION INC 0 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing J E M CONSTRUCTION INC Owner or tradesperson Principals MILLER, JAMES E, PRESIDENT Doing business as J E M CONSTRUCTION INC WA UBI No. 601 770 782 29506 8TH AVE S ROY, WA 98580 253-843-2765 PIERCE County Business type Corporation Governing persons JAMES E MILLER LORI K MILLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor ..........................__.......__..._........._............. License specialties GENERAL License no. JEMCOI*033DD Effective — expiration 03/04/1997— 05/15/2019 Bond ................ CBIC Active. Meets current requirements. $12,000.00 Bond account no. SA7695 Received by L&I Effective date 03/19/2002 03/01/2002 Expiration date Until Canceled Insurance ........................ American States Insurance Co $1,000,000.00 Policy no. 01C12205496 Received by L&I Effective date 03/23/2017 04/16/2015 Expiration date 04/16/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601770782&LIC=JEMCOI*033DD&SAW= 8/30/2017 J E M CONSTRUCTION INC LSI Tax debts No L&I tax debts are recorded for this contraL r license during the previous 6 year period, but some i s 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 968,907-00 ................................. Doing business as J E M CONSTRUCTION INC Estimated workers reported Quarter 2 of Year 2017 "4 to 6 Workers" L&I account contact T2 / SUSAN BETTS (360)902.4828 - Email: BETT235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor.Strikes ................................................... No strikes have been issued against this contractor. Contractors not allowed to bid .._.........................._....._.................................................... No debarments have been issued against this contractor. Workplace safety and health 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=601770782&LIC=JEMCOI*033DD&SAW= 8/30/2017 GE\ERAL \OTES A BREVIAT ONS PROJECT TEAM s s. 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5)BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. „DTL 9. THE USE OF WORD PROVIDE SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS.PVC 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE SPECIAL CONDITIONS NOISY WORK TIMING OF WORK > INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF"RECORD"AS-BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECTS REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ACT -ACOUSTIC CEILING TILE ADJ -ADJUSTABLE MECH -MECHANICAL AFF -ABOVE FINISH FLOOR MEZZ -MEZZANINE ALT -ALTERNATE MFR -MANUFACTURER ALUM -ALUMINUM MGMT -MANAGEMENT MGR -MANAGER APC -ACOUSTIC PANEL CEILING APPROX -APPROXIMATE MIN -MINIMUM MIRR -MIRRORED ARCH -ARCHITECTURAL AV -AUDIO VISUAL MISC -MISCELLANEOUS M.R. -MOISTURE RESISTANT A/V -AUDIO VISUAL M/R -MOISTURE RESISTANT BLDG -BUILDING MTD -MOUNTED BOT -BOTTOM MTL -METAL B/S -BUILDING STANDARD CAB -CABINET (N) -NEW CL -CENTER LINE N -NEW CLG -CEILING N/A -NOT APPLICABLE CLNG -CEILING NIC -NOT IN CONTRACT CLR -CLEAR NTS -NOT TO SCALE COL -COLUMN OC -ON CENTER CONC -CONCRETE OFF -OFFICE CONE -CONFERENCE OPNG -OPENING DEMO -DEMOLITION OPP -OPPOSITE DEPT -DEPARTMENT OVHD -OVERHEAD P -PAINT DF -DRINKING FOUNTAIN DIA -DIAMETER PART -PARTITION DIFF -DIFFUSER PERF -PERFORATED DIM -DIMENSION PERIM -PERIMETER -DETAIL PERP -PERPENDICULAR DW -DISHWASHER PLAM -PLASTIC LAMINATE DWG -DRAWING PLWD -P-PLYWOOD L -EXISTING NL EE) -EXISTING PT -PRESSURE TREATED -POLYVINYL CHLORIDE EA -EACH QTY -QUANTITY EL -ELEVATOR ELEC -ELECTRICAL (R) -RELOCATED ELEV -ELEVATION R -RELOCATED EQ -EQUAL RA -RETURN AIR EQUIP -EQUIPMENT RCP -REFLECTED CEILING PLAN EXT -EXTERIOR REC -RECESSED FA -FIRE ALARM REF -REFRIGERATOR ECIC -FURNISHED BY CONTRACTOR, REV -REVISION OR REVISED INSTALLED BY CONTRACTOR REQ D -REQUIRED FD -FLOOR DRAIN REQMT -REQUIREMENTS FE -FIRE EXTINGUISHER RFG -REFRIGERATOR FEC -FIRE EXTINGUISHER CABINET RM -ROOM FF -FINISH FLOOR RO -ROUGH OPENING FFE -FINISH FLOOR ELEVATION RTD -RATED FIN -FINISH SCHD -SCHEDULE_ FLUOR -FLUORESCENT SF SQUARE FEET/FOOT FLR -FLOOR SHT -SHEET FM -FLOOR MOUNTED SIM -SIMILAR FO -FACE OF SM -SURFACE MOUNTED FOIC -FURNISHED BY OWNER,INSTALLED SPEC -SPECIFICATION(S) BY CONTRACTOR SPKR -SPEAKER FR -FIRE RATED/RESISTANT/RETARDENT SPKLR -SPRINKLER FTC -FURNISHED BY TENANT, INSTALLED SQ -SQUARE BY CONTRACTOR STD -STANDARD FT -FEET STL -STEEL FURR -FURRING STG -STORAGE FV -FIELD VERIFY STOR -STORAGE GIS -GOOD ONE SIDED STRL -STRUCTURAL G2S -GOOD TWO SIDED STRUC -STRUCTURAL GA -GAUGE SYMM -SYMMETRICAL GC -GENERAL CONTRACTOR TBD -TO BE DETERMINED GL -GLASS TEL -TELEPHONE OR TELECOM GWB -GYPSUM WALL BOARD TEMP -TEMPERED GYP -GYPSUM THK -THICKNESS _ TO -TOP OF HC HANDICAPPED HDW -HARDWARE TOS -TOP OF SLAB HM -HOLLOW METAL (STEEL FRAME) TYP -TYPICAL HORZ -HORIZONTAL UNO -UNLESS NOTED OTHERWISE HR -HOUR UON -UNLESS OTHERWISE NOTED HT • -HEIGHT UPS -UNINTERRUPTED POWER SUPPLY INCL -INCLUDED OR INCLUDING VCT -VINYL COMPOSITION TILE INFO -INFORMATION VERT -VERTICAL INSL -INSULATION W/ -WITH LAV -LAVATORY WC -WATER CLOSET LF -LINEAR FOOT WD -WOOD -MATERIAL -WATER MAXMATL MAX MUM W/I -W THHEATER MDF -MEDIUM DENSITY FIBERBOARD WM WALL MOUNTED W/O -WITHOUT TENANT: A MECHANICAL ENGINEER; LANDLORD/BUILDING MANAGEMENT: CHI CHIN WESTFIELD SOUTHCENTER MALL 7627 118 AVE SE 633 SOUTHCENTER PARKWAY NEWCASTLE WA 98056 TUKWILA, WA 98188 TEL 206.226.6382 TEL (T)847.779.4832 (C)773.372.0565 kin0080©hotmoil.com ATTN: EMILY YEE, TENANT COORDINATION EYEE©WESTFIELD.COM ARCHITECTUFWESIGN TEAM: ABOSSEIN ENGINEERING CORPORATION 2100 112TH AVE NE, SUFIS 201 BELLEVUE, WA 98004 TEL 425.462.9441 ATTN: ALEX ABOSSEIN, PE FIRE PROTECTION ENGINEER: ,t1 PRIMARY CONTACT - VIS DESIGNS AEGIS ENGINEERING 1420 NW GILMAN BLVD, #2343 13024 BEVERLY PARK RD, SUIT202v1, . �..v _ ISSAQUAH, WA 98027 MUKILTEO, WA 98275 TEL: 206.335.4199SENARTE ATTN: GLORIA CHIEN GLORIAC©VIS-DESIGNS.COM PERMIT REQUIRED FOR: TEL: 425.745.4700 ATTN: BRIAN THOMPSON, PE ELECTRICAL ENGINEER: PROJECT: WESTFIELD TRANSFORMATIONS ARCHITECTURE & CONSULTING 10907 SE 244TH STREET �,/ E. echanicat Iectdcal � DESIGN -BUILD BY G.C. REVISIONS """""'� Nochan ges shalt be made to the scope GENERAL CONTRACTOR: Of work without prior SOUTHCENTER MALL KENT, WA 98030 TEL: 253.520.6242 ATTN: DAVID SEELY TACARCHITECT©Q.COM Pumbin 0 Gas Pipini�C: City of Tukwila approval of TBD Tukwila Buildin Division Revisians will require a new Ian submittal q A bmiltal Y p and may �nCtudeadditional tan review fees. TENANT IMPROVEMENT 2800 SOUTHCENTER MALL , BUILDING DIVISION 1 TENANT SPACE 2867 TUKWILA, WA 98188 V I C I \ FY Y V A (NOT TO SCALE) P A I. E L 1 LEG H D E S C I P T I ; \ v'°1001 515:',uiSt sa fr �,,�� 4/rrenler Blvd,�7 6,191 s u e 5,N s° • '& N6, T, iA '+rr>s S153rd SI / 5753rd St o ', a. 5, eto'd ° ,N ,..Ps''''''249 'S°t,r1,j y "/`' rnivd ,, ro ' PARCEL No.: 920247-0010 LEGAL DESCRIPTION: WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL PGS 77-84 (AKA PARCEL A TUKWILA BSIP #L10-032 REC #20101021000765) V I S D e s I n S g 1420 NW Gilman Blvd., #2343 crystal springy Park '� Round n,kwtL, Pkwy r m ' GD 1 [cowling 0 C 0 i E S,, M Mj A R Y ° tl ° Issaquah, WA 98027 vvww.vis-designs.com J_ N &A.»usewent �`�%n sr r h_ °west(ialdsouu,centcr m PROJECT ADDRESS PER CITY OF TUKWILA PERMIT RECORD ( ) © 2017 All reproduction & intellectual property rights reserved �� " rt; N `"way ",,,,,,,. �' ` Strondcr(liv4 n Target° �- ,, sme) t NSITE "'"''`'' Bak., �Q �;�Ir��il!'" ''/ ��Ir�q '2600 0/1/ ti ,ndc t e y� (�� u �llll 'ITUKWILA, �� �, /////,1! �� v 11 '� LOCATION yulREFERENCE �!'':; SAFARI 1%+✓�S'(pIELp SOUTHCENTER MALL c SOUTH.CENTER MALL ��1�®CONSTRUCTION TENANT SPACE #2867 (SECOND FLOOR) . "" WA 98188 . ., Plan revier �, OVa IS SU to Quo and CODES: Ap roval01= �an8��u Of1li3$►pngTHESE WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER /REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS, APPROVAL BY PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH 0/ ,T© wParkway square v i �` �©ndoCillil@11tS d088 npf gut inELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS 2015 IBC, WAC 51-50 AMENDMENTS 6ifses t a Shopping ry' (I a center „ the violation of an 8d0�} EGARDED BY EITHER PARTY AS BEING NECESSARY 2015 IRCy N+ or ordinance. Receipt NORTH 2015 IMC, WAC 51-52 AMENDMENTSOg approved """`Y� OV®d Field Copy and 0 THEIR OPERATIONS, USE OF THE SPACE, AND TENANT EQUIPMENT AND SITE P LA \ (NOT TO SCALE) «� �'IlOnsl58Cknot�fed 2015 IFC, WAC 51-54Ap 9O 2015 IEBC By. r 2015 UPC, WAC 51-56 & 51-57 FURNISHINGS, URNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF 2014 NEC Date. C ,3,sr CONSTRUCTION, AUTHORIZED BY THE BUILDING �� v�,"-���� OWNER FROM THESE CONSTRUCTION DOCUMENTS, 2015 NFGC (NEPA 54) WAC 51-52 AMENDMENTS . p-. -- � -- -� !�r-- =------_~~ ___ '- :__:.,,�='• � ,1(s._ . j( ^` -`~-- -�-ti�_ SHALL BE INTERPRETED BY THE DESIGNER AS 2015 IECC, WAC 51-11C & 51-11R APPROVAL IN FULL OF THESE CONSTRUCTION ICC/ANSI 117.1-2009 City of Tukwila DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. CURRENT NEPA BUILDING DIVISION � �-�� t.-� �, $ a �;# Professional seal SITE AREA: 31.13 ACRES, MORE OR LESS (1,355,919 SF) I t �, h GROSS BUILDING AREA. 553,580 SF ,� ,�,. �,, ., 6388 REGISTERED .: '` _ =� ,(- `� ,rm. "� �r ARCHITECT t I • _ TYPE OF CONSTRUCTION TYPE IIB, UNPROTECTED NON-COMBUSTIBLEI� / li 4+ 'I �, , , e L I� 1 David Randall Seely t�-9 a, uL._a- �, � .• A t "self' EXISTING PARKING ®. 1 „ i`•- STATE OF WASHINGTON -'- • C �.,r y 4 PARKING SPACES PROVIDED TOTAL: 6,975 (NO CHANGE FOR THIS PROJECT) ►_-� I _ fifth c` -c' ►r - PARKING RATIO PER 1000 SF OF GLA)7/28/17 ( `.- ,� H v PARKING , 9 r 0, ACCESSIBLE REQUIRED: 20+1 FOR EVERY 100 OVER 1000 SPACES: 80 9 ACCESSIBLE PARKING PROVIDED (INCL. VAN ACCESS.): 94 Jurisdiction Approval #• # '""" E. -. r , .� a .� z 4 OCCUPANCY GROUP: r'° `�"`L �"`�� v / A .� PRIMARY MALL OCCUPANCY GROUP M, COVERED MALL (" W REVIEWED FOR r (PREVIOUSLY DESIGNED TO WASH. ST. BLDG CODE, 1966) + �.,emu INCIDENTAL OCCUPANCIES: ASSEMBLY A-3 AND GROUP B CODE COMPLIANCE -� T A+PhI�OVED ►0---, L r---7---.----7----7-1-- ai. PREVIOUS T.I. USE: GROUP M RETAIL t, • ;' AUG 0 3 21017 i,- - - _1 *, oP,/q, `l,° .' '. �-. PROPOSED T.I. USE: GROUP A-3 D E F I I T I O \ S D VVU E \ S I O S "� E. I; �I, ,1919 ,` l�llllllll,iilWlll�/- TOTAL APPROXIMATE SUITE AREA: 3,813 SQUARE FEET ty of Tukwila ,�� r, �l� '���{i,h'o ECT APPROXIMATE AREA OF CONSTRUCTION. 3,813 SQUARE FEET A. DEFINITIONS: -I i,ailu,r, �/11''r ,� r, BUILDING DIVISIOt 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: A � nom.. '` '�l'9,'�11�1hi.. jrC IOk` Project No: 17004t ELEVATION REFERENCE SYMBOL: DETAIL ID INDICATES FINISHED SURFACES TO ALIGN �ti ::R j1IIIIII FIRE RESISTIVE SYSTEM: SPRINKLED PER NFPA13 QUICK RESPONSE HEADS A rL(1PW .mroKKa•n C A.2.1 D DRAWING TITLE BAR: - No. Description Date tti } ,. um�r . ,' rte'111 �J 4J b �1 D FIRE RESISTIVE CONSTRUCTION: r -"----J �'` l SHAFT ENCLOSURES: NO CHANGE LL/TENANT REVIEW 06.26.17ill �� t4.. � - �y � - j EXIT STAIR ENCLOSURES: NO CHANGE DETAIL IDENTIFICATION SHEET N0. � � � PERMIT SET 06.26.17 . , - � � w _ CORRIDORS: NO CHANGE B / DRAWING TITLE / SECTION REFERENCE SYMBOL: ff TITLE O '-'} ', �`' p -- / \ REVISION BID SET 07.13.1 7 .,,.,,.�, '� _ I. '� I t' _� '© PROJECT DESCRIPTION: CITY COMMENTS 07.13.17 *r .�,, - !,!, -mom NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, 3 REVISION 07.219.17 ` �- DETAIL ID 0L( -LI " 6" 11' „ FINISHES. e ADDENDUM 07.25.17 E ( `� A.9.1 SHEET NO. FLOOR DETAIL REFERENCE SYMBOL: GRAPHICAL SCALE ELEVATION SYMBOLS: 92'o' +1'-0" NOMINAL FLOOR NORTH T\ T SPACE LOG VII I O\ (NOTSECOND TO SCALE)FLOOR INDE ®� tl tl `n/ I\ G I I �i ®� CIT OF TUKWJ-LA 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANSARCHIT 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL,'t.. UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. 8. "ARCHITECT" IN DRAWINGS REFERS TO THE PRIMARY CONTACT ON THE ARCHITECTURAL DESIGN TEAM, VIS DESIGNS. ls,Nl�NNN "-DETAIL ID ELEVATION HEIGHT (ABOVE/BELOW) - -c CD CS) �' c cN v. N ,UG 0 2 2011 ' N cV L�rnRE�r� PE MIT CENTER A.6.1 BUILDING SPACE / ROOM ID: SHEET NO. OFFICE 20 0 0 0 0 0 0 0 0 0 0 G1 COVER SHEET / PROJECT INFORMATION - SPACE NAME 0 0 0 0 0 G2 CODE SHEET/LANDLORD'S NOTES Drawn by: GC Reviewed by: GC, 101127 - SPACE NUMBER macys 0 0 0 0 0 PARTITION TYPE -P DOOR SYMBOL: NORDSIROM G3 PROJECT NOTES l L ®®®®® DEMOLITION TION PLAN FLOOR PLAN GRID LINE SYMBOL - DIMENSION LINE \ A 20'-O" Q o o ucPeriney 0 0 0 0 0 A4.1 REFLECTED CEILING PLAN / POWER & DATA PLAN COVER SHEET 0 0 0 0 0 CEILING DETAILS 0 0 0 0 0 A5.1 RESTROOM PLAN & DETAILS PROJECT INFORMATION r , I n 0 0 0 0 0 FIXTURE MOUNTING HT. / FIXTURE SCHEDULE DOCUMENT SHEET SYMBOL: E, 0 0 0 0 0 0 A9.1 FINISH PLAN / SPECIFICATIONS / FLOOR TRANSITION DETAILS 000000 A10.1 ENLARGED PLAN / INTERIOR ELEVATIONS R �. TILLP4 0- KEYED SHEET NOTES -_SEARS f� s 1-----1t rti lV / 0 0 0 0 0 A11.1 MILLWORK DETAILS / FINISH DETAILS (3-1111 O COLUMN 1 G1 GLAZING SYMBOL REVISION NUMBER `i /�� t rik 0 0 0 0 0 Al2.1 DOOR & RELITE TYPES & DETAILS / HARDWARE GROUP 4--,.. ' �� „ 0 0 0 0 0 ..TR# Al2.2 WALL TYPES & SECTIONS / FRAMING DETAILS .�` - •�•' NORTH MECHANICAL L ANGLE @ AT AL ALTERNATE NUMBER __ ;; 0 M1.0 FLOOR PLAN - HVAC -' '- t `w"'ROJECT M2.0 '"'"` �" ' '}r 0 SPECIFICATIONS - HVAC ,, 7 -LOCATION PLUMBING CENTERLINE PL -1 FINISH MATERIAL INDICATION I»nut IIIuluiliM,iltqi‘ 0 0 P1.0 FLOOR PLAN - PLUMBING 0 0 P2.0 SPECIFICATIONS - PLUMBING Original drawing is 24" x 36". Scale entities accordingly if reduced EXITING PLA\ SECO\D FLOOR LE /EL): ` /1 6" = 1 '" OCCUPANCY TYPES: 3/32" = 1 '—®" OCCUPANT LOAD PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 OPEN TO BELOW VALL CONCOURSE I 6388 REGISTERED D ACHITT David Randall Seely STATE OF WASHINGTON ROOM FUNCTION AREA FACTOR OCCUPANT LOAD ENTRY CHECK-IN AREA 70 SF 5 NET 14 PLAY AREA 2,730 SF 35 NET 78 PARTY ROOM 295 SF 15 NET 20 RESTROOMS 1 10 SF 50 2 Project No: 17004 No. Description Date LL/TENANT REVIEW 06.26.17 PERMIT SET 06.26.17 J y — — i.... 1. -RE-CGI-V-ED OF TUKWILA —103-0-2-2°17 CENTER Drawn by: GC Reviewed by: GC I \ . . (R)F.E. ` . �: i 1 ;1 i TOTAL OCCUPANT LOAD: 114 PEOPLE ____ __1_ -- — -'--' — — — _ i�ll�-- �' JCPenny (')FL 1 EXI I — l-�� MEANS OF EGRESS ? (1 p SAFARI — — \ I L�� ADJACENT TENANT I— — — — — i 1 I ............................. I.. I I I OCC. 1 1 I I ........................................ 1 IV l ........................... — ---------J FACTOR N \ 1 I : 35 I I I. ............ L ............. NUMBER OF PROPOSED OCCUPANTS: 114 (>50 AND <500) NUMBER OF EXITS REQUIRED: 2 MIN. EGRESS WIDTH REQUIRED: 44" TOTAL EXIT WIDTH PROVIDED: 2X36" = 72" MAX. COMMON PATH OF TRAVEL REQUIRED: 75' COMMON PATH OF TRAVEL PROVIDED: 58' MAX. EXIT ACCESS TRAVEL DISTANCE REQUIRED: 250'(W/ SPRINKLER SYSTEM) EXIT ACCESS TRAVEL DISTANCE PROVIDED: 142' I PROPOSED TENANT SPACE I COMMON PATH OF TRAVEL 0 r = ±58'—o" ACCESS TRAVEL DISTANCE LJ EXIT Ili EXIT FROM RESTROOM = ±142'-0" J� EXIT 1 YEA �NITlc. _ MINIMUM NUMBER OF REQ' $ TOILET E I XT. . n OCCUPANT LOAD = 114 PEOPLE 114/2 = 57 MEN AND 57 WOMEN REQUIRED: WATER CLOSETS LAYS 1 l fl "° EXIT EXTEIOR O D 0 00 ®`* OCC. FACTOR: (oR)F.E. MEN 1 PER 75 1 PER 200 WOMEN 1 PER 65 1 PER 200 PROVIDED: WATER CLOSETS LAVS ��� P�l- FACTOR: —BCC. ,1 50II \• 1 grc ii N �{ MEN 1 1 WOMEN 1 1 I p 0 "tn2 0 OUTDOOR d% PARKING NIP STRUCTURE NORTH L \ \DL, RD'S NOTES 3L 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK. LIGHT LEAKS FROM I'- p, ' CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE IN WRITING ALL PROPOSED I��:�:,.t-�' GENERAL LANDLORD NOTES1 _ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE SIGNAGE PRIOR TO INSTALLATION. WITH LANDLORD'S TENANT DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES 40' .� NM NMI .� lila ANIS .�, ' ' ' ' ' "' ' ' 'i' ' ' ' ' � i_. -3 ' B- & . ' ' ,5�,; �.i ' AND REGULATIONS. ALL CONTRACTORS SHALL OBTAIN A COPY FROM LANDLORD'S 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 1' .' u n aa area -. "ess, aa'2 —' TENANT COORDINATOR OR MALL FACILITIES MANAGER AND BECOME FAMILIAR WITH 1 _ u - , 3. GC TO INSTALL LANDLORD APPROVED RUBBER WATERPROOFING MEMBRANE UNDER THE I•( ' '\',', THE REQUIREMENTS CONTAINED WITHIN PRIOR TO START OF JOB_ WHERE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED E T ." Aa.1 . �J — LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE ��= BASE TO MIN. HT. OF 6 AFF, AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY ckr_1 STRICTEST INTERPRETATION SHALL APPLY. 2.TENANT IS REQUIRED TO PERFORM A .( ' ' ' C r ; INSIDE OF THE RETAIL SPACE AND UNDER THE ENTIRE FLOOR SURFACE IN ALL AREAS 1 _,. SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO COMMENCEMENT OF TENANT'S WHERE WATER IS PRESENT SUCH AS RESTROOMS AND SINK AREAS. SEE PLAN ON THE ID CONSTRUCTION. ANY VARIANCES BETWEEN THESE APPROVED PLANS,LANDLORD RIGHT. =�_...tr) I`.' • ;M _ , I RESPONSIBILITY OF I •PROVIDED LOD AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE E ,�+�{ 1 r' 1 1 . I` THE TENANT. ALL COSTS ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL 4. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED I E T. r r � , , * I F BE THE SOLE RESPONSIBILITY OF TENANT. 3. TENANT GC REQUIRED TO CONDUCT A AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL,.. ' � • PRECONSTRUCTION MEETING ATA MINIMUM 3 DAYS PRIOR TO START OF MAKE ALL CONNECTIONS TO UTILITY SERVICES PROVIDED. 1' S'/-1 CONSTRUCTION WITH FACILITIES MANAGER AND ABIDE BY ALL CURRENT"TENANT "TENANT CONSTRUCTION RULES AND 5. ELECTRICAL/TELEPHONE SHALL BE DESIGNED AND INSTALLED BASED ON THE FOLLOWING: CONTRACTOR SAFETY STANDARDS" AND iING REGIJLATIONS"AS ISSUED BY THE LOCAL CENTER MANAGEMENT TEAM. 4.BARRICADE 277 488 VOLT. THREE-PHASE FOUR WIRE, 60 CYCLE SYSTEM. ELECTRICAL SYSTEM SHALL / Ei7 BE DESIGNED IN ACCORDANCE WITH LANDLORD CRITERIA AS OUTLINED IN THE DESIGN S. — MO ` �. � ..S r— EX GRAPHICS REQUIRED TO BE INSTALLED WITHIN 48 HOURS OF BARRICADE INSTALLATION. GRAPHICS MUST BE APPROVED BY DISTRICT MARKETING MANAGERL MANUAL. / ELF" j ET MICHELLE GILES (MGILES(cWESTFIELD.COM 206-802-0048).5.TENANT GC REQUIRED TO 6. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER, H PROVIDE ONE FINAL SET OF DRAWINGS CONTAINING ALL COMMENTS INCLUDING WESTFIELD, CITY AND TENANT AS WELL AS WESTFIELD TC APPROVAL STAMP AND CITY PERMIT STAMP AT PRECONSTRUCTION MEETING AND MAINTAINED AT WORK SITE AT • // / -_., "il" 'Mm E FLOG -f !r ALL TNEs. 6.TENANT MUST MAINTAIN ACCESS, AS REQ'D, TO ALL UTILITY SYSTEMS SERVING THE BASE BUILDING OR ADJACENT TENANTS.7.ALL REUSED ITEMS/FINISHES ..�- . `" -ORE , EMERGENCY ILLUMINATION FOR BUILDINGS AND / REVIEWED FO CE 1 CODE COMPLIANCE MUST BE RETURNED TO LIKE NEW CONDITION. APPROVAL BY WESTFIELD2015 REQUIRED.8.NO ADDITIONAL SIGNAGE, GRAPHICS OR MERCHANDISE FIXTURES ARE DESIGN, DISPLAYED OUTSIDE OF IBC SECTION 1008 MEANS OF EGRESS DURATION OF ILLUMINATION (1008.3.2--1008.3.5) ILLUMINATION REQUIRED In the event of power supply failure in Rooms and spaces . \ � I N I H F LI O R PLA : APPROVED t I 3 2'97 PERMITTED TO BE AFFIXED TO OR ON THE APPROVED The means of egress serving a room or space shall be I illuminate r ' AUG THE PREMISES OR PLACED WITHIN OR ON TOP OF COUNTERS AND SNEEZE GUARDS an emergency electrical system shall automatically _ illuminated at all times that the room or space is occupied; all of the following areas: 1. Electrical equipment 2. Fire = WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDLORD_ ALL LANDLORD APPROVED SIGNAGE, PROMOTIONAL OR OTHERWISE, SHALL BE PROFESSIONALLY PRINTED AND MOUNTED. 9.WESTFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE rooms, illumination level shall be not less than 1 footcandle at the command centers, 3. Fire pump rooms, 4. Generator rooms, /— walking surface. 5. Public restrooms with an area greater than 300 square feet. City of Tukwila The power supply for means of egress illumination shall The emergency power system shall provide power fora i ; BUILDING DIVISION TAKE DOWN. TENANT GC TO SCHEDULE PRELIMINARY PUNCH WALK WITH WESTFIELD TC ONE WEEK PRIOR TO SCHEDULED BARRICADE TAKE DOWN. normally be provided by the premises' electrical supply. duration of not less than 90 minutes and shall consisr1 In the event of power supply failure in rooms and spaces that storage batteries, unit equipment or an on-site generator. require two or more means of egress, an emergency electrical Illumination level under emergency power, the lighti system shall automatically illuminate all of the following areas: facilities shall be arranged to provide initial illumination thEt 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. not less than an average of 1 footcandle and a minimurt*a In the event of power supply failure in buildings that require any point of 0.1 footcandle measured along the path of eg two or more means of egress, an emergency electrical system at floor level. shall automatically illuminate all of the following areas: 1. Illumination levels shall be permitted to decline to Interior exit access stairways and ramps. 2. Interior and footcandle average and a minimum at any point of RE THAT WATERPROOF �� �;i� BANE IS INTACT - ORM TESTING TO CONFIRM, T IN TACT; MUST INSTALL AT RPROOF h'1EIv1BRAN E UP �ItJ,gLL G"_ MUST INSTALL IN RESTROOM OF COOP; AND TRANSITION STRIP exterior exit stairways & ramps, 3. Exit passageways, 4. footcandle at the end of the emergency lighting time dura Vestibules at level of discharge, 5. Exterior landings and areas A maximum -to -minimum illumination uniformity ratio of 40 used for exit discharge. shall not be exceeded. A ion. to 1 CITY PERMIT 7 99 PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 V I S Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com © 2017 All reproduction & intellectual property rights reserved Professional seal 6388 REGISTERED D ACHITT David Randall Seely STATE OF WASHINGTON 7/28/17 Jurisdiction Approval Project No: 17004 No. Description Date LL/TENANT REVIEW 06.26.17 PERMIT SET 06.26.17 A REVISION 07.20.17 -RE-CGI-V-ED OF TUKWILA —103-0-2-2°17 CENTER Drawn by: GC Reviewed by: GC CODE INFORMATION LANDLORD'S NOTES G2 Original drawing is 24" x 36". Scale entities accordingly if reduced PROJECT \ DYES DIVISION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE VIS DESIGNS WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT VIS DESIGNS MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. MECHANICAL AND ELECTRICAL TO BE UNDER SEPARATE PERMIT. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DIVISION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. GC TO COORDINATE WITH BLDG MGMT FOR ANY DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. NOT USED 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND RELITE FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. PLASTIC LAMINATE: SHELF EDGING TO BE VINYL TO MATCH EXTERIOR LAMINATE FINISH. 6. PLASTIC LAMINATE: ALL EXPOSED CABINETS SIDES SHALL BE FINISHED IN PLASTIC LAMINATE TO MATCH CABINET FRONT. 7. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 8. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT/DESIGNER'S REVIEW. DIVISION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT/DESIGNER'S REVIEW. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITEC/DESIGNER'S REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, LEVER STYLE DOOR HANDLE AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 08810 - GLASS 1. ALL GLASS AT RELITE AND DOORS SHALL BE MIN. 1/4" TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT/DESIGNER BEFORE PROCEEDING WITH THE WORK. DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 09300 - TILE 1. ALL TILE SHALL BE INSTALLED PER ANSI A108.1 C-1999 CONTRACTORS' OPTION; INSTALLATION OF CERAMIC TILE IN THE WET -SET METHOD WITH PORTLAND CEMENT MORTAR OR INSTALLATION OF CERAMIC TILE ON A CURED PORTLAND CEMENT MORTAR SETTING BED WITH DRY -SET OR LATEX -PORTLAND CEMENT MORTAR. TILE SELECTION SHALL BE PER THE FINISH SCHEDULE. 2, ALL TILE SHALL BE SET WITH APPROPRIATE SUBSTRATE/UNDERLAYMENT SYSTEM FOR SITE CONDITIONS PER MANUFACTURER INSTALLATION REQUIREMENTS. ALL FLOOR TILE TO BE INSTALLED OVER ANTI -FRACTURE MEMBRANE 3. WHEN TILE OCCURS ON A VERTICAL SURFACE, APPROPRIATE SUBSTRATE/UNDERLAYMENT SYSTEM SHALL BE INSTALLED OVER OR IN LIEU OF DRYWALL FOR PROPER INSTALLATION. 4. GROUT SPECIFICATIONS - MFR., COLOR, CONTENT, SIZE, ETC. - SHALL BE PROVIDED PER THE FINISH SCHEDULE. 5. FLOORING TRANSITIONS AT WOOD SHALL VARY DEPENDING ON MATERIAL THICKNESS AND ADJACENT FLOORING MATERIAL, REFER TO DETAILS IN PLANS FOR SPECIFIC CONDITION. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 09640 - WOOD FLOORING 1. INSTALL WOOD FLOORING PRODUCT PER MANUFACTURER INSTALLATION GUIDELINES. REFER TO FINISH SCHEDULE FOR SPECIFIED PRODUCT. 2. WHERE PRODU7 IS INSTALLED OVER CONCRETE, CONTRACTOR TO PERFORM CONCRETE MOISTURE TESTING TO VERIFY THAT MOISTURE CONTENT MEETS MANUFACTURER INSTALLATION REQUIREMENTS FOR FINISH FLOORING SPECIFIED. IN ALL CASES, CONTRACTOR TO PROVIDE MOISTURE BARRIER OVER CONCRETE FLOOR PRIOR TO WOOD INSTALLATION. 3. FLOORING TRANSITIONS AT WOOD SHALL VARY DEPENDING ON MATERIAL THICKNESS AND ADJACENT FLOORING MATERIAL, REFER TO DETAILS IN PLANS FOR SPECIFIC CONDITION. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAM NG DIAGRAMS FOR ARCHITECT/DESIGNER'S REVIEW. 09900 - PAINTIN3 AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-E "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DIVISION XV - MECHANICAL 15400 - PLUMBING 1. PROVIDE SUPP_Y, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS V/ITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. 6. DESIGN -BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT/DESIGNER AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN -BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT/DESIGNER AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVERPLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUDRING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUDRING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER OR TENANT SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE ARCHITECT/DESIGNER BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN -BUILD PACKAGE TO ARCHITECT/DESIGNER FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER (Sc DATA DEVICES. REFER TO DESIGN -BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. DESIGNERS/ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT/DESIGNER AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING, CONFERENCE ROOMS AND COMMUNITY GATHERING ROOMS SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT/DESIGNER AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 vis Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com © 2017 All reproduction & intellectual property rights reserved Professional seal 6388 Zz REGISTERED ARCHITECT David Randall Seely STATE OF WASHINGTON 7/28/17 Jurisdiction Approval REVIEWED FOR CODE COMPLIANCE APPROVED AUG n a 2Q11 City of Tukwila BUILDING DIVISION Project No: 17004 No. Description Date LL/TENANT REVIEW 06.26.17 PERMIT SET 06.26.17 _RFCE VED CITY OF TUKWILA P TGENVTER Reviewed by: GC COVER SHEET PROJECT INFORMATION G3 Original drawing is 24" x 36". Scale entities accordingly if reduced 111--0 17 (E) MALL CONCOURSE 7 +2 { B� L 49 +39 (E) TILE TO BE REMOVED (E) CARPET TO BE REMOVED ON FLOOR I i L J ON FLOOR (1 7) TYP D06 1 1� D09 ami J r F +2z= - 1 (E) HALLWAY (A) DE V D08 OLITION PLAN 6' 12' 24' 1/8" = 1'-0" NORTH HALL 107 (( \ (�1) H ) 2-0" r (N) RESTROOM 103 L (E) MALL CONCOURSE CHECK-IN • (R)F.E. 7'-8" ±7'-5" FV 100 PLAY AREA 101 EQ (3) LOCATIONS 15'-4" 0 0 1 1'-2" EQ 103 ((RR)F,E 2'-1 IlIE o1 oast®LAI 104 (E) RESTROOM 104 --- 0 ELEC CLOSET 105 (B) FLOOR PLAN 12' 6' PARTY ROOM 102 II 102B 0 7 I (E) HALLWAY 0 oF.E. 106 24' 1/8" = 1'-0" NORTH NOTE TO GENERAL CONTRACTOR: n 1. THE INSTALLATION OF PLAY STRUCTURE (BY OTHERS) IS SCHEDULED TO BEGIN ON THE SECOND WEEK OF SEPTEMBER. GC TO COORDINATE WITH TENANT FOR SCHEDULED PLAY STRUCTURE INSTALLATION START DATE. 2. GC TO COMPLETE ALL DEMOLITION WORK AND TO FINISH FLOOR PATCH, REPAIR AND PREPARATION IN CHECK-IN #100 AND PLAY AREA #101 BEFORE SCHEDULED PLAY STRUCTURE INSTALLATION START DATE. 3. WALL PAINTING IN PLAY AREA #101 TO BE COMPLETED BEFORE SCHEDULED PLAY STRUCTURE INSTALLATION START DATE. PLAY STRUCTURE BY OTHERS - PERSPECTIVE VIEW LOOKING FROM THE NORTH-EAST TOWARDS SOUTH-WEST N.T.S. GENERAL NOTES LEGEND 1. REFER TO FLOM PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. REMOVE ALL FLOOR AND WALL FINISHES (EXCLUDE GWB) THROUGHOUT SUITE. 3. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 4. REMOVE ALL ABANDONED SCREWS, NAILS, ANCHORS, ETC. FROM EXISTING PARTITIONS THROUGHOUT SUITE. 5. REMOVE ALL UNEVEN BUMPS ON PARTITIONS AND FLOOR TO FLUSH WITH ADJACENT SURFACES THROUGHOUT SUITE. 6. REFER TO KEYED NOTES FOR CONSTRUCTION REQUIREMENTS. 7. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 8. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 9. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 10. PROVIDE PARTITIDN ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 11. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD. 12. NEW PARTITIONS ARE TO BE FLOOR TO CEILING PARTITIONS, UON. SEE FRAMING DETAIL SHEETS FOR MORE INFORMATON. 13. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 14. PATCH, REPAIR AND PREPARE EXISTING FLOOR TO BE LEVELED TO RECEIVE NEW FINISHES AS SCHEDULED THROUGHOUT SUITE. 15. PATCH, REPAIR AND PREPARE EXISTING PARTITIONS TO FLUSH WITH ADJACENT SURFACE AND TO RECEIVE NEW FINISHES AS SCHEDULED. 16. WHERE PENETRATIONS OCCUR IN GWB AS A RESULT OF REMOVAL OF SCREW/NAILS/ANHOR/OUTLETS, ETC., PATCH, FLUSH WITH ADJACENT CONSTRUCTION AND PREP TO RECEIVE NEW FINISHES AS SCHEDULED. 17. IF EXISTING FLOOR IS POST TENSION CONSTRUCTION OR PRESTRESSED HOLLOW CORE CONCRETE. SCAN FLOOR BEFORE ANY PENETRATIONS. GC. TO VERIFY AND COORDINATE WITH BUILDING MANAGEMENT. 18. LIFE SAFETY SYSTEMS: EXISTING BUILDING IS TYPE IIB, NON -PROTECTED BUILDING REQUIRING NON-COMBUSTIBLE CONSTRUCTION. COMBUSTIBLE BLOCKING AND MINOR USES CAN BE DONE PER IBC 2015 603. ALL FLOOR PENETRATIONS SHALL BE SEALED WITH 3M RATED FIRE BARRIER SEALANT CP 25WB+, INTUMESCENT FIRESTOP SEALANT, PER ASTM E 814 (UL1479), PER MANUFACTURER INSTALLATION GUIDELINES. 19. EXISTING SPRINKLER AND FIRE ALARM SYSTEMS TO REMAIN AS REQUIRED. GENERAL CONTRACTOR SHALL OBTAIN WESTFIELD MALL'S TENANT CONSTRUCTION MANUAL AND UTILIZE WESTFIELD'S SPRINKLER SUBCONTRACTOR TO MODIFY THE SPRINKLER SYSTEM. ALSO VERIFY IF WESTFIELD'S FIRE ALARM SUBCONTRACTOR SHALL BE USED TO MODIFY THE FIRE ALARM SYSTEM. 20. RELOCATE EXISTING SPRINKLER HEADS AS REQUIRED TO ACCOMMODATE NEW FLOOR LAYOUT. GENERAL CONTRACTOR SHALL VERIFY EXACT CLEARANCE FROM TOP OF PLAY STRUCTURE TO SPRINKLER HEADS. PROJECT WILL BE DESIGN -BUILD BY FIRE SPRINKLER SUBCONTRACTOR PERFORMING THE WORK. 21. RELOCATE SMOKER DETECTORS, FIRE ALARMS AND ALL OTHER LIFE SAFETY DEVICES AS REQUIRED TO ACCOMMODATE NEW FLOOR LAYOUT. PROJECT WILL BE DESIGN -BUILD BY FIRE ALARM SUBCONTRACTOR PERFORMING THE WORK. 22. MECHANICAL (HVAC) WILL BE SUBMITTED UNDER SEPARATE PERMIT DESIGNED BY A MECHANICAL ENGINEER. PROJECT PLANS TO UTILIZE EXISTING SUPPLY AND RETURN DIFFUSERS AND ADD A FEW MORE AS NEEDED UTILIZING EXISTING HVAC SYSTEM THAT CURRENTLY SERVE THE TENANT SPACE. GC TO VERIFY THE EXISTING HVAC SYSTEM WITH WESTFIELD MALL MANAGEMENT OFFICE. 23. ELECTRICAL WILL BE DESIGNED AND BUILT BY LICENSED ELECTRICIAN AND SUBMITTED UNDER SEPARATE PERMIT. GC/LICENSED ELECTRICIAN TO SUBMIT DRAWING PACKAGE TO ARCHITECT/DESIGNER FOR REVIEW PRIOR TO INSTALLATION. 24. PLUMBING WILL BE SUBMITTED UNDER SEPARATE PERMIT. 25. MECHANICAL AND PLUMBING ENGINEERS TO SUBMIT DRAWING PACKAGES TO ARCHITECT/DESIGNER FOR REVIEW PRIOR 10 INSTALLATION. 4q (m� L EXISTING CONSTRUCTION TO BE REMOVED - EXISTING STUDS, CONDUITS, J -BOXES, BRACKETS, BLOCKING, PERFORATED BOARD, ETC. TO BE REMOVED. EXISTING DEVICES TO BE REMOVED. WHERE REMOVED DEVICES OCCUR ON WALLS SCHEDULED TO REMAIN, PATCH WITH GWB FLUSH WITH ADJACENT CONSTRUCTION AND PREP TO RECEIVE NEW PAINT FINISH. I { EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION TO EXISTING APC, SEE K/Al2.2 (SIM) fXx x u X� x{ NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION, SEE DETAIL H/Al2.1 AND M/Al2.1 � � f ZA ZAPA NEW INSULATED 6" METAL STUD CONSTRUCTION TO EXISTING APC. SEE DETAIL L/Al2.2 NEW UNINSULATED PARTITION TO 6" ABOVE ACOUSTICAL CEILING AT ELEC. CLOSET #105, SEE KEYED NOTE AND DETAIL M/Al2.2 GLASS W/ FRAME NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS (WHERE OCCURS) EXISTING WALL MOUNT FIRE EXTINGUISHER TO REMAIN. RELOCATED WALL MOUNT FIRE EXTINGUISHER WESTFIELD SOUTHCENTER MALL TENANT LEASE OUTLINE. KEYED SHEET NOTES PRICING ALTERNATES SEE SHEET A9.1 FOR ALL ALTERNATE ITEMS (E) COLUMN, TYP. 9.84' PLAY STRUCTURE BY OTHERS (E) CEILING AT 12'-6" AFF FENCED PLAY AREA FOR TODDLERS BY OTHERS I �I PLAY STRUCTURE BY OTHERS ® WEST ELEVATION N.T.S. . 46'-1" I LOD LEASE OUTLINE DRAWING. C '2 00 I • ?RACE 3 A A 11 D06 DO8 D09 0 0 1• DEMO DOOR FRAME AND HARDWARE. GC TO VERIFY WITH BUILDING MANAGEMENT FOR STORAGE. REMOVE PORTION OF EXISTING PARTITION. SE FLOOR PLAN FOR DETAIL. REMOVE EXISTING POWER/DATA OUTLETS. REMOVE EXISTING EXPOSED METAL STUDS, RUNNERS, TRACKS, ELECTRICAL CONDUITS, J -BOXES AND ASSOCIATED ITEMS. REMOVE ALL ABANDONED EXISTING WALL BRACKETS, EXPOSED WOOD BLOCKING, PERFORATED BOARD, ETC. FROM EXISTING PARTITIONS. REMOVE EXISTING GRAB BARS. GC TO VERIFY WITH PROPERTY MANAGEMENT FOR STORAGE. EXISTING TRANSFORMER TO REMAIN. EXISTING ELECTRICAL PANEL TO REMAIN. EXISTING FIRE EXTINGUISHER TO BE RELOCATED. REMOVE (E) FRP ON WALLS IN THIS ROOM. (E) CASEWORK TO BE REMOVED. REMOVE ALL FLOOR AND WALL FINISHES (EXCLUDE GWB) THROUGHOUT SUITE. REPAIR DAMAGED GWB PARTITION TO FLUSH WITH ADJACENT SURFACE AND PREPARE TO RECEIVE NEW FINISHES. NOT USED. ELEC CLOSET NEW UNINSULATED PARTITION. SEE DETAIL M/Al2.2. CHILDREN'S PLAY STRUCTURE, RIDES AND FENCE BY OTHERS. TOP OF MAIN STRUCTURE 9.84 FEET. SEE C/A2.1 AND D/A2.1. NEW ADA COMPLIANT SINK (DESIGNED FOR PARALLEL APPROACH): PROVIDE ELKAY GOURMET 18 GA., 8-1/2" DEEP SINGLE BOWL SINK, MODEL LR2522 AND MOEN LEVEL SINGLE HANDLE HIGH ARC FAUCET 7594CSL CLASSIC STAINLESS OR APPROVED EQUAL. GWB SOFFIT. OPENING HT TO BE 8'-5" +/- AND FV TO MATCH (E) GWB SOFFIT ON EAST SIDE OF NEW PARTY ROOM ABOVE DOOR #106. SEE ELEVATIONS AND HEADER DETAIL E/Al2.2 PROVIDE TUBE STEEL INTERMEDIATE AND END SUPPORTS. SEE DETAILS. FILL IN OPENING AT (E) PARTITION ABOVE NEW DOOR #102B AS A RESULT OF LOWERING DOOR HT. GC TO VERIFY LEASE OUTLINE DIMENSIONS. IF ANY FIELD DISCPRENACIES, NOTIFY LANDLORD PROJECT MANAGER. MEMBRANE UNDER FLOOR FINISH MUST LAP UP PERIMETER WALLS UNDERNEATH BASE TO MIN. HT. OF 6" AFF. SEE LANDLORD'S NOTES AND PLAN ON SHEET G2 Y Y-1,w♦W1 NEW ADA COMPLIANT DRINKING FOUNTAINS: PROVIDE ELKAY BI -LEVEL WATER COOLER/DRINKING FOUNTAINS, VERSATILE. MODEL #EZSTL8LC CORING: GC TO LOCATE THE HOLES ON A FLOOR PLAN WITH EXACT DIMENSIONS AND SUBMIT A CORING PLAN TO LANDLORD AND BASE BUILDING STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. GC. TO SCAN PRIOR TO CORING AND COORDINATE WITH TENANT BELOW. GC TO VERIFY NEUTRAL PIER CONDITION PER F/A2.1 AND REPORT ANY DISCREPANCIES TO DESIGNER AND LANDLORD PRIOR TO ANY MODIFICATIONS. PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 © 2017 All vis Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com reproduction & intellectual property rights reserved Professional seal 6388 REGISTERED ARCHITECT �A David Randall Seely STATE OF WASHINGTON 7/28/17 Jurisdiction Approval REVIEWED FOR CODE COMPLIANCE 1}� APPROVED AI�GOSl�011 City of Tukwila BUILDING DIVISION - CONTRACTOR VISION CONTRACTOR TO VERIFY ALL DIMENSIONS W/ THE LOD IF ANY DISCREPENCIES ARISE, CONTRACTOR HAS 24 HOURS TO INFORM LANDLORD, NO PROJECTIONS BEYOND THE LEASE LINE NORTH LEASE OUTLONE DRAWING N.T.S. A DEMISING WALL TENANTADJACENT SPACE I y SPACE LEASE LINE AND BUILDLINE 112' CLEAR ADOIIZE4 ALUM. REVEAL BY TENANT. NO EXPOSED FASTENERS MALL NEUTRAL PIER TYPICAL NEUTRAL PIER A N.T.S. l�1 Project No: 17004 No. Description Date LL/TENANT REVIEW 06.26.17 PERMIT SET •EVIS ON BID SET 06.26.17 A 13.17 � r © CITY COM ENTS 07.13.17 • w W w REVISION /4\ ADDENDUM 07. 07.20.17 07.25.17 RECEIVED CITY OF TUKWILA ASG 0 22017 PER DrawnMIT by: G ENTER Reviewed by: GC DEMOLITION PLAN FLOOR PLAN A2.1 Original drawing is 24" x 36". Scale entities accordingly if reduced 0 ALANDLORD'S NOTES: ALL EMERGENCY AND EXIT LIGHTING IN FRONT OF HOUSE MUST HAVE RECESSED BASE - NO SURFACE MOUNTED CUT SHEETS OF ALL LIGHTING FIXTURES IN FRONT OF HOUSE MUST BE SUBMITTED TO LANDLORD FOR APPROVAL IF USED - SPEAKERS SHOULD BE RECESSED - NOT SURFACE MOUNTED IF USED - NO FREESTANDING CAMERAS WILL BE ALLOWED IN THE SALES AREA - MUST BE RECESSED INTO WALL, ETC. (E) MALL CONCOURSE A,(E)±9'-10" FV (E)±10'-0" CHECK—IN FV (E) MALL CONCOURSE N/+132 CEILING LEGEND - LIGHTING WALL N OUNTED DEVICES SYMBOL DESCRIPTION/SPEC 0 EXISTING RECESSED CAN LIGHT TO REMAIN. SYMBOL DESCRIPTION \N /+44 N/U N/UC CHECK—IN EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. NEW GWB CEILING BELOW (E) APC CEILING LEGEND - SYMBOL 'LAY AREA PLAY AREA 101 (N) RESTROOM L N PARTY ROOM (N) RESTROOM o F.E. (E)±12'-6 (E) HALLWAY 106 (E) HALLWAY (E) RESTROOM 104 ELEC CLOSET 105 REFLECTED CEILING PLAN 0 6' 12' 12 GA. BRACING WIRE WITH MIN. 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE—TYP. A 24' 1/8" = 1'-0" 12 GA. VERTICAL HANGER WIRE © 4'-0" EACH WAY WITH MIN. 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE (E) RESTROOM 104 NORTH SEISMIC COMPRESSION STRUT CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CCROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SECTION 1621 MINIMUM STANDARD PER SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH CITY OFFICIALS. APC SEIS VIC SUSPENSION DETAIL N.T.S. ELEC CLOSET 105 POWER AND DATA PLAN 6' 12' 24' PARTITION AS SCHEDULED (E) CEILING WHEN OCCURS N 1/8" = 1'-0" DIAGONAL BRACE TO STRUCTURE ABOVE 3/4" ,11 11111111 1111111111111111111111 2" HANGER WIRE MAIN RUNNER T—BAR A TWO ADJACENT FREE ENDS ACOUSTICAL PANEL CLG NORTH N/a,b,c,d... DESCRIPTION NEW RECESSED CAN LIGHT. 0N SPEC: TO MATCH EXISTING OR N = NEW APPROVED EQUAL. EXISTING SPRINKLER FOR REFERENCE ONLY, NOT FOR DESIGN INTENT. EXISTING SPEAKER FOR REFERENCE ONLY, NOT FOR DESIGN INTENT. EXISTING HVAC FOR REFERENCE ONLY, NOT FOR DESIGN INTENT. CONTROLS EXISTING SWITCH LOCATION TO REMAIN (WHERE INDICATED, LOWER CASE LETTER DESIGNATES SWITCHING CIRCUIT — MODIFY EXISTING CIRCUITRY AS NECESSARY) NEW SWITCH LOCATION (WHERE INDICATED, LOWER CASE LETTER DESIGNATES SWITCHING CIRCUIT) GENE -AL SHEET NOT REFER TO KEYED NOTES FOR CONSTRUCTION REQUIREMENTS. ES ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES. REFER TO DESIGN—BUILD ELECTRICAL DRAWINGS AND DESIGN—BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN—BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. UNLESS NOTED OTI-ERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SNGLE COVERPLATE. ALL DEVICES AND COVER PLATES TO MATCH SUITE STANDARD COLOR. EXISTING CEILING GRID AND TILES TO REMAIN THROUGHOUT, UON. REPAIR OR REPLACE ANY TWISTED, BENT, OR DAMAGED SECTIONS OF GRID AND FILL ALL HOLES WITH COLOR MATCHED PUTTY THROUGHOUT TO AS—NEW CONDITION. REPLACE, UP TO 15% OF EXISTING ANY SOILED, STAINED, OR DAMAGED CEILING TILES THROUGHOUT TO AS—NEW CONDITION AND REARRANGE TILES FOR UNIFORM APPEARANCE IN EACH ROOM. EXISTING LIGHTING -0 REMAIN THROUGHOUT WITH MINOR MODIFICATIONS TO ACCOMMODATE NEW ROOM LAYOUT, UON IN KEYED NOTES. CO!1TRACTOR TO REPLACE ANY DAMAGED LIGHT FIXTURES AND RE—LAMP LIGHT FIXTURES AS NECESSARY TO MAINTAIN CONSISTENT LAMP TEMPERATURE TO MATCH BUILDING STANDARD AND CLEAN ALL FIXTURE LENSES THROUGHOUT. inQN/# ■::i •L i N/# N/# N/# KDN/# F_63,N#A EXISTING DEVICES TO REMAIN NEW DUPLEX OUTLET (WHERE INDICATED, # DENOTES MOUNTING HEIGHT IN INCHES) NEW QUADRUPLEX OUTLET (WHERE INDICATED, # DENOTES MOUNTING HEIGHT IN INCHES) NEW DEDICATED DUPLEX OUTLET (WHERE INDICATED, # DENOTES MOUNTING HEIGHT IN INCHES) *CONFIRM ANY SPECIALTY OUTLET CONFIGURATIONS (I.E. NEMA) WITH TENANT NEW VOICE & DATA COMBINATION OUTLET (WHERE INDICATED, # DENOTES MOUNTING HEIGHT IN INCHES) NEW JUNCTION BOX IN WALL FOR POWER CONNECTION TO STOREFRONT SIGNAGE ABV ENTRANCE DOORS EXISTING THERMOSTAT LOCATION — SHOWN FOR REFERENCE ONLY, NOT DESIGN INTENT NEW SPECIALTY OUTLET (WHERE INDICATED, # DENOTES MOUNTING HEIGHT IN INCHES) *CONFIRM VOLTAGE AND ANY SPECIALTY OUTLET CONFIGURATIONS (I.E. NEMA) WITH TENANT FLOOR V OUNTED DEVICES NEW FLUSH MOUNT FLOOR DUPLEX OUTLET — COORDINATE EXACT LOCATION WITH TENANT AND TENANT'S EQUIPMENT VENDOR. FLOOR DEVICE SHALL BE AN ALL—IN—ONE POKE THROUGH DEVICE, PVISC. NOTATION N DENOTES A NEW DEVICE ABV DENOTES DEVICE OR EQUIPMENT ABOVE CEILING UC DENOTES UNDER COUNTER GFI DENOTES GROUND FAULT INTERRUPT CIRCUIT KEY .D S 6.09 EET NOTES LOCATIONS OF ALL LIGHT FIXTURES, SPRINKLER HEADS, HVAC DIFFUSERS AND RETURNS, ALARMS, SMOKE DETECTORS AND OTHER CEILING DEVICES AND COMPONENTS SHOWN ON REFLECTED CEILING PLAN ARE FOR REFERENCE ONLY. ENGINEERS AND GC TO FIELD VERIFY BEFORE DESIGNING AND CONSTRUCTION. RELOCATE/MODIFY SPRINKLER PIPES AND HEADS, MECHPNICAL DUCTWORK AND ALL CEILING DEVICES, SUCH AS FIRE ALARMS, FIRE STROBES AND SPEAKERS/ l \ WHERE CONFLICT WTH NEW LIGHT LAYOUT AND NEW WALLS/PARTITIONS. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 10. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO VIS DESIGNS FOR ALL FIXTURES DESIGNATED AS NEW. 11. ALL ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS ARE UNDER SEPARATE PERMIT AND PREPARED BY OTHERS. 12. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 13. ALL OUTLETS SHOWY ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. ALL DEVICES AND COVER PLATES TO MATCH BUILDING STANDARD COLOR. 14. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANT'S FURNITURE VENDOR. 15. GC TO VERIFY IF EXISTING APC CONSTRUCTION MEETS CURRENT CODE REQUIREMENTS FOR SEISMIC BRACING AND OTHER SAFETY CON�ERNS AND UPGRADE IF NOT ALREADY MET. GC TO COORDINATE WITH BLDG MGMT. e PO4 n m EXISTING APC TILE AND GRID AT ±12'-6" AFF TO REMAIN. REMOVE (E) ACOUSTICAL TILE AND GRID IN ELEC CLOSET. (E) ACCESS PANEL ON CEILING. (E) CEILING AND SOFFIT AT ENTRANCE AREA TO REMAIN. PAINT P-6. ILLUMINATED SIGN CONTROLLED BY TENANT'S TIME CLOCK AND ILLUMINATED DURING GENERAL OPERATING HOURS AS DEFINED BY THE LANDLORD. GC TO COORDINATE AND VERIFY WITH SIGNAGE MANUFACTURER FOR REQUIREMENTS. SEE ELEVATION. RUN PHONE AND DATA CONNECTION FROM MID SECTION OF EAST DEMISING WALL THROUGH SPACE ABOVE CEILING AND FURRED OUT COLUMN. PROVIDE CONDUITS FROM COLUMN TO SPACE UNDER NEW COUNTER. GC TO COORDINATE WITH TENANT FOR EXACT LOCATIONS. DRINKING FOUNTAIN POWER REQUIREMENTS AND MOUNTING HEIGHT PER MANUFACTURER SPECIFICATION. GC TO CONFIRM IF THIS OUTLET IS GFI AND WORKING PROPERLY. REPLACE WITH NEW GFI DUPLEX IF NOT ALREADY EXISTING OR WORKING. OPERATING SWITCH FOR PLAY EQUIPMENT (PALM TREE). RUN POWER CONNECTION FROM EQUIPMENT VIA FLOOR CORE TO (E) FURRED OUT WALL. GC TO COORDINATE WITH TENANT FOR POWER REQUIREMENTS. FLOOR CORE FOR PLAY EQUIPMENT (PALM TREE). GC TO COORDINATE WITH TENANT FOR POWER REQUIREMENTS. PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 VIS Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com © 2017 All reproduction & intellectual property rights reserved Professional seal 6388 REGISTERED ARCHITECT /e 3"" i David Randall Seely STATE OF WASHINGTON 7/28/17 Jurisdiction Approval REVIEWED FOR CC DE COMPLIANCE APPROVED EQ ,,,IPMENT LIST DLA\DLORD'S NOTES FOR HVAC WORK 1 THIS SUPERSEDES ANY AND ALL NOTES ON PLANS IN 2. GC TO REPAIR ANY EXISTING DUCTWORK REFERENCE TO LANDLORD'S WORK: NOT WITHSTANDING THAT IS DAMAGED OR BROKEN WITHIN THE ANYTHING TO THE CONTRARY WITHIN THESE PLANS AND SPACE OTHERWISE SET FORTH IN THE EXECUTED LEASE, THE TENANT ACCEPTS THE LEASE PREMISES AND ALL HVAC, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS "AS IS" AND THERE IS NO LANDLORD WORK. DIAGONAL BRACE TO STRUCTURE ABOVE HANGER WIRE MAIN RUNNER T—BAR A TWO ADJACENT FREE ENDS / IIIII11111111I1II11111111111,111110 ACOUSTICAL PANEL CLG WALL ANGLE WALL ANGLE PARTITION AS SCHEDULED L (E) CEILING WHEN OCCURS 2 REFRIGERATOR — TENANT PROVIDED, CONTRACTOR INSTALLED NEW ELECTRIC TANK—STYLE HOT WATER HEATER WITH METAL DRIP PAN (BY G.C.). SEE PLUMBING DRAWINGS SPEC. 3/4' 1/2 GRID SPACING MAX. TYP. TO BRACE WIRES. Xf . / ADDITIONAL CROSS RUNNERS WHERE 2' X 2' GRID OCCURS CROSS RUNNERS AT 24" O.C. —FIXED SIDE MAIN RUNNERS AT 4'-0" O.C. PLAN FREE SIDES RESTING ON 2" CLOSURE ANGLE 12 GA. VERT. HANGER WIRES AT 4'-0" O.C. MAX. TYP. 8" MAX OR 1/4 LENGTH OF CHANNEL AUG 032017 City of Tukwila giUILDING DIVISION 4 DIAGONAL BRACE WIRES ON 8' X 12' GRID NOTES: (AS REQ'D BY I.B.C. ASTM C 635 — 636) *SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. *SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. ELEVATION Project No: 17004 No. Description Date LL—TENANT REVIEW 06.26.17 PERMIT SET REVISION BID SET 06.29.17 3.17 CITY COMMENTS 07.13.17 REVISION ADDENDUM 07.20.17 07.25.17 RECEIVED CITY OF TUKWILA AUG H 2 2017 FiERMIT`C-E NT E Drawn by: GC Reviewed by: GC CEILING AREAS EXCEEDING 2,500 SF REQUIRES A BREAK VIA SEISMIC JOINT OR PARTITION. 2. VERTICAL STRUT: A STRUT FASTENDED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THE STRUT MAY BE STEEL STUD, BLACK IRON, EMT OR OTHER APPROVED EQUAL. (GOOD FOR UP TO 4'-0" HIGH). THE STRUTS SHALL BE PLACED IN 12'-0" X 12'-0" GRID WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. REFLECTED CEILING PLAN POWER & DATA PLAN APC WALL CONNECTION AT FREE END APC WALL CONNECTION AT FIXED END APC SEISV IC GRID SUSPENSION DIAL 3" = 1'-0"3" = ^ � � � V-0" N.T.S. 3" 6" 12" 3" 6" 12" A4.1 Original drawing is 24" x 36". Scale entities accordingly if reduced 45°V C°_ D x FIN. CLG. HEIGHT Jr 3/4" CLR - 4 DIAGONAL BRACE WIRES ON 8' X 12' GRID NOTES: (AS REQ'D BY I.B.C. ASTM C 635 — 636) *SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. *SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. ELEVATION Project No: 17004 No. Description Date LL—TENANT REVIEW 06.26.17 PERMIT SET REVISION BID SET 06.29.17 3.17 CITY COMMENTS 07.13.17 REVISION ADDENDUM 07.20.17 07.25.17 RECEIVED CITY OF TUKWILA AUG H 2 2017 FiERMIT`C-E NT E Drawn by: GC Reviewed by: GC CEILING AREAS EXCEEDING 2,500 SF REQUIRES A BREAK VIA SEISMIC JOINT OR PARTITION. 2. VERTICAL STRUT: A STRUT FASTENDED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THE STRUT MAY BE STEEL STUD, BLACK IRON, EMT OR OTHER APPROVED EQUAL. (GOOD FOR UP TO 4'-0" HIGH). THE STRUTS SHALL BE PLACED IN 12'-0" X 12'-0" GRID WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. REFLECTED CEILING PLAN POWER & DATA PLAN APC WALL CONNECTION AT FREE END APC WALL CONNECTION AT FIXED END APC SEISV IC GRID SUSPENSION DIAL 3" = 1'-0"3" = ^ � � � V-0" N.T.S. 3" 6" 12" 3" 6" 12" A4.1 Original drawing is 24" x 36". Scale entities accordingly if reduced 0 *NOTICE TO GC AND INSTALLER: 1. GC TO INSTALL THE DRINKING FOUNTAINS/WATER COOLERS BY USING THE PROPER MATERIALS PER MANUFACTURER RECOMMENDATION TO AVOID CREATING AN ELECTROLYSIS WHICH CREATES A METALLIC TASTE OR AN INCREASE IN THE METAL CONTENT OF THE WATER CAUSED BY GROUNDING THE EQUIPMENT TO WATER LINES THAT CREATES ELECTRICAL FEEDBACK INTO THE EQUIPMENT. 2. THE DRINKING FOUNTAINS/WATER COOLERS MUST BE CONNECTED TO THE WATER SUPPLY USING A DIE ECTRIC COUPLING. THE COOLER IS FURNISHED NON-METALLIC STRAINER WHICH MEETS THIS MENT. THE DRAIN TRAP WHICH IS PROVIDED INSTALLER SHOULD ALSO BE PLASTIC TO ��►PIETELY ISOLATE THE COOLER FROM THE BUILDING PLUMBING SYSTEM. Ep ACCESSIBLE DRINKING FOUNTAIN PLAN 0 1.5' 3' 6' I 416. AIL 1/2" = 1'-0" z w x� < 0 J 0 0 r7 CC 0 3-1/2" MAX FOR CHILDREN © BUBBLER, TYP. 15" MIN 15" MIN 5" MAX FOR ADULTS © BUBBLEF, TYP. J 0 -1 L') u 0 CJ • U � < 0 C ▪ Q < 0 M J _ FF. ACCESSIBLE ELEC DRINKING FOUNTAIN ELEV. 1.5' 3' 6' 1/2" = V-0" 5'-O" CLEARANCE 3'-0" MAX. TO DISP. OPENING 3'-4" TO VERT. GRAB BAR 4'- 6" 56" CLEARANCE AACCESSIBL€ RESTROO NORTH VI PLAN -#103 1.5' 3' 6' CCESSIBLE RESTROOM AN 1/2" = 1'-0" NORTH 104 1.5' 3' 6' 1/2" = 1'-0" z N (N2) P-4 ff P-3 (N8}-► (N5)(N6) D 0 N- 0 1'-6" (_) ACCESSIBLE RESTROO 1.5' EQ EQ 3' 0- r-- L V SV -1 ELEVATION 1/2" = 1'-0" 4'-6" MIN. 0 TYP. AMBULATORY TOILET STALL ELEV. 0 1.5' 3' 6' 1/2" = 1'-0" UNISEX RESTROOM IDENTIFICATION SIGN EACH RESTROOM ENTRANCE UNISEX RESTROOM ACCESSIBILTY SYMBOL SIGN SYMBOL © EACH RESTROOM ENTRANCE AND ROOMS WHERE SCHEDULED / /11.:7 (401 ig /Gat "ti 4/( r .l�• 51 ?(w -c btkJ -tb3 7D 0 U) ACCESSIBLE SIGNAGE ELEV.-UNISEX 0 1.5' 3' 6' 1/2" = 1'-0" GWB, PAINT AS SCHD 4'-0" AFF y EADED EDGES FOR CHILDREN'S USE 1/2"D X 2"H SOLID WOOD TRIM; PAINT. EASED EDGES AND SMOOTH SURFACES FOR CHILDREN'S USE SCHD PLAM WAINSCOT FINISH OVER 1/4" PARTICLE BOARD. COVED BASE AS SCHD. SEE A9.1 FOR /3\ DIFFERENT BASE MATERIAL AT SIM. CONDITION z ACCESSORY MOUNTING HEIGHTS u) 0 1.5 3' 16' 1/2" = 0'-0" A WATERPROOFING 6" UP WALL AND ON ENTIRE FLOOR SURFACE IN ALL AREAS WATER IS PRESENT. FF. WAINSCOT DETAIL AT RESTROONS 3/4" 1.5" 1'-0" = 1'-0" 3" LEGEND PLAM FINISH. SEE SPEC AND DETAIL GENERAL NOTES 1. PROVIDE BLOCKING IN WALL FOR GRAB BAR INSTALLATION. KEYED NOTES PLAM FINISH AND PAINTED WOOD TRIM WAINSCOT FROM TOP OF BASE TO 4-0" AFF. WAINSCOT TO BE FULL WALL LENGTH. SEE FINISH PLAN, SPEC AND DETAIL G/A5.1. K2 TOILET OPERATION LOCATION: ON THE SINK SIDE, NOT THE WALL SIDE. K3 (E) TOILET TO REMAIN 0 (E) FLOOR DRAIN TO REMAIN K5 (E) VERTICAL GRAB BAR TO REMAIN ACCESSORY SCHEDULE REVIEWED FOR COAPPRCE OVED AUG 03 2011 City of Tukwila BUILDING DIVISION ITEM MANUFACTURER DESCRIPTION BOBRICK HORIZONTAL TWO -WALL STAINLESS STEEL TOILET GRAB BAR 42"X54", #B-5897, 1-1/4" DIAMETER WITH SNAP FLANGE, SATIN FINISH BOBRICK VERTICAL STAINLESS STEEL GRAB BAR, #B-5806 X 18, 1-1/4" DIAMETER STRAIGHT GRAB BAR, SATIN FINISH BOBRICK TOILET SEAT -COVER DISPENSER, B-4221 CONTURA SERIES SURFACE -MOUNTED (N4) BOBRICK SURFACE -MOUNTED SANITARY NAPKIN DISPOSAL, #B-270 CONTURA SERIES BOBRICK SURFACE -MOUNTED TOILET TISSUE DISPENSER, #B-6867, SATIN FINISH STAINLESS STEEL. (N6) AMERICAN STANDARD ADA COMPLIANT TOILET. CADET 1.6 GPF RIGHT HEIGHT ELONGATED PRESSURE ASSISTED TOILET MODEL NUMBER(S): 2467.016. COLOR: WHITE (020) AMERICAN STANDARD ADA COMPLIANT SINK. MISSOURI WALL MOUNTED SINK MODEL NUMBER(S): 0436.004US. FINISH: WHITE (020) (N8 ) BOBRICK FIXED -POSITION TILT MIRROR. B-293 2436. (N9) AMERICAN STANDARD A (N10) KOALA �NI" � Ne^- ADA COMPLIANT FAUCET. MONTERREY WIDESPREAD BATHROOM FAUCET WITH FLEXIBLE UNDER -BODY MODEL NUMBERS 6500.270. FINISH: POLISHED CHROME (9,J VERTICAL CREAM BABY CHANGING STATION. MODEL #KB101-00. INSTALL PER MANUFACTURER RECOMMENDATIONS. 0 1 PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 V 1 s Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com © 2017 All reproduction & intellectual property rights reserved Professional seal 6388 Z.� . David STATE , / REGISTERED ARCHITECT , Randall Seely OF WASHINGTON 7/28/17 Jurisdiction Approval Project Na: 17004 No. Description Dote LL & TENANT REVIEW 06.26.17 PERMIT SET 06.29.17 A REVISION/BID SE 07.13.17 M© CITY COMMENTS 07.13.17 07.20.17 3 R ISI• A ADDENDUM 07.25.17 RECEIVED CITY -O F-TtJKW1 L A AUS 0 2 2017 GEN-TEIR PERMIT Drown by: GC Reviewed by: GC RESTROOM PLANS RESTROOM ELEVATIONS FIXTURE MOUNTING HT. A501 al 24" x 36". Scale entities accordingly if reduced /PRICING ALTERNATES PROVIDE SEPARATE ALTERNATE LINE ITEM DEDUCT FOR DOOR #101 (DOOR ONLY) AS A TENANT FURNISHED GC INSTALLED ITEM. GC TO PROVIDE DOOR POSTS AS INDICATED ON DETAILS. NOT USED PROVIDE SEPARATE ALTERNATE LINE ITEM DEDUCT FOR WAINSCOT MATERIAL AT OUTSIDE WALLS OF PARTY A ROOM. INSTEAD OF WOOD VENEER WV -1, PROVIDE PLAM OVER PARTICLE BOARD AND WOOD TRIM ON TOP. SEE DETAIL G/A5.1 AT SIM. CONDITION. PLAM TO BE WILSONART, PIONITE, FORMICA, OR NEVAMAR. WD -3 CHECK-IN 100 LEGEND A,NSUNE 1 HERE IS A SMOOM I HAM lO NE AEEN THE MALL FLOOR AND SALES FLOOR. ALL FINISHES MUST BE RUSH WITH CAE ANOTHER AND NO TRIPPING HAZARDS. UPS OF MORE THAN 1/16" AND SLOPES OF MORE THAN I/T PER FOOT ARE NOT ACCEPTED B-3 CT -1 INSTALLATION DIRECTION WALL GRAPHIC BY OTHERS. TYP. /4\. ALIGN W/ BASE ALL. AROUND A AFINISH SPECIFICATIONS SYMBOL BASE A B-2 MANUFACTURER SOLID WOOD BASE DESCRIPTION WALL TRIM LOCATION; ALSO SEE ELEVATION A10.1 FOR SPECIAL HEIGHT AT PARTY ROOM ADJACENT TO CASEWORK 4" HIGH STAIN GRADE SOLID WOOD BASE AT WOOD FLOORING. TRIMMED WITH SOLID WOOD AT EDGE. COLOR TO MATCH WD -1. TOP COAT ITH CO S C NV 10 ' RNIS I OMIT AS CPT -1 B-4 SCHLUTER DESIGNBASE-SL. 3-1/8" HIGH MATTE WITH COLOR COATED ALUMINUM BASE AND SEALING SLIP. SCHD BASE TENANT SUPPLIED FURNITURE. REFERENCE ONLY, TYP. rAUWALL GRAPHIC (REFERENCE ONLY) N.T.S. 04 P-1 P-6 PL -3 OF DOOR AND TRANSITION STRIP A MALL CONCOURSE (E) ENTRANCE DOOR TENANT SPACE (N) RESTROOM 103 (E) RESTROOM (E) TILE SCHLUETER RENO -EU METAL TRANSITION / WOOD FLOORING AS SCHEDULED EX ELEC CLOSET </ (E} 4 W v OaQq c) v N wCL 4 v a a 4 d a (E) CONCRETE FLOOR STRUCTURE THRESHOLD - TILE TO WOOD 1.5" PROVIDE RESILIENT TRANSITION STRIP (E) CONCRETE FLOOR 3" 6" = 1'-0" 6" OF DOOR AND TRANSITION STRIP DOOR WHERE OCCURS CARPET AS SCHEDULED a d 4 a d d a a a CARPET TO CONCRETE 0 1.5" 3" 6" d 4a EXISTING CONCRETE SLAB 6" = 1'-0" A FI SH FLOOR PLAN 12' 24' CARPET AS SCHEDULED 4 4 (E) HALLWAY 106 NORTH OF DOOR AND TRANSITION STRIP DOOR WHERE OCCURS -1 THRESHOLD - 4 4 4 Qa RUBBER REDUCER 4 1/8" = 1'-0" SHEET VINYL FLOORING AS SCHEDULED (E) CONCRETE FLOOR STRUCTURE CARPET TO SHEET VINYL 1.5" 3" 6" 6" = 1'-0" CARPET GC TO SUBMIT COLOR OPTION CUT SHEETS AND/OR SAMPLES FOR DESIGNER'S REVIEW PRIOR TO ORDERING. EXISTING CONCRETE EX SOLID SURFACE SS -1 SS -2 WILSONART WILSONART SHEET VINYL SV -1 //; / / / MANNINGTON EXISTING CONCRETE TO REMAIN HORIZONTAL SURFACES AT CHECK-IN COUNTERTOP. COLOR: BLACK ONYX MIRAGE 9092MG HORIZONTAL SURFACES AND BACKSPLASH AT PARTY ROOM COUNTERTOP COLOR: COCONUT OIL 9100GS SHEET VINYL FLOORING AND CONTINUOUS 6" COVED BASE. STYLE: MAGNA 6' HETEROGENEOUS SHEET. COLOR: ALABASTER. TRANSITION STRIP: RUBBER TRANSITION, COLOR TO MATCH B-1 PAINT P-1 SHERWIN WILLIAMS COLOR: SW6649 TANGO. EGGSHELL FINISH OVER GWB PARTITION AS INDICATED ON PLAN. P-2 BENJAMIN MOORE SEMI -GLOSS FINISH AT RELITE TRIMS, DOORS AND FRAMES OF DOOR #102A & 102B AND ALL WALL TRIMS AT PLAY AREA #101 AND PARTY ROOM #102. COLOR: 2112-20 BROWN SUGAR P-3 A BENJAMIN MOORE 1.) SEMI -GLOSS FINISH AT WAINSCOT TRIMS IN RESTROOMS #103 & 104, DOORS AND FRAMES OF DOOR #103, 104, 105 & 106. 2.) EGGSHELL FINISH OVER GWB PARTITIONS AS INDICATED ON PLAN. COLOR: HC -81 MANCHESTER TAN P-4 SHERWIN WILLIAMS GWB EGGSHELL FINISH. COLOR: 6673 BANANA CREAM LOCATION: RESTROOM WALLS CPT -1 SHAW FIELD CARPET TILE. STYLE: DISTRICT 5T208. COLOR: SHALE 08597. INSTALLED: DIRECT GLUE TRANSITION: SEE KEYED NOTES AND DETAILS P-5 SHERWIN WILLIAMS ACCENT PAINT GWB EGGSHELL FINISH COLOR: SW6500 OPEN SEAS LOCATION: PARTY ROOM WOOD FLOORING AND PANELING P-6 SHERWIN WILLIAMS 1.) FLAT FINISH AT CEILING IN RESTROOMS #103 & #104. 2.) EGGSHELL FINISH AT EAST GRAPHIC WALL - SUN ONLY (THE WHITE SEMI -CIRCLE). SEE A/A9.1. COLOR: SW7551 GREEK VILLA. WD -1 SHAW A HARDWOOD FLOORING PLANKS - CITY MAPLE, CA239. COLOR: GRAPHITE 27792. WIDTH: 5". TRANSITION STRIP: SCHLUTER STRIP; SEE DETAIL. P-7 SHERWIN WILLIAMS PAINT GWB EGGSHELL FINISH COLOR: SW6694 GLAD YELLOW WD -2 WD -3 VIRIDIAN RECLAIMED WOOD CONTACT: CHARLIE HOLLOWAY 503.468.3539 STICKWOOD OLD GROWTH DOUG FIR PANELING WALL COLLECTION, VERTICAL GRAIN. 3/4" THICK, 3-1/4" WIDE. INSTALLATION METHOD: DIRECT GLUE ON PLYWOOD SUBSTRATE. ADHESIVE: GC TO FOLLOW MANUFACTURER RECOMMENDATION AND ENSURE COMMERCIAL HIGH TRAFFIC GRADE ADHERENCE. SEE ELEVATIONS FOR DETAIL. LOCATION: CHECK-IN AREA. PRO BACK ADHESIVE. 1/8" THICKNESS, 5" WIDTH, 1' TO 4' H (VARIES), EUROPEAN OIL FINISH. PROVIDE STIKWOOD MATCHING ALUMINUM CORNER TRIMS. INSTALLATION METHOD: DIRECT GLUE ON GWB WALL. LOCATION: ENTRANCE WALL FACING MALL CONCOURSE PLASTIC LAV (NATE PL -1 A FORMICA PLASTIC LAMINATE VERTICAL SURFACES AT CABINETS LAMINATE COLOR: 3209 -MC, SOL. MICRODOT FINISH LOCATION: PARTY ROOM PL -2 WILSONART PLASTIC LAMINATE WAINSCOT COLOR: KALE LEAF, Y0351-60 LOCATION: RESTROOMS PL -3 FORMICA PLASTIC LAMINATE WAINSCOT LAMINATE COLOR: 2200 -MC, DARK CHOCOLATE. MICRODOT FINISH LOCATION: PLAY AREA AS INDICATED ON PLAN WD -4 WOOD LUMBER POST TO MATCH WD -2. GC TO SUBMIT SAMPLES TO DESIGNER FOR REVIEW PRIOR TO ORDERING PL -4 A PIONITE PLASTIC LAMINATE WAINSCOT COLOR: IRIS, SP409. SUEDE WOOD VENEER PANELING PL -5 n TBD (WILSONART, / \ PIONITE, FORMICA, OR NEVAMAR, ETC) PLASTIC LAMINATE WAINSCOT FROM TOP OF BASE TO 4'-0" AFF W/ WOOD TRIM. COLOR: TBD LOCATION: WEST WALL BY PLAM TREE RIDE AS INDICATED ON PLAN. WV -1 TBD WOOD VENEER OVER PLYWOOD SUBSTRATE. SPECIES AND STAIN TO MATCH WD -2 OR DESIGNER'S SAMPLE. GC TO SUBMIT MATCHING SAMPLES TO DESIGNERS PRIOR TO ORDERING. L- PL -6 TBD (WILSONART, PIONITE, FORMICA, OR NEVAMAR, ETC) PLASTIC LAMINATE WAINSCOT FROM TOP OF BASE TO 4'-0" AFF W/ WOOD TRIM. COLOR: TBD LOCATION: OUTSIDE WALLS AT PARTY ROOM. WINDOW TREATMENT PLAY STRUCTURE FLOORING WT -1 GYM -1 BY OTHERS GYM MAT PROVIDED AND INSTALLED BY PLAY STRUCTURE SUPPLIER - ON TENANT PROVIDED MEMBRANE OVER EXISTING CONCRETE SLAB. D CORNER TREAT HUNTER DOUGLAS EVERWOOD RENDITIONS - 2" HORIZONTAL FAUX WOOD BLIND AT PARTY ROOM RELITES COLOR: GOLDEN BROWN V ENT GYM -2 BY GC GYM FLOOR TRANSITION. ALLOW (10) IN +/- 1'-2" X 3'-6" SIZE RUBBER FLOOR TRANSITION AT ENTRANCES OF PLAY STRUCTURE. GC TO COORDINATE WITH TENANT FOR ACTUAL SIZES AND QUANTITY. GC TO PROVIDE CUT SHEETS FOR DESIGN'S REVIEW AND COORDINATE WITH DESIGNER FOR INSTALLATION METHOD. CT -1 STIKEOOD METAL CORNER TRIM AT WALL APPLICATION. SIZE TO MATCH WOOD THICKNESS. GC TO SUBMIT FINISH COLOR SAMPLES FOR DESIGNER'S REVIEW. PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 VIS Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com © 2017 All reproduction & intellectual property rights reserved Professional seal 6388 REGISTERED ARCHITECT David Randall Seely STATE OF WASHINGTON 7/28/17 Jurisdiction Approval REVIEWED FOR CODE COMPLIANCE APPROVED CARPET AS SCHEDJLED OF DOOR AND TRANSITION STRIP DOOR WHERE OCCURS AS SCHEDULED SCHLUTER SYSTEMS, DECO SERIES PROFILE, SATIN ANODIZED ALUMINUM FINISH OR APPROVED EQUAL WOOD FLOORING AS SCHEDULED J Q Q a a (E) CONCRETE FLOOR STRUCTURE THRESHOLD - CARPET TO WOOD 1.5" 3" 6„ 6" = 1'-0" CT -2 SCHLUTER QUADEC - CORNER TRIM AT CASEWORK APPLICATION. MATCH WOOD THICKNESS. GC TO SUBMIT FINISH COLOR SAMPLES FOR DESIGNER'S REVIEW. SHEET NOTES AUG 0321 City of Tukwita BUILDING DIVISION 1. REFER TO KEYED NOTES FOR CONSTRUCTION REQUIREMENTS. 2. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. PATCH AND PREPARE TO RECEIVE NEW FINISHES. 3. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 4. WHERE PENETRATIONS OCCUR IN GWB AS A RESULT OF SCREW/NAILS/ANHOR, ETC. FLUSH WITH ADJACENT CONSTRUCTION AND PREP FOR NEW PAINT AS SCHEDULED. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD. 7. REFER TO ARCHITECTURAL DRAWINGS FOR WALL FRAMING DETAILS 8. PATCH EXISTING CONSTRUCTION WHERE DEMOLITION HAS OCCURRED FLUSH WITH ADJACENT SURFACE AND PREP FOR NEW PAINT FINISH AS SCHEDULED. 9. GC TO SUBMIT ALL SPECIFIED ITEMS TO DESIGNER FOR REVIEW PRIOR ORDERING. GC TO SUBMIT CASEWORK SHOP DRAWINGS TO DESIGNER FOR REVIEW PRIOR TO MANUFACTURING. 10. REFER TO ELEVATIONS AND DETAILS. 11. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. REMOVAL, PATCH & DEVICES MOUNTED AKEYED SHEET NOTES ED NOT USED GC TO COORDINATE WITH TENANT FOR P-6 PAINT ON GRAPHIC WALL (EAST WALL) NOT USED SCHD PLAM FROM TOP OF BASE TO 4'-0" AFF WITH WALL TRIM. SEE G/A5.1 AT SIM. CONDITION. SEE G/A10.1 FOR ELEVATION. SEE F/A11.1 AND J/A11.1 FOR DETAILS. No. Description Date TENANT REVIEW LL -TENANT REVIEW 06.26.1 7 PERMIT SET 06.29.1 7 REVISION/BID SET REVISION A ADDENDUM 07.25.1 7 RECEIVED CITY OF TUKWILA AV; 11 2 2017 Drawn by: Gc Reviewed hy: GC FINISH PLAN SPECIFICATIONS DETAILS A901 (Via' drawing is 24" x 36". Scale entities accordingly if reduced 4 GC TO VERIFY NEUTRAL PIER CONDITION PER F/A2.1 AND REPORT ANY DISCREPANCIES TO DESIGNER AND LANDLORD PRIOR TO ANY MODIFICATIONS. TYP. ON BOTH SIDES OF TENANT SPACE. B-2 I *NOTE: WOOD VENEER WV -1 ON PARTY ROOM WALLS FACING PLAY AREA AND HALLWAYS: WOOD GRAIN DIRECTION TO BE VERTICAL (TOP -BOTTOM). 4' I 3/8" = 1'-0" 8' *NOTE: WOOD VENEER WV -1 AT CHECK-IN COUNTER BASE CABINETS: WOOD GRAIN DIRECTION TO BE HORIZONTAL (LEFT -RIGHT), TYP. ±2'-1 " FROM FACE OF COLUM FV. 6" RADIUS @ COUNTERTOP AND OPEN SHELVES BELOW CHECK-IN COUNTER PLAN NORTH 0 2' 4' 8' WD -2 WD 2 B-4 TYP 4PARTIAL HT WALL ELEV I- (E) COLUMN IN FRONT OF CABINETS 7'-10 1/2" 2'-4" 2'-3 1/4" l l WV -1 WV -1 N/ 2'-4 1/2" OPEN OPEN \ (2) EQ \ @ 4'-9" OPEN ADJ. SHEL', TYP CHECK-IN COUNTER WEST 2' 4' 3/8" = 1'-0„ 8' 2' (E) COLUMN WD -4 © POST • SEE DOOR SCHD WD -4 © POST (E) COLUMN; SCHD PANT ALL SIDES, TYP. SOLID SURFACE SS 1 / CT -2 SEE B/A11.1 t�� E DOOR SCHD OPEN WD 2 WV -1 PROVIDE DAMPER BUFFER. NO VISIBLE HANDLE r OR PULL X 0 1 w 0 CD w -H Z r ACHECK-IN COULTER NORHT MAGNET & METAL PALTE; SEE DOOR SCHD & DETAIL 1,-9" B-4 TYP ADJ. SHELF, TYP B-2 @ COLUMN, TYP \CHECK-IN COUNTER SOUTH 2' '-10" FOR REF. ±3- / 2'-7" 2'-0 3/4" (2) EQ @ ±4'-7 3/4" FIELD VERIFY 1'-6" CLR PER CODE /N CO u) REF. z CD J i /\ N P-7 SOLID SURFACE COUNTERTOP AND BACK SPLASH SS -2 n \ND PANEL, BOTH SIDES PL -1 z • PL -1 U 0 N P-2 OTR IM, J1. END PANEL, BOTH SIDES B-2 TYP 3'-2 1/2" 2'-6" 1-0" • L A11.1 \ PARTY ROO \ 0 2' 4' B2 11P PL -1 ADJUSTABLE SHELF, TYP. VIDE LOCK Vi CASEWORK E LEV. 8' 3/8" = 1'- 0" 2' 4' ANIMAL FOOTPRINTS: PAINT BLACK OVER WOOD TYP. GC TO COORDINATE WITH DESIGNER FOR SIZES. OUTSIDE CORNER TREATMENT, TYP. SEE A/A11.1 BUTT JOINT TO STOREFRONT GLASS FRAMES AND INSIDE CORNERS OF (E) GWB WALL, TYP. CT -1 STACKED WOOD PLANK SEE F/A9.1 WD -3 START INSTALLATION OF FULL WIDTH PLANKS FROM TOP OF BASE. TYP. SOLID WOOD BASE B 4 3/8" = 1'- 0" 8' 2' 4' 8' B-2 3/8" = 1'-O" 0 WV -1 0 N) • CT -2 SEE B/A11.1 (E) COLUMN WD -2 v UJ�`I cJ:\ DOOR POST BEYOND B-4 TYP 0 \ 0 CHECK-IN COUNTER EAST / ELE. AT HALL 107 38"= 1-0" — — 0 2' 4' 8' / P7 B-2 TYP SOFFIT P-7 P-3 2' 4' 8' 3/8" = 1'-0" P7 NEN OPENING HT TO MATCH EXISTING; SEE HEADER DETAIL EQ SEE RELITE SCHD & HEADER DETAIL EQ HALL 106 WV 1 TYP. ALL AROUND THE WALLS OF PARTY ROOM. EQ @ REVEAL EQ @ REVEAL PARTY ROO V WALL ELEVATION P 3 @ WALL TRIM. TYP. ALL AROUND THE WALLS OF PARTY ROOM. HALL 107 8' SIGNAGE BY OTHERS - REVERSE CHANNEL HALO LETTERS, 16"Hx3"D MAX. INDIVIDUALLY MOUNTED 1-1 /2" FROM FACE OF WOOD. 3/8" = 1'-0" Og c STOREFRONT ELEVATION •-1 F— —1 F— —1 F— —1 F— —1 F— —1 I II II II II II I LJ LJ LJ LJL_JLJ OUTSIp� TREAT v1: SEE TAI CORNER NT, TYP. 11.1 CT -1 8' 3/8" = 1'-0" B-2 / / / C REVIEWED FOR ODE COMPLIANCE APPROVED R Ahi603217 of Tukwila UILDING DIVISION bn o 7 PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 V 1 s Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com © 2017 All reproduction & intellectual property rights reserved Professional seal 6388 REGISTERED ARCHITECT i� �" David Randall Seely STATE OF WASHINGTON ! 7/28/17 Jurisdiction Approval Project No: 17004 No. Description Dote TENANT REVIEW 06.14.17 LL -TENANT REVIEW 06.26.17 PERMIT SET 06.29.17 /� / 1 REVISION/BID SET 07.13.17 © REVISION 07.20.17 A ADDENDUM 07.25.17 RECEIVED CITY OF— F-Kli Wtt 5 il G NV PERMIT CL -N -TEP Drawn by: GC Reviewed by: GC ENLARGED PLANS INTERIOR ELEVATIONS A1.0.1. Original drawing is 24" x 36". Scale entities accordingly if reduced (E) PARTITION (E) GWB SCHD WOOD FINISH WD -3 SCHD CORNER TRIM WIDER SIDE FACES CEILING AND RETURN OF WALL NARROWER SIDE FACES MALL CONCOURSE PLAY AREA #101 n SCHD WOOD FINISH WD 3 CORNER TREATMENT AT ENTRANCE WALL CT -1 MALL CONCOURSE 3/4" 1.5" REMOVE (E) GWB FOR INSTALLATION OF Z—CLIPS AND WOOD VENEER PANELS 1'-0" = 1'-0„ 3" (E) PARTITION (E) GWB, PAINT. SEE SPEC AND FINISH PLAN 4'-0" AFF EASED EDGES FOR CHILDREN'S USE 1/2"D X 2"H SOLID WOOD TRIM; PAINT; SEE SPEC. SEURE TO (E) STUDS. .): EASED EDGES AND SMOOTH SURFACES FOR CHILDREN'S USE WOOD VENEER PANEL ON 1/2" PLYWOOD. SECURE TO (E) STUDS WITH FRENCH CLEATS/Z—CLIPS © 6" O.C. PROVIDE SOLID WOOD BLOCKING AT ALL REVEALS; STAIN BLOCKING TO MATCH WV -1. SCHD BASE, SEE SPEC. FF. 0 (j) WOOD VENEER FINISH DETAIL ® SECTION 3/4" 1.5" 3" 1'-0" = 1'-0" CHECK-IN #100 SCHD WOOD FINISH WD -2 SCHD SCHLUTER CORNER TRIM SCHD CASEWORK WOOD VENEER WV 1 PANEL OVER 1/4" PYWD SUBSTRATE INSIDE OF BASE CABINET CORNER TREATY 3/4" 1.5" WOOD VENEER PANEL ON 1/2" PLYWOOD, SECURE PANELS TO STUDS WITH FRENCH CLEATS/Z—CLIPS © 6" O.C. PROVIDE SOLID WOOD BLOCKING AT ALL REVEALS; STAIN BLOCKING TO MATCH WV -1. SEE ELEVATION ENT AT CASEWORK CT -2 1/8" REVEAL TYP. // 3" SEE ELEVATION 1'-0" = 1'-0" PROVIDE METAL CORNER GUARDS AT ALL WOOD VENEER CORNERS, TYP. COLOR BLACK. WOOD VENEER FINISH DETAIL - PLAN 1'-0" = 1'-0" 3" 3/4" 1.5" A NOTE: PROVIDE 1/4" PYWD SUBSTRATE FOR WOOD VENEER PANELS AT ALL CABINET END PANELS REVEAL, PAINT BLACK A WOOD PLANK GLUED ON 1/4" MIN. PLYWOOD SUBSTRATE. WD -2 SEE PLAN 0 Q w w w SOLID SURFACE CONTERTOP W/ EASED EDGE AND PLYWOOD SUB—TOP PER FINISH SCHEDULE AND ELEVATIONS 4" WIRE PULL MELAMINE CABINET INTERIOR ADJ. SHELF W/ MELAMINE FINISH CABINET DOOR ON CONCEALED HINGES, WV -1 FINISH BOTH SIDES BASE AS SCHEDULED / FINISH FLOOR / ----- BASE CABINET AT CHECK-IN COUNTER 0 1-2" If 12" SEE ELEVATIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24" 18" TO 20" +/— COORDINATE WITH TENA\IT CD 0 CD 1-1/2" = 1'-0" CABINET DOOR ON CONCEALED HINGES, P—LAM FINISH BOTH SIDES ADJ, SHELF W/ MELAMINE FINISH 4" WIRE PULL FIXED SHELF W/ MELAMINE FINISH SHELF W/ PLAM FINISH PROVIDE 2" RADIUS AT EXPOSED CORNERS UNDER CABINET LIGHT FIXTURE MILLWORK SECTION AT PARTY ROOM 0 „ 12" 2'-1" 24" BACKSPLASH AS SCHD SEE ELEVATIONS 0 0 0 0 0 0 1-1/2" = 1'-0" SOLID SURFACE CONTERTOP W/ (, EASED EDGE AND PLYWOOD SUB—TOP PER FINISH SCHEDULE AND ELEVATIONS DRAWER W/ MELAMINE FINISH ON FULL EXTENSION SLIDES 0 0 4" WIRE PULL ADJ. SHELF W/ MELAMINE FINISH MELAMINE CABINET INTERIOR CABINET DOOR ON CONCEALED HINGES, P—LAM FINISH BOTH SIDES BASE AS SCHEDULED FINISH FLOOR BASE CABINET AT PARTY ROOM 0 6 12" 24 1-1/2" = V-0" NOTE: PROVIDE 1/4" PYWD SUBSTRATE FOR WOOD VENEER PANELS AT ALL CABINET END PANELS SEE PLAN REVEAL, PAINT BLACK WOOD PLANK GLUED ON 1/4" MIN. PLYWOOD SUBSTRATE. WD -2 SEE ELEVATIONS / 0 0 0 EL 00 SOLID SURFACE CONTERTOP W/ EASED EDGE AND PLYWOOD — SUB—TOP PER FINISH SCHEDULE AND ELEVATIONS 0 0 0 0 0 0 0 0 r3" WV -1 FINISH ALL SURFACES MELAMINE CABINET INTERIOR 4" WIRE PULL ADJ. SHELF W/ MELAMINE FINISH CABINET DOOR ON CONCEALED HINGES, WV -1 FINISH BOTH SIDES BASE AS SCHEDULED FINISH FLOOR /in, BASE CABINET AT CHECK-IN COUNTER ll -i) 0 6" 12" 24" 1-1/2" = 1 -0 1'-2" • L—_ — o 0 0 0 0 0 0 0 0 0 0 O 0 0 I o o o a 0 0 0 0 0 0 0 • 0•••• o 0 0 0 0 0 0 0 SOLID SURFACE CONTERTOP W/ EASED EDGE AND PLYWOOD SUB—TOP PER FINISH SCHEDULE AND ELEVATIONS 4" WIRE PULL MELAMINE CABINET INTERIOR ADJ. SHELF W/ MELAMINE FINISH CABINET DOOR ON CONCEALED HINGES, WV -1 FINISH BOTH SIDES BASE AS SCHEDULED / FINISH FLOOR / ----- BASE CABINET AT CHECK-IN COUNTER 0 1-2" If 12" SEE ELEVATIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24" 18" TO 20" +/— COORDINATE WITH TENA\IT CD 0 CD 1-1/2" = 1'-0" CABINET DOOR ON CONCEALED HINGES, P—LAM FINISH BOTH SIDES ADJ, SHELF W/ MELAMINE FINISH 4" WIRE PULL FIXED SHELF W/ MELAMINE FINISH SHELF W/ PLAM FINISH PROVIDE 2" RADIUS AT EXPOSED CORNERS UNDER CABINET LIGHT FIXTURE MILLWORK SECTION AT PARTY ROOM 0 „ 12" 2'-1" 24" BACKSPLASH AS SCHD SEE ELEVATIONS 0 0 0 0 0 0 1-1/2" = 1'-0" SOLID SURFACE CONTERTOP W/ (, EASED EDGE AND PLYWOOD SUB—TOP PER FINISH SCHEDULE AND ELEVATIONS DRAWER W/ MELAMINE FINISH ON FULL EXTENSION SLIDES 0 0 4" WIRE PULL ADJ. SHELF W/ MELAMINE FINISH MELAMINE CABINET INTERIOR CABINET DOOR ON CONCEALED HINGES, P—LAM FINISH BOTH SIDES BASE AS SCHEDULED FINISH FLOOR BASE CABINET AT PARTY ROOM 0 6 12" 24 1-1/2" = V-0" NOTE: PROVIDE 1/4" PYWD SUBSTRATE FOR WOOD VENEER PANELS AT ALL CABINET END PANELS SEE PLAN REVEAL, PAINT BLACK WOOD PLANK GLUED ON 1/4" MIN. PLYWOOD SUBSTRATE. WD -2 SEE ELEVATIONS / 0 0 0 EL 00 SOLID SURFACE CONTERTOP W/ EASED EDGE AND PLYWOOD — SUB—TOP PER FINISH SCHEDULE AND ELEVATIONS 0 0 0 0 0 0 0 0 r3" WV -1 FINISH ALL SURFACES MELAMINE CABINET INTERIOR 4" WIRE PULL ADJ. SHELF W/ MELAMINE FINISH CABINET DOOR ON CONCEALED HINGES, WV -1 FINISH BOTH SIDES BASE AS SCHEDULED FINISH FLOOR /in, BASE CABINET AT CHECK-IN COUNTER ll -i) 0 6" 12" 24" 1-1/2" = 1 -0 1'-2" • — o 0 0 0 0 0 0 0 0 0 1 o 0, 0 o 0 0 0 O 0 O 0 0 0 0 0 � 4 1 0 0 0 0 0 0 0 0 0 0 O 0 0 0 UPPER CABINET AT PARTY ROOM CABINET DOOR ON CONCEALED HINGES, P—LAM FINISH BOTH SIDES MELAMINE CABINET INTERIOR ADJ. SHELVES W/ MELAMINE FINISH 4" WIRE PULL — COUNTER SINK SCREW SO THAT DOOR SITES FLUSH © VALANCE „ 12" 2'-1" X BACKSPLASH AS SCHD 24" PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 vis Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com © 2017 All reproduction & intellectual property rights reserved Professional seal 6388 REGISTERED ARCHITECT David Randall Seely STATE OF WASHINGTON Jurisdiction Approval REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2011 City of Tukwila BUILDING DI ISION I 1 —1 /2" - f'-0.. SOLID SURFACE CONTERTOP W/ EASED EDGE AND PLYWOOD SUB—TOP PER FINISH SCHEDULE AND ELEVATIONS PROVIDE SOLID PANEL AT SINK 4" WIRE PULL PROVIDE ACCESSIBLE SINK & FAUCET WHERE INDICATED (DESIGNED FOR PARALLEL APPROACH) CABINET DOOR ON CONCEALED HINGES, P—LAM FINISH BOTH SIDES MELAMINE CABINET INTERIOR BASE AS SCHEDULED FINISH FLOOR ACCESSIBLE SINK AT PARTY ROOM 0 6" 12" 24" 1-1/2" = V-0" Project No: 17004 No. Description Date LL—TENANT REVIEW 06.26.17 PERMIT SET 06.29.17 REVISION/BID SET REVISION 07.13.17 07.20.17 RECEIVED CITY OF TUKWILA A 7 PER M Drawn by: GC Reviewed by: GC MILLWORK DETAILS FINISH DETAILS A110.1 Original drawing is 24" x 36". Scale entities accordingly if reduced DOOR SCHEDULE DOOR TYPES SIDELIGHT / GLAZING TYPES DOOR NUMBER DOOR NOMINAL WIDTH NOMINAL HEIGHT HARDWARE GROUP FRAME MATERIAL 100 6'-0" 10'-0" (E) EXISTING STOREFRONT ENTRANCE DOOR. NO CHANGE. 101 (NL-) 3'-1 1/2" 2'-3" A 1 102A 3'-0" 7'-O" B 2 WD FRAME TO FIT 3-1/2" METAL STUD PARTITION. 102B 3'-0" 7'-O" B 2 WD FRAME TO FIT EXISTING PARTITION CONSTRUCTION. FV. 103 3'-0" 6'-8" C 3 HM 104 (E) (E) C 4 HM APPLY NEW PAINT 105 7'-O" 7'-0" D 5 HM 106 (E) (E) (E) EXISTING EXIT DOOR. NO CHANGE. RELITE SCHEDULE RELITE NUMBER RELITE H- _ CD w —J H- w _ LU w do Ili LU 0 H - w CC 0 lil C ) C) CO w U - FRAME MATERIAL U) w 3'-0" 7'-6" 15-4" A 1/4" TEMPERED WD HARDWARE GROUP HARDWARE GROUP HARDWARE NOTES GROUP 1 SINGLE, SWING NON -RATED PAIR HINGES WITH SPRING SET OF MAGNET AND METAL PLATE WALL MOUNTED DOOR STOP TYPE A: TYPE C: O / WIDTH PROVIDE METAL PLATE AT TOP AND BOTTOM 1 1/2" EDGES OF DOOR AND OVERLAP MAGNET AT POST TO KEEP DOOR AT CLOSED POSITION. SEE DETAIL. HM DOOR & FRAME. PAINT AS SCHD. TYPE D: F- = C) w TYPE B: 6 N j, WIDTH /\ ter � / \ PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 V I S Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com © 2017 All reproduction & intellectual property rights reserved Professional seal /.- 6388 REGISTERED ARCHITECT . ' / ,e 5/ David Randall Seely STATE OF WASHINGTON 7/28/17 Jurisdiction Approval Project No: 17004 \/, LL -TENANT REVIEW 06.26.17 PERMIT SET 06.29.17 A REVISION/BID SET 07.13.17 A ADDENDUM 07.25.17 RECEIVED CITY OF TUKWILA WIDTH PAINT GRADE WOOD FRAME. SEE SPEC FOR PAINT. 1/4" TEMPERED GLASS INSERT AS SCHD. PAINT GRADE SOLID CORE WOOD DOOR. SEE SPEC FOR PAINT HM DOOR & FRAME. PAINT AS SCHD. LOUVER VENT - PAINT TO MATCH DOOR. SEE MECHANICAL DRAWINGS FOR SIZE OF LOUVERS TYPE A: l— _ C7 w _ J U) 1 D I 4 (3) EO ® 15'-0" GLAZING AS SCHEDULED 2" WIDE PAINT GRADE WOOD FRAME. GROUP 2 SINGLE, SWING NON -RATED 1/2 PAIR HINGES LEVER STYLE STOREROOM LOCKSET WALL MOUNTED DOOR STOP ILENCERS GROUP 3 SINGLE, SWING NON -RATED 1 1/2 PAIR HINGES 1 LEVER STYLE RESTROOM LOCKSET W/ OCCUPANCY INDICATOR 1 WALL MOUNTED DOOR STOP 1 DOOR CLOSER SILENCERS GROUP 4 SINGLE, SWING NON -RATED (E) HINGES 1 LEVER STYLE RESTROOM LOCKSET W/ OCCUPANCY INDICATOR 1 WALL MOUNTED DOOR STOP 1 DOOR CLOSER SILENCERS GROUP 5 SINGLE, SWING NON -RATED 1 1/2 PAIR HINGES 1 PAIR FLUSH BOLTS TOP AND BOTTOM ON INACTIVE LEAF 1 LEVER STYLE STOREROOM LOCKSET 1 LEVER STYLE DUMMY HANDLE ON INACTIVE LEAF 2 WALL MOUNTED DOOR STOPS DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 4 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE TO MATCH BUILDING STANDARD MANUFACTURER, FINISH, LEVER DESIGN AND KEYING CONVENTIONS FOR ALL DOORS. COORDINATE WITH BUILDING MANAGEMENT. EASE ALL CORNERS, TYP. PARTIAL HT PARTITION BEYOND SCHD DOOR POST BEYOND HT OF DOOR CHECK-IN #100 �\ EASE ALL CORNERS, TYP. SEE DOOR SCHEDULE SCHD SOLID WOOD CAP. SCHD WOOD ON BOTH SIDES OVER 1/4" PLWD. PLAY AREA #101 SCHD SOLID WOOD BOTTOM. SEE DOOR SCHEDULE • FF SECTION @ DOOR #1O1Q'L--D 0 3" 6" 12" 3" = 1'-0" CHECK-IN #100 SCHD WOOD. MITER ALL CORNERS. TYP. 1/4" PLYWOOD SUBSTRATE ALL SIDES, TYP — SOLID WOOD POST. FV WIDTH TO FIT DOOR. SEE H/Al2.1 FOR HEIGHT. MITER ALL CORNERS. PROVIDE HINGE MECHANISM WITH SPRING-LIKE FUNCTION TO ALLOW DOOR SWING BACK AND KEEP AT CLOSED POSITION PARTIAL HT DOOR #101 1"Wx6"H METAL PLATE AT DOOR EDGE. (2) LOCATIONS. SEE ELEVATION CHECK-IN COUNTER CASEWORK WOOD VENEER SIDE PANEL *NOTE: EASE ALL CORNERS AT DOOR Sc POSTS EMBEDDED 1"Wx6"H MAGNET AT POST. (2) LOCATIONS. SEE ELEVATION PARTIAL HEIGHT PARTITION HORZ. SECTION 3" 6" 12" 3" = 1'-0" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW 6" R CO • • 4'-O" MAX TO OPERABLE PART • 4'-O" MAX TO OPERABLE PART • 0 X 7.0 • CC CL w J CCI LU 0 0 —3 S AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW - FIRE ALARM STROBE 6" FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT LIGHT & WALL MOUNTED OCCUPANCY SENSOR HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. (D) DEVICE V OUNTI\G HEIGHTS WOOD CAP; STAIN FINISH TO MATCH WD -2. 1/2" F -REVEAL, TYP. ALL SIDES. FINISH AND PAINT BLACK. 1/4" PLYWOOD SUBSTRATE EACH SIDE, TYP ASCHD WOOD. SEE SPEC AN ELEVATIONS. CHECK-IN #100 SEE ELEVATION N.T.S. HT OF DOOR POSTS SCHD. FLOORING ‚IL 3-1/2" X 20 GA METAL STUD © 24" O.C. PROVIDE END AND INTERMEDIATE SUPPORT WHERE INDICATED ON PLAN; SEE DETAIL - PARTIAL HEIGHT WALL ISOMETRIC AND PLAN. PLAY AREA #101 SCHD BASE. HEIGHT TO ACCOMMODATE FINISH MATERIAL SECURE TO (E) FLOOR STRUCTURE PARTIAL HEIGHT PARTITION VERT. SECTION 3" 6" 12" STUD, TYP. BASE PLATE 0 0 0 0 L7 STEEL TUBE POST GWB PLAN NOT TO S 2 1/2" X 2 1/2 X 3/16" STEEL TUBE POST = 1'-0" ISOMETRIC 3/16" 2 1/2" X 7 1/2" X 1/4" STL BASE PLATE ANCHORED TO FLOOR (4) 1/2" DIA. EXP. BOLT ANCHORS WITH 2-1/2" MIN. EMBED STEEL TUBE POST TYP. PARTIAL HEIGHT WALL ISOMETRIC AND PLAN ter � c � �.� t� ' �� � �d t F y➢x PROJECT: WESTFI ELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 V I S Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com © 2017 All reproduction & intellectual property rights reserved Professional seal 4 / i 6388 REGISTERED ARCHITECT . ' / ,e 5/ David Randall Seely STATE OF WASHINGTON 7/28/17 Jurisdiction Approval Project No: 17004 No. Description Date LL -TENANT REVIEW 06.26.17 PERMIT SET 06.29.17 A REVISION/BID SET 07.13.17 A ADDENDUM 07.25.17 RECEIVED CITY OF TUKWILA (17, 2017 PERMIT CE -LATER Drawn by: GC Reviewed by: GC DOOR & RELITE TYPES DOOR & RELITE SCHEDULES HARDWARE SCHEDULE FRAMING DETAILS Al2 1 Original drawing is 24" x 36". Scale entities accordingly if reduced -------------- \\ METAL STUDS AS SCHEDULED 25 GA. RUNNER WHERE OPENING EXCEEDS 4'-6" BOTTOM OF SCHEDULED CEILING FOR WIDTH OF DOOR UP TO 4'-6" MAX: USE SINGLE RUNNER TRACK. FOR WIDTH OF DOOR UP TO 8'-0" MAX: USE DOUBLE 25 GA. STUD HEADER & RUNNER TRACK. FOR WIDTH OF DOOR 3'-0" TO 4'-6" MAX: PROVIDE DOUBLE STUDS. FOR WIDTH OF DOOR 4'-1" TO 8'-0" MAX: PROVIDE DOUBLE 25 GA. MIN. MTL. STUDS. DOOR FRAME TOP OF SLAB BOTTOM RUNNER 12 x 25 GA. ANCHOR ANGLE @ 25 GA. STUDS VETAL FRAYING @ DOOR OPENING Nomenclature Example N.T.S. All SSMA products have a four-part identification code that identifies the web depth, flange width, style, and mil thickness. Member Web Depth (Example: 6" = 600 x r/ioo inch) All member depths are given in 1/ioo inch. For all "T" sections, member depth is the Inside to Inside dimension. Style (Example: Stud or Joist section = S) Nomenclature uses the following four characters to designate the profile: S = Stud or Joist Sections T = Track Sections U = Channel Sections F = Furring Channel Sections rE Flange Width (Example: 15/a" = .1.625" P 162 x I/!oo inch) All flange widths are given in 1/iao inch. Mil Thickness (Example: 0.054" = 54 mils; 1 mil = 1h000 inch) Mil thickness is the minimum base steel thickness measured in Moo inch. Minimum base steel thickness represents 95 percent of the design thickness. .. I• .. /NEW MATCHING BOTTOM 1 / TRACK TO CAPTURE EXISTING STUDS TO STRUCTURE ABOVE CUT FLANGE AND SECURE TO TWO NEW METAL STUDS S162-33 (20 GA), SIZE TO MATCH EXISTING, AND STUDS FULL HT FROM FLOOR TO BOTTOM OF STRUCTURE, EACH SIDE. N HEADER DETAIL NEW DOUBLE HEADER 800S162-68 ABOVE RELITE OR OPENING AT HALL #107 3/4" 1.5" 3" 1'-0" = 1'-0" BOTTOM OF FINISHED CEILING 3 STUDS MIN. TYP. NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS ANCHOR BRACKET: 6" X 16GA UN -PUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR STANDARD BLOCKING DETAIL EXISTING PARTITION OR NEW 20 GA 3-1/2" METAL STUD @ 24" O.C. WITH 5/8" TYPE "X" GWB ON BOTH SIDES PROVIDE INSULATION, IF NOT ALREADY EXISTING SEE DETAIL L/Al2.2 FOR NEW CONSTRUCTION ABOVE HALL 107 OR RESTROOM 104/PLAY AREA 101 1/4" i (E) APC N.T.S. 401 RESTROO PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS @ END OF PARTITIONS. 3 #8 PAN HEAD SHT. MTL. SCREWS 6"x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6"MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACTURE MOUNTING INSTRUCTIONS. 1 STANDARD BLOCKING DETAIL N.T.S. BOTTOM OF STRUCTURE 1 1 WHERE PART. TYPE IS INSULATED PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. ? 1,4 EXISTING HEAD SECTION REMOVE PORTION OF(E)(E) GWB WHEN PARTITION OCCURS I♦ , T T iii .. '.. SEE RCP � 11 ONE LAYER OF 5/8" TYPE "X" GWB AND 3-1/2" METAL STUD AT 24" O.C.. PROVIDE INSULATION. ( nr RESTROOM 103 METAL RUNNER TRACK SEALANT CONCRETE SLAB POWDER DRIVEN FASTENER @ 24" OC PARTITION AT RESTROOV CEILING 3" 6" 12" 3" = 1'-0" PLAN VIEW BOTTTOM SECTION A 12" LEG AT STRUCTURE - ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 3-1/2"x25 GA METAL STUD BRACING @ 48" OC TO STRUCTURE. USE 3-1/2" METAL STUD AT SIM. (E) APC VERIFY B/S HEAD CONDITION 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF -TAPPING SM. SCREWS @ 48"oc, AND 3/4" PIPE SLEEVES INSULATION 3-1/2" X 20 GA METAL STUDS @ 24" OC. 1 LAYER 5/8" TYPE "X" GWB ON EA. SIDE OF METAL STUDS METAL RUNNER TRACK SEALANT CONCRETE SLAB POWDER DRIVEN FASTENER @ 24" OC PARTITION TO FLAT APC 3" 6" 12" 3" = 1'-0" CORNER REINFORCEMENT, TYP. 411 ACOUSTIC INSULATION, TYP. METAL STUDS TYPE "X", 5/8" GYP. BOARD, TYP TYP. PARTITION INTERSECTION FRAMING 1 1 I � BOTTOMSTRUCTURE OF 1 1 1111110\ 411111111 HEAD SECTION ELEC. CLOSET PLAN VIEW BOTTOM SECTION L.� 4 N.T.S. 12" LEG AT STRUCTURE - ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2-1/2"x25 GA METAL STUD BRACING @ 48" OC TO STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" BEYOND EACH SIDE OF PARTITION (E) APC HALL EXISTING `f' PROJECT: WESTFIELD SOUTHCENTER MALL TENANT IMPROVEMENT 2800 SOUTHCENTER MALL TENANT SPACE 2867 TUKWILA, WA 98188 VIS Designs 1420 NW Gilman Blvd., #2343 Issaquah, WA 98027 www.vis-designs.com © 2017 All reproduction & intellectual property rights reserved Professional seal 6388 REGISTERED ARCHITECT //c2 / David Randall Seely STATE OF WASHINGTON 7/28/17 Jurisdiction Approval 2-1/2" X 20 STUDS @ 24" REVIEWED CODE COMP'. 07 APPr OV AUG 032 City of Tu 381,4E11ADING DI bt. (1) LAYER 5/8" TYPE "X" GWB OVER METAL STUDS FASTENER @ 24" OC MET. RUNNER TRACK EXISTING FLOOR b(7 PARTITION TO 6" ABOVE APC e 3" 6" 12" 3" = 1-0" OR IANC& D N 11? oject No: 17004 Description Date LL -TENANT REVIEW 06.26.17 113 ISION-� PERMIT SET 06.29.17 RECEIVED CITY OF TUKWILA AUGtZ24%7 PERMIT CEA i EP Drawn by: GC Reviewed by: GC WALL TYPES CEILING DETAILS 0 1 7-7 Al2.2 Original drawing is 24" x 36". Scale entities accordingly if reduced