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Home My WebLink AboutPermit D19-0334 - WESTFIELD SOUTHCENTER MALL - RESTROOMS REMODELSOUTHCENTER MALL RESTROOMS 2800 SOUTHCENTER MALL D19-0334 -^ xx " Tukwila x~ n " K x Uoa Department of Community Development Jt" 63UO5outhcenter8pu|evantSube#1U0 Tukwi|a,VVash|ngton98188 n nh n"' oa-u ' s7 ' Inspection Request Line: 206~438-9350 Web site: http://www.TukwilaWA.gov Parcel No: DEVELOPMENT PERMIT 3597000150 Permit Number: D19'0334 Z80DSO0H[ENTERMALL Project Name: S]UTH[ENTERyNALL RESTROOK4S Issue Date: 12/3/2019 Permit Expires On: 5/31/2020 Owner: Contact Person: Name: ,,WA, STONE FAISON Address: l3Z6FIFTH AVE ' SUITE 400'SEATTLE, VVA'98IO1 Contractor: HAWK BU|L0NGLLC Address: 184ZBYEW WAY, SNOHOK8|SH,WA, 98296 License No: HAWKBBL824BQ Lender: Name: WESTFIELD PROPERTY TAX DEPT Address: POBOX 13894O,[ARLSBAD'CA, 9201] Phone: Expiration Date: 1/18/2020 DESCRIPTION OF WORK: ON-STRUCTURAL REMODEL OF PUBLIC RESTROOMS. DEMO PARTITIONS, AND SOFFIT, FINISHES AND PLUMBINGProject Valuation: $475,000.00 Type ofFire Protection: Sprinklers, YES Fire Alarm: YES Type pfConstruction: U|A Electrical Service Provided by: Fees Collected: $8,305/91 Occupancy per IBC: yN Water District: Sewer District: Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: as Code: National Electrical Code: WA Cities Electrical Code: VVA[296-46B: VVAState Energy Code: 2017 2017 2017 2015 05 21 05 21 Public Works Activities: Chan ne|ization/Sthping: Corb[ut/Access/S|dewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveoizeLnad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: U Fill: 0 Number: O No Permit Center Authorized Signature: Date: 12 | headycertify that | have read an'oexamined this permit and know the same tn 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 orlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development permit and agree tnthe conditions attached tnthis permit. Signature: Print Name: � � Date:/>^~—~-�^ —/// This permit shall become null and void ifthe work isnot commenced within lDUdays for the date ofissuance, nrif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT [OND|T|ON5' Z: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. S: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: 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. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (ZO6-431'367O). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center, g: VALIDITY OFPERMIT: The issuance orgranting mfapermit shall not beconstrued tn6eapennitfor,o/on 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based unconstruction documents and other data shall not prevent: the Building Official from requiring the correction of errors in the construction documents and other data. IO: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (ZO6/43l'367O). 14: 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 oradded to. Alterations tofire protection systems shall bedone inaccordance with applicable standards. (|FC9O1.4) 12: Sprinklers shall be installed under fixed obstructions over 4feet (12 m)wide. (NFPA 13'8.6.5.3.3) ll: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification, 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 tusubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 15: Afire alarm system is required for this project. The fire alarm system shall meet the requirements of NfP.A.72and City Ordinance #Z4]7. 16: 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 #Z437) lB: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nowork shall commence until a fire department permit has been obtained. (City Ordinance #Z437)(|F[9Ol2) 20: Anelectrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2435and #2437) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(2O6)S75'44O7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2U6)438'935O 1700 BU|LD|NGF|NAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATM/GYPSUK4DOARD 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. 0 331 Project No. Date Application Accepted: 101 4g. i q Date Application Expires: J-t (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. **Please Print** SITE INFORMATION King Co Assessor's Tax No.:920247-0010 site Address: 2800 Southcenter Mall, Seattle, WA 98188 Tenant Name: Unibail-Rodamco-Westfield Suite Number: PROPERTY OWNER Name: Unibail-Rodamco-Westfield Address:2800 Southcenter Mall City: Seattle State: wA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Stone Faison Address: 1326 Fifth Ave, Suite 400 City: Seattle State: WA Zip: 981 01 Phone: 206.342.0121 Email: StoneF@BurgessPNW.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Stone Faison Address: 1326 Fifth Ave, Suite 400 City: Seattle State: WA Zip: 981 01 Phone: 206.342.0121 Email: StoneF@BurgessPNW.com GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: Floor: 1 New Tenant: EIJ . Yes E..No ARCHITECT OF RECORD Company Name: Burgess Design Inc. Address: 1326 Fifth Ave, Suite 400 citY:Seattle State: WA Zip: 98101 Phone: 206.342.0121 Email: Stonef@BurgessPNW.com ENGINEER OF RECORD Company Name: Wood Harbinger Address: 929 108th Ave NE Suite 1000 citY:Bellevue State: WA zir 98004 Phone: 425.628.6000 Email: pgreenwalt@WoodHarbingercom LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: eA _ I._ • AvvIci.co .... ulec.4,6k, Address: ..zs 00 s,...Akik t.e.4.Als, vok_1/4. kk City: T1 t‘e...V.A\-°`• State: ki A Zip: MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: W:\Permit Center (Rachelle)\Applications \ Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 475,000.00 Existing Building Valuation: $ 215,944,500 Describe the scope of work (please provide detailed information): This project requires non-structural demolition of partitions and soffit, finishes and plumbing fixtures/equipment for two restrooms and a corridor in the Mall. Construction of all new of the aforementioned. Will there be new rack storage? U.. Yes El. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Re del Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1Floor 2nd Floor 3rd Floor Floors 1 thru 2 553580 2600 0 0 IIIB M Basement Accessory Structure* Garage 0 Attached 0 Detached Carport E] Attached . Detached Covered Deck Uncovered Deck PLANNING DIVISION FORMATION — 206 431 3670 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: Will there be a change in use? El__ Yes Compact: Handicap: El No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 g Sprinklers 0 Automatic Fire Alarm 0 None El ..... „Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 ...,.., Yes l 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. PUBLIC WORKS INFORM A 1 ION — 206-4 3-0179 ..• .Permanent Water Meter Size (1). O ...Temporary Water Meter Size (1). 0...Water Only Meter Size 0 ...Sewer Main Extension Public WO WO # Private WO # (2) " WO # (3) " WO # (2) " WO # (3) " WO # D........Deduct Water Meter Size 0...Water Main Extension Public 0 Private D 55 WAPermit Center (Rachelle)1Applications\ Word \Construction Permit Application Revised 6-2019,docx Revised: June 2019 Page 2 of 3 0 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 OR AUTHORIZED AGENT: Signature: Print Name: Stone Faison Mailing Address: 1326 Fifth Ave. Suite 400 Date: 10.18.19 Day Telephone: 206.342.0121 Seattle City WA 98101 State Zip W:\Permit Center (Rachelle) \ Applications \ Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 3 of 3 Receipt Number DESCRIPTIONS PerrnitTRAK 1 ACCOUNT QUANTITY I PAID $5,190.41 D19-0334 Address: 2800 SOUTHCENTER MALI Apn: 3597000150 $5,190.41 Credit Card Fee $151.18 Credit Card Fee R000.369,908.00.00 0.00 $151.18 DEVELOPMENT $4,799.58 PERMIT FEE R000.322,100.00.00 0.00 $4,793.08 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $6.50 TECHNOLOGY FEE $239.65 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19189 R000.322.900.04.00 0.00 $239.65 $5,190.41 Date Paid: Tuesday, December 03, 2019 Paid By: RYAN ADKINS Pay Method: CREDIT CARD 07897G Printed: Tuesday, December 03, 2019 9:49 AM 1 of 1 cp. Y5 TEM S 0 CO CITY OF TUKWILA 0017340000802374464500 Date: 12/83/2019 89:49:29 AM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $5'190.41 APPROVAL [D: 078976 RECORD #: 080 CLERK ID; frank1c X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF [nsoIT VOUCHER) Thank you! Merchant Copy Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK 3 190 00 D19-0334 Address: 2800 OUTHCEINITER IVI Apn: 3597000150 15.50 DEVELOPMENT $3,115.50 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,115.50 PG19-0160 Address: 2800 SOUTHCENTER, MALL Apn: 3597000150 74.50 PLUMBING PLAN CHECK FEE 74.50 R000.322.103.00.00 0.00 $74.50 TOTAL FEES PAID BY RECEIPT: R18863 $3,190.00 Date Paid: Friday, October 18, 2019 Paid By: BURGESS DESIGN Pay Method: CHECK 016835 Printed: Friday, October 18, 2019 3:52 PM 1 of 1 YS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 8tvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: .5240cog Type of Inspection_ BU! L-,D /iYG- fr7 tlki ----- Address: �+ 7_ S©tinf'j-- # Date Called: Special Instructions: e) `Oate Wanted: a.rr_ Requester: Phone No: `tz, 5 26--7// Approved per applicable codes. Corrections required prior to approval. 11 CO #ENTS: 1 nspector: Date: 2/-2. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectic►n. INSPECTION RECORD Retain a copy with permit N ION 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 D19-c33� r� Type of Inspection: , v)t LD l N & ' " . Pro'ect• rat1?"fl�/F'j Address: Date Called: Specia instructions: -Date Wanted: a.m. p.m. Requester: LPs Phone N/ 7// DApproved per applicable codes. Corrections required prior to approval. 'COMMENTS: 4...r ..fir c---- C:45-e 1 nspector: 1Date- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (J( f '-- a /J / INSPECTION RECORD Retain a copy with permit N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P jest. Ty a of topC" n: rt . Address: Date Calle Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 0 ENT nspecto Da REIN PECTIN FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cats to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of inspection: Address: 1 - R + Date Called: . �i► ; CGS J r1I+ Special Instructions- etT,' Date Wanted: 2 � / p.m - p Requester: /l CR ,J''L ./f,. Phone No: [Approved per applicable codes. 'COMMENTS: Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY PLAN REVIF,W/ROUTING SLIP PERMIT NUMBER: D19-0334 DATE: 10/18/19 PROJECT NAME: SOUTHCENTER MALL - RESTROOMS SITE ADDRESS: 2800 SOUTHCENTER MALL X Original Plan Submittal Revision # Response to Correction Letter # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building\l\A Division I s 4tc1 N1t tt Public Works a 1°1 MO Itk Fire Prevention Planning Division Structural E Permit Coordinator pi PRELIMINARY REVIEW: Not Applicable r (no approval/review required) DATE: 10/22/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/19/19 Approved Corrections Required T P Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 C„ P Labor & Industries (https://lni.wastovl Contractors 0 HAWK BUILDING LLC Owner or tradesperson Principals Adkins, Ryan Archer, PARTNER/MEMBER Doing business as HAWK BUILDING LLC WA UBI No. 604 200 481 License 1842.9 Yew Way SNOHOMISH, WA 98296 425-273-1583 SNOHOMISH County Business type Limited Liability Company Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. HAWKBBL824BQ Effective — expiration 01/18/2018— 01/18/2020 Bond Western Surety Co Bond account no. 71984127 $12,000.00 Received by L&I Effective date 01/18/2018 12/20/2017 Expiration date Until Canceled Insurance WESTERN NATIONAL MUTUAL INS $1,000,000.00 Policy no. CPP 1222823 Received by L&I Effective date 10/10/2019 10/10/2019 Expiration date 10/10/2020 Ohio Cas Ins Co $1,000,000.00 Policy no. BK055306837 Received by L&I Effective date 08/21/2019 10/10/2018 Expiration date 10/10/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT -ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC -ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE MTL - METAL AV - AUDIO VISUAL N/A - NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT -BOTTOM NTS - NOT TO SCALE 1. PROJECT ADDRESS: SOUTHCENTER RESTROOM UPGRADES WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SEAI7LE, WA 98188 2. APPLICABLE CODES & ORDINANCES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11) ARCHITECT/DESIGNER: GENERAL CONTRACTOR: Burgess Design, Inc. TBD 1326 - 5th Avenue, Suite 400 Seattle, Washington 98101 PLUMBING ENGINEER: 9 206120 Wood Harbinger FaFax: 206.587..587.7122 ATTN: RANDY MORGAN MECHANICAL ENGINEER: Wood Harbinger BUILDING MANAGER: - RODAMCO- WESTFIELD ELECTRICAL ENGINEER: WESTFIELD ENTER MALL Wood Harbinger WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. CAB - CABINET OC - ON CENTER CL - CENTER LINE OFF - OFFICE CLG - CEILING OPNG - OPENING 2015 UNIFORM PLUMBING CODE 2015 NATIONAL FUEL GAS CODE (NFPA 54) 2011 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) TUKWILA, WA 98188 FIRE % LIFE SAFETY ENGINEER: TEL: 847.779.4832 TBD - Bidder Design Build by G.C. ATTN: 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 CLR - CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC -CONCRETE PART -PARTITION CONF -CONFERENCE PERF - PERFORATED DEMO - DEMOLITION PERIM - PERIMETER DEPT - DEPARTMENT PERP -PERPENDICULAR OF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD THE WASHINGTON CITIES ELECTRICAL CODE 2015 WASHINGTON STATE AMENDMENTS 2015 EXISTING BUILDING CODE 2009 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: - IIB FIRE RESISTIVE SYSTEM: SPRINKLERED PER NFPA13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'M' MERCANTILE PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. LEGAL DESCRIPTION / PARCEL N 0 ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL RA - RETURN AIR DW - DISHWASHER RCP - REFLECTED CEILING PLAN DWG - DRAWING EA - EACH REC - RECESSED EL -ELEVATOR REF - REFERENCE ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE EQ - EQUAL REV - REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM RO - ROUGH OPENING EXT - EXTERIOR RTD - RATED FA -FIRE ALARM SCHED - SCHEDULE FD -FLOOR DRAIN FE - FIRE EXTINGUISHER SF - SQUARE FEET/FOOT FEC - FIRE EXTINGUISHER CABINET SHT - SHEET FFE - FINISH FLOOR ELEVATION SIM - SIMILAR FIN - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR SPKR - SPEAKER -FLOOR FO - FACE OF SO -SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: NOT RATED PER IBC TABLE 1020.1 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: CORRIDOR: 1166 SOFT WOMENS: 259 SQFT / MENS: 261 SQFT TOTAL APPROXIMATE FLOOR AREA: - SOFT OCCUPANT LOAD FACTOR: 60 (RESTROOM) NUMBER OF TOTAL PROPOSED OCCUPANTS: 29 NUMBER OF EXITS REQUIRED: 1 EXIT REQUIRED MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED PER IBC TABLE 1006.2.1 6. PROJECT DESCRIPTION: NON-STRUCTURAL INTERIOR BUILDING IMPROVEMENT. REMODELING OF EXISTING BUILDING MIENS AND WOMENS RESTROOM AND RESTROOM ACCESS CORRIDOR WORK. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, PLUMBING FIXTURES, DOORS, CASEWORK, NEW GWB CEILING AND FINISHES. PARCEL NUMBER: 920247-0010 LEGAL DESCRIPTION: WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL 249 PGS 77-84 (AKA PARCEL A TUKWILA BSIP #L10-032 REC #20101021000765 DRAWING INDEX DRAWING MODIFIED w o 0) co o O 0) 7 to 0 0) 7 0 0)OF 7 on 0 GENERAL X G.0.1 PROJECT NOTES 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. 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 LOW 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. FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING S GA - GAUGE - STRUCTURAL GC - GENERAL CONTRACTOR SYMM MM - SYMMETRICAL GL - GLASS TBD - TO BE DETERMINED GWB - GYPSUM WALLBOARD TEL -TELEPHONE OR TELECOM TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR TYP - TYPICAL INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION VCT - VINYL COMPOSITION TILE LAV - LAVATORY VIF - VERIFY IN FIELD LF - LINEAR FOOT -WITH MAIL - MATERIAL W/ MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD W/0 -WITHOUT X G.0.2 CODE SUMMARY X X X COVER SHEET PROJECT INFORMATION ARCHITECTURAL HITECTURAL INTERIORS15. STREET MAP X A.2A DEMOLITION PLAN X X X A. .1 CO RU TION PLAN X �2B.1__..gEFLECTED DEMO ITION CEILING PLAN 1-40_ {et glad Sou}ylcen 1;yo`� er X X X A.2B.2 REFLECTED CEILING PLAN X X A.2C.1 POWER & DATA PLAN X X X A.2D.1 FINISH FLOOR PLAN X X X A.6.1 ENLARGED RESTROOM PLANS X X X A.6.2 ENLARGED RESTROOM PLANS X X1 I A.6.3 RESTROOM ELEVATIONS X X1 I I A.6. RESTROOM ELEVATIONS X X ---- A.9.1 DOOR SCHEDULE SIDELIGHT SCHEDULE DETAILS X X1 I A.9.2 ILS MECHANICAL DRAWINGS 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. sua.,;:2nar X M.0.1 MECHANICAL SYMBOLS AND ABBREVIATIONS X M.0.2 MECHANICAL SCHEDULES AND GENERAL NOTES X M.1.1 PARTIAL MECHANICAL 1ST FLOOR DEMO PLAN 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. __ 2800 ha.,,r61s SoutrAa11nter X M.2.1 PARTIAL MECHANICAL FIRST FLOOR PLAN X M.5.1 MECHANICAL DETAILS &DIAGRAMS NOTES 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ELECTRICAL DRAWINGS ' X E.0.1 ELECTRICAL SYMBOLS AND ABBREVIATIONS ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. X E.1.1 PARTIAL ELECTRICAL FIRST FLOOR DEMO PLAN 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE X X E.21 A TAL ELECTRICAL FIRST LAN X E.5.1 ELECTRICAL ONE -LINE DIAGRAM 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. n nil r ❑r. str ader uad ` X E.6.1 ELECTRICAL SCHEDULES X E.6.2 ELECTRICAL SCHEDULES X E:6.3 ELECTRICAL SCHEDULES DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - NTS A. DEFINITIONS: 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: 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 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. SOUTHCENTER RESTROOM UPGRADES WESTFIELD SOUTHCENTER MALL a 2800 SOUTHCENTER MALL Femdt No. SEATTLE, WA 98188 plan rev.w approval is sutpd to.errofs am ' Issions:Approval ofconstrumn ` otaumor¢etnevoationofanyaooptetieo� NO CHANGES TO EXISTING EXITING LNDER PROJECT old an Receipt of lgnOetidipaConyanti { r inons ls�n1Isti9�' SCOPE OF WORK T EXIT �t� 1 r z r AREAae�L'owrsloN --� 1 SEPARATE PERMIT zFOR R S * ? UM EecDhan r C O �1 Ci; L! Et 4 EXIT Electrical EXIT { C! x o LIYJ/Plumbing ® GasPiping City ofTukwlla , a BUILDINGDIVISION 77777,7 1 �t r REVISIONS NO c a, aes snail bE made tot 1( Of work without p+a anbrov. '► Tukwila Building Dwisi 4 t r NOTE: Revisions will reau re submittal and may include atldiUon r x f EXIT f EXIT IT SYMBOLS ELEVATION REFERENCE SYMBOL j INDICATES FINISHED U DETAIL ID �- SURFACES TO ALIGN DRAWING TITLE BAR L A.06.XX R DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE SHEET N0. Fr D SECTION REFERENCE SYMBOL �1 TITLE ii ern i r DTL FLOOR ELEVATION SYMBOLS SHT 0" +1'-0" NOMINAL FLOOR DETAIL REFERENCE SYMBOL /- ELEVATION HEIGHT (ABOVE/BELOW) DTI BUILDING SPACE / ROOM ID SHT OFFICE e SPACE NAME 1127 ■ SPACE NUMBER COLUMN AND/OR GRID LINE SYMBOL DIMENSION LINE: DOOR SYMBOL A 20' - 0" o DOCUMENT SHEET SYMBOL XO a KEYED SHEET NOTES L ANGLE Q AT G1 +r GLAZING SYMBOL CENTERLINE A- REVISION NUMBER 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. 0 SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 "In J iy ►111,WINIVIIA M URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN ireeo¢s nscrrccruxE All reproduction & intellectual property rights reserved c 2017 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY 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 AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING,711ER f REPRESENTATIVE AND THE TENANT.' /1 - Professional seal /- l$,,I No. Issue Description Date REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City Electronic Stomp Loc ion REVIEWED FOR CODE COIlAPLIANCE APPROVED nECEIVED CITY Or WKWILA No 22 OCT 18 2019 � CI Of Tukwila PERMIT CENTER BUILDING DIVISION raw Y MK Project Manager: RM Projec No:19.0168.00 e scope of the 1ew p an DI SHEET i PROTECT INFORMATION Original drawing is 24" x 36". Scale entities accordingly if reduced .O.O PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT, UNO. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS Of THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAIUNG OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDITIONS 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS 'BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN 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. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THESPECIFICATIONSAND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED 'N.LC." (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. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY, DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPUED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. 14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY SCHEDULE CONFLICTS. 15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN LIEU OF STANDARD ALL WORK SHALL BE WARRANTED FOR ONE YEAR. 16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS, UTILIZE REBAR OR TENDON DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS. DMSION 11 - SITE WORK AND 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 ALLDEMOLITIONWORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5, ALL DAMAGED, ALTERED OR REWORKED 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. 7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARTING ANY SITE WORK. n-nnaO,N M - ARCHITECTURAL CARPENTRY AND CASEWORK 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, .BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4' THICK. 5. 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, OR PER BUILDING STANDARD. 6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030' VERTICAL SHELVING SHALL COMPLY WITH AWI SECTION 600. 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAN STYLE HINGE AND FULL EXTENSION HEAVY DUTY DRAWER GUIDES, UNO. CORNER UNITS $HALL BE 94 DEGREE HINGES. 8. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, LION. 9. SHELF EDGING TO BE P-LAM, UON. 10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 11MStON NI - THERMAL AND MOISTURE PROTECTION WATERPROOFING 1. WHEN PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT. GC SHALL VERIFY ALL WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION. 2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT. FIRE PROTECTION 1. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN RATED ASSEMBLIES. 2. IN OPEN CEILING CONDITIONS REPAIR OR REPLACE FIRE PROTECTION AS NEEDED. 3. IF SPRAY ON FIREPROOFING IS VISIBLE AND TO RECEIVE PAINT FINISH PROVIDE A SMALL AREA MOCK UP OF BOTH FIRE PROOFING AND WALL SURFACE SO THAT THE COLOR CAN BE CORRECTED DUE TO THE SUBSURFACE CONDITIONS OF DISSIMILAR MATERIALS. 4. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBUES AS NEEDED. MATCH EXISTING RATINGS AND CONDITIONS. PROVIDE FIRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. VERIFY WITH BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS, DIVISION V111 - DOORS AND HARDWARE DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, LION. 3. DOORS SHALL. BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR AND SIDELIGHT STYLE TO MATCH IF A VARIATION IS PRESENT, DOOR 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 AT LEAST TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10, ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 5 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 13. ALL EXTERIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING. 14. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 15. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 16, THIS PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS, IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE .WORK. 17. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POUSHED FINISH. GLAZING SHALT. COMPLY WITH IBC 716.3 DMSION IX - FINISHES 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, LION. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES 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 OR CEMENT BOARD 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 STRUCTURAL 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 AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7, 15. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 16. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEIUNG WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEIUNG AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 18. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 19. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEIUNG TILE, UON. 20. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 21. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 22. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEIUNG WITHIN 10 DAYS. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEIUNG CONDITIONS IF NECESSARY. 25. IN OPEN CEILING CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER CONCERNING MAINTAINING THE RETURN AIR PLENUM. PROJECTS THAT CONVERT ACT SPACE INTO OPEN SPACE SHALL HAVE THE FINISH OF THE OLD INTERSTITIAL SPACE FINISHED WITH GWB TO A LEVEL FLOOR FINISH, UNO. THIS MAY REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE 26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEIUNGS FOR ALL WALLS NOTED PER PLANS. 27. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION -HEAD ABOVE CEILING GRID, UON. 28. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 29. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE, UNO. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR BATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERAI„ UNO. 30. BASE TD BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY. 31. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTTDOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 32. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 33. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 34. PROVIDE AND INSTAL. COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 36. UNLESS OTHERWISE NOTED, PRIME ALL GINS WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN NOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. 37. 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. 38. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 39. 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" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 40, UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, LION. 43. ALL PANTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECI N SPECIFICATIONS ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 45. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 46. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 47. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJONING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS. 49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT. DIVISION XH - FURNISHINGS 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS LION, 3. ALL INTERIOR SIDEUGHTSTO RECEIVE 1" MINI-BUNDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. 6. TENANT'S FURNITURE SHALL BE THE RESPONSIBILITY OF THE TENANTAND THEIR VENDOR. GC SHALL INVITE AND COORDINATE TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS. 7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC, UNO, GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. DIVISION XW - FIRE SUPPRESSION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BYAPPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-IOBC 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: A. LAYOUT, LOCATION, AND "SIZE OF SPRINKLER LINES AND HEADS. S. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS E. CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR RENEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEIUNG TILE, LION. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED.. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 10. IF CEUNG IS DESIGNED FOR AN OPEN CEIUNG CONDITION, GC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED. DMSIDN mi - PWMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING. UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC, 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEV WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING NANAGEMENT AND INSPECTORS. 6. ALL PLLMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY HATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. TXt1SON XXI11 - MECHANICAL 1. PROVIDE BUILDING STANDARD WAG SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN,REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 6. IN OPEN CEILING CONDITIONS DESIGN OF WAG WILL ACCOUNT FOR CHANGES IN THE RETURN AIR PLENUM. ALL WAG WILL BE VISIBLE AND OF SUITABLE MATERIAL AND INSTALLATION METHOD. - 7. IN HIGHFHSE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF NEEDED. DAMON XXVI - E]L&IRICAL AND TELCCOMMLMICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES 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 MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. S. 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 COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS.. - 9. COORDINATE SCH EDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION 0 LIATI F 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, UNO. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS 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. FLOOR SHALL BE LEFT FLUSH. 13, ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUTIING 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. COVER PLATE 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 FOR ACOUSTICAL CONTROL 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR RENEW PRIOR TO INSTALLATION 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND. SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES." COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE. MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED .FOR POWER/DATA DEVICES AND UGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. - 23. CONTRACTOR TO PROVIDE INSTAL IAT10N DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. - 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES.. 25. IN AN OPEN CEIUNG CONDITION ALL ELECTRICAL AND VOICE DATA SHALL BE VISIBLE AND SUITABLE INSTALLATION METHODS SHALL BE USED. 26. 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. 27. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON.. 28. WHEN WORKING IN PUBLIC CORRIDOR OR COMMON AREAS VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 29. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 30. DOWN LIGHTS SHOWN IN THE CENTER OF CEIUNG PILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TILE. UON. 31. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN. LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 32. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 33, ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 34. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A CIRCUTTING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. - D. LIGHT FIXTURE SPECIFICATIONS 35. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, 36. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 37. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT., 38. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. - 39. EXIT SIGNS SWILL HAVE UL #924. 40. PROJECT MAY HAVE MULTIPLE LIGHT SOURCES AND LAMPS. CONTRACTOR SHALL PROVIDE CONSISTENT LAMPING FOR ALL LIGHT FIXTURE AND BETWEEN FIXTURE TYPES. 3,500K-IS PREFERRED.NOTIFY DESIGNER IF CONSISTENT CAMPING IS UNOBTAINABLE AT THE START OF THE PROJECT. 41. VERIFY ALL ENERGY CODE REQUIREMENTS WITH JURISDICTION OF RECORD. VERIFY LIGHT SWITCHING WITH TENANT AND BUILDING MANAGEMENT. 42. PROJECT MAY HAVE LED LIGHTS SPECIFIED. PROVIDE LIGHTING LEVEL ANALYSIS (IN FOOT CANDLES) FOR DESIGNER'S REVIEW BEFORE ORDERING PRODUCT. VERIFY CONTROLS WITH DESIGNER. ALL LED FIXTURES SHALL HAVE DIMMING CAPABILITIES SO .THAT AS FIXTURE DIMINISHES THE POWER CAN BE INCREASED SO THAT UGHTING LEVELS REMAIN CONSTANT AT 70% OVER THE LIFE OF THE FIXTURE (10 YEARS). 43. GC SHALL VERIFY ALL CARD ACCESS AND SECURITY REQUIREMENTS WITH BUILDING MANAGEMENT AND TENANT, DETERMINE IF. A BUILDING WIDE SYSTEM IS AVAILABLE AT THE START OF THE PROJECT. IF SO AL WORK -SHALL BE DONE $0 THAT THE BUILDINGS WARRANTEE AND OPERATION IS MAINTAINED. - SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-ROOAMCO-WESTFIELD URw WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN rN TERIORS - ARC HITEC-. C' URE 1� All reproduction & Intellectual property rights reserved c 2017 Professional seal /o, /8 /Y No. Issue Description Data REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City ElectrFBUILDING FOR IANCE D 019 ila ISION Drawn by: MK.. Project Manager: RM Project No:19.0168.00 Originaldrawing is 24" x 36". Scale entities accordingly if reduced G.0.1 MAXIMUM DISTANCE FROM MOST REMOTE LOCATION IN SPACE TO THE ENTRANCE TO THE MALL OR TO THE EXIT PASSAGEWAY IS 200' PER IBC 402.8 ALL EXITS ARE EXISTING. NO CHANGE OF USE. AREA OF WORK CODE SUMMARY Jf 32" = 1'- 0" SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 [ ] . BURGESS DESIGN JTE R.ORS - ARCHITECTURE NI reproduction & intellectual property rights reserved c 2017 Professional seal REGC— 19TEREHITECT-d / OALL AL1N MORGAN STATE OF WASHINGTON pd. /A /r No. Issue Description - Date REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City Electronic FREVLEWED FOR DE COMPLIANCE APPROVED NOV 22 2019 City of Tukwila BUILDING DIVISION - Drawn by: MK Project Manager: RM Project No: 19,0168.00 CODE SUMMARY nECEIVEn ~ CITY OF fUK%VILA OCT 18 2019 0 gmol drawing is ' r ole entities accordingly if reduced PERMIT CENTER G.0.2 DEMOLITION PLAN A1/8" = 1'— 0" 0 4' 8' 12' DEMOLITION SYMBOLS KEYED SHEET NOTES t = _ :::I EXISTING CONSTRUCTION TO BE REMOVED O DEMO ALL EXISTING PLUMBING FIXTURES, HARDWARE, AND ASSOCIATED ACCESSORIES. PREP AND REPAIR WATER AND DRAIN LINES, AS REQUIRED, FOR INSTALLATION OF NEW PLUMBING FIXTURES. PATCH AND REPAIR EXISTING CONSTRUCTION TO REMAIN ALL SURFACES, AS REQUIRED, FOR NEW CONSTRUCTION AND/OR FINISHES. O DEMO ALL EXISTING FLOOR AND WALL FINISHES. PATCH AND REPAIR ALL SURFACES, AS REQUIRED, FOR NEW CONSTRUCTION AND/OR FlNISHES O DEMO DOOR, FRAME, AND HARDWARE — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. GENERAL DEMOLITION NOTES O DEMO EXISTING WATER FOUNTAINS AND HARDWARE. PREP AND REPAIR WATER AND DRAIN ONES, AS REQUIRED, FOR INSTALLATION OF NEW WATER FOUNTAINS. PATCH AND REPAIR ALL SURFACES, AS REQUIRED, 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE —USE, LION. FOR NEW CONSTRUCTION AND/OR FINISHES. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE —USE, LION. O REMOVE PORTION OF EXISTING PARTITION. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED O DEMO EXISTING COUNTERTOP. PATCH AND REPAIR ALL SURFACES, AS REQUIRED, FOR NEW CONSTRUCTION AND/OR FINISHES. PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, LION. < REMOVE EXISTING WAINCOAT MATERIAL AND PREP FOR NEW WALL FINISH. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE BO REMOVE WALL TILE AND PREP FOR NEW WALL FINISH INDICATED IN THE KEY NOTES. 6. PATCH AND REPAIR ALL GWB WHERE DEMOLITION OCCURS. nECEIVED CITY OF -fUtWILA OCT 18 2019 PERMIT CENTER IUD SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL TUKWILA, WA 98188 BURGESSRDESIGN �N I ela55 , FiiE TAPE All reproduction & Intellectual property rights reserved c 2017 Professional seal ITECT I) DALL ALAN MORGAN ,.BTATEOFWASHINGTON No. Issue Description Date REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City Electronic Stamp Location REVIEWED FOR CODE CON PLIANCE APPFcOVED NOV 22 2019 City of Tukwila BUILDING DIVISION -Drawn by: MK Project Manager: RM Project No: 19.0168.00 DEMOLITION PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.l.l CONSTRUCTION PLAN A1/8„ _ 1'_ 0„ D 8' 16' 24' SYMBOL LEGEND KEYED SHEET NOTES - EXISTING CONSTRUCTION TO REMAIN Oj PROVIDE ACCESS PANEL FOR LOW VOLTAGE IN PLUMBING WALL. REFER TO MEP DRAWINGS FOR MORE NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K/A.9.1 INFORMATION. NEW CASEWORK / MILLWORK Fes• NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET GENERAL CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. 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. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, LION. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD WHEN BUILDING IS CONSTRUCTION TYPE I AND II. 9. REFILL ANY ABANDONED CORE DRILL HOLE OR SIMILAR WITH FIRE PROOFING THAT MATCHES THE FLOOR RATING. LON. nEC IVEr) CITY OF l'ilA OCT 18 2019 PERMIT CENTER Ot9lviD SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN AACTECTU�E All reproduction & intellectual property rights re rved c 2017 Professional seal /D, /f, I No. Issue Description Data REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City Electronic Sta t.R EVV'EDL FO'i CODE COnPLIANCE AI PROVED NOV 22 2019 City Of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: RM Project No: 19.0168.00 CONSTRUCTION PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced .A..2A. l 05 REFLECTED CEILING PLAN 0 8' 16' 24' RCP LEGEND GENERAL RCP NOTES SYMBOL DESCRIPTION/SPEC 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. 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. t- /1 EXISTING 2' X 2' FLUORESCENT ` EXISTING RECESSED CAN LIGHT L _J FIXTURE TO BE REMOVED. TO BE REMOVED. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS: (STING EXIT SIGN TO REMAIN. $ EXISTING EXIT SIGN TO BE OORDINATE WITH CODE REMOVED FFICIAL. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE 5. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 6. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 7. PROVIDE EGRESS ILLUMINATION PER IBC 1008. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 8. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. KEYED SHEET NOTES O DEMO EXISTING ACT CEILING GRID, TILE AND EXISTING LIGHTING. PATCH AND REPAIR EXISTING CEILING SUPPORT SYSTEM FOR INSTALLATION OF NEW SUSPENDED GWB CEILING. REFER TO A.2B.2 FOR ADDITIOANL INFORMATION. 2O REMOVE EXISTING LIGHT FIXTURE IN EXISTING LIGHT COVE AND MODIFY FOR NEW LIGHT COVE AS REQUIRED. < REMOVE EXISTING GWB AS REQUIRED FOR NEW LIGHT COVE. 4O IXISTING DROPPED SOFFIT TO REMAIN. Q REMOVE SCREAM SENSOR FROM BATHROOMS. RETAIN CALL BOX. O DEMO PORTION OF EXISTING SOFFIT SO THAT IT TERMINATES AT NEW PARTITION. 7O DEMO ACCESS DOOR AND PREP FOR NEW PARTITION INFILL nECEIVED CITY OF "fUI NILA tio OCT 18 2019 PERLUT CENTER SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN I I E e I-fi5 + ARC I, I E C T.IE NI reproduction & intellectual property rights reserved c 2017 �OFA No. Issue Description Date REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City Electro7CODECOIN11PLIANCE FOZIANCE ED 019 wila ISION Drawn by: MK Project Manager: RM Project No: 19.0168,00 REFLECTED CEILING DEMOLITION PLAN Original drawing is 24" x 36'. Scale entities accordingly if reduced A.2B.1 SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN ARC1 iI Cr U I All reproduction lk intellectual property rights ras...If c 2017 LIGHTING SUMMARY LIGHTING CALCULATION xao.s „a...."°^'Date n REFLECTED CEILING PLAN Project Info""`P jetTti SEA FOOD CITY RESTROOMS Project Title: SEAFOOD STROOM Sc°m Datea Compliance Appl,ca ti formation. Provodecontactmfom tin forind,v!dualrMocan Far Building Department Use - Calculation C> New Constructor Cj Addition - 0 Additon 0 pear For Building Department Lee n '� /8" = 1'_ 0 formsdonot respondtainquiries about compliance form+nformationprovided. requima Company Name: BURGESS DESIGN INC AY'ea -notes standalone +exanng pasnvortl to Q as where <5095 of Spaceswhere>z 50ho of Spaces where the Use 0 8' 16' 24' use. teelmaf+o, Company Address: 1326 RFTHAVENUE SUITE400 lu ir—a .'emplaced umeakes are replaced chznging {C505) andcalautatirg celisarawrite- Apple tN m : Protected, Applicant Phone: ApplcaniEmaiC STONE FAISON 2D6,3STON STONEF@BURGESSPNWCOM LPA Additional Efficient Pocka a hat * Standard Q (-qp6 3 Reduced Nterior Li hUn� Power clear Calculation r g TocredC46.3for6.3.the tlbe25%tmverthanthe TagattPA RCP LEGEND GENERAL RCP SHEET NOTES Project Description F@BU ❑ New Building ❑ Addition k❑ Alteration ❑ Plans Included nalnegProposed eats. Type Petered C406.3for adtlifionatrequirefrents. Maximum Allowed Li htin Watta a"a''' g g g 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. SYMBOL DESCRIPTION/SPEC 2. ARCHITECTURAL REFLECTED CEIUNG 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. Building Additions Include PROD-SUMform fincludedin envelopeformsvorkbook) with fightingcompf4anceforms. Compliance Method Interior lighting Exterior lighting Lighting systems n addition area comply with all applicable Location (plang, Calling Gross interior oar#) Space Type f eight"oTE2 Area in ftx 100 Corridor: all enter 700 Allowed Watts per fte 0.530 Watts Allow ad (w LAWI? x area) 371 CLIENT PROVIDED 6'-11 ° AXIS 0 NEW RECESSED CAN LIGHT. -BEAM 4 LED LINEAR LIGHT. GOTHAM 2" INCITO SQUARE provisions asastand aline new construction project ❑ ❑ 101 Restroom all other 273 0.760 273 40OLM, 90 CRI, 35K, FL ADJUSTABLE, OPEN ADJUSTABLE, LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR RaferroSecti-0502. 6r ddsanar Lighthgsystemshaddawnarecombnedwahexistg 02 Res oem:nitot�er 260 0.790 zo3 SHIELDING, WHITE FINISH, 120V, ICO-30-15-2AR-FL-LSS-45D SPECIFIC LOCATION AND SWITCHING DIAGRAMS. requ irement os.midinglightingsystemstodemonstratecomplonceh❑ 103 Storage room 73 o.5oo 37 DP DRIVER, OF MOUNTING. existing: BBPRLED 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND ForfnarintoniscombinelwNh teriorlightingprojec(s, mrJude rely+axistinginterforlightrng £>Jure wattage InProposedLightfng Professional seal CP.1 CPA NEW SUSPENDED GWB CEILING COVERED WITH A SINGLE COVERPIATE. WattagetabfeinLTG-INT-BLDorLTG-INT-SPACEform. SYSTEM -REFER DETAIL For exteriorfighhngprojects, include new +existing exteriorlighting fixture wattagetr Proposed tabHsin - Total Area 1306 - 2 G/A.9.1 & J/A.9.2 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. Tradable andProposed Non Trades to Lighting Wattage LTG-ExTform. Retail Display Allow ance item LTGIW-DSftAY CLIENT PROVIDED 5'-0" AXIS - `. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting BEAM 4 LED LINEAR LIGHT. 6. WAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. Lighting Alterations 50°b ❑ ❑. ❑ Lobby ArtlExhibit Display Aloes ance from LTGINT-DISPLAY ^oleo Allow ad Watts 824 u I/,r- -..... GiSTEREa'ii 40OLM, 90 CRI, 35K, FL or more of existing are replaced HITECT ;t SHIELDING, WHITE FINISH, 120V, 7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE Select all Lighting Powerand Lighting DP DRIVER, DF MOUNTING. N NEW 8 S EMERGENCY FIXTURE / RELOCATED. Contralalemantsthatapplytothascopa oftheretrofitpmfectlfprojectindudesa Less than 50% of existing are replaced J ❑ ❑ ❑ Proposed Lighting Wattage NO as BBPRLED IN= NEW PER 18C 1006. combination ofspaceswhere less than Lamp and/or ballast replacement only - ❑ ❑ L Numberof Walls/ CLIENT PROVIDED 9'-2" AXIS - ® EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE 8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 50% of the exisfingtxtums are minfacedin somespms,and50%ormoreofthe provideseparatacadtingpos,then existing total wattage not increased eation(plan#i, oar) Fature Description orEa, s,s Fixtures Fix woTEr Watts Proposed RANDALL ALAN MORGAN STATE OF WJ4SHINuTON moctionsaced-Total total BEAM 4 LED LINEAR LIGHT• provide separate lightingpaver C405.52.inluenow+existin-tomalnfimixtushallcomplywfth LPA per Sections C405.4.2 and C405.52. include new+existing-to-remainfrxturesin Proposetltigfii LPApe ghin 1002x2RECESS®LEDPANG- 4001M, 90 CRI, 35K, FL OFFICIAL. 9. PROVIDE EGRESS ILLUMINATION PER IBC 1008. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER compliance formsfarihe two retrofit Wattage table in LTG-INT-BtD, LTG4NT-SPACE-LTG IXTform. ge a SHIELDING, WHITE FINISH, 120V, N/R NEW OR RELOCATED EXIT SIGN. THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENTS EXISTING SYSTEM AND PROVIDE FULL conditions. Spaces undergoing the same Less than 50% replaced - Total lighting power ofnew+existing4o-2man fixtures shaflnot-esedthe totsllightrngponarpnortoaiteration. Include fixturasin the Proposed Lighting 101 CPA - LEDCOVELIGHT Is 8 DP DRIVER, OF MOUNTING. COORDINATE FINAL LOCATION COMPLIANCE TO NEW TENANT SPACE. type ofretrofft maybe combinedintoone lightingpowercomplianca form. new+exist+ng-to-reman Wanagetablain LTG-INT-BLD LTG-INT-SPACEwLTG-Ixrform. CP.3-LEDCOVELIGHT 2 22 43 BBPRLED WITH CODE OFFICIAL. f 50% threshold applies to numbaroftumina;restart^teriorspacesarxJparkinggarages, andtotal CP.5-L®COVELIGHT- T 17 1.7 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING Reiferfo Section C503.6feraddtflonal insralledwstta a for erteriorhermairea N -LED COVE LIGHT 1 25 25 CLIENT PROVIDED 6'-0" AXIS - � NEW 2' X 2' RECESSED LED SURFACE, requirements Lighting Controls Interior lighting Parking garage Exterior lighting L®C4NLIGHT 7 22 154 No. Issue Description Date BEAM 4 LED LINEAR LIGHT. LIGHT FIXTURE. Arratterauonhgntingaontroksha!iva Neturesagutstaaureslled to serveaddto LEDWALL SCONCE 1 100 100 40OLM, 90 CRI, 35K, FL commfseionedperC4os.3. fixtures andior factures relocated to new ❑ ❑ ❑ REVIEW SET 09.16.19 SHIELDING, WHITE FINISH, 120V, a circuits) 102CRI-LEDCOVELIGHT a 16 1a PRICING SET 10.04.19 DP DRIVER, DF MOUNTING. New or moved lighting p ❑ ❑ CP2- LEI) COVELIGHT 1 33 33 BBPRLED KEYED RCP SHEET NOTES panel CP.3-L®COVELIGHT CP4- LEDCOVELIGHT 1 1 22 28 22 28 PRICING SET REVISION 1 10.11.19 irtenor apace is reconfg red CLIENT PROVIDED 7'-8" AXIS - NEW WALL SCONCE LIGHT wminalres unchanged *,,,located ly ❑ PERMIT SET 10.18.19 BEAM 4 LED LINEAR EIGHT. FIXTURE. TRADE WINDS WIRE LEDCANLIGHT 4 22 ss 4o0LM, 90 CRI, 35K, FL CAGE WALL LED WALL SCONCE. ill REPAIR EXISTING SOFFIT WHERE REQUIRED. New wiringorcimWt-Forinterialighting,pmoiderequkedmanualcontrdsperC40 23,occupancy sensorooitrolsper C40521,days/ghtresponsivecontrmispsr C40524andapphcata pecifKhghfing LEDWALLSCONCE 1 100 00 SHIELDING, WHITE FINISH, 12OV, CMYK LED METAL INDUSTRIAL controlsper C40525 For extenorhghtrng, provide requiredcontrois per C40527 Proposed Retail ❑splay Lighting ft= LTGIN-DSPAY DP DRIVER, OF MOUNTING. WALL LIGHT SHADE VINTAGE LIGHTS O REPLACE EXISTING CAN LIGHTS. PATCH AND REPAIR CEILING SURFACE AS REQUIRED. ❑ No h gesareb ingeradefo the interfororext i riighting New or movedpanel-Prowds all appl,cablehghting confroisas notedforNew W,fingandautematic TotalPr osetl Wattsma op ynotexceedTotaliAllovedwattsforinteriorughting Proposed Totes Eta sedwatts fia7 BBPRLED STYLE MINI ANTIQUES systems and existing space time switch controls par C4052.2. Interior Li htin Power Allowance COMPLIES FIXTURE 161101-BLACK 5.6" X uses and configuration are not Reconhgaretlmteriorspa ce- Prow de ell required hghtrng controls that applytoa new interrorspace, In F, O PROVIDE ACCESS PANEL FOR HOT WATER HEATER. REFER TO MEP DRAWINGS FOR MORE INFORMATION. changed. Application speck lighting controlprowsionsper C405.2.5 do not applyto reconfigured space& Note 1- List all unique space types per Table C405.4.2(2) that occurm the prejectscope.elect space type categoryleerfromdrop io= menu. 12.4" Note 2-Indicate ceflingheightfar atriums andspaces utilizing the ceiling height adjustmentperTable C405.4.2(2), Footnotes Itthrut ---- Change ace Use Ex istin interior lighting stems in areas under -oat p p p g rg g mpg gequipnentandexisUng-to-remain fixtures. O NEW SCENT DIRECT SCENTED AIR SYSTEM CEILING MOUNTED. g P ❑ 9 s t system g s C405nge ih space .2(2). graded o Note 3- Farprl o efFi tt htf fizmresirictudin exe tL h ill comply with LPAsfor then yr space types perTahles C405.4.2(1jor G05.4.2(2).. Note4-ForpoposedFixture Description, indicatefixtrre type, famptype(e.g.T-t3),numberoftamps in Lire fixture, andbailastlype (i/fnetuded). For CLIENT PROVIDED 4'-9" AXIS - NEW SWITCH LOCATION. tracklightirg, Hattie, length ofthe track(imeet) in addition to thefixtum, lamp, andoaliastinforma6'on. BEAM 4 LED LINEAR LIGHT. O NEW SPEAKERS TO BE INSTALLED. den thyinteriorepaces requiring LED upgrade to the current Code in Proposed Lighting Wattage table in Note 5- For lighting equiprrenteligibla for exemptionper C405.4.1, note exception numberandleaua WatfslFixture blank. LTG-INT-BCD orl.TG 4NT-SPACEform. CP.S 40OLM, 90 CRI, 35K, FL Note s-infxture esorptnfix vies shall be includedin the 3opasedeightingWa a table t^the same rennerasnew fixtures. tdentityas existing SHIELDING, WHITE FINISH, 120V, O MOVE THREE OF THESE CAN LIGHTS SO THAT THEY ALIGN WITH THE ENTRANCE CAN LIGHT. PATCH AND REPAIR ^fix are descrptim. Note 7- ForproposedWattelFatin; enterthetuminium wattage forinstalledfampandballestusingmenufacturerorotherapprovedsource.Far City Electronic OP DRIVER, DF MOUNTING. DD NEW DIMMER SWITCH LOCATION CEILING AS REQUIRED. z01 ..ei,,3a _ zos luminaires withecrat in lamps, enterthemanutacturer'slisledmaxirruminput wattage ofthe fixture (not the/ampwattage). Forlow unitaga lighting, anterthe wattage ofthe trenstbrr- Forline voltage track1lusweysystenu, enter the largerofthe attachecifurnneire wattage or50 FOZ BBPRLED Project Title: SEAFOOD CITYRESTROOMS Date - notts4inealfoot,orenterthewattagetimitofpermanentcurrentlimithgdevice.. FROIEViEIAVED DECONtPLIANCE Note s - LobbyArY&hibit DisplayAltowance is independertofthe Maximum Allowed Lighting Wattage. Interior Lighting System Lighting will be designed and perm Ited separatelyby electrical engineer through the General Note9-CelculafionArea Details: - APPROVED Description Contractor. a. Lighting fixtures in a buildingatldition maycomplyas a standefoneproject orthey maybe combuiedwlth the overallexistingbunding lightingsystemstodemonstratecompliance.RefertoC5021. NOV22 2�19 b. Foraherations andbuilding additions, provide Space Types andgross hunfiorismasin the MaximarnAllawedtighting Wattage table. Its Ar butuhng addition will complyse combinedwith the Iwarall existingbuiklinglighiNg systems, include all appticabte existing Space Types Bristlydescribe interforfigh ngsystem and gross interforames. - type and features. c.Ifless than 50% ofexistingftghtingfixtureswiilbe replaced, provide total existinglighting wattage (prior to alteration) in the spacepro ided in the MaximumARowedLighting Wattage table. - City Of Tukwila Interior Lighting Power ❑BaildingArea Method ❑.space-hy-spaaMethod BUILDING DIVISION Allowance Method Setectmethodusedinproject. - Drown by: MK Project Manager: RM Interior Lighting Controls El NI c405.2.1-C405.2.6Controls ❑ C405.2 Exception 5 Luminaim Level Lighting Control (LLLC) Project No: 19.0168.00 ❑ AddNonal Efficiency PackageOpton C406.4 Enhanced digital lighting controls - To complywifh C406.4, no less than 90%ofthe letal imtalledinteriorlighting powershailcomplyivith the ragbiredaanlrarsperD406.4 REFLECTED CEILING Dwelling Unit Interior Permanentiyinstalledinteriorlighting Fiixtumsin dweilirgunits complyuhh: 0 No Dw eling Lighting Q C405.2 thm C405.5 Commercial Lighting Controls and IPA Units 0C406.3High Efficacy Lighting PLAN (:)R404.1 Residential High Eficacy Lighting. Dwellingumthghtingcomplieswith WSECResidentiat RECEIVEn - provisions in lieu ofWSEC Commerccat provisions. - CITY OF T(itillllLA Exterior Lighting System Description OCT 18 2019 Original drawing is 24" x 36". Scale entities accordingly if reduced DI 05$4 Bpcffydascribeextariarlighlingsystam PERMIT CENTER t card features: A.2B.2 n POWER AND DATA PLAN 1/8" 0„ 0 8' 16' 24' GENERAL ELECTRICAL NOTES 1. REFER TO MEP DRAWINGS FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE/DATA REQUIREMENTS WITH TENANT. 5. UNLESS DIRECTED OTHERWISE, ALL VOICE/DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE/DATA SERVICE INCLUDING WORK FROM BUILDING/FLOOR D-MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. KEYED SHEET NOTES < PROVIDE POWER FOR NEW INTEGRATED SINK SYSTEM AND BACKLIT MIRRORS < ADJUST LOW VOLTAGE IN PLUMBING FUR -OUT TO ACCOMMODATE TO NEW ACCESS PANELS. REFER TO MEP DRAWINGS. nECEIVED CITY OF TUIiIVILA OCT 18 2019 pig PERMIT CENTER SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN NiERaFI . AR<411 EC TUFF Professional seal No. Issue Description Date REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City Electronic REVIEWED FOR CODE COMPLIANCE APPROVED NOV 22 2019 City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: RM Project No: 19.0168.00 POWER & DATA PLAN 20rig( drowing is 24" x 36". Scale entities occordingly if reduced A.W.l FINISH PLAN 1 /8" = 1'- 0" 0 8' 16' 24' FINISH SPECIFICATIONS SOLID SURFACES GENERAL FINISH NOTES SYMBOL MANUFACTURER DESCRIPTION SS-i DUPONT DUPONT CORIAN SOLID SURFACE GLACIER WHITE WITH EASED EDGE. VERIFY ALL SPECIFICATIONS WITH TENANT. 1. PROVIDE B-1 AT ALL FLOOR TO WALL TILE TRANSMONS, LION. 2. PROVIDE P-1 IN CORRIDOR UON. BASE PAINT 3. REFER TO ELEVATIONS AND DETAIL SHEETS. 4. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. B-t SCHLUTER PROVIDE SCHLUTER DILEX-EHK BRUSHED STAINELSS STEEL EB COVE STRIP P-1 BENJAMIN MOORS GWB EGGSHELL FINISH - CORRIDOR COLOR: TBB AT ALL FLOOR TILE TO WALL TILE TRANSITIONS. PEE(STONE,CERAMIC,PORCELAIN) GWB SEMI GLOSS FINISH - RESTROOM CEILINGS TILE BENJAMINMOORE COLOR:IBD P-3 BENJAMIN MOORS COLOR:METAL DOOR/FRAME SEMI -GLOSS FINISH BY PROVIDFt-1 PORCELANIN FLOOR TILE SPEC: SEAL PER MFR. RECOMMENDATIONS. OWNERED GROUT COLOR: W/ CLEAR GROUT SEAL. TRANSITION STRIP: STAINLESS STEEL SCHLUTER STRIP. INSTALL PATERN HORIZONTAL BASKET WEAVE PLASTIC LAMINATE KEYED SHEET NOTES VERIFY SPECIFICATIONS WITH TENANT. PATTERN IS REPRESENTATIVE ONLY - NOT TO SCALE PLASTIC LAMINATE SURFACES SEE B-1 FOR COVE DETAILS. PL-1 FUNDERMAX LAMINATE COLOR: CHARCOAL 0077 IP VERIFY WITH TENANT < PROVIDE BACKLIT °VIP FOR WOMEN OR "M' FOR MAN SIGN ABOVE RESTROOM DOORS. SPECIFICATION TO BE DETERMINED. PROVIDED BY PORCELANIN FLOOR TILE SPEC: . SEAL PER MFR. RECOMMENDATIONS. TOILET PARTITIONS AND URINAL SCREENS -2 OWNER GROUT COLOR: W/ CLEAR GROUT SEAL TRANSITION STRIP: STAINLESS STEEL SCHLUTER STRIP. < PROVIDE LARGE MEN AND WOMEN'S WOODEN BLADE SIGN WITH METAL PLATE CONNECTION. PROVIDE ADA INSTALL PATERN HORIZONTAL BASKET WEAVE SIGNAGE. SPECIFICATION TO BE DETERMINED. TP-t BOBRICK BOBRICK DURAUNE CL SERIES 1080 WITH GRAFFITI RESISTANT LAMINATE FUNDERMAX HARCOAL 0077FH, WITH 3M AND GRAFFITI FILM VERIFY SPECIFICATIONS WITH TENANT. PATTERN IS REPRESENTATIVE ONLY - NOT TO SCALE SEE B-1 FOR COVE DETAILS. WITH TENANT / ('+VERIFY WALL C O V E R I N G - - ST-1 CROSSVILLE CROSSVILLE PORCELAIN 6' X 36" WALL TILE SPEC: CROSSVILLE - RELAX RLX02, COLOR- NUTMEG UP FOSTER MAGNETIC WALL COVERING SEAL PER MFR. RECOMMENDATIONS. we-1 VISUAL MAGNET CS IMAGES TO BE DETERMINED PROVIDE WAINSCOATING OVER WALL PAPER. GROUT COLOR: WHITE, W/ CLEAR GROUT SEAL. INSTALL VERTICALLY - STAGGERED PATTERN PROTECT ALL EXPOSED TILE EDGES WITH 1/4° SQUARE BRUSHED STAINLESS STEEL QUADEC VERTICAL SCHLUTER STRIP. VERIFY ALL SPECIFICATIONS WITH TENANT. --2 PERONDA PERONDA PORCELAIN 18" X 18' WALL TILE SPEC: PERONDA - FS RIALTO SEAL PER MFR. RECOMMENDATIONS. GROUT COLOR: WHITE, W/ CLEAR GROUT SEAL. INSTALL PATTERN - RUNNING BOND PROTECT ALL EXPOSED TILE EDGES WITH 1/4- SQUARE BRUSHED STAINLESS STEEL QUADEC VERTICAL SCHLUTER STRIP. VERIFY ALL SPECIFICATIONS WITH TENANT. - - ST-3 CROSSVILLE CROSSVILLE PORCELAIN 12' X 36' WALL TILE 40' HIGH WAINSCOTTING SPEC: CROSSVILLE SPEAKEASY AV283.11236UPS, COLOR SWEET GEORGIA BROWN, SEAL PER MFR. RECOMMENDATIONS. GROUT COLOR: TBD, W/ CLEAR GROUT SEAL INSTALL HOROZONTALLY - STAGGERED PATTERN PROTECT ALL EXPOSED TILE EDGES WITH 1/4" SQUARE BRUSHED STAINLESS STEEL QUADEC VERTICAL SCHLUTER STRIP. VERIFY ALL SPECIFICATIONS WITH TENANT. RECEIVED CITY of T ulWILA OCT 18 2019 PERMIT CENTER SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 IV UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN NiEgiOgS - AgCNIiETURE All reproduction & intellectual property rights reserved c 2017 Professional seal. /'% �£-`TATE 9g MlASHItruTON (� /D,a No. Issue Description - Date. REVIEW SET 09.16.19 F PRICING SET 10,04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City Electronic StFIBUILDING REVIEWEDFOR IANCE D 19 ila ISION Drown by: MK Project Manager: RM Project No: 19.0168.00 FINISH FLOOR PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2DD.1 ENLARGED RESTROOM PLAN 3 f8" = V- 0„ » Ms &EEIN.ILLAA_RIGEUD RESTROOM ACCESSORY _PLAN 3/8" - 1'- 0" n An 4» t7n ALL ACCESSORIES ARE FROM CONTURA LINE Of BOBRICK PRODUCTS EQUIPMENT ACCESSORIES EXCEPT RAB B SLOAN SOAP DISPENSER ESD-400 SYMBOL FIXTURE SYMBOL FIXTURE SYMBOL FIXTURE O - MODULAR ONE-PIECE CONSTRUCTION EASILY ATTACHES TO DECK SURFACE - SENSOR ACTIVATED - ELECTRONIC 120 VAC PLUG-IN BOBRICK TOILET TISSUE DISPENSER B-2890 TOTO TOILET CT708EV(G) O _ SURFACE MOUNTED JUMBO -ROLL / 4=ii; "R ="e^e-ecR6e O _ WALL MOUNTED FLUSHOMETER TOILET, 1.28 GPF _ CHROME PLATED DIE CAST BODY LOW SOAP LEVEL INDICATOR STAINLESS STEEL WITH SATIN FINISH LJ eee r�Pna^.� 1 1/2-BACK SPUD INLET WITH CEFIONTECT GLAZE - 10-45/64"DIA X 4-29/6VI) 01 BA14ER`f RAGK UP ryH�g 9�EE6 {kBEPFdoTE - SEAT SOLD SEPARATELY, MODEL #SC534 - TW X 4.4°D X 4.5H NOT USED. TOTO TOILET FLUSH VALVE, 1.28 GPF (ADA COMPLIANT) SLOAN BASYS FAUCET O TET2LA31#SS (BACK SPUD WALL) O - ACTIVE INFRARED SENSOR - SUPPLY STRAINER SERVICABLE FROM ABOVE DECK LJ AUTOMATIC, INFRARED SENSOR ACTIVATED - USES HYDROPOWER, ECOPOWER FLUSH VALVE SYSTEM - MANUAL FLUSH OVERRIDE PISTON WITH DEBRIS SCREEN & SOLENOID WITH SELF CLEANING MECHANISM - SINGLE HOLE INSTALLATION - PLUG-IN AC ADAPTER - CHROME FINISH BOBRICK SEAT COVER DISPENSER B4221 CUSTOM BABY CHANGER. CO SURFACE MOUNTED FINIS - SATIN FlNISH STAINLESS STEEL WITH O - 14°X 12'STAINLESS STEEL COVERPLATE WITH SATIN FINISH - ADJUSTABLE FLOW RATES FROM .5GPM TO 1.5 GPM - 15-3LESS X 11-1/4H X 2 D - NO SEPARATE ACCESS PANEL REQUIRED - 2W X 6.5°D X 6.5°H BOBRICK SANITARY NAPKIN DISPOSAL B270 TOTO 0.5 GPF LOW CONSUMPTION URINAL (ADA COMPLIANT) SLOAN HAND DRYER MOUNTE O STYLE NO. UT447EV � - ACTIVE INFRARED SENSOR O - SURFACE STEEL WITH SATIN FINISH _ URINAL WITH 3/4-BACK SPUD INLET l J - ADJUSTABLE SPEED AND SOUND SUPRESSION AIR DELIVERY SYSTEM. 67 dB - 75 dB - 7-1/21 x 10`H x 3-13/16°D - THU3017 SS URINAL DRAIN COVER, SOLD SEPARATELY - MATERIAL VITREOUS CHINA, COLOR: #01 COTTON - HEPA AIR FILTER REMOVES 99% OF BACTERIA AT 0.3 MICRONS - 1440 WATTS / 110 VOLTS / 12 AMPS - PLUG IN OR HARD WIRED BOBRICK PAPER TOWEL DISPENSER & WASTE RECEPTACLE B-3803 -RECESSED LED BACK LIT MIRROR - TBD O - STAINLESS STEEL FINISH O - FINISH IN - 18"W X 14"D X 27 3/1WH - HAND DRY MOTOR MOUNTED BELOW EACH SINK - 13°W X 5 31CD X 55 1/8°H - - 3°W X 6.51°D X 5.62°H - LEAK PROOF WASTE CONTAINER, CAPACITY 6.3 GAL. - L HAFELE COAT HOOK HEWI BOBRICK CIRCULAR WASTE CHUTE 8529 (REFER TO DETAIL C/A.9.1) TOTO URINAL FLUSH VALVE, 0.5 GPF (ADA COMPLIANT) SLOAN SOAP RESEVOIR O- STAINLESS STEEL FINISH, MATT - COUNTERTOP MOUNTED O TEU2LA (BACK SPUD WALL) U - INDIVIDUAL SOAP RESERVOIR CONTAINER PER SOAP DISPENSER UNDERMOUNTED BELOW - 1-15/16'L X 2 3/16'DIA. - STAINLESS STEEL FINISH AUTOMATIC, INFRARED SENSOR ACTIVATED SINK - 6-15/16" DIA. - USES HYDROPOWER, ECOPOWER FLUSH VALVE SYSTEM - MANUAL FLUSH OVERRIDE 14°X 12°SS COVERPLATE WITH STAINLESS STEEL COVERPLATE - MULTI -FEED SYSTEMS NOT AVAILABLE nECEIVED - FOAM SOAP REFILL SIZE 1000 ML CITY OF�i)i�iiiIL-A - DISPENSES 1.2 ML OF PRE -MEASURED SOAP B STAINLESS STEEL GRAB BAR - 42"L -NAPE & V WASTE CONTAINER QT50P8-W O - STYLE No. B-6806 X 42 STY o - WHITE PLASTIC BIN - 50 QT. CAPACITY - NO ADDITIONAL ACCESS PANEL REQUIRED OCT 18 2019 - 1 1/2"OUTSIDE DIAMETER - STAINLESS STEEL WITH SATIN FINISH - 15 3/8"W X 21 3/8°1,1 X 11 1/8°D BOBRICK STAINLESS STEEL GRAB BAR - 361 SIGNAGE - 19" "S" AND "D" SIGNS FOR EACH OF THE 3 SINK FIXTURES. "W" SLOAN AIRBASIN SINK DUAL DRINKING FOUNTAIN- OASIS- VERSACOOLER 11 PERMIT CENTER U - STYLE No. B-6806 X 42 Q SIGN TO BE PLACED ON OR BELOW FAUCET. "S" TO BE PLACED ON OR BELOW O - MATERIAL DUPONT CORIAN - DUPONT CDR IAN, SILVER BIRCH TO BE USED 10 - PGF8EBFSL- (W/ WATER FILTRATION SYSTEM- HANDS -FREE VERSAALLER) "BRUSHED°STAINLESS - 1 1/2-OUTSIDE DIAMETER SOAP. "D" TO BE PLACED ON OR BELOW DRYER. - CABINET FINISH- STEEL - STAINLESS STEEL WITH SATIN FINISH FOR BOTH MEWS AND WOMENS'ASSEMBLES- (R7) THAT REDIRECTS AIR - BUILT AIR DAM TER AND WAA TER TO ELIMMINATEINATE BACKSPLASH AND UPDRAFT TALK A PHONE SINGLE BUTTON ASSISTANCE PHONE - ETP-100 EB 9.5°W X 11.75"H X 2.0"D J - OUTDOOR RATED, ADA COMPLIANT HANDS FREE EMERGENCY PHONE - 12 GAUGE #4 BRUSHED STAINLESS STEEL FACEPLATE - FLUSH MOUNT, RECESSED SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 IV UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN INTEdiORS - ARCHiiE CTU4E Ail reproduction & intellectual property rights reserved c. 2017 Professional seal "REGIS RED'' AR I EGI' ;t w DAIL ALAN MORGAN y OF kYASHINGTON� ka No. Issue Description Date REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City Electroni7CO'DECON7PLIANCE FOt�IANCE D019 ila ISION Drawn by: MK Project Manager: RM Project No: 19.0168,00 ADA UNISEX RESTROOM O"giaal drawing is 24' x 36". Scele entities accordingly if reduced A.6.1 � ENLARGED RESTROOM FINISH PLAN 3/8" = V- 0„ 0 4" 8" 12" 54" MIN. WALL -MOUNTED LIGHT FIXTURE, 39" 41WHERE E RE OCCURS 24"x30" 42" MIN. SELF .1 FRAMED 1-1 /4" Ox42"L MIRROR GRAB BAR z 12„ _ MAX. o o 10 i z g W.C. ¢ D LAV. @ �n o(:7 o H -cy)Ln i 7 N d N � nl HC NON ACCESSIBLE HC URINAL` ACCESSIBLE MOUNTING W.C. HEIGHT 17" J TYP. ADA COMPLIANT RR MOUNT. HTS. NTS w ¢ 1-1 /2" 4x36" L "' GRAB BAR o SOAP DISP. 2'-0" V-0" o 0 o z¢ h U I = X X¢ z t �( o z o I � O v HC 8" MIN 6" MAX ACCESSIBLE TOE CLEARANCE W.C. 1'-5' MIN D PTH SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-RODAMGO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN IN TE AOftS Afl<NITE Ciu AE All reproduction k intellectuol property rights reserved c 2017 Professional seal No. Issue Description Date REVIEW SET 09.16.19 PRICING SET 10.04,19 PERMIT SET 10,18.19 Reach portion of fixture can't be greater than 48° aff. Seat dispenser can NO 42" MAX. 42 MAX. LONGER go behind toilet in ADA. Star no MAX. 36" MAX. City Electr is aLocation4 It. _ 5" MAX. 15° REVE'hED FOR MIN. 24" MIN. 24" MIN. CODE CON',PLIANCE BUBBLER APPROVED CB) NOV 22 2019 X o Q ¢ City of Tukwila ¢ ¢ t ace BUILDING DIVISION O Q _ I - 00 DO Drawn by: MK Project Manager: RM I r CD N a %U� N Project No: 19.0168.00 c,0 r7 N 00 NAPKIN L EWC FIRE RECESSED TOILET PAPER DISPENSER A) PROTRUDING TOILET PAPER DISPENSER RESTROOM FINISH PLAN DISPOSAL PAPER BELOW GRAB BAR TOWEL EXTINGUISHER UNIT DISPENSER B) PROTRUDING TOILET PAPER DISPENSER AND MOUNTING HEIGHT CABINET ABOVE GRAB BAR - NON-ADA TOILET UNIT nECCIVER PAPER DISPENSER CITY OF TUIi VJIILA — PAPER TOWEL OCT 18 2019 Odgird d.wing is 24" z 36'. scde e Uties--dirgly if red"oed DISPOSAL UNIT PERMIT CENTER A • 6 + 2 +J Cain 7 NMImmm r 7 A C A.9.1 A.9.1 L A.9.1 RESTROOM ELEVATION RM.#101 3/8" = 1'— 011 IITJ EXISTING RESTR00 DOOR RESTROOM ELEVATION RM.#101 & 102 E3/8" _ i,— 0„ Il !I w . L A.9.1 RESTROOM ELEVATION RM.#102 3/8 = RESTROOM ELEVATION RM.#101 V— 011 G RESTROOM ELEVATION RM.#101 & 102 3/81 = 11— 0" RESTROOM ELEVATION RM.#102 = 11— 011 4 SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN 111 T a.Ia RI I .s r H. T E c T u RC Professional seal i. No.: Issue Description Date REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City Electroni JDN ' L—V E APNityDI Drawn by:. MK Project Manager: RM Project No: 19.0168.00 RESTROOM ELEVATIONS nECEIVEn CITY OF TUKWILA OCT 18 2019 - Onginal drawing is 24" x 36". Scale entities accordingly if reduced (D110 3q PERMIT CENTER A.6.3 + + -+- _I_ -+- -+- {- -+- + + I- + + + + + }- -+- -+- -+- + { + + + + - - - - - - - - - + -1-- 4- + + -I + l + -I- d- --I- + - - - - -I- \ -+- / + + + + -+- {- -+- / +- + -+- + +- + f- ` + -I- + + -+- + ` CORRIDOR SOUTH ELEVATION RM.#100 3�$rr = 11- 0" E CORRIDOR NORTH ELEVATION. RM.#100 3/8„ = 1'- 0„ SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN I NT Ed I a ss I IX CH IE CTa All reproduction & Intellectual property rights reserved c 2017 {- + +- -+- -I- -+- + +- -+- -+- -+- -F + -I- -+- + _+_ + { + -+- -{ +- {- + + +- + +- + {- + }- + + + + -I- + -+- -I- + -I -+- -I- + -+- I- + + -I- d- -+- d- -{ t- -1 I -+- A + + + + + -+- + #- F -+- -I- I- + + I- + -+- -+- -+- + {- + + d- -+- -I- + -+- -+ + + + + +- I- + -+- -+- -+- { ' - Professional seal T + + + + _+_ _-{_ -I- _+_ + -I + + + + + + r i '= RE- tSTERED`I K �_-- — HITECT It LT-1 I A.9.2 __ 4 BANTAM — MORGAN ...�TATE ®F WASHINdTO1V L A.9.1 No. Issue Description Data REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City Electronic Stamp Location REViEYVED FOR CODE CO�r"iFLIANCE APPROVED NOV 22 2019 City of Tukwila BUILDING DIVISION .Drawn by. MK Project Manager: RM Project No: 19.0168.00 RESTROOM ELEVATIONS RECEIVEn CITY OF TUKWILA OCT 18 2019 Original drawing is 24" x 36". Scale entities accordingly it reduced PERMITCENTER A6.4 SLOAN CUSTOM AER-DEC INTEGRATED SINK SYSTEM, INSTALL PER MANUFACTURER'S 2'-2" (COUNTERTOP) RECOMMENDATIONS 77B11ft1'-31/8" 3° COUNTERTOP BY SLOAN CORIAN FINISH SS-1 2" X 10" FRT WOOD REINFORCEMENT ( BETWEEN STUDS, LOCATE AND INSTALL PER — — — — MANUF. REQUIREMENTS 3/q I O iT LINE OF CABINET I BEYOND 5/8" FRT PLYWOOD — BACKING, LOCATE AND I o INSTALL PER MANUF. i REQUIREMENTS ) m ATOP 5/8" TILE I PL-1 SHROUD BY SLOAN, BACKER BOARD GRAIN DIRECTION INSTALL PER MANUF. T-13 RECOMMENDATIONS FFL a t TILE RETURN TO MATCH ( OADA CLEARAN SCHEDULED WALL TILE D —SCHEDULEDFLOORTILE I SLAB ATOP i I _ VANITY SECTION i 1/2" = 1'-0'> 0" 4" 8" 12" 1 OF STRUCTURE Tf I GWB TO METAL STUDS LEG TOP TRACK :R DRIVEN FASTENER 0 24"oc CEILING AS SCHEDULED PROVIDE 5/8" TYPE "X" GWB UPTO 6" ABOVE CEILING WHERE ACT AND GWB CEILING PROVIDED. 3 5/8- X 20 GA. (33 MILS) METAL STUDS STUDS 0 24° OC, TO 14'-9 MAX. HEIGHT 2 1/2' X 20 GA. (33 MILS) METAL STUDS STUDS 0 16" OC, TO 1 V-7 MAX. HEIGHT INSULATION LION ON PLANS POWDER DRIVEN FASTENER 0 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB J NON -RATED FLOOR TO DECK PARTITION 3„ = 1,-O" 011 4„ 81, 12„ 2 2" X 10" FRT WOOD — REINFORCEMENT BETWEEN STUDS, LOCATE AND INSTALL PER MANUF. REQUIREMENTS I 5/8" FRT PLYWOOD — BACKING, LOCATE AND INSTALL PER MANUF. REQUIREMENTS 2'-2" (COUNTERTOP) 1 5/8" . 77/8" CL 101/2" O �- COUNTERTOP, BY SLOAN, COORDINATE OPENING FOR "N" CORIAN FINISH DRAWER PULL O c q r I PULL OUT CABINET, 0 BY SLOAN, INSTALL D PER MANUFACTURER'S z RECOMMENDATIONS a PL-1 TILE TOE KICK TO MATCH SCHEDULED WALL TILE OTRASH CHUTE SECTION 1 1/2" = V-0" 0" 4" 8" 12" PROVIDE INDUST VELCRO 0 CUSP BOTTOM, TYP FC INSTALLATION 0 TYPICAL COUNTE RECESS L_ EXISTING STRUCTURE 2 1/2' 25 GA MTL STUDS 0 24" O.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING 3/8.0 TITEN HD SCREW OR 3/8'0 EXPANSION BOLT 0 24' O.C. EMBED MIN. 2 3/4" 4„ EXISTING PARTITION 1 NEW AXIS PERIMETER SLOT LIGHTING OF BOTTOM FIXTURE STRUCTURE 1 2"X2"X12" MIN. LEG AT STRUCTURE - REFER TO A.2B.1 FOR ADDITIONAL TATTACH W/ (2) 1/4"0 TTTEN HO SCREW INFORMATION. VERIFY LENGTH OR (2) 1/4"0 EXPANSION BOLTS. PROVIDE REQUIRED AT EACH LOCATION PROVIDE ENCAPSULATED 1-5/8" MIN. EMBEDMENT. ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. PLENUM HEIGHT OF 5'-0" OR LESS 2 5/8° GWB TYPE 'X' 1/2'x25 GA METAL STUD BRACING 0 8'-0' ADD NEW TRACK IF REQUIRED OC TO STRUCTURE DIRECTION ALTERNATE. -VERIFY DIRECTION OF FRAMING PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0' TO 10'-0" t SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0' OR PLENUM. CONTACT ARCHITECT __ FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 151bs./P.S.F. EXISTING GWB SOFFIT SUSPENDED COUNG AS SCHEDULED PROVIDE NEW 5/8" GWB TYPE 'X' AS REQUIRED — 3/8° CONT. FOAM SOUND ISOLATION TAPE COVE LIGHT - - 3" i 0,; 011 4„ 8" 12" - TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF -TAPPING SM. SCREWS 0 48"oc, AND 3/4" PIPE SLEEVES PROVIDE BATT INSULATION IN CAVITY. t—a ram- 2 1/2' X 25 GA (18 MILS) METAL STUDS ° 0 24" OC, TO 10'-7' MAX. HEIGHT DILEX HKu SCHLUETER. USE CONNECTORS AS NECESSARY. USE END CAPS AT TERMINATIONS THAT DO NOT OCCUR 1 LAYER 5 8° TYPE 'X' GYP. BD. EA. AT WALLS. USE OUT I CORNERS TO WRAP THE SIDE OF METAL STUDS ATTACHED W/ #6 BASE OF THE WALL. SCREWS 0 12" OC MAX. /rr/r *'rrrrr POWDER DRIVEN FASTENER 0 24" OC It't///r METAL RUNNER TRACK /rrr r SEALANT CONCRETE SLAB %//r//rrirr////r upstraterr/rrir//r//f/ NON -RATED FLOOR TO CEILING PARTITION SCHLUETER BASE DETAIL 0" 4" 8" 12" 0" 1' 2' 3' CHANGING TABLE SECTION LJ 1/1/2° = V-0" 011 4„ 8 12" 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 0 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. DOOR SCHEDULE DOOR _ 3 S La W ob g N 101 EXIST EXIST B 2 EXIST - CONTRACTOR TO PROVIDE BLACK COMMERCIAL GRADE HOLLOW METAL CORE DOOR. 102 EXIST EXIST B 2 EXIST - CONTRACTOR TO PROVIDE BLACK COMMERCIAL GRADE HOLLOW METAL CORE DOOR. 103 EXIST EXIST A 1 EXIST - CONTRACTOR TO PROVIDE BLACK COMMERCIAL GRADE HOLLOW METAL CORE DOOR. HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GROUP 1 1 STOREROOM FUNCTION LOCKSEF SINGLE, STOREROOM LOCKSET 3 EA. HINGES NON -RATED 1 WALL -MOUNTED DOOR STOP GROUP 2 1 DEAD BOLT LOCK DEAD BOLT, UTILITY SPACE 1 FLUSH HANDLE NON -RATED 1 EA. HINGES DOOR TYPES EXISTING FRAME EXISTING FRAME -PAINT TO BE PAINTED �s BUILDING STANDARD PROVIDE NEW DEADBOLT w FLUSH H.C. w _AND FLUSH HANDLE _ METAL DOOR p / BUILDING STANDARD FLUSH H.C: METAL DOOR WIDTH WIDTH 1 A 1 1 RECEIVECI 4 CITY OF TUKWILA DI OCT 18 2019 PERMIT CENTER E = EXISTING, MATCH ALL EXISTING CONDITIONS SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 UNIBAIL-RODAMCO-WESTFIELD URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 111BURGESS DESIGN INTERIORS AftC HITECiURE All reproduction & intellectual property rights reserved c 2017 Professional seal ..- ._REGISTERffb�dJJJ. ARCHITECT RA ALL ALAN MORGAN B STATE OF WASHINGTON No. Issue Description Date REVIEW SET 09.16.19 PRICING SET 10.04.19 PRICING SET REVISION 1 10.11.19 PERMIT SET 10.18.19 City ElectronicFR'EV0N Location ,EDFOR DE CON,PLIANCE APPROVED NOV 22 2019 City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager. RM Project No: 19.0168.00 DOOR SCHEDULE / DETAILS Original drawing is 24" z 36". Scale entities accordingly if reduced A.9.1 DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW S -L AT LOCATION AS DIMENSIONED ON 6 PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW 6" FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT, IF CONTROLLER UGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED I OCCUPANCY SENSOR I m� CARD READER WHERE I OCCURS "o .N HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET i. LOCATE 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 EXRNGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. GENERAL DEVICE ALIGNMENT NTS PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS 0 END OF PARTITIONS. 3-#8 PAN HEAD SHL 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. ON TES: i. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WiTH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET TUTS 12 GA BRACING WIRE 8 GA. VERTICAL HANGER WIRE WITH MINIMUM 4 TIGHT AT V-0" EACH WAY WITH TURNS IN 1 1/2" BOTH MINIMUM 3 TIGHT TURNS IN ENDS OF WIRE-TYP. 1 1/2' BOTH ENDS OF WIRE BASIS OF DESIGN: ARMSTRONG SEISMIC COMPRESSION STRUT SUSPENSION 12'-0" O.C. MAX. IN EACH SYSTEM ICCES DIRECTION AS NEEDED. REPORT ESR-1289 CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC OR SBC 2015 SECTION 1613 MINIMUM STANDARD PER ^� ASCE 7-10, ALL OF CHAPTER,13 INSTALL PER MFRS. 5/8' G.W.B. ATTACHED SPECS. VERIFY REQUIREMENTS WITH CITY OFFICIALS. TO CROSS RUNNERS OTHER METHODS OF CONSTRUCTION MAY BE PERMITTED. ONLY. VERIFY WITH BLDG MANAGEMENT AND CITY. J GWB CEILING DETAIL TUTS COORDIW LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUR MOUNTING INSTRUCTIONS Ur rINIJrILU BRACKET: 6°Xi6ga IED STUD TRACK, rO 3 STUDS MIN. FLOOR ICAL ANCHOR BRACKET FRAMING i J PARTITION TYPE PLAN AS SCHEDULED C3 w 0 2 1/2" X 2 1/2 X 3/16" / STEEL TUBE POST R (j— 3/16" 2 1/2" X 7 1/2" X 1/4" STL — BASE PLATE ANCHORED TO FLOOR 3/4" TYP. + + (4) 1/2" l)IA. EXP. BOLT ANCHORS WITH 2-1/2" MIN. EMBED + + ISOMETRIC PARTIAL HT. PARTITION SUPPORT POST NTS SCHLUTER RONDEC-DB TO BE USED AT TRANSITIONS BETWEEN WALL TILE AND WALL COVERING, USE OUT CORNERS AT LOCATIONS THAT DO NOT TERMINATE AT THE WALL. K TILE TRANSITION DETAIL NTS 12 GA. BRACING WIRE CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC-1613 MINIMUM STANDARD: SECTION ASCE 7-10 SEE NOTES -0N M/A.9.2. RIFT' ALL REQUIREMENTS WITH BUILDING MaNAG MENT SEISMIC COMPRESSION STRUT GENERAL REQUIREMENTS 12'-0" O.C. MAX. IN EACH DIRECTION AS. NEEDED. REFERENCEQ SOURC�S PER HIERARCHY: IBC INTERNATIONAL BUILDING COD ), AMERICAN SOCIETY OF TESTING MATERIALS ((ASTM C 635, C fi36, E580 E, M580 , AMERICAN SOCIETY OF �ML ENGINEERS (ASCE 7-10� AND CEIDNGS AND INTERIOR SYSTEMS CONSi$UCT10N 12 GA. VERTICAL HANGER WIRE ASSOCIATI N (CISCA . AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO 1 1/2" BOTH ENDS OF WIRE STRUCTURE. BRACING SHALL BE INDEPENDENT Of CEILING SPLAY BRACING SYSTEM. PER ASCE 7-10 SECTION 13.5.8.E ALL MAIN BEAMS TO 8E HEAVY DUTY, PER ASTM E580 SECTION 5.1.E CEILING LESS THAN OR EQUAL TO 144 SOFT AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASTM E580 SECTION 1.4 . THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEWNGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS Of EARTHQUAKE MOTIONS, PER ASTM E580 SECTION 3.2. _ ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C., PER a MAX ASTM C 636 SECTION 2.3.4. TYR CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING PER ASTM E580 SECTION 5.2.8.E - TYP. LATERAL FORCE BRACING CEILING CONSTRUCTED OF SCREW OR NAIL ATTACHED GYB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10 SECTION 13.5.6.2.2 EXCEPTION 2, ASTM E580 SECTION 1.7. SEAFOOD CITY RESTROOMS WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL TUKWILA, WA 98188 UNiBAIL-RDDAMCO-WESTFIELD CEILING AREAS OF 1000 SOFT OF LESS SHALL BE EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASiM E580 SECTION 1.6. Up4V LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. WESTFIELD SOUTHCENTER MALL LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN NO FARTHER THAN fi' FROM WALLS. ASTM. E580 SECTION 5.2.8.2. ZBOO SOUTHCENTER MALL SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90 DEGREES FROM EACH TUKWILA, WA 98188 OTHER AND AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. ASTM E580 SECTION 5.2.8.2: - PURPOSES OTHER THAN USE OF 2° SEISMIC DERC CUP AT MOULDING SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A APPROVED BY COY. - DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH ASAFETY FACTOR OF.2 WHICHEVER IS GREATER PER CISCA ZONES 3 4 POWDER ACTUATED FASTENERS (PAPS) WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, F SHALL NAVE AN ICC-ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL I�JSPECTION - IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES (SPLAYED WIRES INSTALLED F1'IR SEISMIC RESTRAIN} ARE EXEMPT FROM THIS REQUIREMENT (VERIFY THIS TH THE LOCAL JURISDICTIONI. - - - � ACT SEISMIC BRACING DIAGRAM SPLAY WIRES ARE. TO BE WITHIN 2. OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. ASTM E580 SECTION 5.2.8.2 NTS RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES PER ASTM E580 SECTION 5284 BURGESS_ DESIGN -ERiOhS APCHIiE CTUeE All reproduction &intellectual property rights reserved c 2017 CEILING WRH PLENUMS LESS THAN 12 TO STRUCTURE ARE NOT REQUIRED TO NAVE LATERAL FARCE BRACING (VERIFY WITH THE LOCAL JURISDICTION). - - VERTICAL STRUTS MAY BE EMT CONDUR, METAL STUDS OR PROPRIETARY COMPRESSION POSE VERTICAL STRUTS MUST BE POSTTNEIYATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTM E580 SECTION 5.2.8.2. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES)) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2' WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, 7HE OTHER END SHALL HAVE A 3/4'CLEARANCE FORM THE WALL AND BE FREE TO SLIDE, PER ASTM E580 SECTION 5.2.2. - WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2° CLOSURE ANGLE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED MEfHODi. SOFFITS EXTENDING TO A DINT AT LEAST LEVEL WITHTHE BOTTOM PLANE OF THE FRID AND INDEP DEMLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE ---CENTERLINE OF DOOR DEEMED TO BE EQUIVALENT TO WALLS. PER ASTM E580 ASTM E 580 SECTION 5.2.3, SECTION 5.2.9.1. AND TRANSITION STRIP SPREADER BARS TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR"HAVE SOME OTHER APPROVED MEANS TO - PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH WALL PER ASTM E580 SECTION 5.2.4. - - SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. x¢ DOOR AS SCHEDULED SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8° OF PERIMETER WALL Professional seal CARPETING AS WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY `_ ,jT SCHEDULED - THEREQUIREMENTSFOR THE SPREADER BARS. (SUSPENSION) HANGER WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN i IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636 SECTION 2.1.4.. - qq RESILIENT TRANSiNON STRIP HANGER WIRES SHALL BE 12 GAGE AND SPACED 4' O.C. OR 10 GAGE SPACE 5'O.C. PER ASTM G 636. SECTION 2:1 � RESILIENT FLOOR ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL 8E CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER � LiANOaLL alaru n R i - AS SCHEDULED CISCA ZONES 3-4. F W�A�SNInrT-O--N POWDER DRIVEN FASTENERS ARE AN APPROVED {ETHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTAINENCE OF ALL OTHER REQUIREMENTS. (VERIFY WITH LOCAL JURISDICTION) b� TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8' OF EACH WALL WITH A PERIMETER HIRE PER / ASTM E580 SECTION 5.2.6. THRESHOLD @CARPET TO VCT. WIRE $HALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL. OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL 8E USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND No. Issue Description Dote G LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580 SEC110N 5.2.7.4. REVIEW SET 09.15.19 3'='Ir-0" ELECTRICAL FlXNRES PRICING SET 10.04.19 0 3 6 12 LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE PRICING SET REVISION 1 10.11.19 STRUCTURE ABOVE. THIS WIRE MAY BE STACK. PER ASTM E560 SECTION 5.3.4.- PERMIT SET 10.18.19 LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT - OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE THESE WIRES MAY BE SLACK. PER ASTM E580 SECTION 5.3.5. - LIGITT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS PER ASTM E580 SECTION 5.3.6 PENDANT MOUNTEOFlXNRES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED - .ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580 SECTION 5.3.7. TANDEM FIXTURES MAY UTILIZE COMMON WIRES — MECHANICAL SERVICES TERMINALS OR. SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SOME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1. City Electronic Stamp rOR TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE IN ADDITION TO 541 TWO 12 GAGE LIANCE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK PER ASTM E580 SECTION 5.4.2. [�EGk VE('f i ELlTERMINALS CiI"i�iOFTUt+�y`LA��9 OR SERVCES WEIGHING MORE THAN 56 POUNDSMUST 8E SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BYAPPROVED HANGERS. PER ASTM E580SECTION 5.4.3.SfISMIC m SEPARATION JOINTS�CTi$20�9 ilaFOR CEILING AREAS IXCEEDING 2500 S.F.A SEISMIC SEPARATION JOIN' OR FULL HEIGHT WALL PARTRTON THAT BREAHS THE CEILING -ANALYSES PERMITCENTER BUILDING SHALL BE PROVIDED UNLESS A(2E PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10 SECTION 13.5.6.2.2 b. - THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF J° . Drawn by:. ML( Project Manager: RM IN DELI OF SEISMIC SEPARATION JOINTS THE CEILING MAY 8E DIVIDED INTO AREAS LESS THAN 2500 SQUARE FEET 8Y THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS• PARTIDONS S I Project No: 19.0168.00 - GRID AND SHALL BE INDEPENDENTLY BRACED TO THE �S'TRU�CTUREAABOVEUSOFFTTS SHALL SEX�fEl1D OEA POINT ATTULEEASPT�LEVE� W(TH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ASTM E580 SECTION 5.2.9.1.. SPECIAL INSPECTIONS DETAILS VERITY WITH LOCAL JURISDICTION WHICH SPECIAL INSPECTIONS ARE REQUIRED. SPRINKLERS F FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2' OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST i' IN All HORIZONTAL DIRECTIONS: FLEXIBLE HEAD DESIGN THAT -CAN ACCOMMODATE 1' FREE MOVEMENT SHALL BE PERMITTEDAS AN ALTERNATE. PER ASTM E580. - - AC T NOTES Or'g'nol draw ng is 24" x 36". Scole entities accordingly if reduced NTS A.9.2