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Home My WebLink AboutPermit D19-0166 - HOLLISTER - TENANT IMPROVEMENTHOLLISTER 857 SOUTHCENTER MALL D19-0166 Parcel No: Address: �� City of Tukwila Department of Community Development 63OOSouthcenterBoulevard, Suite #10O Tukwila, Washington 981H8 Phwne:3V6'431'367U Inspection Request Line: 206'438-9350 Web site: http://www,TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 Permit Number: D19'0166 Project Name: HOLLISTER Issue Date: 7/11/2019 Permit Expires On: 1/7y2020 Address; Contact Person: Name: Contractor: Name; Address: License No: Lender: Address: WESTFIELD PROPERTY TAX DEPT POBOX 130940'[��WA, 92013 STONE FAISON PREMIER BUILDERS Il027THAVE NW, GIG HARBOR, WA, 98335 PR[K8|G~055KK VVESTF|ELDPROPERTY TAX DEPT POBOX 13O940'CARL5BAD,CA, 92013 Phone: (206)342-0I21 Phone: (253)858'9114 Expiration Date: 9/24/2019 DESCRIPTION OF WORK: REMOVING A WALL BETWEEN TENANT SPACE (HOLLISTER) AND THE ADJACENT STORAGE ROOM FOR THAT TENANT. REMOVING THE STOREFRONT FOR THAT TENANT. BUILDING A NEW 1 HOUR WALL TO CHANGE THE SIZE OF THE STORAGE ROOM. BUILDING A NEW STORFRONT. ALL INTERIOR NON-STRUCTURAL DEMOLITION AND Project Valuation: $100000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: |UB Electrical Service Provided by: TUKWILA Fees Collected: $2,648.81 Occupancy per IBC: ,N Water District: TUKVV|LA SewerDisthct: TUKVV|LA Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VYACities Electrical Code: VvACl96-46B: nergy Code: /i;:i Public Works Activities: Channe|isation/Sthping: Curb[ut/Aoess/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OversizeLoad: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Metc No Permit Center Authorized Signature: Date: `»~-� �-_� � � \--� I hearby certify that I have read and examined this permit and know the same to be true and correct. Ail provisions of law and ordinances governing this work will becomplied 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 re 9 constructionnrthe performance ofwork, |amauthorized tosign and obtain this development gKrnitan,01�ag/eetgtheconditions attached tothis permit. Signature: _— Print� v� �Name� ��/' This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended urabandoned for aperiod ofl8Odays from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT COMDFnONS' I Work shall be instalied 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. ]: 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: New suspended ceiling grid and light fixture installations shall meet the seismic designrequirements for nonstructural components. AS[E7.Chapter l3. S: Partition walls shall not hetied toasuspended ceiling grid, All partitions greater than 6feet inheight shall be laterally braced to the building structure. Such bracing shall he independent ofany ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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 onsatisfactory completion vfthis requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by -the City of Tukwila Permit Center. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft, of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906,9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identity the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 18: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 21: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC :1013.1) 22: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "1", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 23: Exit signs shall beilluminated atall times. Toensure continued illumination for aduration ofnot less than 9Ominutes incase ofprimary power loss, the sign illumination means shall beconnected toanemergency power system provided from storage batteries, unit equipment or on -site generator. (|FC1O%l6.]) 24: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (Illux) and a minimum atany point uf0.1foot-candle (Ilux) measured along the path of egress atfloor level. Illumination levels shall bepermitted todecline toO.Gfoot-candle (6lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (|F[1OO8.].5) 25: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation urmodification. 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 tosubmittal tothe Tukwila Fire Prevention Bureau. Nnsprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 26: Sprinklers shall beinstalled under fixed obstructions over 4feet (12m)wide. (NFPA13-8.6.S.3.l) 28: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations tufire protection systems shall bedone inaccordance with applicable standards. (|FC9Ol.4) 29: Afire alarm system isrequired for this project. The fire alarm system shall meet the requirements of N.F.P.A.7Zand City Ordinance #Z437. ]l: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls orpartitions may require relocation and/or addition mfaudible/visual notification devices. (City Ordinance #2437) 30: 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 afire department permit has been obtained. (City Ordinance #24]7)(|F[981.2) ]l: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA7O) 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 8O3.1lofthe International Building Code. 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #l437) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. ]G: These plans were reviewed byInspector S11. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(2O6)57544O7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BU|LD|NGRNAL~* 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKTIZ Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 1 7 Building Perm No. 00144.9 Project No. Date Application Accepted: -?-I '1 Date Application Expires: 1 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION 25 5 King Co Assessor's Tax No.: 920247-0010 Site Address: 48-00 Southcenter Mall, Tukwila WA Tenant Name: Hollister PROPERTY OWNER Name: Unibail-Rodamco-Westfield Address: 2800 Southcenter Mall City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Stone Faison Address: 1326 Fifth Avenue City: Seattle State: WA Zip: 98101 Phone: (206) 342-0121 Fax: Email: StoneF@BurgessPNW.com GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Suite Number: 1440 Floor: 1 New Tenant: LI Yes J .. No ARCHITECT OF RECORD Company Name: Burgess Design Inc. Architect Name: Randy Morgan Address: 1326 Fifth Avenue City: Seattle State: WA Zip: 98101 Phone: (206) 342-0117 Fax: Email: RandyM@bugressPNW.com ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 0,4.004:01 — 1 V. oat 4"Ac 6-4 Address: Z-250 et ccxAN.‘92.-1-4,- V‘Ac,‘-k,k City: __ c... State: to A Zip: et 2 vs3 H:\App1ications\For-AppIicaions On Line\ 2011 ApplicationsWermit Application Revised - 8-9- Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION 6-431-3670 Valuation of Project (contractor's bid price): $ 100,000 Existing Building Valuation: $ 215,944,500 Describe the scope of work (please provide detailed information): Removing a wall between a tenant space (Hollister) and the adjacent storage room for that tenant. Removing the storefront for that tenant. Building a new I hr wall to change the size of the storage room. Building a new storefront. All interior non-structural demolition and construction. Will there be new rack storage? [1] Yes E.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing . Interior Remodel Addition to Existing Structure New ; ; Type of - -Construction per . ; IBC ' Type of Occupancy per IBC lst Floor 2"d Floor 3d Floor Floors 1 thru 553,580 2,600 0 0 IIB M Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? E] Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers R/..., Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes )%r No If "yes', attach list of materials and storage locations on a separate 8-1/2 x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 14: \ ApplicationsTorms-Applications On Line \ 2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signatu Print Name: Mailing Address: VzstAo cdrkte. Date: -ZI tc-k, Day Telephone: 9GZZ k itit GJA 4Z10 City State Zip HAApplications \ Forms -Applications On Line \ 2011 Applications\ Permit Application Revised - 8-9-11 .docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY k. PAID $1,645.59 D19-0166 Address: 857 SOUTHCENTER MALL Apn: 9202470010 $1,645.59 DEVELOPMENT $1,568.42 PERMIT FEE R000,322.100.00,00 0.00 $1,543.4 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $77.17 TECHNOLOGY FEE R000.322,900.04.00 0.00 $77.17 TOTAL FEES PAID BY RECEIPT: R18096 °< $1,645.59 Date Paid: Thursday, July 11, 2019 Paid By: PREMIER BUILDERS Pay Method: CHECK 13656 Printed: Thursday, July 11, 2019 10:42 AM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTI PAID PerrnitTRAK ,003.22 D19-0166 Address: 857 SOUTHCENTER MALL Apn: 92024700 0 DEVELOPMENT 1,003.22 $1,003.22 PLAN CHECK FEE R000.345,830.00.00 0.00 $1,003.22 TOTAL FEES PAID BY RECEIPT: R17694 $1,003.22 Date Paid: Tuesday, May 21, 2019 Paid By: BURGESS DESIGN INC Pay Method: CHECK 016516 Printed: Tuesday, May 21, 2019 8:37 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: a T of lnsp tian: A ress: Date Called: Special Instructions: Date Wanted: +fir a.m. p.m. Requester: Phone No: AnApproved per applicable codes. COMMENTS: Corrections required prior to approval. nspecto Da REINSPECTION FEE REQUIRED. Prior to next ins • ectior1 fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspecti€an_ 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 b allay Project: Type of Inspection: Address: OS -rAZ Date Cat ed: Special Instructions: .. Date Wanted: ligVi -VI a.m. p.m. Requester: Phone No: , pproved per applicable codes. Corrections required prior to approval. 0 ENTS: nspec or: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit TION 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 bict-a64, Project: a 1 Typ Inspect on: Address: Date Called: Special nstru �►`► s. ��.. Date W tedd a.rx� �Reque • Rt Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: �nW t - 'iIMM11YN11.Y�wInI1.MMMYY��I,+�� M f l Inspector: 0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must 'e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0166 DATE: 05/21/19 PROJECT NAME: HOLLISTER SITE ADDRESS: 857 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: PMJ Building Division NIA— sWor W NO Fire Prevention Structural NAs AY/1- Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/23/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 06/20/19 Notation: REVIEWER'S INMALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire El Ping LJ PW El Staff Initials: 12/18/2013 Home. Espanol Con(act 'Search L&I Safety & Health Claims & Insurance A114 Washington VState Department of Labor & Industries A-Z Index Help My 1_,M Workplace Rights Trades & Licensing PREMIER BUILDERS Owner or tradesperson MOLLICONE, RICHARD Principals MOLLICONE, RICHARD, OWNER WA UBI No. 601 629 338 110 27TH AVE NW GIG HARBOR, WA 98335 253-858-9114 PIERCE County Business type Individual Certifications & Endorsements License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. PREMIB*055KK Effective — expiration 05/12/1995— 09/24/2019 Bond AMERICAN STATES INS CO Bond account no. 6374878 $12,000.00 Received by L&I Effective date 09/12/2005 09/09/2005 Expiration date Until Canceled Insurance Developers Surety & Indem Co Policy no. BIS0002626603 $1,000,000.00 Received by L&I Effective date 08/31/2018 09/12/2018 Expiration date 09/12/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Help us improve No license violations during the previous 6 year period. GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING ADJ - ADJUSTABLE MECH - MECHANICAL 1. PROJECT ADDRESS: ARCHITECT/DESIGNER: GENERAL CONTRACTOR: STANDARDS AS PROVIDED BY THE BUILDING OWNER. AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE 1440 Downsize Burgess Design, Inc. - TBD ALT -ALTERNATE MFR - MANUFACTURER WESTFIELD SOUTHCENTER MALL 1326 - 5th Avenue, Suite400 - 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALUM - ALUMINUM - MIN - MINIMUM 1440 SOUTHCENTER MALL, Seattle, Washington 9 98101 PLUMBING ENGINEER: DIFFERENT TRADES. APC - ACOUSTICAL PANEL. CEILING MISC - MISCELLANEOUS TUKWILA, WA, 98188 .Tel: 206.342.0121 TBD. - Bidder Design Build by G.C. 3. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. APPROX - APPROXIMATE ARCH - ARCHITECTURAL MTD - MOUNTED 2. APPLICABLE CODES & ORDINANCES: ATTN: STONE FAISON MECHANICAL ENGINEER; ACT - ACOUSTICAL CEILING TILE MTL - METAL 2015 INTERNATIONAL BUILDING CODE .BUILDING MANAGER: - TBD - Bidder Design Build by G.C. 4, CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND AV - AUDIO VISUAL N/A - NOT APPLICABLE 2015 INTERNATIONAL MECHANICAL CODE - UNIBAIL - RODAMCO- WESTFIELD - ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON BLDG - BUILDING NIC - NOT IN CONTRACT 2015 INTERNATIONAL FUEL GAS CODE WESTFIELD SOUTHCENTER MALL ELECTRICAL ENGINEER:. SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. - BOT - NITS - NOT TO SCALE 2015 INTERNATIONAL FIRE CODE 2800 SOUTHCENTER MALL TBD - Bidder Design Build by G.C. 5: ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID BOTTOM - CAB CABINET OC - ON CENTER 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2015 UNIFORM PLUMBING CODE TUKWILA, WA 98188 Tel: 847:779.4832 FIRE/LIFE SAFETY ENGINEER: UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. CL - CENTER LINE OFF - OFFICE 2015 NATIONAL FUEL GAS CODE (NFPA 54) ATTN: EMILY YEE TBD - Bidder' Design Build by G.C. CLG - CEILING - OPNG - OPENING 2011 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL CLR. - CLEAR OVHD - OVERHEAD THE WASHINGTON CITIES ELECTRICAL CODE NOTIFY. IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED COL - COLUMN P - PAINT 2015 WASHINGTON STATE AMENDMENTS - DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIREDFOR. TIMELY INSTALLATION IN CONC - CONCRETE PART - PARTITION 2015 ENISTING BUILDING CODE THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD CONF. - CONFERENCE PERF -PERFORATED 2009 ICC/ANSI 1.17.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES TIMES, PAYMENT OF RUSH FABRICATION OR .DELIVERY CHARGES OUT OF SEQUENCE PERIM - PERIMETER ..PLUMBING, MECHANICAL,- ELECTRICAL, INSTALLATION, OR DELAY OF INSTALLATION. OPTIONS TO BE AT THE SOLE APPROVAL OF DEMO - DEMOLITION PERP - PERPENDICULAR 3. GENERAL BUILDING DESCRIPTION: LIFE SAFETY PERMITS UNDER SEPARATE OWNER OR ARCHITECT. DEPT - DEPARTMENT TYPE OF CONSTRUCTION: - LIB SUBMITTALS. DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE FIRE RESISTIVE SYSTEM: SPRINKLERED PER NFPA13 QUICK RESPONSE HEADS 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN DIA - DIAMETER. - PLYWD - PLYWOOD OCCUPANCY TYPE: 'M' MERCANTILE - ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. DIFF - DIFFUSER QTY - QUANTITY DIM - - DIMENSION (R) - RELOCATED 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: - - 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT DTL - DETAIL - RA RETURN AIR SHAFT. ENCLOSURES: 2HOURS ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO DW. -. DISHWASHER -REFLECTED CEILING PLAN EXIT STAIR ENCLOSURES: 2 HOURS NOT SCALE THE DRAWINGS. NOT DWG - DRAWING EA -. EACH RED - RECESSED.""' CORRIDORS: NOT RATED PER IBC TABLE 1020.1 .._ 9. THE. USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, EL - ELEVATOR REF - REFERENCE 5. EXITS:. OR SECURE" AS REQUIRED. ELEC - ELECTRICAL FREER - REFRIGERATOR APPROXIMATE AREA OF CONSTRUCTION: - 2,600 SQ/FT ELEV - ELEVATIONS - REL - RELOCATE TOTAL APPROXIMATE SUITE AREA: - 1,293 SQ/FT 10. ALL. MATERIALS AND EQUIPMENT. SHALL BE INSTALLED IN STRICT ACCORDANCE WITH EQ - EQUAL REV - REVISION OR REVISED OCCUPANT LOAD FACTOR: -1,293 / 300 MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES, ACCEPTED STANDARDS. EQUIP - EQUIPMENT RM - ROOM NUMBER OF TOTAL PROPOSED OCCUPANTS: - 5 LEGAL DESCRIPTION / PARCEL N O 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE 'EXT - EXTERIOR RO - ROUGH OPENING RTD -RATED NUMBER OF EXITS REQUIRED: - 1 MINIMUM EGRESS WIDTH REQUIRED: .. SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND FA -FIRE ALARM SCHED -SCHEDULE - 10 COMMON PATH OF TRAVEL: - i00' SPRINKLERED PER IBC TABLE 1006.2.1 PARCEL NUMBER: 920247-0010 COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ONA. BIWEEKLY BASIS. FD - FLOOR DRAIN FE - FIRE EXTINGUISHER SF - SQUARE FEET/FOOT 6. PROJECT DESCRIPTION: 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO FEC -FIRE EXTINGUISHER CABINET . - BHT - SHEET SIM - SIMILAR ' NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS AND FINISHES. LEGAL DESCRIPTION: WEA SOUTHCENTER LLC BSIP PER BSIP REC 256 S PGS 1-9 WHICH REPLACES -BSIP THE TENANTS. - FINISH FLOOR ELEVATION FIN FIN -FINISH SPEC -SPECIFICATION RED VOL 249. PGS 77-84 (AKA PARCEL A TUKWILA BSIP L10-032 REC KW �.. - 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING FLUOR - FLUORESCENT SPKLR - SPRINKLER #20101021000765) SEPARATE PERMIT OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF FLR - FLOOR SPKR - SPEAKER RE UIF FOR: EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH FO - FACE OF SQ - SQUARE Mechanidal THE BUILDING MANAGEMENT. FDIC -FURNISHED BY OWNER, INSTALLED STD - STANDARD Eledtridal 14: ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR BY CONTRACTOR FTIC - FURNISHED BY TENANT, INSTALLED STL -STEEL STOR - STORAGE - Plumbing OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BY CONTRACTOR STRL - STRUCTURAL .Gas Piping BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE PURR - FURRING S- STRUCTURAL - - City ofTukwOa . City . INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. GA - GAUGE SYMM -SYMMETRICAL MM 15. EACH SUBCONTRACTOR. IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON. THE GC -GENERAL CONTRACTOR GL - GLASS TBD - TO BE DETERMINED TEL - TELEPHONE OR TELECOM DRAWING /\ INDEX SHALL REPAIR SAID DAMAGE AT. PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT. ELEVATOR VESTIBULES, ETC. GWB - GYPSUM WALLBOARD D TEMP - TEMPERED _ HC -HANDICAPPED THK -THICKNESS DRAWING ISSUED -. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. HDW - HARDWARE TO _ TOP OF or " HIM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB 17. UPON COMPLETION OF ALL CONSTRUCTION, THE. CONTRACTOR SHALL SUPPLY THE HR. - HOUR TYP - TYPICAL ou \ \ LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS: INCI_ -INCLUDED OR INCLUDING LION -UNLESS OTHERWISE NOTED o INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY ,O N _ 18. ALL MATERIALS TO BE NEW LION. INSUL - INSULATION VCT - VINYL COMPOSITION TILE as as STREET MAP G. NERAL 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEWxz FV - LINEAR RFOOT W/Y VIF - VERIFY IN FIELD. W/ -WITH X X_ _ GOO COVER SHEET 1 PROJECT INFORMATION WORK AND AS REQUIRED FOR FINISHED APPEARANCE. MATL - MATERIAL WC - WATER CLOSET X X G.O.1 PROJECT NOTES 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BAC,PNG` MAX - MAXIMUM MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD 4 aX X _ G.0.2 LIFE SAFETY PLANZ CODE SUMMARY BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL W/o - WITHOUT s - - ARCH ITFCLL INTERIORS OTHER ITEMS REQUIRING IT. _ •� 4i" 1, -21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. �I ss Tr. _ X A. -DEMOLITION CONSTRUCTION PLANS X X A.2B.1 REFLECTED CEILING DEMOLITION/ CONSTRUCTOR X C 1 POWE�`-iDf�TA FINISH PLAN. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES t 'G ® ':, ,„,,, i AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE' - r i X X A.9.1 QQQR SCHEDULE DETAILS X A.9.2DETAILS/ ELEVATIONS (3) COPIES FOR REVIEW.._X., _ 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT T0.-- ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. ,1y£ 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON. THE DRAWINGS SHALL BE ;'.. - COMPLETELY PROVIDED AS IF DRAWN IN FULL. s - - - 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE --- LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED T0. BE A COMPLETE LIST. ' THE - ARCHITECT WILL DEFINE THE. INTENT OF ANY IN QUESTION. - DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - 1 ":25' - -_ REVISIONS A DEFINITIONS: No changes shall be made to the scope - of won, W itnoui prior aporoval of the Tukwila Building Division 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. NOTE: Revisions will require a new. plan + submittal and may include additional plan review. 2. "SIMILAR" OR "SIM," INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO m 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. p1 SYMBOLS 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. . y o FIL ELEVATION. REFERENCE SYMBOL INDICATES FINISHED SURFACES TO ALIGN 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF {�.. s. ' z�' Permtt No: approval to errors and planreviewApproval U DETAIL ID � DRAWING TITLE BAR L A.D6.XX R DETAIL IDENTIFICATION PARTITIONS.. B. DIMENSIONS: t ?? construction omissions Approval of aonetruCSion Documents Does not auths+nze the violation of any aacimea code or F, ordinan lot of appro,ed Field Copy and DRAWING TITLE SHEET N0.D GRAPHICAL 1. DIMENSIONS ARE INDICATED THE FACE OF FINISHED SURFACE ALL NEW AND s`- `? ,�,� rA I o a xno a M JCP'ney er.. SCALE EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS S OTHERWISE NOTED. k tt, Date 7 l✓ l _� SECTION REFERENCE SYMBOL �A'1 TITLE 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & ITT ouuoNc aisior. PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. DTL A. STRUCTURAL DRAWINGS FLOOR ELEVATION SYMBOLS B. LARGE SCALE. DETAILS 92'-0" +1'-0" NOMINAL FLOOR /- ELEVATION C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS _ RECEIVED DETAIL REFERENCE SYMBOL HEIGHT (ABOVE/BELOW) E. FLOOR PLANS CITY. OF: TUKWILA DTL BUILDING SPACE / ROOM ID 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE 21 2019 SHT OFFICE -•�- SPACE NAME REQUIREMENTS SHALL BE MAINTAINED. - :MAY u�jMMNN pp 1127 -+- SPACE NUMBER GRID LINE SYMBOL DIMENSIONN 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB; UNLESS PERMIT. CENTER h�NER DOOR SYMBOL OTHERWISE NOTED. A 20' - O° o J- 5. VERTICAL DIMENSIONS ARE INDICATED FROM FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH THE FLOOR ELEVATION TO FACE OF FLOOR - "AFF". s -._ DOCUMENT SHEET SYMBOL OX -".- KEYED. SHEET. NOTES 6.. CEILING HEIGHTS ARE INDICATED FROM THE .SUSPENDED ACOUSTIC CEILING GRID OR FACE TYPES, UNLESS OTHERWISE NOTED: FLOOR ELEVATION TO THE FACE OF OF FINISH MATERIAL FOR OTHER CEILING L ANGLE G1 Q AT - GLAZING SYMBOL 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. CENTERLINE A- REVISION NUMBER INDICATED BY DIMENSIONSLL TASREQUIRENOTED D SIZE, CLEARANCES, AND RELATIONSHIPS ARE - UNIBAIL-RODAM CO-WESTFIELD A Tenant Improvement for: URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN All r,pmductlon & 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 OWNER / REPRESENTATIVE AND THE TENANT. Profess onot seal A 1 1 .CfIITECT. oS .15 No. Issue Description Date + REVIEW SET 05.15.19 PERMIT SET 05.21.19 City Electi so, ip L N(J9VVED FOR CODE COMPLIANCE APPROVED Y 24 .�,01,� City of Tukwila BUILDING DIVISION D n by.. SF Project Manager: SF Project No: 19-0138-00 COVER SHEET/ PROJECT INFORMATION 0 9nal drawing is 24" x 3a". Scae entities ocr rdngN if reduced V •0.0 'L,\' C PROJECT I i O T P" J DOOR HARDWARE i. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION MID MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED 28. PROVIDE VGT, SHEE( 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, LINO. REDUCING STRIPS TO OCCUR AT ALL AREAS OMSKLN 7MN - MECFUNK:AL 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM, CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS .INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. OF FLOOR MATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL UNO. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: 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 2: PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE BASE TO BE INSTALLED EO IN LONGEST: AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". JOINTS AT OUTSIDE CORNERS OR A DUCTS, AIR MOVEMENITREQUIREMENTS, & SIZES OF GRILLES & REGISTERS. - ADMINISTRATION OBLIGATIONS. - WITHIN 6° OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY. WIT ME 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT, UNIT. ALL 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS, PROVIDE AT LEAST TWO (2) KEYS FOR PRIOR TO INSTALLATION. WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. EACH LOOK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY BUILDING MANAGEMENT. 31. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTMOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO TOLERANCE i/4" OVER 10'. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. WITH RECEIVE NEW FLOORING. MAX. ALLOWABLE REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. - 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 32. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, DON. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. 5. ALL DOORS SHALL HAVE A MINIMUM OF i-1/2 PAIR OF BUTT HINGES, ONE LATCHSEf OR LOCK SET. AND ONE DOOR STOP 33. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 6. IN OPEN CEILING CONDITIONS DESIGN OF WAG WILL ACCOUNT FOR CHANGES IN THE RETURN AIR PLENUM ALL WAG WILL BE VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. TO MEET ACCESSIBILITY REQUIREMENTS. VISIBLE AND OF SUITABLE MATERIAL AND INSTALLATION METHOD. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 6. ALL HARDWARE SHALL. BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 34, PROVIDE, AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 7, IN HIGHRISE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. - 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL. RATED ASSEMBLJES, 35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S RENEW. NEEDED. DMSKIN X%lA - ECRNC'11 ANn 7Et mLRJ MI JliONS CONDITIONS 36. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM Of TWO FINISH COATS OF P DIMON I - GENERAL B. ALL HARDWARE. SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH, O BENJATE MOORE FINISH LATEX PAINT OR APPROVED EQUAL, LION. PROVIDE FOR NUMBER OF PAINT COLORS AS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, 9. SET UNITS LEVEL. PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS TUGS. V INDICATED IN DRAWINGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. PLATES TO MATCH NEW FINISH IF APPLICABLE. LION. NECESSARY FOR PROPER INSTALLATION AND OPERATION, 37. FINISH DOORS, DOOR FRAMES, AND SIDELGHT FRAMES AS INDICATED IN DRAWINGS. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE 10: ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO - (EA FINISEDIT COATS. A OUTLETS PER POWER AND DATA PLAN. CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SELECTIONS. - EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING HAKE A 3. PROVIDE MUD RING FOR DATA AND COICATED BURGESS DESIGN MAY MAKE ALTERNATE APPLICATION MADE. A COMMERCIAL GRADE CLEAR SATIN VARNISH. MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. ON D A 3. SHALL VERIFY ALL REQUIREMENTS EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES. AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. INCLUDING REQUIREMENTS E ii. 38. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON, EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN 12. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: (AWS) FOR PAINT SYSTEMS, LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS, GRADE EXPENSE. PANIC HARDWARE - UL #305 LIGHT COLOR PAINT FINISH ON GYPSUM: BOARD SURFACES. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, .ALL DEVICES SHALL BE GANGED UORL 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED T0, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, FIRE EXIT HARDWARE - UL #106 & UL #305-S- - - U ELECTROMAGNETIC LOCK HARDWARE L FWID A8635 39. PAINT FOR THE DARK SURFACES TO.CONFORM TO THE REQUIREMENTS FOR THE 'ARCHITECTURAL SPECIFICATIONS MANUAL" -. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL 8E ON'A GROUND FAULT INTERRUPTED 'CIRCUIT. AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 5 I85. VERIFY WITH BUILDING (AWS) FOR FAIL SYSTEMS. LATEX PALM: AWS SYSTEM 3-8 "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. STANDARD & MANAGEMENT. AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. - DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT. "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON 13. ALL EXTERIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING. 40. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT. STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH GREEN DOT, 'EMERGENCY' OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.LC." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE COVER PLATES SHALL BE BUILDING STANDARD FINISH, LION. VERIFY WITH BUILDING MANAGEMENT. FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES 14. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4` TEMPERED SAFETY GLAZING, UON. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES, FIRE/EMERGENCY 15, CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS 42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, DON. B. PROVIDE SEPARATE CIRCUITS FOR TENANTS EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. TIONS FIRE EXTINGUISHERS AUDIBLE ALARMS, STROBES, NOT LIMITED TO SPRINKLER MODIFICATIONS, SYSTEMS INCLUDE BUT N SPRINKLERS DETECTORS, AND EXIT SIGNS SMOKE AND HEAT DETE( i6. THIS S PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SURFACES S SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS ESPECIALLY IN 43. ALL PAINTEDE 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW ' GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GUZN REGARD TO THE ARMING OF EXISTING SURFACES). ) FURNITURE. F 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. - BEFORE PROCEEDING WITH THE WORK, 44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 17. RATED GLASS (CERAMIC) RELATE SHALL BE PREMIUM POLISHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3 45. SAND All WOO) SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. S. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING CEILIN9. MANAG MANAGER, LINO. - 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD OMSION PX - FINISHES 48. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED T0: SPECIFICATIONS. - 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE FINISH. ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, PLANS. - 47. MAKE FINISH PARK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING, MAKE EDGES OF 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL UNES AND DIMENSIONS, BEFORE DOING AND WORK,. THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. - CURRENT FLAME. SPREAD REGULATIONS. LOCATIONS TO BE. PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR ARCHITECTS OF ANY DISCREPANCIES. ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. ". 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS SHALL BE LEFT FLUSH. - 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY, DO NOT SCALE PLANS, ALL DIMENSIONS ARE TO FINISHED FACE UNLESS 3, ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT. ON SE ARCHITECTURAL DRAWINGS INDICATE ULTDR .ONLY OF DEVICES SHOWN, SWITCHING AND CIRCUITING SHAil BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS-BBUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES OTHERWISE NOTED. C WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, DAASWN 761 - FINiNISHINOS 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY UON. APPLICABLE CODES 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. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO UKE-NEW CONDITION,. E 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. 14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY CEILING GRID. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHAME SET A MINIMUM DIMENSION BETWEEN EACH DEVICE. _ SCHEDULE CONFLICTS. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS, PROVIDE WITH SHEET METAL BACKING WM41N ALL 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL '.. 15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN LIEU OF STANDARD ALL WORK SHAD. BE WARRANTED FOR WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK. IF APPLICABLE. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. CONTROL. ONE YEAR. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE 16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS UTILIZE REBAR OR TENDON PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE INSTALLATION. DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS, B. ALL DRYWALL TO BE 5/8" TYPE. 'X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL OR CEMENT BOARD WHERE 6. TENANTS FURNITURE SHALL BE THE RESPONSIBILITY OF THE TENANT AND THEIR VENDOR. GC SHALL INVITE AND COORDINATE 16. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. ' DIVISION 11 - SITE WORK AND DEM mON REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UOLL TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS. 19, THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER &DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR. 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS ALL AREAS SHALL BE LEFT BROOM CLEAN. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD 7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC, SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, OTHERWISE BE EXPOSED OR SEMI -EXPOSED. UNO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE 2. DEMOLITION OF TELEPHONES, ELECTRICAL. VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS DIVISION %%I - FIR' SUPPRESSION VENDOR. DEMOLITION OF. CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. SPECIFIED. POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY 71, EXTEND ALL SOFFIT. FRAMING TO STRUCTURE ABOVE, PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 1ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. F21 URNITURE. FURNITURE. FINISHES & CASEWORK.. FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE 2. PRWDE'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. 'C 22, PROVIDE EXTENSION RINGS PMOUNTING ACCESSORIES.WHERE. REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. 4. ALL EXISTING CONSTRUCTION ITEMS THATINTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN /SPACE CODES AND PS SHOWN ON DRAWINGS COORDINATE WITH INTERIORflNISHEHES'AIND AND CCASEWORK. PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED: 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES. ETC. ON BOTH SIDES OF 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGNDOCUMENTS To ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT CROSSING/PENETRATING. WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY CODES ANDTAWS AND,LAWS. PRIOR TO INSTALLATION. AREAS OR AS SPECIFIED TO PROVIDE A "UKE-NEW FINISH". APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-1080 5-LB, MULTIPURPOSE. EXTINGUISHER WITH 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT 14. FIRE AND SMOKESEPARATIONASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7, SQUEEZE TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, LION FOR ALTERED SUITES. - IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 15. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS S. 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. 25. IN AN OPEN CEILING CONDITION ALL ELECTRICAL AND. VOICE DATA SHALL BE VISIBLE AND SUITABLE INSTALLATION METHODS 7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARING ANY SITE WORK. AS INDICATED ON DRAWINGS SHALL BE USED. DMSION V1 - ARCHITECTURAL CARPENTRY AND CASEWORK 16. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY, VERIFY WITH BUILDING MANAGEMENT IF 6. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: A LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. 26. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A (CALL BRACED OR PROVIDE PER CODE. IXISTING CONDITIONS ARE SEISMICALLY B. PRESSURE REQUIREMENTS MAXIMUM OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AN D REGULATIONS. .. 1: ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING. ROUGH FRAMING, WOOD CURBS, BUCKS, HAILERS C. SPRINKLER, HEAD SPECIFICATIONS. BACKING, FIXTURE FRAMING,, EQUIPMENT SUPPORTS, ETC, AS DETAILED. 17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES D. LOCATION OF FIRE PROTECTION. RISERS AND WALL HYDRANTS 27. WHERE MULTIPLE SWITCHES OCCUR IN A' SINGLE LOCATION, ALL: SWITCHES SHALL BE GANGED LION i. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS E. CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 28, WHEN WORKING IN PUBLIC CORRIDOR OR COMMON AREAS VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, PROVIDE CUTOUTS AND OTHER SPECIAL ED ITEMS. DIFFUSERSSPRINKLERS, AND OWNER INSERTED ITEMS. 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR. TD INSTALLATION. INCLUDE HORNS AND STROBES. 29. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE. SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE 3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. 19. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 30.. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CABINETS SHALL BE RUSH CONSTRUCTION, E CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TILE. LION. 4. PROVIDE PARTICLE BOARD, MED, DENSITY, WEIGHING 140 LB./CU. FT., AT LEAST 3/4" THICK. 20. ALL MATERIALS SHALL HAVE CUSS i FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 9. USE INF13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY Citt FOR THIS PROJECT. CI S 31. REUSE All EXISTING BUILDING STANDARD FLUORESCENT FIXTURES LA NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS 5. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR 21. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 10. IF CEILING IS DESIGNED FOR AN OPEN CEILING CONDITION, GC SHALL PROVIDE SPRINKLER NERDS IN AN UPRIGHT CONDITION . 32. PERMIT DRAWINGS TO BE REVVIEWED AND APPROVED IN WRUNG BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, DON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 22. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF i/8` IN 12'-0`. ANCHOR AS REQUIRED. WORK SHALL BE M31BLE AND SUITABLY CONSTRUCTED. 6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR. AND FORMICA, UON. DIVISIONXXII - PLUMBING33. - ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. SHELVING SHALL COMPLY WITH AWL SECTION 23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL. AND MATCH CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 600. NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, 34. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. REFRIGERATOR. AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC, k. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAN SALE HINGE AND FULL EXTENSION HEAVY DUTY DRAWER HIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. 8. INTERIOR' CABINET SURFACES & SHELVES TO BE OF PRERNISHED BOARD WITH POLYESTER OVERLAY, LION. - 25. IN OPEN CENNG CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD,. UON. D. LIGHT FIXTURE SPECIFICATIONS 9. SHELF EDGING TO BE P-LAM, DON. CONDITION, HANGING, CONDUIT. DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS Wf1Ti 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 LEVEE. FLOOR FINISH, UNO. THIS MAY 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 35. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION LO SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT RENEW. REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE, 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE, VERIFY LOCATIONS WITH 36. CONTRACTOR SHALL CIRCUIT AND RE -SWITCH All ASPECTS OF TENANT SUITE AND ADJOINING SURFS AS NECESSARY TO Dn Suw VII RIERNN AND MOISTURE PROTECTION ION HEAD 26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING 1t40 FEET ON EACH SIDE OF PARTITION BUILDING MANAGEMENT AND INSPECTORS. SUITE FULLY SEPARATE TENANT FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. _ ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 6. ALL PLUMBING FUTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 37. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY WATERPROOFING 27, NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF 7. CONTRACTOR SPROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 1. WHEN PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT. GC SHALL VERIFY ALL INSULATIONONEITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. APPROVAL PRIOR To INSTALLATION. 38. PROVIDE, ALTER VERIFY' ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION. CONDITIONS AND CODEE REQUIREMENTS. 2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING 8. VERIFY WATER SUPPLY &SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTRDOMS ARE ADDED TO BUILDING. 39. EXIT SIGNS SHALL HAVE UL924. MANAGEMENT. 40. PROJECT MAY HAVE MULTIPLE LIGHT SOURCES AND LAMPS.. CONTRACTOR SHALL PROVIDE CONSISTENT LAMPING FOR ALL FIRE PROTECTION LIGHT FIXTURE AND BETWEEN FIXTURE TYPES 3,500K IS PREFERRED. NOTIFY DESIGNER IF CONSISTENT LAMPING IS 1. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN RATED ASSEMBLIES. UNOBTAINABLE AT THE START OF THE PROJECT. FIRE PROTECTION AS NEEDED. 41. VERIFY ALL ENERGY. CODE REQUIREMENTS WITH JURISDICTION OF RECORD.. VERIFY LIGHT SWITCHING WITH TENANT AND 2. IN OPEN CEILING CONDITIONS REPAIR OR REPLACE BUILDING MANAGEMENT. 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 42. PROJECT MAY HAVE LED LIGHTS SPECIFIED. PROVIDE LIGHTING LEVEL ANALYSIS (IN FOOT CANDLES) FOR DESIGNER'S REVIEW - MATERIALS. BEFORE ORDERING PRODUCT. VERIFY CONTROLS WITH DESIGNER. ALL LED FIXTURES SHALL HAVE DIMMING CAPABILITIES $O THAT AS FIXTURE DIMINISHES THE POWER CAN BE INCREASED SO THAT LIGHTING LEVELS REMAIN CONSTANT AT 70% OVER THE LIFE OF 4. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBLIES AS NEEDED. MATCH EXISTING THE FIXTURE (10 YEARS), RATINGS AND CONDITIONS. -PROVIDE FIRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. VERIFY WITH BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS. - 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 SOTHAT THE OMSWN WII - DOORS AND HARDWARE BUILDINGS WARRANTEE AND OPERATION IS MAINTAINED. DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. RECEIVED 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. .CITY OF TUKWILA REVIEWSUITE DOOR STYLEVERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE TOELI PRAND 212019 HSHALL TCHFOR DOOR AND T STYLE A VARIATION IS PRESENT. ALAI PERMIT CENTER UNIBAIHODAM CO-WESTFIELD A Tenant Improvement for: URW WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 BURGESS DESIGN F= , A ,ee All reproduction & intellectual property rights reserved c. 2017 Professional seal EGS 14 M CHTEFITECr RANDAU. ALAN M020YN STATE OF WASHINGTON� No. Issue Description Dote REVIEW SET 05.15.19 PERMIT SET 05.21.19 City Electronic SLB'UICLDING ¢i9WED FOR E COMPLIANCEPPROVEDAY 2 4 2019 yof Tukwila DIVISION Drawn by: SIF Project Manager:. SF Project No: 19-0138-00 PROJECT NOTES Q,Nml drawing is 24" x 36". Scale entities o ndngly if reduced G.0.1 P Lr EGRESS SUMMARY TOTAL OCCUPANCY = 3 OCCUPANTS ® EGRESS WIDTH PER OCCUPANCY: 0.682 MINIMUM EGRESS WIDTH REQUIRED: 3'-8" MAXIMUM EXIT ACCESS TRAVEL DISTANCE TO EXIT ALLOWED: - S OCCUPANCY WITH SPRINKLER SYSTEMS PER TABLE 1016.2 AND PER 402.8.5 = 200, a a � 0 0 � UNIBAIL RODAMCO WESTFIELD FE FIRE EXTINGUISHERS: 75`-0" MINIMUM DISTANCE BETWEEN FIRE EXTINGUISHERS, G.C. TO VERIFY ATenantlmprovementfpr: - ACCURACY URW WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL F.E. FIRE EXTINGUISHER LOCATIONS TUKWILA, WA 98188 ne NOTE: PROVIDE EGRESS ILLUMINATION PER IBC 1006. ' CONTRACTOR IS RESPONSIBLE FOR o DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE SUMMARY NUMBERS SHOWN ARE MAXIMUMS] I BURGESS DESIGN 1. OCCUPANT(S) PER ROOM - BASED ON TABLE 1004.1.2 OF THE I.B.C. ° O = STORAGE: 1 OCCUPANT PER 300 SQUARE FEET P11 reproduction a intellectual property rights reserved c 2017 2. TYPE OF OCCUPANCY LOAD APPLIED - BASED ON THE ABOVE LEITER B TOTAL S OCCUPANTS = 13 S OCCUPANTS 4.31 TOTAL OCCUPANTS = 5 (1 EXIT REQUIRED; 2 PROVIDED) 0 DIR MAXIMUM DISTANCE FROM MOST REMOTE LOCATION IN Prof-1-1 seal SPACE TO THE ENTRANCE TO THE MALL OR TO THE -_ EXIT PASSAGEWAY IS 200' PER IBC 402.8 GIST *151 O EXIT ® ARCHITECr LONGEST COMMON to I 1 PATH OF EGRESS aratfOFA Hal oN I TRAVEL: 75'-6" — RERIL ( - t7,408 SF/ 30 1 t05 RETAIL _ p 247 OCC. I t5,880 SF/ 30CED- 1 ® - Mr AREA OF WORK I I— STORAGE Na. leeae Description Date I I r REVIEW SET 05.15.19 mt I (AREA OF WORK) u I I t1,293 SF/ 300 PERMIT SET 05.21.19 I II 1 1 ( 1 5 OCC. 11 I o I L I IEXI 1 ta' 41 SHIPPING 1 1 ® t2,733 SF/ 300 o — 144' 10 OCC, 2' EXIT PASSAGEWAY. TRAVE DISTANCE NOT LIMITED City Electronic st alp, raddE�lED FOR WITHIN THE EXIT ` \� ° \\ 46' _ PASSAGEWAY PER IBC 40 8 \\ � j ✓E COMPLIANCE 1 - \ APPROVED. 1 �\ MAY 2 4 2019 �\\ _ City of Tukwila \\ BUILDING DIVISION EXIT P. ❑ - Drawn by: SF Project Manager: SF w.........._. _._ --- Project No: 19-0138-00. ALL EXITS ARE EXISTING. Q� EXIT_. NO CHANGE OF USE. - LIFE SSAFETYPLAN/ CODE SUMMARY ' RECEIVED — CITY OF TUKWILA MAY 212019 0 goal drawing is 24" x 36". Sc le Ptitle, accord ngty if reduced CODE SUMMARY PERMIT CENTER 1/8>, _ 1>_ 0. V .®.2 I O(E) 4oz.a6.1 �I l if II1 .� %E I II i TM WI LAWEST OF— NE NOT IN I 6 � �- M- 1 I�-— scarE of Wr1roc: ;7 (1 ELEC 1 ROOM I RECYCLE o. DEMO. PLAN 1/8„ = 11— 011 0 8' 16' 24' DEMOLITION SYMBOLS t= _ _ =Y EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN GENERAL 'DEMOLITION NOTES L. 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, VON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE -USE, UON.I 4. 'REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, DON. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. 6. PATCH AND REPAIR ALL GWB WHERE DEMOLITION OCCURS. KEYED SHEET NOTES O DEMO DOOR, FRAME, AND HARDWARE. < REMOVE PORTION OF EXISTING PARTITION. O3 DEMO CASEWORK, SHELVING, CEILING, FLOORING, AND FIXTURES IN THIS 5'-0' DEMOLITION ZONE. O DEMO ALL SLIDING STORAGE SHELVES, WALL MOUNTED SHELVES, BUILT IN CASEWORK, AND FLOORING. GRIND FLOOR GLUE TO PREP FOR FINISH. as.1 SYMBOL LEGEND EXISTING CONSTRUCTION TO REMAIN NEW RATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL J OR K /A.9.2 ♦ NEW NON -RATED INTERIOR FULL HEIGHT CONSTRUCTION, PER DETAIL NEW NON -RATED INTERIOR CONSTRUCTION BARRIER..' EXISTING CASEWORK / MILLWORK TO BE DEMOLISHED LINE OF UPPER CABINETS F.D. NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET . u N I BA I H O DAM C O'W EST F I E LD A Tenant Improvement for: URW WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL TUKWILA WA98188 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 BURGESS I DESIGN I ATTACHED TO PARTITIONS, 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, DON. 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 At reproduction & Intellectual property rights. reserved c 2017 OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE—RETARDENT TREATED WOOD.. 9. REFILL ANY ABANDONED CORE DRILL HOLE OR SIMILAR WITH FIRE PROOFING THAT MATCHES. THE FLOOR RATING. LON: Profess'onm se61 KEYED SHEET NOTES O DEMOLITION ZONE TO BE FINISHED UNDER A SEPARATE SCOPE OF WORK: O THIS SIDE OF NEW WALL TO BE LEFT UNFINISHED. DO NOT HANG. GWB ON THIS SIDE OF DEMISING WALL. O NOT USED. < REPAIR/INFILL MALL TILE WHERE DAMAGE OR DEMOLITION. OCCURS. _ € �ISTc'sn U ARC(-! _CT P 5O. GRIND GLUE AND FINISH CONCRETE FLOOR. FLOOR TO HAVE A MAXIMUM VARIANCE OF J'.IN 10,-0". O PROVIDE TYPICAL TEMPORARY MALL CONSTRUCTION BARRIER, DOOR AND SIGNAGE AS REQUIRED. TO BE:E11N�A0. REMOVED UPON COMPLETION OF CONSTRUCTION. titan nloacry "&WEOF WA6NIl O CENTERLINE OF NEW WALL TO CENTERLINE OF DEMISING WALL IS 9'-4".. O8 DEMISING LINE. OS zul/ y N, Issue Description Date REVIEW SET 05.15.19 PERMIT SET 05.21.19 �IEVtfEDPOR City Electronic smLBD COMPLIANCEPPROVEDAY 2 4 2919y of TukwilaING DIVISION U by: SF Project Manager. SF Project No: 19-0138-00 DEMOLITION/ CONSTRUCTION PLANS RECYeiE RECEIVED sro.. J �— CITY OF:TUKWILA / MAY 212019 Origlml drawing i, 24 x 36". Sc le entities occ..dngly if reduced CONS . PLAN PERMIT CENTER A.2A.1 0 8' 16' 24' OILD(o _ .f = RCP LEGEND SYMBOL DESCRIPTION/SPEC Ernie. SOUTHCBiTERMALL 1440 DOWNSIZE Dete Calculation p New c n truation O Acaticn- Addition pchar Far Balidhg DeparLneal Use ) AreaN0TE9 stand al n, wit lefing p sp h soh f Q Sp here>50%of O sp 1 ar,u,eU,e - _ lum .replaced lununake.... replaced sM-g'ng(C505) e ®. EXISTING 4" X 4' FLUORESCENT FIXTURE TO REMAIN. R � R =RELOCATED RELOCATED B/S EMERGENCY FIXTURE PER IBC 1006. = EXISTING e X 4' FLUORESCENT FIXTURE TO BE REMOVED. E R= RELDGATED RELOCATED EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL - - _ ` �~ LPA Addtional Eta' a yPa kag Opr .p slanaamaa p Q a.ar O C`Vx 3 Red d Interior Lighting P w It ..--�"" Calculation - �,.--r-____---� - Tocomplywf(h C40&3tZP p dLPD shaftbe25°o towerthen(he Target LPA. Type Rar co c4o3.3mr .dint, t s a»Pnta.�R Maximum Allowed LightingWatlayeoTE' UNIBAIL-RODAM(i0-WESI'FIEi_D R RELOCATEI RELOCATED 4" X 4' FLUORESCENT FIXTURE ay, NEW SWITCH LOCATION. l�F i s -' I rr"�- �I II T _ T -1- 7��L}, ( 7r L atio. get , C Tn9 Gros Interior All ed Wait AlLwed oom 4) Spaca Type H 9htr.,. Area in ft Walls perff wanslft°xareaj 1440 Sto..as ream is tzs3 0.500 647 v,..--"'' - A Tenant Improvement for: _ WESSTFIELD SOUTHCENTER MALL GWB CEILING TO BE DEMOLISHED. _ _ -� -� -+- �.- ACT CEILING TO BE DEMOLISHED. GENERAL RCP SHEET NOTES I III 1 -- _L _1_ � I -i I 2800 SOUTHCENTER MALL TUKWILA, WA 98188 1. REFER i0 PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 11 -I-- 1-I--I- ( - ( I TolelAr.a 293 {,-; Need Display Anne once from LTG-INT-DISFLAY .%-' Ic 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER DESIGN BUILD ELECTRICAL DRAWINGS. AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CENNG PLAN DESIGN. ( ITy- -I---"'111---7 III I I hobby A,Uahibh Oi,pl,y Atmwannefrom LTG-INf-OGPLAYla Ea� All.. ad were, Sit, .xorea Proposed Lighting Wattage 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPtATE - III I P I I F I I III I I d I I. 11 T-T-1- 7 1 III I I I I I ILL I_ 1-I- 1 I ( III I I I I I III I I I I I I I i - -1- 1 - ( III I I I 1 I I I JTy-�-F-I-�-I' I 5. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 6. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED,. 7.. DRAWING SHOWS ONE METHOD OF PROVIDING EGRESS ILLUMINATION FOR IBC 1008. PROVIDE EGRESS ILLUMINATION 7LB BURGESS DESIGN 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. - All r,pmdu,ti,n & hteneatud Property light, r,,,,,d . 2017 Interior Lighting Power Allowance. COMPLIES KEYED RCP SHEET NOTES 1 Pra, tTln I IL{--I-B-i--I-B--F I Ptnjectlufo sourltcstTERMALL t4dooDWNSIZE Dala I P P Comepliande replthror ar Froyde t ctl t e t t d' a anu,o.an For Building Department use O NEW ACT CEILING TO BE 13'-0° HIGH. donut P ndant »q rres t abotttca olio ce o 'nlwme6onprov+ded pq tmrdan cm -W Nom BUR(Ess DES GN OZ PROTECT EXISTING MALL BULKHEAD DURING CONSTRUCTION. ( Ty Yti d grandam' Company Addess: 132E PIPTHAVBHUF, SUITE400 - ( ( u de lzne- Appl tName STONE FAISON O3 DEMO ALL LIGHTS AND CEILING FIXTURES. DEMO EXISTING ACT CEILING. SAVE LIGHTS AND FIXTURES FOR REUSE. L J. 1 Protected Applicant Rare: 206 42.0121 It I 1 i ApprcantEmal: STONEF@BURGESSPNW.COM O_ . +-I- -I- I Project Description ❑ New anteing ❑ Addition O Alteration ❑ Plans Induced - lnctude PROd SUMto-Linchicadi op forms wwkbock) withfight 9 omPNance tea ( III E 14ilding Additions Compliance Math d "n"A "Up Bctel.lighting III �'I n -- T R T p _F Lighting Y ternsln addition area �onWY rfh 11 PPI able ___— ❑ _O _= U pr kbn a sfandalcnenewe t i pq t Referto Section C5022ahraddibmal L htn t Nadd,tlon arecorN, d h 'tin aan,ramant:. a dame iehtn9 oust. retodam .trot. oo mr noa e ❑ ❑ rH nndinom,co+nn etl i fins: Profossmnal seal 1 Forintetabi iht) gp) 4 chldenaw+-SPACglnt ightingN to tt g Proposedtighting I- -I.IL_ Fo tt 9 fior t g TNT BLO LTG IwT Sxisti o + I f e# fight' Bp i cf ncRrd tirga f IghlMgfixt voltage in Proposed Trandbi-OdPateasserAl-Tradable Lighting Wattage oblesia LTG EXTform ( ( ( Interior and Exterior LightgP Ntna'li9hhn9 Parkinggarage Exter or lighting ' Y e', rtk ,i^7r;zr0 t Lighting Alterations 50%ornar-le Ishngarergc-d ❑ ❑ ❑ r ( 1L_I- 1 SaleetallLighnngPouareddLighfng - - - -- V controtel hah pplynethe-pre Lass nan50%oraxstngararegao.a El ❑ El ¢Z ( of the retrefiopritart ffP 1 t'. d d L _-_.___- --____ DALL ALAS "1111 G nbinaf 7 p h f thanrV tl/ UaNest replacemantdnly - • $FATE Of WASFiItvdTON L 50% d k' t' g lure pf cedin tingt t I wattagef Increased ❑ ❑ ❑ -F ( d50%orro otfl I'"-- I- - sp - Sdk eAt tl T tallightNgpow+ero7neiv ling t Oxt h tt mpfy fht tai t s pl dnoth tt n L. S fen C40542 ndC405.5.2 Inctudene f 9t NXfu P Ao dGghSrq � = N .17 P de P f I glithOlp.mer mots ( f N t loft Witg tblto LTGiNTBLDLTGTNTSPACE.LTGEXTf ( -I- -- -I- I candth—Specesundecy,nngtheseara Lessthan5O%r pt st T tatilghti°gpomrofne, I tl g( ' f' t resshalinotexceedths typee'r b ft yb.-b+nedlatoone t chfightingpentrpriorto Iteration. Mchtdenew+ 't' gt rM tl. RoposadLightfng ightfngp pl ceform. Watfagetabiein LTGfNTBLDLTGINTSPACEor LTGEXTf - I 1 50%threshold applies tonumbe,,fl',,,finteriorspacesandpukinggamges,andfatal ......CFI R t to Sr ! G50367 ddtionef ! fl d Haget r 1 n lr � t( No. Issue Description Data F_ IT q met . Lighting central, Maria' Ilghtng Parking forage toiler Ightmg Ar)alr anon ognrtrgconrrals snalrbe — - -- ----- REVIEW SET 05.15.19 fNew -ILA- renrsbnedperc4083. Nt cr r'xhtlesrelo tatonew ❑ ❑ ❑ r- PERMIT SET 05.21.19 mu,)EXIT III N ' PAISSAGEMY New or,rovetl lighting panel Q --- ❑ El PER IBCEWAY PIBC ER - Tf--III�� F il- 402.5.0.1 402.0.6.1 III ( N - p Imm p. unchanged o to t a ly ❑ (() ( I -I .-L�- L N in9 ired[F t ia'7 glfgp tl q lima f trotA C4052.1eacuPancy �' - t2 TTTT t IsA C405.21 tl 14tght A o ! kp C40524 tl PPilandeasA atrc 119htmg 1r i F C40525 F fa (BhNt9A d q d t 1 P rC40527 �II I ❑ Non g being madem N d el Prod l+ I I the f n eM rorfighting P pp➢ bhl glfng f 1 tetlfor New Wlnngend of t' L J - + - L -I- L ,ysrems anda,nn+ng pace m r f h v) P= cao5z.2 AREA WEST OF- ( S'-0' _ ..�- L- 1 .I. L J ' uses d onfl9+r2Bon arenor R f g di t ap Pro tl it 4 dllghti4 f d t! at delyf f ( space. IM; LINE NOT IN I FROM ( ch B d Appliatiw)spwffhghtlngtrcdpmvisiDnsperC4O5,Z5dowtapplytorec�figdspacea SCOPE OF WORK. WALL Change of $IaaC'e Use' ❑ Exstng i rill systemsN aerg'g a change In space useae upgraded to comply with LPAs for the new spar typhe per Tables C405.4.2(i) ar 0405.4 2(2). fdemar'ntarmrsp s epntri»g LPQ pgrada to the curren(Codeln ProposedL;ghtfng lNaftage table in LTG !TUT BLDorLTGWTSs ACEra+tn City Electron. Stamp L VIEWED]FOR �'JE COMPI Poi.esno , SOUTHCENTae MALL 1440 DOWNSIZE eat, I APPROVInterior Lighting System Licghll ng will be des igned and pendte, d s epa rotary by elec ItI engi neer through the General ELEC I - Description ContraC(Or. RELEC OOMMAY 242ROOMBrishyd lb t r;arfightig systemtype andsaturea City of Tuk I BUILDING DIVISION I 1 Interior Lighting Power ❑ Building Area Method Space -by -space, Method I Drawn by: SF Project Manager: SF Allowance Method Selectmehwdueed)n project Project No: 19-0138-00 =JA Interior Lighting Controls ❑v All Ohl -C905.2.S COMrois ❑04052&cepf nswnanatre Level - Ligh14t9Central (LLLC) ❑ Adeitlorel Eff rlency Fck 9e Oppan C406.4 Enhanced digits Ill conga s 7j Tocamelytv;tl,C40&4.nolass than 90% afthe total tnstal(edinterbrlighNngpm,t rshallcamplywfth the REFLECTED CEILING requlredcadholaperC40&4. 7''L Dwelling Unit Interior- Permsnentlyinstal/d't rbrtight;ngfi4u m sdvJiing fts complytvfer {;]i No Dw ailn9 DEMOLITION/ Lighting pC405.2tnm coos 5 C«r mi,l ughi,gconwls and LPA Die RECEIVED STo i� 0R404.3 Reelde let High clrr of TUKwILA. .CONSTRUCTION PLANS REC 0.E / RECYCLE J p R404.1 Resldenlial FNgh Efficacy Lighting.provia+ro,s°�nttieutrorrgcorrq(ieswfth WSEC Restdentrat STo. / @-' MAY n1 201n 1 1WSECComnarical vlsrons /// /.i J Exterior Lighting System REFLECTED CEDING DEMO. PLAN REFLECTED CEDING CONS. PLAN PERMIT °°'d`°w°g'a2°"x'B".5" "`ca°"°`d'°9'y"`ed°`e° Description / i 81etlYd b xteridrilyh6ngsystem /� 1 1 8 = 1'- 0" type andratare, 0 8' 16' 24' li.��. 1 0 8' i 6' 24> L) Nck- Ulu (n L.sen.n (plan #, om#) Fkl.,. .-flpfibat a 5.e rN bar of lern es Waits/ Rat —nu- Wall. unposed 1440 4' SURFACE MOUNTED STRIP ROURESCENT'. MODEL NO: DUROHi 132-X. t0 35 630 Proposed Rated Display Lighting from LTGWT DISPLAY T,dd Proposed Watts mayamexceed TofalAliowed Watts torint wLight+ng Total Proposed Walls 630 WALL MOUNTED DEVICES SYMBOL DESCRIPTION EXISTING TO REMAIN �# DUPLEX OUTLET (4 DENOTES MOUNTING HT IN INCHES) MISC. NOTATION N DENOTES.A NEW DEVICE GET DENOTES A GROUND FAULT INTERRUPT CIRCUIT T DENOTES TIMER GENERAL ELECTRICAL NOTES 1... REFER TO PROJECT NOTES 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 O O //n\\ au RECYCLE __---/ J POWER/ DATA PLAN 0 8' 16' 24' OA FINISH SPECIFICATIONS ` M. - LINIBAIL-RODAMCO-WEST FIELD A Tenant Improvement for: - URW WESTFIELD SOUTHCENTER MALL 2800SOUTHCENTER MALL TUKWILA, WA 98188 SYMBOL MANUFACTURER DESCRIPTION BASE B-1 1131111 NEUTRAL. PIER TILE BASE/ MALL WALL BASE. PAINT P'1 VALSPAR. - NEUTRAL PIER COLOR:. VALSPAR ULTRA INTERIOR 101-1.5, 107-0.5 GENERAL FINISH NOTES BURGESS DESIGN All r,p,d,cti,n & Intellectual PrapenY rights resemd a 201 1. REFER TO ELEVATIONS AND DETAIL SHEETS: KEYED SHEET NOTES O REMOVE EXISTING TILE AND GRIND CONCRETE SLAB TO REMOVE GLUE. CONCRETE SLAB TO HAVE A MAXIMUM J" SLOPE OVER 10'-0". 2O REPAIR DAMAGED TILES WITH B/S PLE 31 .LEAVE DEMOLISHED FLOOR FOR FINISH UNDER SEPARATE PERMIT. CLEAN UP DEMOLITION:. - Professional seal f E. { TERED ': CHITECT ,! ALAw MORGFN OF WASHINeTON N '. V•tf No. Issue Descrhop— Data REVIEW SET 05.15.19 PERMIT SET 05.21.19 .City. Electronic Stamp Location EVIEWED FOR �!JDE COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila Drawn by: SF Project No; 19-0138-00 POWER DATA/ AND FINISH PLAN CITY OF TUKWIRECEIVED RECYCLE / L.A ETC. � 1\ MAY 212019 0,9ncl drawing la 24' . 36 sn I enttes—rdngly if reduded FINISH PLAN PERMIT CENTER 1/8" 0 A.2C.1 0 8' 16' 24' PAPEF REINFI TYP. ACOUSTIC INSULATION AS REQUIRED METAL STUDS 5/8' GYP. BOARD PARTITION INTERSECTION DETAIL NEUTRAL RAL PIER A 0. 4r, 8" 12" 0" 4" 8" 12" EXISTING NEUTRAL PIER B EXISTING TENANT AREA TO REMAIN J INTERIOR ELEVATION NTS L NEUTRAL PIER B 3" = 1'-0" DOOR & HARDWARE GENERAL NOTES PIER IS SYMMETRICAL ABOUT IT'S 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. CENTERLINE. THE CENTERLINE OF THE PIER IS THE LEASE UNE. 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. 6' 20 GA. METAL STUD ® 24' O.C. 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. UNIBAIL-RODAMCO-WESTFIELD A Tenant Improvement for: UR DOOR SCHEDULE WESSTFIELD SOUTHCENTER MALL DOOR 2800SOUTHCENTER MALL " CLEAR ANODIZED ALUM, REVEAL. NO TUKWILA, WA 98188 EXPOSED FASTENERS. 35 o a g 3 PIER AND WALL CENTERED ON LEASE LINE. 3 be Sill E 3'-0' 7'-0' A AL i HR EXISTING DOOR LEADING TO EXIT PASSAGEWAY LEASEUNE AND BUILOUNE 1440 3'-0' T-V A A AL NA DOOR LEADING TO MALL. HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GROUP A (1) STOREROOM FUNCTION LOCKSET BURGESS DESIGN SINGLE,STOREROOM LOCKSET (3) EA. HINGES , e , NON -RATED (1) WALL -MOUNTED DOOR STOP DOOR TYPES All reproduction & Intellectual property rights reserved c 2017 BUILDING STANDARD ALUMINUM FRAME - - BUILDING STANDARD NO METAL DOOR. WIDTH 'I E = EXISTING, MATCH ALL EXISTING CONDITIONS Professional seal. CHITECT RANDAYL, AtAN MORGAN STATE OF WASHINGTON (:" oS. zl .i7 No. Issue. Description -Date REVIEW SET 05.15.19 PERMIT SET 05.21.19 City Electronic Stamp Location REVIEWED FOR CODE COMPLIANCE . APPROVED MAY 242019 Cifybf Tukwila BUILDING DIVISION Drawn by; SF Project Manager. Sic Project No:19-0138-00 DOOR SCHEDULE/ DETAILS RECEIVED CITY OF TUKWILA MAY 212019 Ori,lrd drawing ie 24" x 36". Scale enttee ac non,l, if r.d—d PERMIT CENTER A. J . 1 VERIFY ALLREQUIREMENTS WITH BUILDING MANAGEMENT DEVICES SHOWN STACKED IN - 17 GA. BRACING WIRE PLAN ARE TO ALIGN VERT. SEISMIC COMPRESSION STRUT GENERaL REQUIREMENTS AS SHOWN BELOW 12'-0" O.C. MAX. IN EACH PER 1 DIRECTION AS NEEDED. HIEFAIi 636, REIX58p SM58 SAMERICAN SOCIETY �F ryNI LR T VEERS (ASCE7C�0)� D CEILINGS NGSOAND INTERIOER SYSTEMMATERIALS Ti2UCTION , C AT LOCATION AS DIMENSIONED ON - 12 GA. VERTICAL HANGER WIRE ASSOCIAR N (CISCA.. , PLAN; OR NEXT TO DOOR / AT 4'-0" EACH WAY WITH OPENING AS DIMENSIONED BELOW MINIMUM 3TIGHT TURNS IN PARTITIONS THAT ARE TIED TO THECEILING AND ALL PARTITIONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO g^ FIRE ALARM STROBE. /2" 1 1 BOTH ENDS OF WIRE STRUCTURE BRACING SHALL BE INDEPENDENT OF COUNG SPLAY BRACING SYSTEM. PER ASCE 7-10 SECTION 13.5.6.1. ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASTM E580 SECTION 5.1.1.MAY - RO ME WHERE OCCURS CEILING LESS THAN OR EQUAL TO 144 SQFT AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE. ABOVE ARE EXEMPT FROM ROOM SIGNAGE, ETC. h5 SEISMIC REQUIREMENTS PER ASTM E580 SECTION 1.4 . THERMOSTAT, IF CONTROLLER THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE Nq EFFECTS OF EARTHQUAKE MOTIONS, PER ASTM E580 SECTION 3.2. UN ( B A I L- R O DAM C O _W EST F I E LD LIGHT PROJECTION SCREEN SWITCHES, ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED V O.C., PER S, WALL MOUNTED - `` ASTM C 636 SECTION 2.3.4. A TB�nB/Of Improvement 00f for: OCCUPANCY SENSOR TY�P.i - CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING, PER ASTM E580 SECTION 5.23.6 UR'1V m CROSS RUNNER TYP. LATERAL FORCE BRACINGWESTFIELD SOUTHCENTER MALL — CARD READER WHERE 2800 SOUTHCENTER MALL < OCCURS CEILING CONSTRUCTED OF SCREW OR NAIL ATTACHED GYB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR TUKWILA, WA 98188 MAIN RUNNER SOFFITS THAT ARE LATERALLY BRACED TOTHE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10 SECTION HARDWARE LATCH 13.5.6.2.2 EXCEPTION 2, ASTM E580 SECTION. 1.7. I °vi DISTANCE FROM BRACING TELEPHONE OUTLET WIRES TO CROSS RUNNERS 2" MAX. CEILING AREAS OF 1000 SQFTOFLESS SHALL BE EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASTM E580SECTION 1.6. � . 9n FINISHED FLOOR PROVIDE ACT SUSPENSION GRID TO COMPLY LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPAY WIRES.. WITH IBC SEC-161TI MINIMUM STANDARD: LATERAL FORCE BRACING SHALL BE 12 O.C. MAX. AND BEGIN NO FARTHER THAN 6' FROM WALLS. ASTM E580 SECTION 5.2.8.2. ' ELECTRICAL OUTLET SECTION ASCE 7-10 SEE NOTES ON M/A.9.2. 1.. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM, WIRES ARE ARRAYED 90 DEGREES FROM EACH UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. OTHER AND AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. ASTM E580 SECTION 5.2.8.2, 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR: USE OF 2" SEISMIC BERG CUP AT MOULDING SEISMIC SPLAYWIRESSHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF APPROVED BY CITY. DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2 WHICHEVER IS GREATER PER QUESTIONS, CSCA ZONES 3-4. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES POWDER ACTUATED FASTENERS (PAF'S)roWHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH 1N SEISMIC DESIGN BURGESS SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. CATEGORIES D, E, F SHALL HAVE AN C-ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION DB B U RG E SS DESIGN IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR. ICKER WIRES ((SPLAYED WIRES INSTALLED F�R PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM THIS REQUIREMENT VERIFY THIS Wh1H THE LOCAL JURISDICTION . N o e s a x u GENERAL DEVICE ALIGNMENT ACT SEISMIC BRACING DIAGRAM SPAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. ASTM E580 SECTION 5.2.8.2 ® RIGID BRACING MAY BE USED IN LIEU OF SPAY WIRES. PER ASTM E580 SECTION 5.2.8.4. Z ` TITS NT$ All mp,,d,oHen u lnteli,,t al Property right, reserved o 2017 CEILING WITH PLENUMS LESS THAN 12" TO STRUCTUREARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING (VERIFY WITH THE LOCAL JURISDICTION). VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. AT TENANT SEPARATION VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE -ABOVE PER ASTM E580 SECTION WALLS G.C. TO PROVIDE BXUV.U419 5.2.8.2. 1"X2" WIRE MESH FROM TERMINATION OF GAD TO FIRE RESISTANCE RATINGS: - WALL MOLDINGS DECK ABOVE FOR SECURITY ANSIAL 263 _ WALL MOLDINGS (PERIMETER CLOSURE ANGLES ARE REQUIRED TO HAVE A HORIZ$ONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SCREEN. - SHALL BE ATTACHED TO THE WALL MOLDING; E OTHER END SHALL HAVE A 3/4 CLEARANCE FORM THE WALL AND BE FREE TO SLIDE 0 CHANNEL SHAPED, FABRICATED FROM MIN 20 GA, PER ASTM E580 SECTION 5.2.2. (33 MILS) CORROSION -PROTECTED STEEL, MIN. 1 WHERE SUBSTANTIATING DOCUMF"M'ATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY BOTTOM OF STRUCTURE WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. BOTTOM THE REQUIREMENTS FOR THE 2 CLOSURE ANGLE FIRE RATED SEALANT P LONG LEGS, ATTACHED TO FLOOR AND CEILING STRUCTURE 1 2"X2°X72° MIN. LEG AT STRUCTURE - (['' THE GRID SHALL BE ATTACHED AT Two ADJACENT WAILS (POP RNE(S OR APPROVED METHOD . SOFFITSEXTENDING TO A DINT AT LEAST I WITH FASTENERS 24" OC, MAX. ATTACH W/ (2) 1/4"0 TBEN HD SCREW l LEVEL WITH THE BOTTOM PLANE OF THE FRID AND INOEPENDEN LY SUPPORTED AND A ERA L� BRACED TO THE STRUCTURE ABOVE ARE ALL PENETRATIONS TO OR (2) 1/4"0 EXPANSION BOLTS. PROVIDE DEEMED TO BE EQUIVALENT TO WALLS. PER AST E5:::,TIED SECTION 5.2.3, SECTION 5.2.9.E HAVE FIRE CAULKING O CHANNEL SHAPED, CORROSION -PROTECTED - -- - - ( OR FIRE DAMPERS AS STEEL, MIN WIDTH 3-5/8" 20GA (33 MILS), MIN 1-5/8" MIN. EMBEDMENT. "'�-. — Ju---, SPREADER eARs NECESSARY. NO VERTICAL 1-1/4" FLANGES AND 1/4" RETURN, SPACED PENETRATIONS OCCUR 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS PLENUM HEIGHT OF 5-0" OR LESS 2 TERMINAL ENDS OF MAIN RUNNERS AND CROSSEMBTOGETHER OR HAVE SOME OTHER APPROVED MEANS TO 1/2'x25 GA METAL STUD BRACING 0 BL-0 `�..,_ PREVENT THEIR SPREADING. STABILIZER BARS, OSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8 OF EACH N NEW CONSTRUCTION THAN ASSEMBLY HEIGHT. X� .` WALL. PER ASTM E580 SECTION 5.2.4. I OC TO STRUCTURE DIRECTION ALTERNATE .: SLOTTED LONG LEG O MINERAL WOOL BATES OR GLASSFIBER WITH UL PARTITIONS PERPENDICULAR TO PARTITION ~~'��. ( SPREADER BARS ARE NOT REQUIRED At PERIME(ERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. ( TOP TRACK SYSTEM, CLASSIFICATION MARKINGFRICNON FITTED BETWEEN ACT AS BRACE PLENUM OF. 5'-0" TO 10'-0" --• I EXISTING MALL BULKHEAD SUCH AS STEELER INC STUDS AND RUNNERS, MIN, THICKNESS 1-1/2". SHALL USE NESTED OR BACK TO BACK SPREADER BARS ARE NOT REQUIRED IF A 90' ( IN ERSECRNG CROSS MAIN IS WITHIN 8" OF. PERIMETER WALL j Professional ,eel D�CKEFLECTION ®. GYPSUM PANELS WITH BEVELED, SQUARE OR 3-1/2" 25 GA. STEEL STUDS. ABOVE _ WHERE SUBSTANITARG DOCUMENTATION NAS BEEN - 10'-0' OR PLENUM. CONTACT ARCHITECT _ THE REQUIREMENTS NaDER RARS. PROVIDED TO THE LOCAL JURISDICTION; PERIMETER CUPS MAY BE USED TO SATISFY TAPERED EDGES, APPLIED VERTICALLY OR --� E. ; i k HORIZONTALLY. VERTICAL JOINTS CENTERED FOR ADDITIONAL INFORMATION. MAX PARTITION r CEILING THIS SIDE OF WALL TO OVER STUDS AND STAGGERED ONE STUD CAVITY WEIGHT 15lbs./P.S.F. � HANGER (USPENsro wIREs - -ti BE COMPLETED UNDER SEPARATE ON OPPOSITE SIDES OF STUDS, HAN _ NITER SUSPENDED CEILING THIS SIDE OF WALL GER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM.0 636 PERMIT_ JOINTS IN ADJACENT LAYERS (MULTILAYER ------ TO BE COMPLETED UNDER SEPARATE '?. SECTION 2.1.4.. IT CT j SYSTEMS) STAGGERED ONE STUD CAVITY. "—' � -��-"" PERMIT. '. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4' O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM G 63fi. SECTON 2.1 HORIZONTAL JOINTS NEED NOT BE BACKED BY . II�CIZT.I�.ILC�f.� .'' SEALANT - - - STEEL FRAMING. HORIZONTAL EDGE JOINTS AND ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHAD. BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS, PER RANDALL ALIEN MORGAN l-- HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES /""` ATTACH GWBTO METAL STUDS CISCA ZONES 3-4. STA1iOF WAS fill INSULATION THIS OD STUDS NEED NOT 8E STAGGERED. �. INSULATION � SIDE OF WALL TOO HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT r` d WHERE NOTED BE PROVIDED JOINTS IN ADJACENT O POWDER DRIVEN FASTENERS ARE AN APPROVED �EiHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MNNTNNENCE OF ALL OTHER S i \ REQUIREMENTS. (VERIFY WITH LOCAL JURISDICTION) 0. UNDER SEPARATE STAGGERED A MIN OF 12". PROVIDE ONE LAYER LONG LONG LEG TOP TRACK TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8° OF EACH WALL WITH PERIMETER WIRE. PER \ PERMIT. 1'YPE'X' 5/8" THICK PER SIDE. Y y-<' 0 L ASTM E580 SECTION 5.2.6. POWDER DRIVEN FASTENER 0.24"oc O TYPE S OR S-12 #6 STEEL SCREWS USED TO TAMEABLE MET. TOP TRACK ATTACHED TO WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE ATTACH PANELS TO STUDS ITEM 2 OR FURRING 2 1 2' X 20 GA. 33 MILS No. Issue Description Date ® ( ) BRACING W 2 SELF -TAPPING SM. SCREWS / ( ) USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS 5.2. 8E SIZED TO RESIST THE DEAD LOAD AND / METAL STUDS STUDS 0 LATERAL FORCES APPROPRIATEFOR THE SEISMIC CATEGORY.. PER ASTM E560 BECKON 5.2.7.4. a CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 0 48"oe, AND 3/4" PIPE SLEEVES 16' 00, TO 11'-7° MAX. C REVIEW SET 05.15.19 1" LONG FOR 1/2" AND 5/8" PANELS OR THIOS�PERMICE LE�SEPARATENANTTE PERMIT HEIGHT ELECTRICAL Fl� FIXTURES PERMIT SET 05.21.19 STORAGE SIDE'`;---; TENANT SIDE / SID \ 1-1/4 LONG FOR 3/4" THICK PANELS, SPACED LIGHT Fp(iURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE - THIS PERMIT, SEPARATE PERMIT - i""` B" IZ WHEN PANELS ARE APPLIED LIGHT :STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580 SECTION. 5.3.4. HORIZONTALLY, OR B" OC. ALONG VERTICAL AND 2 �; �- BOTTOM EDGES AND 12' OC. IN THE FIELD _ O - 3 5 8" X 20 GA. 33 MILS METAL LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES AITACHED AT / ( ) OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WINES MAY BE SLACK. PER ASTM E580 SECTION 5.3.5. r ® O © WHEN PANELS ARE APPLIED VERTICALLY. w ~��- I STUDS STUDS 0 24" OC, TO ��, i © VINYL OR CASON,CASEIN, DRY OR PREMIXED JOINT 1-t 3 -� 14'-9" MAX. HEIGHT LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS r""'�. JOINT COMPOUND THIS COMPOUND APPLIED IN TWO COATS TO JOINTS ® @) r PER ASTM E580 SECTION 5.3.6 SIDE OF WALL TO BE AND SCREW HEADS OF OUTER LAYERS. PAPER 2 1/2" X 25 CA (18 MILE) METAL STUDS "- PROVIDED UNDER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST. LAYER ~" SUSPENDED CEILING PENDANT MOUNTED FIXTURES SFWl BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED - -,i 0 24" OC, TO 10'-7" MAX. HEIGHT - ALTERNATE SUPPORT WITHOUT USING THE CELUNGG SUSPENSION SYSTEM FOR DIRECT SUPPORT, PER ASTM E580 SECTION 5.3.7. SEPARATE PERMIT. OF COMPOUND OVER ALL JOINTS OF DINER �n - 1 LAYER PANELS. PAPER TAPE AND JOINT �"r- TANDEM FIXTURES MAY URUZE COMMON WIRES. ~ COMPOUND MAY BE OMITTED WHEN GYPSUM /� - - PANELS ARE SUPPLIED WITH A SQUARE EDGE. i LAYER 5/8 TYPE "%" GYP. BD. EA. I L MECHANICAL SERVICES - SIDE OF METAL STUDS ATTACHED W/ #6 TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS WHEN USED IN AN EXISTING ASSEMBLY -�, SCREWS 0 12" OC MAX. THIS SIDE OF OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM. E580 5.4.1. City Electronic Stamp Location CONTRACTOR MAY MODIFY DETAIL TO EXISTING — — WAIL TO BE COMPLETED UNDER SEPARATE TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TN ADDITION T05.4.1, TWO 12 GAGE T2EVIEWED FOR CONDITIONS AS LONG AS THE RATING IS PERMIT. INSULATION LION ON PLANS WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE.WIRES MAY BE SACK. PER PSTM E580 ''te a MAINTAINED. ;i SECTION 5.4.2. .ODE COMPLIANCE BOTTOM TRACK, - .POWDER DRIVEN FASTENER 0 24"oc - RECEIVED .APPROVED WITH POWER DRIVEN TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED CITY OF TUKWILA F' t'-`� POWDER DRIVEN FASTENER 0 24" OC ATTACHMENT. ~ HANGERS. PER ASTM E580 SECTION 5.4.3.' TOP TRACK SIMILAR /- MAY 2 4 2019 O MET RUNNER TRACK SEISMIC SEPARATION JOINTS - MAY 212019 METAL RUNNER TRACK FIRE RATED SEALANT THIS SIDE OF FOR CENNG AREAS EXCEEDING 2500 S.F: A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL. PARTITION THAT BREAKS THE CEILING WALL TO BE CONSTRUCTED UNDER SEALANT SHAD. BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENEW11ONS TO PERMiIT CENTER Clij/ 0(TUICW118 SEPARATE PERMIT. /v S� PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10 BECKON 13.5.62.2 b. BUILDING DIVISION (GAP) ?" , v SF Project Manoger SF CONCRETE SLAB 1/4^ }- CONCRETE SLAB 1/4„ CONCRETE SLAB THE AMOUNT OF FREE MOVEMENT GAP SHALL BE A MINIMUM OF D b IN LIEU OF SEISMIC SEPARATION JOINTS THE CULLING MAY BE DIVIDED INTO AREAS LESS THAN 2500 SQUARE FEET BY THE USE OF Project No: 19-0138-00 PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ASTM E580 SECTION 5.2.9.1., DETAILS/ SPECIAL INSPECTIONS - VERIFY WITH LOCAL JURISDICTION WHICH SPECIAL INSPECTIONS ARE REQUIRED, ELEVATION SPRINKLERS . 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 PERMITTED AS AN ALTERNATE. PER ASTM DIED. 1 NR GWB COMMON AIR PLENUM 7u-, RATED FLOOR TO CEILING PARTITION NON RATED FLOOR TO CEILING PARTITION ACT NOTES Oga,IdrewEg's2a .Ce^:6coi nL,ee/a�cordng(ly�lfred viced v 3" _ 1'-0 3„ _ 1 0° 3 1'-0" TITS 17.1 . On 4" 8" 12" Orr 8" 12"