The URL can be used to link to this page

Home My WebLink AboutPermit D19-0070 - MEET FRESH - TENANT IMPROVEMENTMEET FRESH 121 SOUTHCENTER MALL 019-0070 City of Tukwila Allan Ekberg, Mayor Department of Community Development- Jack Pace, Director CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 111.2 of the 2015 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No,: D19-0070 Building Address: 121 Southcenter Mall Property Owner: Westfield Property Tax Dept PO Box 1.30940 Carlsbad, CA 92013 Use: Restaurant Occupancy Group/Division: A-2 Automatic Sprinkler System: Provided: Yes Required: Yes Lee Sipe on behalf of Je Occupant/Tenant: Meet Fresh Parcel No,: 9202470130 Type of Construction: IIB ight, Building Official Date THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Occupant Design Load: 117 Tukwila City Hall ' 6200 Southcenter Boulevard ' Tukwila, WA 98188 • 206.433.1800 • Website: TukwilaWA.gov Parcel No: Address: �"^�xx m�� Tukwila ��U~� x�n . ��nx��Koa Department of Community Development 63UVSouthcenterBoulevard, Suite #10O Tukwila, Washington 9Q188 Phune:ZV6-431.367O Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470130 IZlSOUTH[ENTERMALL Project Name: MEET FRESH Permit Number: D19'0070 Issue Date: 5/24/2019 Permit Expires On: 11/20V2019 Owner: Contact Person: Name: VVESTF|ELDPROPERTY TAX DEPT POBOX l3U94O,CARB8AD'WA, 92013 DAV|DLEE Address: ZlZGNVV204TMST'SHORELINE, WA, 98177 Contractor: Name: TE[MCxAFTCOKP Phone: (206)817-6081 Phone: (206)817-6881 License No: TECHCC*005MG Expiration Date: 7/2/2020 Lender: Name: ELAINE SONG Address: lZlSDUTHCENTERMALL, TUKW|UA, WA, 98188 DESCRIPTION OF WORK: CHANGE EXISTING RETAIL SPACE INTO DRINKING AND EATING ESTABLISHMENT IN EXISTING TENANT SPACE 4724 |NVVE5TF|ELD MALL BUILDING. EXISTING BUILDING STRUCTURE SYSTEM N0CHANGE. ANY PROJECT RELATED PLUMBING, ELECTRICAL, HOOFID SYSTEM AND EXISTING HVAC DUCT INSTALLATION SHALL HAVE SEPARATE PERMIT APPLICATION BYCONTRACTORS, Project Valuation: $250,00000 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: 118 Electrical Service Provided by; TUKWILA Fees Collected: $4,94724 Occupancy per IBC: A-2 VVote/ District: TUKVV|LA Sewer District: TUKN/|L4 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing [ode Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[Z96-468: VYAState Energy Code: 2017 2017 2017 2015 Public Works Activities: Chan ne|baton/Sthping: [urbCut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|inD/OversizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: 0 Permit Center Authorized Signatire Number U 5ZJ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction nrthe performance nf work. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Date: Print 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 or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers orbrackets shall besecurely anchored tothe mounting surface inaccordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4O pounds (lVkg) shall beinstalled sothat its top isnot more than 5feet (l524mm)above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than 3.5feet (l067mm)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). (|F[906Jand |FC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[906.5) 3: The total number offire extinguishers required for anordinary hazardoccupancywithOa/zAfiehazanjs is calculated atone extinguisher for each 1,5OOsq. ft. ofarea. The exdnguisher($should beofthe "All Purpose" (lA'408I)dry chemical type. Travel distance toany fire extinguisher mustbe75'orless. (|F[ 9063)(NFPA10,6.4) 28: Portable fire extinguishers shall be provided within a 30-foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by Class Kmced portable extinguisher, (|F[9O41Z.5) 4: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|F[l01019) 5: Dead bolts are not allowed onauxiliary exit doors unless the dead bolt isautomatically retracted when the door handle isengaged from inside the tenant space. (|FCChapter l0) G: Exit hardware and marking shall meet the requirements of the International Fire Code. (|F[Chapter lO) 7: 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 tooperate, (|FC 1010.1.9.1) 8: 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 hemarked byreadily visible exit signs incases where the exit orthe path ofegress travel isnotimmediately visible tnthe occupants, Exit sign placement shall besuch that nopoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (|FC1011l) 9: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes ofthe letters not less than 07S inch (l9.1mm)wide. The word ^EX|7'shall have letters having awidth not less than Zinches (5lnnnn)wide except the letter "|^, and the minimum spacing between letters shall not beless than U37Sinch (9.Emm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing inproportion totheir height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isorisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|F[lOI3.6.1) 10: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (|F[1Ol0llU) D: Exit signs shall beilluminated atall times. Tvensure continued illumination for aduration ofnot less than 90minutes in case nfprimary power loss, the sign illumination means shall be connected toan emergency power system provided from storage batteries, unit equipment or on -site generator. (IFClO1l63) lZ: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space, Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent, (|F[lOO43) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11lux) and aminimum atany point ofO.lfoot-candle (llux) measured along the path of egress atfloor level. Illumination levels shall bepermitted todecline toO.0foot-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. 4 maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (|F[lUQ8.15) 14: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval of drawings prior to installation or modification, New sprinkler systems and all modifications to sprinkler systems involving more than 50heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. Z436). 15: Sprinklers shall beinstalled under fixed obstructions over 4feet (l.Zm)wide. (NFPAl3'8.6.5.lJ) 17/ Fine 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 isaltered, remodeled oradded to. Alterations tnfire protection systems shall bedone inaccordance with applicable standards. (|F[9O1.4) 18: Afire alarm system isrequired for this project, The fire alarm system shall meet the requirements of N.F.P^4 7Zand City Ordinance #2437. ZO: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 19: All new fire alarm systems ormodifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nowork shall commence until x fire department permit has been obtained, (City Ordinance #Z437) UF[901.I> ^� 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly tothe standards ofthe National Electrical Code. (NFPA70) ll The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8O3.11ofthe International Building Code. 24: Post address onstorefront per approved Westfield standards. ZS: |notherthonGmup|'3'curtains,drapehes,fabhchanginDsandothersimi|arcumbuzdb|edeooradve materials suspended from walls nrceilings shall comply with Section DO7.4and shall not exceed lO percent of the specific wall orceiling area towhich they are attached. (|F[8O7.1) Where required toexhibit improved fire performance, curtains, draperies, fabric hangings and other sinnilar combustible decorative materials suspended from walls orceilings shall be tested by an approved agency and meet the flame propagation performance criteria of Test Method 1 or Test Method 2, as appropriate, of NFPA 701 or exhibit amaximum rate ofheat release cfl00WW when tested inaccordance with NFPA289.using theZ0 WNignition source. Reports oftest results shall bpprepared inaccordance with the test method used and furnished tnthe fire code official upon request, (|FC807.4) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 27: These plans were reviewed byinspector 5ll. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(206)S75-44U7. 29: 'BUILDING PERMIT [OND0ON5' 30: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 31: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open toinspection by the Building Inspector until final inspection approval is granted, 32: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. A6CE7,Chapter 13. 33: Partition walls shall not batied toasuspended ceiling gr�d. All partitions greater than 6feet inheight shall belaterally braced tnthe building structure. Such bracing shall beindependent ufany ceiling splay bracing, 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior toopening ordoing any food processing. Arrangements for final Health Department inspection shall be made bycalling Seattle/King County Department ofPublic Health, (l'8VU'3Z5'6165ext9'566)'atleast three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 36: Notify the City nfTukwila Building Division prior toplacing any concrete, This procedure is in addition to any requirements for special inspection. 37: Special inspection for sprayed fire-resistant materials applied tostructural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 38: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events, The design and calculations for the anchorage orbracing shall beprepared byaregistered professional engineer licensed inthe State ofWashington. Periodic special inspection isrequired during anchorage nfstorage racks 8feet nrgreater inheight. 39: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector, No exception. 40: 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 of this requirement. 41: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 42: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City mfTukwila Building Department (ZU6-431'367O). 43: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 44: VALIDITY OFPERMIT: 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 ofthe City ofTukwila shall not bevalid. The issuance ufapermit 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. 45: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (2O6/43I-3670. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (Z06}4]O-93S0 1700 BU|LD|NGHNAL" 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL OZOI FOOTING 0409 FRAMING 0806 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.emi Building Permit No. Project No. Date Application Accepted: Date Application Expires: (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 King Co Assessor's Tax No.: 920247-0130 Site Address: 121 SouthCenter Mall, Seattle, WA 98118 Suite Number: 724 Floor: 1 Tenant Name: Meet Fresh PROPERTYOWNER Name: WESTFIELD PROPERTY TAX DEPT Address: 2800 Southcenter Mall City: Seattle State: WA zip: 98188 CONTACT PERSON — person recelving all project communication Name: David Lee Address: 2126 NW 204th St. City: Shoreline State: WA Zip: 98177 Phone: (206) 817-6081 Fax: Email: david608 1 @gmail.com GENERAL CONTRACTOR INFORMATION Company Name: T.B.D Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: Yes EI..No ARCHITECT OF RECORD Company Name: Architect Name: Byong Woo Kim Address: 7415 244th St SW City: Edmonds State: WA Zip: 98020 Phone: (206) 384-3371 Fax: Email: bennykim55@yahoo.com ENGINEER OF RECORD Company Name: ....TBw 40 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: Ela't A Ci Address: 7z,,Li . 1,7,1 c ou.11,644ntel lIL,( City: ccc,t-a State: vo Zip: Cite, \ Applications\ Forms -Applications On Line\ 2011 Applications \ Permit Application Revised 8-9-11.doex Revised: August 2011 bh Page I of 4 DUILDING PERMIT INFORMATION — 2U6-4 Valuation of Project (contractor's bid price): $ 250,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): CHANGE EXISTING RETAIL SPACE INTO DRINKING AND EATING ESTABLISHMENT IN EXISTING TENANT SPACE SPACE #724 WITHIN WESTFIELD MALL BUILDING. EXISTING BUILDING STRUCTURE SYSTEM NO CHANGE. ANY PROJECT RELATED PLUMBING, ELECTRICAL, HOOD SYSTEM AND EXISTING HVAC DUCT INSTALLATION SHALL HAVE SEPARATE PERMIT APPLICATION BY CONTRACTORS. Will there be new rack storage? ❑ Yes .. 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 I' Floor 279,113 2,300 0 0 II-B A2 2nd Floor 3'd Floor Floors thz Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers ®.......Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes j 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 ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications \Permit Application Revised - 1-9-1 I.docc Revised: August 201 i bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ... Water District # 125 0 ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate 0...Valley View 0...Sewer Availability Provided .. • liighline .. Renton Ej .. Renton 0.. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): Ej ...Right-of-way Use - Nonprofit for less than 72 hours ...Right-of-way Use - No Disturbance 111 ...Construction/Excavation/Fdl - Right-of-way 0 Non Right-of-way 1".1] 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards • Geotechnical Report .. Maintenance Agreement(s) 0...Traffic Impact Analysis El ...Hold Harmless — (SAO) 0...Hold Harmless — (ROW) .. • Right-of-way Use - Profit for less than 72 hours O .. Right-of-way Use — Potential Disturbance El .. Work in Flood Zone O .. Storm Drainage El ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut El .. Channelization 0 ...Frontage Improvements P .. Pavement Cut 0 .. Trench Excavation 0 ...Traffic Control 0 .. Looped Fire Line El .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size.., ,, WO # 0 ...Temporary Water Meter Size .. ,, WO # El _Water Only Meter Size...—. ..... ,, WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension._„.....Public El Private EI EI ...Water Main Extension .............Public 0 Private El tl FINANCE INFORMATION Fire ; le Size at Property Line Number of Public Fire Hydrant(s) ...Water EI ,..Sewer 0 ...Sewage Treatment Monilily Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone - City State Zip HAApplicationfforms-Applications On Line12011 AppbctaRonstPerrnit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 02/27/2019 Print Name: David Lee Day Telephone: (206) 817-6081 Mailing Address: 2126 NW 204th St. Shoreline WA 98177 City state Zip H:\Applications\Forms-Applications 0n Line\2011 ApplicationsWermit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PAID Pe mitTRAK $3,099.73 D19-0070 Address: 121 SOUTHCENTER MALL Apn: 9202470130 $3,099.73 Credit Card Fee 90.28 Credit Card Fee R000. 69.90 .00.00 0,00 $90.28 DEVELOPMENT $2,86733 PERMIT FEE R000.322.100.00.00 0.00 $2842.33 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE 142.12 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17728 R000.322.900.04.00 0,00 $142.12 $3,099,73 Date Paid: Friday, May 24, 2019 Paid By: DAVID LEE Pay Method: CREDIT CARD 23278G Printed: Friday, May 24, 2019 2:33 PM 1 of 1 SYSTEMS Cash Register Receipt Receipt Number City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK 1, 847 51 D19-0070 Address: 121 SOUTHCENTER MALL Apn: 9202470130 1,847.51 DEVELOPMENT PLAN CHECK FEE ,847.51 R000.345.830.00.00 0,00 $1,847.51 TOTAL FEES PAID BY RECEIPT: R17010 $1,847,51 Date Paid: Wednesday, February 27, 2019 Paid By: TECHCRAFT CORPORATION GENERAL Pay Method: CHECK 1586 Printed: Wednesday, February 27, 2019 11:21 AM 1 of 1 SYSTEMS CO TUKWILA [TKAKIT 0200 5OVTMCENTFK 8LVD TUKWILA' WA 98188 206-433'1878 CITY OF TUKWILA Date: 05/24/20I9 02:32:53 PM CREDIT CARD SALE VISA [xno NUMBER: *****~****7278 K TKAN AMOUNT: $3'099.73 APPROVAL [D: 23278G RECORD #: 000 CLERK ID: kandace Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'Project: At, tg PAR514 Type of nspection: Address: I z-i 5A117/6071/reX Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: Inspector: Date: /e> REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dic?-oo70 PERMIT NO. CITY OF TUKWILA BUILDING DIVIS ON 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec • ,4,Filii Type of inspection: Pt a- /19 Address: . 1Z1/ 5e'e9-77C17/71? Date Called: Special Instructions: Date Wanted: AP .2 • • Requester: .7)/alii/13 4.--C-Z Phone No: 62 0081 , 317 Affv/L9/46- iyi-I-z.._ Approved per applicable codes. COMMENTS: ACorrections required prior to approval. /4-its 151-41-)e-le )(24PON7— 436e eat L-4'aY,5, /9 NAL- 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 NSF ,.T_ NO< PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukvwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pr _._t. Type of Inspectio : Address: Date Catt Special Instructions: ' Date Wanted: a.m. p.m. Requester: �r _ Approved per applicable codes. Corrections required prior to approval. ENTS: nspecto REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ect: 'r'e S Type of Inspection: FY'Ari i ddress: Date Called: Special lnstruct ons: i Date Wanted: a,m. p.m. 'Requester: Phone No:cl-91/5— 6 z3/ proved per applicable codes. nspectol• Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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 Proje * Type Inspection: Address: anWie/Phi-i- /ecial "_Date Called: SpInstructions: (3 1/4/A AF Date Wanted: a.m. Requester• Phone N©: Approved per applicable codes. Corrections required prior to approval. COMMENTS: cf3.1< — I "Q— /NCc. bpi At-G- -"70 rZ, ©/-4-. --- ©✓ .. nspeco Date: _mod REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd„ #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pr ► ►70 Pro'ect: Type of In e ion: Address: /2/ Date Calle . Special Instructions: IDa 'If Canted: equ ster: ,Q Phone: . Approved per applicable codes. Corrections required prior to approval. CCOMMENTS: n s pecto Date: REINSPECTION FEE REQUIRED. Prior to next in f • cti6n, tee 'st be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ,Di9 6627 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 INSPECTION RECORD Retain a copy with permit Profe F!Type f.R.,ir Rer-51-1 of nspection: / Address: /z l ScaA[sne 11 A Li. Date Called: Special Instructions: Date Wanted: a.m a.m. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: ' 1 e e 4 Frts Type lnspectirr Address: : special Instructions: 3Date (anted .�4 a.m.. Requester: Phone Na; ,7 - 0 17/ Approved per applicable codes. REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule r-einspection. c Gil), of Tukwila Department of Community Development March 21, 2019 DAVID LEE 2126 NW 204TH ST SHORELINE, WA 98177 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0070 MEET FRESH - 121 SOUTHCENTER MALL Dear DAVID LEE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. This is a change of use for this space. Therefore, a separate certificate of occupancy shall be required. The change of use shall comply with all current codes. 2. The plan only shows one bathroom. Separate facilities shall be required in spaces primarily used for "drinking or dining" where the total occupant load, including both employees and customers, is 30 or more. Show two bathrooms, one for Men and one for Women inside the restaurant. A possible option would be to add the restroom in place of the booth on the other side of the mop sink enclosure. The mall bathrooms shall not be considered for the required number of bathrooms for use by the restaurant. (IBC [P] 2902.2 #4 & [P] TABLE 2902.1) 3. Provide specific details for the hanging decorative aluminum panels. Details shall show specific method for seismic anchoring to the structure above. Show location of panels on the floor plan or ceiling plan. 4. Building codes reference City of Seattle. All local codes shall show compliance with the City of Tukwila 5. Lighting compliance refer to City of Seattle and shall not be accepted. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Form for Commercial Buildings, available online at: https://wseccompliancedocuments.com/index.php on the right side you will see the link "WSEC Documents". Click on that and if you haven't already, you will need to create an account. Sign into tie account and there you will find the forms. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6. Occupant load of the space shall be posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. Provide note on the plan. 7. Most new walls sheet A2 are indicted as short wall as indicated in the wall legend for 54" high walls. Please clarify and show walls consistent with the legend. 8. Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit. 9. Please provide an as -built with demo plan. Show on the plan location of concrete floor cuts or removal for plumbing. Provide an engineer's analysis to verify if the floor is structural with a detail and specifications for the concrete repairs. 10. Application for King County Department of Public Health (KCDPH) permit shall be required prior to receiving a building permit however KCDPH permit shall not hold up building permit approval. Final building inspection and approval shall occur after KCDPH has approved their final inspections. Show application for (KCDPH). Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. + 1) Applicant shall submit copy restaurant menu and amount restaurant seating, so Public Works can make a determination of required grease control measures. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, ---"pots4 Bill Rambo Permit Technician File No, D19-0070 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0070 PROJECT NAME: MEET FRESH SITE ADDRESS: 121 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 DATE: 04/01/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 4A-4- Building Division Division 1111 /•SS MAC, 'cc Cl Public Works 11 Fire Prevention Structural T Planning Division Permit Coordinator n PRELIMINARY REVIEW: DATE: 04/04/19 Not Applicable Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 05/02/19 T Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping D PW 0 Staff Initials: I 2/1B(2013 Building Division JAI/ GoV-Y- Public Works °PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0070 DATE: 02/27/19 PROJECT NAME: MEET FRESH SITE ADDRESS: 121 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Le Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 1\-i) VAL GI\ A/ C -S-1/ R A-12 *PI Fire Prevention Planning Divis;on I M Structural Permit Coordinator a PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 02/28/19 Structural Review Required REVIEWER'S IN TIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 03/28/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I-94'41.1 Departments issued corrections: Bldg Fire EJ Ping 0 PW [V( StaffInitials: 12/18/2013 City of Tukwila Department of Community Developm n 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.a©v REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4/r/7-4(f Plan Check/Permit Number: Response to Correction Letter # El Revision # after Permit is Issued Ej Revision requested by a City Building Inspector or Plans Examiner E Deferred Submittal # Project Name: "fee "ereir4 c r-OTAA CLA.12.-r- "AAA -Cstutk.e.4.1- 44,a.a Contact Person: :Du/4'd Phone Number: >04i-cP/ 7- 44),10/ Summary of Revision: --41-11 YCA•trisPst, 'MAC& en w c stai.A'AL.&Lfatam_ c rd-c. )420/02.407e Zdoe-f4. aS cetekreisui Project Address: #7. 44 76' re-vf -.7—cP,L,44tnet RECEIVED MY OF TIJKWILA APR 0 t 2019 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including da revis• n Received at the City of Tukwila Permit Center by: sZ*-"Entered in TRAKiT on lt WAPer mit Center \Templates\ Forms Revision Submittal Form doc Revised: August 2015 Home Espaiiol Contact. Safety & Health Claims & Insurance Washington State Department of Labor & Industries A-Z Index Help My I..‹Ca Workplace Rights Trades & Licensing TECHCRAFT CORP Owner or tradesperson LEE, DAVID G Principals LEE, DAVID G, MEMBER WA UBI No. 603 431 623 2126 NW 204TH ST SEATTLE, WA 98177 206-817-6081 KING County Business type Corporation Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. 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. TECHCC*005MG Effective — expiration 07/07/2000— 07/02/2020 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 361977C $12,000.00 Received by L8,1 Effective date 06/19/2009 07/01/2009 Expiration date Until Canceled Insurance Colony Ins Co $1,000,000.00 Policy no. 101 GL 0102800-00 Received by L&I Effective date 07/02/2018 07/01/2018 Expiration date 07/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve PROJECT TENANT SPACE #724, 2300 51' NORCSSTfOM 1'ilt`aC'ItS C9 0 C3 00 C9 C3 0 C3 C3 d' UNIQLO DIN TAI FUNG RESTAURANT SEARS i SITE REFERENCE - WESTFIELD MALL STREET LEVEL (SCALE: N/A) ME PROJECT LOCATION VICINITY MAP PROJECT DESCRIPTIONS: CHANGE EXISTING RETAIL SPACE INTO DRINKING AND EATING ESTABLISHMENT IN EXISTING TENANT SPACE SPACE #724 WITHIN WESTFIELD MALL BUILDING. EXISTING BUILDING STRUCTURE SYSTEM NO CHANGE. PROJECT DEFERRED PERMIT APPLICATION: 1. PLUMBING, 2. ELECTRICAL, 3. TYPE -II HOOD SYSTEM 4. HVAC � DUCT INSTALLATION 5. WALK-IN COOLER AND FREEZER. OCCUPANT LOAD OF THE SPACE SHALL BE POSTED IN A CON51PICUOU5 PLACE, NEAR THE MAIN EXIT OR EXIT ACCE55 DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DE51GN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. i PROPERTY DATA: U) 0) PROPERTY PARCEL: 920247-0130, 920247-0010 Q PROPERTY ADDRESS: 121 SOUTHCENTER MALL, SEATTLE, WA 98188 00 L� W CO LEGAL DESCRIPTION: WEA SOUTHCENTER LLC BSIP PER BSIP REC ICc VOL 266 PGS 1-9 WHICH REPLACES BSIP RE w Cc FILE COPY VOL 249 PGS 77-84 (AKA PARCEL M TUKWIL Permit No. /dd Q �; � �.d BSIP #L10-032 REC #20101021000766) (TAXA LE o PORTION) Plan review approval Is subject toerrors an i omissions Plat Block: -ioi Approval of construction aocuments auth>nze the violation of any adoaea cod es r n2 U] �—'d Plat Lot' PARCEL M 0i Jinance. Recelot of aporovea Field Copy PROPERTY OWNER: WESTFIELD PROPERTY TAX DEFT e conditions Is acknowledged: Date:_. lL�3siy � LOT SIZE: 5.09 ACRES o BU'ILDING DIVISION N [+ ZONING: TUC REVISIONS ti PROJECT BUILDING: 11-8 CONSTRUCTION, FULL SPRINKLER, t� W q N TWO STORY, TOTAL GFA 279,113 SF o cnanges snall be made to the scop of worn wdnow onor approval of the Q Tukwila Building Division, n TENANT SPACE: SUIT 724, 2300 SF (GFA) NOTE: Revisions will require a new pN subml tal and may include additional plan r v' _ TENANT BUSINESS: MEET FRESH OCCUPANCY LOAD & PLUMBING FIXTURE CALCULATIONS OCCUPANCY AREA (NET) NET AREA OCCUPANCY LOAD RE5TROOM/ HALLWAY 2G 1 SF 2G I / 100 = 2.G SEATING AREA (table � chair) 872 SF 872 ! 15 = 58.1 SEATING AREA (fixed 5eatmg) 335 5F 52 KITCHEN AND SERVICE AREA 1 805 SF 1 805 / 200 = 4.1 TOTAL 12273 SF 1 117 REQUIRED PLUMBING FIXTURE CALCULATION: (WAC CHAPTER 29, Table 2902.1) MEN: 1 17 / 2 / 75 = 0.75 0 LADY: 1 17 / 2 / 75 = 0.78 Oj PROVIDE: ONE MALE RE5TROOM AND ONE FEMALE RE5TROOM PROVIDED IN THIS TENANT SPACE FOR EMPLOYEE AND COSTUMER USE. DDE COMPLYING: 15 INTERNATIONAL BUILDING CODE (IBC) 15 INTERNATIONAL FIRE CODE (IFC) 15 INTERNATIONAL MECHANICAL CODE (IMC) 15 INTERNATIONAL FUEL GAS CODE (IFGC) 15 UNIFORM PLUMBING CODE (UPC) 14 NATIONAL ELECTRIC CODE (NEC) 15 WASHINGTON STATE ENERGY CODE (WSEC) 09 ICC/ANSI A 1 17.1 ACCESSIBLE AND USABLE Y OF TUKWILA ALL CODE AMENDMENTS GENERAL NOTES: Vlk;rking Drawing Review APPrcwed I& Approved as Noted 0 R uitimit ifloss dr,yv�rgs F.avq been tea�vled fat itegpi d¢.Fgn �#ord ttrtYy. A9f auhFaf.f4aad siano nta tuttukotlio bo veeitsdbyfhaTartart'ssArch dtat orCtartfactot Tentard h virs{v5r saftfar wditas nttogut cs: One(11 _. seSoititavrngs4z bafre�tn atfts .41 2;2tf.i 9 3 fined _. Date SEPARATE PERMI REpUIRED FOR: iA Mechanical 1"I Gas Piping I . CONTRACTOR RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS BEFORE City ofTul ita COMMENCEMENT OF WORK, NOTIFY THE OWNER ABOUT ANY DISCREPANCY. SUILDII, G DIVISION 2, MECHANICAL, ELECTRICAL AND PLUMBING TO BE DESIGNED BY THE CONTRACTOR5 PER PRESCRIPTIVE REQUIREMENTS. 3. CONTRACTOR RESPONSIBLE FOR VERIFYING UTILITY LINE PIPING LOCATIONS PRIOR TO ANY SITE OR DEMO WORK. 4. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS, WRITTEN DIMENSIONS TO BE VERIFIED ON SITE. 5. ALL WORK SHALL CONFIRM TO THE 2015 IRC/IBC , AND/OR THE LATEST EDITION OF ALL OTHER APPLICABLE CODES. G. NO STRUCTURAL CHANGES FROM THE APPROVED PLANS SHALL BE MADE IN THE FIELD UNLESS PRIOR TO MAKING CHANGES, WRITTEN APPROVAL 15 OBTAINED FROM THE ENGINEER OF RECORD. IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL, SUCH CHANGES SHALL BE THE LEGAL AND FINANCIAL RE5PON5181LITY OF THE CONTRACTOR OR 5UB-CONTRACTOR5 INVOLVED AND SHALL BE THEIR RESPONSIBILITY TO REPLACE OR REPAIR THE CONDITION AS DIRECTED BY THE ENGINEER. 7. THE CONTRACTOR SHALL ENSURE COMPLIANCE WITH CHAPTER 33 OF THE INTERNATIONAL FIRE CODE FOR ALL CONSTRUCTION ACTIVITIES. ADEQUATE FIRE APPARATUS ACCE55 SHALL BE PROVIDED TO THE BUILDING AND SITE AT ALL TIMES DURING CONSTRUCTION. I°IVOW Ob�O REVISIONS L2/2012019 WE5TFIELD I MALL REVIEW CHANGE`. /� 3/2G/2010 CITY �G\ REVIEW CHANGE5 R EWED FOR COD NCE R 16 2019 �C 11 qk ukW[a BOIL NQDIVISION nECEIVED CITY OF 1 UK%111LA APR 012019 PERMIT CENTER E �t Q aLU F 0 m z SHEET Al )ATE: 01 /03/2019 1 GENERAL LANDLORD NOTES I .ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH LANDLORD'S TENANT DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES AND REGULATIONS. ALL CONTRACTORS SHALL OBTAIN A COPY FROM LANDLORD'S TENANT COORDINATOR OR MALL FACILITIES MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO START OF JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCE5, THE STRICTEST INTERPRETATION SHALL APPLY, 2.TENANT 15 REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO COMMENCEMENT OF TENANT'S CONSTRUCTION. ANY VARIANCES BETWEEN THESE APPROVED PLANS, LANDLORD PROVIDED LOD AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COSTS ASSOCIATED WITH REV1510N5 AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF TENANT. T g2MMM MINIMUMRUCTION WITMMANAGrMMtNT FACILITIE/ 20G.661 . CONSTRUCTION MANUAL" AS ISSUED BY THE LOCAL CENTER 4.13ARRICADE GRAPHICS REQUIRED TO BE INSTALLED WITHIN 48 HOURS OF BARRICADE INSTALLATION. GPAPHIC5 MUST BE APPROVED BY MALL MARKETING DEPARTMENT. 5.TENANT GC REQUIRED TO PROVIDE ONE FINAL SET OF DRAWINGS CONTAINING ALL COMMENTS INCLUDING WESTFIELD, CITY AND TENANT AS WELL AS WESTFIELD TC APPROVAL STAMP AND CITY PERMIT STAMP AT PRECON5TRUCTION MEETING AND MAINTAINED AT WORK SITE AT ALL TIMES. G.TENANT MUST MAINTAIN ACCESS, AS REQ'D, TO ALL UTILITY SYSTEMS SERVING THE BASE BUILDING OR ADJACENT TENANTS. 7.ALL REUSED ITEM5/FINI5HE5 MUST BE RETURNED TO LIKE NEW CONDITION. APPROVAL BY WESTFIELD REQUIRED. &NO ADDITIONAL 5IGNAGE, GRAPHICS OR MERCHANDISE FIXTURES ARE PERMITTED TO BE AFFIXED TO OR ON THE APPROVED DESIGN, DISPLAYED OUTSIDE OF THE PREMISES OR PLACED WITHIN OR ON TOP OF COUNTERS AND SNEEZE GUARDS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDLORD. ALL LANDLORD APPROVED 5IGNAGE, PROMOTIONAL OR OTHERWISE, SHALL BE PROFESSIONALLY PRINTED AND MOUNTED. 9.TENANT MUST INSTALL ADDRESSES ON STOREFRONT PER TUKWILA FIRE DEPARTMENT. ADDRESS TO BE 4" TALL IN WHITE VINYL AND V2" WIDE PONT. BOTTOM OF NUMBERS TO BE 18" AFF AND LOCATED ON LOWER RIGHT OR LEFT OF STOREFRONT, VERIFY ACTUAL LOCATION WITH WESTFIELD TC, I O.WE5TFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE TAKE DOWN, IF APPLICABLE. TENANT GC TO SCHEDULE PRELIMINARY PUNCH WALK WITH WESTFIELD TC ONE WEEK PRIOR TO SCHEDULED BARRICADE TAKE DOWN. I I .TENANT REQUIRED TO PROVIDE WESTFIELD A5-BUILT SET IN AUTOCAD AND PDF UPON COMPLETION OF WORK, 1 2.TENANT GC REQUIRED TO CONDUCT PUNCH WALK WITH WESTFIELD TC OR APPROVED WESTFIELD PERSONNEL AND GENERATE PUNCH L15T WITHIN 5 BUSINESS DAYS OF THE WALK. UPON APPROVAL OF PUNCH LI5T BY WESTFIELD TC, GC SHALL ADDRESS ALL ITEMS ON THE PUNCH LI5T WITHIN 30 DAYS. Wes&ld Working Drawing Review 0 Approved M Approved as Noted 0 Resubmit TN" dra vtn #save t a" rav rand for gretr w tiespn ai�rd cniy Att et�v�t fretb ndriona ttro rsga+tt�tt4 iso vaff dbytheT"ar=t%Archftedar&aiContr TenW, 3saeattdntrr. ar i�j'ti tWtr am grnonrtawrnttaguf�t. Qrae(ttom 12sd zurr tofarsmn sb t€q ba 7n b head_ ZA S»gna: t}at 13. CONTRACTOR SHALL PROVIDE MALL FACILITIES 48-HOUR ADVANCE NOTICE PRIOR TO DEMOLITION. 14. CARE SHALL BE TAKEN DURING DEMOLITION 50 AS NOT TO DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS. LANDLORD SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR 15 DISCLOSED DURING DEMOLITION. 15. ALL WALLS AND CEILINGS THAT ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT THE SOURCE AND REMOVING OR CAPPING ANY ELECTRICALI PLUMBING, GAS LINES AND MECHANICAL DUCTWORK THAT S DISCLOSED AND NOT SCHEDULED FOR REUSE. REROUTE AND CONTINUE ANY SYSTEM THAT MUST BE RETAINED POP ADJACENT TENANT SPACES THAT ARE NOT IN THESE PLANS. I G. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT 15 TO BE REMOVED SHALL BE DISCONNECTED AT SOURCE AND REMOVED. 17. ALL GAS WATER AND DRAIN LINES SUPPLYING EQUIPMENT THAT 15 TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND CAPPED ABOVE CEILING OR BELOW FLOOR. IF CONTINUITY OF SYSTEM MUST BE MAINTAINED FOR USE BY ADJACENT TENANT SPACES, CONTRACTOR SHALL REROUTE, AS NECESSARY TO BE BEHIND NEW CONSTRUCTION. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMOLITION AND DISPOSING OF IT IN A PROPER MANNER. PROVIDE HAUL ROUTE TO MALL MANAGEMENT FOR REMOVAL OF RUBBLE OR DEBRIS. PROTECT MALL FLOOR WITH MA50NITE OR SIMILAR WHEN U51NG CARTS, DOLLIES OR OTHER TRANSPORTATION METHODS. DEBRIS REMOVAL MUST NOT BE VISIBLE IN THE MALL COMMON AREA DURING BUSINESS HOUP5. 19, NOTIFY MALL MANAGEMENT OF ANY SPRINKLER REWORK TWO BU51NE55 DAYS IN ADVANCE. SPRINKLER DRAIN DOWN FEE MUST BE PAID IN ADVANCE DURING PRE -CONSTRUCTION MEETING. 20. ENSURE SPACE 15 COMPLETELY SEALED DURING DEMOLITION SUCH THAT DUST DOES NOT TRAVEL THROUGH THE COMMON PLENUM TO ADJACENT TENANT SPACES OR MALL COMMON AREA. 2 1. PROTECT ANY VENTS, VERIFY WITH MALL FACILITIES PRIOR TO COVERING RETURN VENTS. 22. SPRINKLER AND RESTORATION COMPANY MUST BE ON STANDBY DURING DEMOLITION. 23. PROTECT MALL FINISHES - PATCHBACK AS NECESSARY. CONTACT FACILITIES FOR MALL TILES. REFER TO CONSTRUCTION MANUAL FOR CEILING AND NEUTRAL PIER PAINT SPEC. 24. GC TO CONDUCT DEMOLITION WALK-THROUGH WITH TC AND MALL FACILITIES PRIOR TO ANY NEW WORK. COORDINATE CEILING ACCESS PANEL LOCATIONS WITH MALL FACILITIES PRIOR TO INSTALLING NEW CEILING. Q I LANDLORD DESIGN NOTES I .TENANT SHALL ENSURE THAT ENTIRE STOREFRONT 15 BEHIND THE LEASE LINE. COORDINATE FIELD CONDITIONS WITH WESTFIELD ON51TE TC - SNAP LEASE LINES WITH TT GC AND WESTFIELD TC PRESENT. 2.CUT SHEETS OF ALL FIXTURES/LIGHTING/DISPLAY ELEMENTS IN SALES AREA MUST BE SUBMITTED TO WESTFIELD FOR APPROVAL, 3.51GNAGE, GRAPHICS AND VIDEO CONTENT (IF APPLICABLE) TO BE SUBMITTED FOR WESTFIELD REVIEW AND APPROVAL. 4.ALL REUSED ITEM5/FINI5HE5 MUST BE RETURNED TO LIKE NEW CONDITION. APPROVAL BY WESTFIELD REQUIRED. 5.TENANT TO EXTEND LANDLORD MALL FLOORING FINISHES TO NEW 5TOPEFPONT IN ANY/ALL AREA5 WHERE NEW STOREFRONT IS RECESSED BEHIND LEASE LINE. TENANT TO EXTEND LANDLORD MALL FLOORING FINISHES TO DOOR CLOSURE LINE. TENANT TO REPAIR MALL FINISHES (FLOORING) TO A5-NEW CONDITION, REPLACE AS NEEDED. COORDINATE WITH ON51TE MALL FACILITIES MANAGER. IN THE EVENT MALL IS OUT OF SPECIFIC BORDER TILE, TENANT SHALL INSTALL NEW TILE ACROSS EXTENT OF STOREFRONT PURCHASED FROM MALL MANAGEMENT. G.ANY AND ALL WORK 15 TENANT'S AT TENANT'S EXPENSE. IF NOT EXISTING, TENANT TO PROVIDE AT TENANT'S EXPENSE, WESTFIELD RE5PON5113LE FOR NO WORK AND NO EXPENSE. 7.WE5TFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE TAKE DOWN. TENANT GC TO SCHEDULE PRELIMINARY PUNCH WALK WITH WESTFIELD TC ONE WEEK PRIOR TO SCHEDULED BARRICADE TAKE DOWN, 8.ALL FLOOR TRANSITIONS IN SALES AREA TO BE RECESSED METAL. 9.ALL MATERIALS SHOULD BE RATED FOR HEAVY COMMERCIAL USE. I O.RECTANGULAR MODULE OR MINIMUM 24" X 24" SQUARE MODULE FOP TILE IN SALES AREA. I 1 .SALES FLOOR TO BE WOOD OR OTHER DURABLE MATERIAL. 1 2.ALL VISIBLE 5PRINKLER5 FROM THE MALL OR SALES FLOOR MUST BE RECESSED AND CONCEALED WITH COVERS SHOP PAINTED TO MATCH ADJACENT SURFACE OR SURROUNDING AREA. 13.5PEAKER5 / SECURITY CAMERAS MUST BE RECESSED AND NOT SURFACE MOUNTED, IF APPLICABLE. 14.ALL TV5 AND MONITORS MUST BE RECESSED INTO WALL OR BE FRAMED OUT WITH ONLY SCREEN VISIBLE - NO VISIBLE CORDS. 1 5.ALL POWER MUST BE TRENCHED LANDLORD MECHANICAL NOTES I .ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH LANDLORD'S TENANT DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES AND REGULATIONS, ALL CONTRACTOR5 SHALL OBTAIN A COPY FROM LANDLORD'5 TENANT COORDINATOR OR MALL FACILITIES MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO START OF JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL 2.VEPIFY ANY DEMOLITION WORK AND ANY NEW WORK REQUIRED BY THE LANDLORD THAT 15 NOT SHOWN ON PLANS WITH LANDLORD PRIOR TO BID, 3.VEPIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT FIRE ALARM { LIFE SAFETY SYSTEM WIRING AND DEVICES, SPRINKLER PIPING, DUCTWORK, PLUMBING, COMMUNICATION SYSTEM WIRING, ETC. DURING DEMOLITION AND NEW CONSTRUCTION WITH LANDLORD AND TENANT ARCHITECT PRIOR TO BID AND START OF WORK. 4.GC MAY BE REQUIRED TO COVER RETURN AIR OPENINGS PRIOR TO START OF DEMOLITION WORK AND/OR NEW CONSTRUCTION. VERIFY WITH LANDLORD PRIOR TO START OF BID/WORK. 5.THERE ARE 3 TYPES OF MECHANICAL SYSTEMS IN THE CENTER. EACH OF THE 3 SYSTEM TYPES AND THEIR UTILIZATION WITHIN THE MALL ARE IDENTIFIED ON THE HVAC ZONING PLANS AS INDICATED IN THE LANDLORD'S DE51GN AND TECHNICAL CRITERIA, TYPE A - A CENTRAL SUPPLY SYSTEM WHERE LANDLORD SUPPLIES CONDITIONED AIR TO EACH TENANT SPACE AND EXHAUST AIR TO EACH TENANT SPACE LOCATED WITHIN THE MALL, VIA THE LANDLORD SUPPLIED ROOFTOP UNITS AND EXHAUST FANS. TYPE B - A SPLIT SYSTEM DESIGN. LANDLORD SUPPLIES UNCONDITIONED OUTSIDE AIR AND EXHAUST AIR TO ALL TENANT SPACES LOCATED IN THIS ZONE VIA THE LANDLORD PROVIDED SUPPLY FANS AND EXHAUST FANS LOCATED ON THE ROOF. TYPE C - TENANT SUPPLIED ROOF TOP UNITS AND EXHAUST FANS WHERE THE TENANT PROVIDES ALL ELEMENTS OF THE HVAC SERVICE. (.TENANT'S MECHANICAL INSTALLATION 15 TO BE COMPLETED PER ALL GOVERNING CODES AND ALL MATERIALS SHALL BE NEW AND OF COMMERCIAL GRADE AND BARE UNDERWRITER'S LA13EL(5), WHERE SUCH LABELING APPLIES. INSTALLATION SHALL BE PERFORMED BY A LICENSED MECHANICAL CONTRACTOR, IN A FIR5T-CLA55, WORKMAN -LIKE MANNER. 7.TENANT SHALL FURNISH COMPLETE DATA INDICATING SYSTEM AIR BALANCE IN THE DEMISED PREMISES AND A CERTIFIED THIRD -PARTY BALANCE REPORT NO MORE THAN THIRTY (30) DAYS AFTER OPENING. THE TENANT SHALL PERFORM BALANCING OF ALL DUCT SYSTEMSRELATED TO THE PREMISES BY USE OF A LANDLORD APPROVED, INDEPENDENT AIR BALANCE CONTRACTOR NOT AFFILIATED WITH TENANT'S MECHANICAL CONTRACTOR. BALANCING MUST BE COMPLETED AND AN AIR BALANCE REPORT MUST BE SUBMITTED TO AND ACCEPTED BY LANDLORD PRIOR TO THE STORE OPENING FOR 131_151NE55. REPORT SHALL APPLY TO ALL HVAC EQUIPMENT, INCLUDING VAV BOX AIRFLOW SENSOR DIFFERENTIAL PRE55URE READINGS AT MAXIMUM AND MINIMUM COOLING (FOR TENANTS IN AREA A), AND TOILET EXHAUST READINGS. B.THE ROOF OVER THE MAJORITY OF THE MALL IS COMPOSED OF METAL DECKING WITH FOAM INSULATION, 1 /2" DEN5DECK AND 4 PLY ASPHALT ROOF FELTS. 51GHT LINES OF EQUIPMENT NEED TO BE CONSIDERED WHEN LOCATING EQUIPMENT ON THE ROOF PLAN/ROOF. ACCESS TO THE MALL ROOF 15 RESTRICTED TO LANDLORD PERSONNEL AND LANDLORD'S DESIGNATED CONTRACTORS ONLY. NO TENANT CONTRACTOR OR 5U13-CONTRACTOR SHALL BE PERMITTED ON THE ROOF UNLESS PERMISSION HAS BEEN OBTAINED FROM TENANT COORDINATOR OR FACILITIES MANAGER. 9.THE BUILDING'S STEEL STRUCTURE 15 COVERED WITH FIRE PROOFING SPRAY 3/4" THICK ON BEAMS AND 1-1/2" THICK ON COLUMNS. ALL STEEL SUPPORTS REQUIRED BY TENANT TO BE ATTACHED TO THE STEEL STRUCTURE SHALL BE CLIPPED, NOT WELDED. TENANT SHALL RETURN ALL FIRE PROOFING WITHIN THE PREM15E5 TO THE SPECIFIED THICKNE55. I O.AIP. HANDLING UNITS, HEATING EQUIPMENT, WATER HEATERS AND OTHER EQUIPMENT LOCATED WITHIN THE DEMISED PREMISES SHALL BE FLOOR -MOUNTED OR LOCATED OVER THE TOILET OR STORAGE AREAS ON SUPPORTS PROVIDED BY TENANT, NOT TO EXCEED MAXIMUM LIVE LOAD. I I .NOISE AND VIBRATION THAT MAY BE CAUSED BY THE OPERATION OF ANY HVAC EQUIPMENT MUST BE CONTROLLED WITH VIBRATION ISOLATORS, RESILIENT MOUNTING DETAILS, FLEXIBLE DUCT CONNECTIONS, DUCT LININGS AND OTHER MEASURES THAT MAY BE REQUIRED. EQUIPMENT THAT 15 MOUNTED TO THE BASE BUILDING STRUCTURE MUST BE INSTALLED SO THAT NO NOTICEABLE VIBRATION 15 TRANSFERRED TO THE BASE BUILDING STRUCTURE. TENANT 15 RESPONSIBLE FOR ISOLATION OF ALL EQUIPMENT SO THAT VIBRATIONS AND NOISES ARE NOT TRANSMITTED, ANY NOISES DEEMED OBJECTIONABLE BY LANDLORD'S 51TE REPRESENTATIVE SHALL BE CORRECTED AT TENANT'S EXPENSE. 12.HVAC SYSTEM SHALL BE IN OPERATION WHENEVER LANDLORD PROVIDED HVAC SERVICES ARE OPERATING. TENANTS ARE REQUIRED TO INSTALL A SEVEN-DAY TIME CLOCK FOR CONTROLLING THEIR HVAC SYSTEM AND BE CONNECTED TO THE FIRE/5MOKE ALARM SYSTEM. 13.TENANT'5 AIR-CONDITIONING SYSTEM SHALL BE PROVIDED WITH ALL NECESSARY CONTROLS AND DEVICES AND BE COMPATIBLE WITH THE ENCLOSED SHOPPING CENTER AIR-CONDITIONING SYSTEM AND FIRE ALARM SYSTEM. LOW VOLTAGE CONTROLS SHALL BE IN CONDUIT. 14.TENANT5 THAT HAVE ODOR -PRODUCING OPERATIONS SHALL INSTALL A FORCED -DRAFT VENTILATION SYSTEM TO MAINTAIN A NEGATIVE PRE55URE WITHIN THE TENANT SPACE AND DISCHARGE INTO THE ATMOSPHERE VIA THE ROOF AREA. TENANT 15 RESPONSIBLE FOR PROPER DIFFUSION OF THE EXHAUST IN SUCH A MANNER AS TO PREVENT ODOR5 FROM ENTERING AIR INTAKES OF OTHER VENTILATION SYSTEMS. 18.HANGER-WIRE5, DUCT -STRAPS, FASTENING DEVICES, ETC. SHALL BE FASTENED JOISTS AND/OR BEAM5 ABOVE AND CONFORM TO THE MECHANICAL CODE OF THE STATE OF CALIFORNIA. DO NOT ATTACH ANYTHING DIRECTLY TO THE UPPER -LEVEL SLAB OR THE ROOF DECK AND FURNISH SEISMIC SUPPORT PER BUILDING CODE. 19.TENANT, AT TENANT'S EXPENSE, SHALL ENCLOSE ANY REQUIRED DUCT SHAFTS LOCATED OUTSIDE THE TENANT'S SPACE WITH A TWO- (2) HOUR FIRE -RATED PARTITION. LANDLORD SHALL APPROVE AND DESIGNATE THE LOCATIONS OF ANY TENANT -REQUIRED DUCT SHAFT LOCATED OUTSIDE THE DEMISED PREMISES. 20.HVAC DUCT -TYPE SMOKE DETECTORS SHALL BE INSTALLED AS REQUIRED BY CODE IN EVERY HEATING AND COOLING SYSTEM UPSTREAM Of ANY OUTSIDE AIR INTAKE, FILTERS, OR DECONTAMINATION EQUIPMENT, WHICH, UPON ACTIVATION WI AUTOMATICALLY SHUT THE SYSTEM DOWN (PER APPLICABLE CODES). 2 I .ALL EQUIPMENT ON ROOF SHALL BE LABELED WITH WEATHERPROOF 51GNAGE INDICATING TENANT NAME AND SPACE NUMBER. 22.THE TENANT 15 RE5PON51BLE FOR PROVIDING THEIR OWN GREASE EXHAUST UNITS(5) AND ALL NECE55AKY DUCT WORK IN ACCORDANCE WITH THE CURRENT NPPA #9G, CALIFORNIA BUILDING CODE, AND ALL LOCAL JURISDICTIONS HAVING AUTHORITY. 23.ALL ROOF TOP EQUIPMENT LOCATIONS MUST HAVE PRIOR WRITTEN APPROVAL FROM THE LANDLORD. ALL ROOF -MOUNTED KITCHEN EXHAUST FANS THAT HANDLE A GREASE DISCHARGE, SHALL HAVE A GREASE CATCH PAN AND GUTTER. 24. NATURAL GAS SERVICE 15 AVAILABLE FOR FOOD COURT AND RE5TAUPANT TENANTS ONLY.IF GAS SERVICE 15 DE51RED, TENANT SHALL CONTACT LANDLORD'5 TENANT COORDINATOR TO REVIEW THE SERVICE CONNECTION LOCATION AND PIPE ROUTING REQUIREMENTS BEFORE BEGINNING DESIGN WORK. 25.FLOOP PLAN AND/OR REFLECTED CEILING PLAN MUST BE AT MINIMUM ONE -EIGHT SCALE (1 /8") SCALE OR LARGER, AND SHALL INCLUDE ALL DUCTWORK, EXHAUST SYSTEMS, HOODS, PIPING AND EQUIPMENT. 2G.5CHEMATIC DIAGRAM OF THE HVAC SYSTEM CONTROLS, INCLUDING ALL FIRE/5MOKE DETECTION AND ALARM DEVICES WITH ALL MANUFACTURES' MODEL NUMBERS MUST BE INDICATED. 27.DRAWING5 MUST CONTAIN EQUIPMENT SCHEDULES, INCLUDING AIR -HANDLING UNITS, CONDENSING UNITS, ROOF UNITS, EXHAUST FANS, AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) AND ANY OTHER EQUIPMENT USED, INCLUDING MANUFACTURERS' NAME AND NUMBER. 28.TENANT SPACE BELOW. VERIFY APPROVED PENETRATION LOCATIONS AND FOLLOWING LANDLORD REQUIREMENT5 WITH LANDLORD AND TENANT'S ARCHITECT. RADAR/50NAM-RAY TESTING, FIREPROOFING AND SEALING, ETC. MAY BE REQUIRED TO USE LANDLORD'S OR LANDLORD APPROVED CONTRACTORS. ALL WORK SHALL BE AT TENANT'S EXPENSE. ALL PROPOSED LOCATIONS AND/OR PENETRATIONS SHALL MATCH LOCATIONS AS INDICATED ON THE LANDLORD -APPROVED PLANS AND BE APPROVED BY LANDLORD'S ON-51TE REPRESENTATIVE. 29.VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING/SUPPORTING HVAC EQUIPMENT, DUCTWORK, PIPING, WATER HEATER5, TRANSFORMERS, FIXTURES, CONDUIT, ETC. WITH LANDLORD AND TENANT'S ARCHITECT. ATTACHING TO UPPER LEVEL FLOOR SLAB OR ROOF DECK 15 NOT ALLOWED. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURE SUPPORTS, ETC. SHALL BE FASTENED TO BAR JOISTS OR BEAMS. 30.TENANT'5 GENERAL CONTRACTOR, AT TENANT'S EXPENSE, SHALL BE REQUIRED TO FURNISH TEMPORARY WEATHERPROOFING FOR ALL ROOF PENETRATIONS, UNTIL LANDLORD'S ROOFING CONTRACTOR HAS MADE FINAL WEATHERPROOF PATCHES, AT TENANT'S EXPENSE. TENANT'S STORE SPACE NUMBER SHALL BE PERMANENTLY STENCILED ON ONE 51DE OF ANY ROOF -MOUNTED HVAC UNIT, WITH MINIMUM THREE-INCH (3) HIGH LETTERS. 3 I .ALL ROOF AND SLAB PENETRATIONS MADE BY TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO LANDLORD'S STANDARD CRITERIA AND SHALL BE SUBJECT TO LANDLORD'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. WEATHERPROOFING OF ANY ROOF PENETRATIONS REQUIRED BY TENANT SHALL BE PERFORMED BY LANDLORD'S AUTHORIZED ROOFING CONTRACTOR. TENANT'S GENERAL CONTRACTOR SHALL PAY ALL SUCH COSTS, THEREFORE, DIRECTLY TO SUCH ROOFING CONTRACTOR UPON THEIR DEMAND, ANY FAILURE TO FOLLOW THI5 PROCEDURE, AND ANY DAMAGES RESULTING THEREFROM, SHALL BE AT THE TENANT'S SOLE C05T AND EXPENSE. 32.I1\15TALL ALL DUCTWORK AS TIGHT TO STRUCTURE AS POSSIBLE. ROUTE TO AVOID LIGHT FIXTURES, MAINTAIN DUCT HEIGHTS TO ACCOMMODATE CEILING HEIGHTS. REFER TO REFLECTIVE CEILING PLAN. 33.PIGID HVAC DUCTWORK SHALL BE SHEET METAL, GALVANIZED STEEL OR ALUMINUM. FIBERGLASS DUCT BOARD OR OTHER NONMETALLIC MATERIAL 15 NOT ACCEPTABLE. KITCHEN GREASE AND DISHWASHER EXHAUST DUCTS SHALL BE 18-GAUGE STAINLESS STEEL SHEET METAL WITH CONTINUOUSLY WELDED JOINTS AND SEAMS. KITCHEN GREASE EXHAUST DUCTS SHALL BE WRAPPED CONTINUOUSLY WITH AN APPROVED FIRE WRAP PRODUCT. 34.VEPIFY IN FIELD THAT THERE 15 A CLEAR PATHWAY FOR THE HOOD DUCTWORK AND SPACE ON THE ROOF FOR THE NEW EXHAUST UNIT. IF THERE ARE ANY OBSTRUCTIONS, COORDINATE WITH WESTFIELD PEPPE5ENTATIVE, 35.MAKE-UP AIR SYSTEMS ARE REQUIRED FOR ALL EXHAUST SYSTEMS DESIGNED FOR A MAX 90% OF ALL EXHAUST AIR QUANTITY. THE EXHAUST AND MAKE-UP AIR SYSTEMS SHALL BE ELECTRICALLY INTERLOCKED 50 THAT ONE SWITCH ACTIVATES BOTH. 3G.PROVIDE COMPLETE SPECIFICATION OF TYPE OF INSULATION AND FIRE -RATING DETAILS OF SHAFT. 1 5.CONDEN5ATE LINES FOR REFRIGERATION AND/OR AIR-CONDITIONING SHALL BE COPPER PIPE5, SUCH PIPE SHALL TERMINATE BACK INTO TENANT'S SPACE AND BE 37.EN5URE THERE 15 PROPER SEPARATION BETWEEN SUPPLY AIR INTAKE DUCTS AND CONNECTED ABOVE THE P-TRAP OF THE SINK IN ACCORDANCE WITH THE EXHAUST DUCTS (A MINIMUM OF I O'), DIRECTION OF DISCHARGE IS AWAY FROM REQUIREMENT5 OF LOCAL AUTHORITIES AND LANDLORD. OR TENANT SHALL INSTALL SUPPLY INTAKE DUCTS AND EXHAUST 15 DOWNWIND. (IN ACCORDANCE WITH ALL GOVERNING CODES) ANY CONDENSATE DRAINS FROM AIR -HANDLING UNITS TO LANDLORD'S SEWER LINE, 38.PROVIDE LANDLORD WITH COPY OF TESTING AND BALANCING REPORT UPON COMPLETION. I G.TENANT 15 NOT PERMITTED TO USE A WATER-COOLING TOWER OR ANY EVAPORATIVE COOLING APPARATUS. nEGEA 17,AIR DISTRIBUTION DEVICES SHALL BE CEILING OR SIDE WALL MOUNTED REGISTERS CITY sir- 11 OR DIFFUSERS INSTALLED AS REQUIRED TO ACHIEVE DRAFT -FREE AIR DISTRIBUTION ApR Oi IN ACCORDANCE WITH GOOD ENGINEERING PRACTICES. A MANUAL VOLUME DAMPER SHALL BE INSTALLED UPSTREAM (MINIMUM 3 FEET) OF REGISTERS OR DIFFUSERS IN 001 Al 14A1 FS ARFAI, PERMIT t V"ld WorkIng OtAwing Review CI Approved M Approved as Noted 0 Etas tonit Tttose drawoi t;avut m rat a"Ned for aenetal des n u�kot only. Alt aaiaat rketd oan"ons ate toquited to ba u3ti bytfieF+rrtat!"sAtchiacfOYsJFOtCatttattat. Tents it to"ansaft trot eon.+lyovwih fill gomittimnttequio0orrs. #9na(tt taftzt eta - spat ordraxwigsis taq tre k�p3 trs a at &i ti ms 2 2t}:i9 9rpDate LANDLORD ELECTRICAL NOTES I .ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH LANDLORD'S TENANT DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES AND REGULATIONS. ALL CONTRACTOR5 SHALL OBTAIN A COPY FROM LANDLORD'S TENANT COORDINATOR OR MALL FACILITIES MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO START OF JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL 2.VERIFY ANY DEMOLITION WORK AND ANY NEW WORK REQUIRED BY THE LANDLORD THAT 15 NOT SHOWN ON PLANS WITH LANDLORD PRIOR TO BID. 3.VEPIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT FIRE ALARM / LIFE SAFETY SYSTEM WIRING AND DEVICES, SPRINKLER PIPING, DUCTWORK, PLUMBING, COMMUNICATION SYSTEM WIRING, ETC. DURING DEMOLITION AND NEW CONSTRUCTION WITH LANDLORD AND TENANT ARCHITECT PRIOR TO BID AND START OF WORK. 4.GC MAY BE REQUIRED TO COVER RETURN AIR OPENINGS PRIOR TO START OF DEMOLITION WORK AND/OR NEW CONSTRUCTION. VERIFY WITH LANDLORD PRIOR TO START OF BID/WORK. 5.REMOVE ANY ABANDONED FLOOR BOXES AND CONDUIT, WIRING SUPPORTS, ETC. LOCATED BELOW FLOOR SLAB AS REQUIRED. MUST PATCH ALL FLOOR SLAB CORES AND HAVE INSPECTED BY LANDLORD PRIOR TO INSTALLING ANY NEW FLOORING. VERIFY WITH LANDLORD PRIOR TO BID. G.REU5E OF ANY EXISTING SERVICE, METERING, PANELBOARD5, TRANSFORMERS, CONDUIT, WIRE, ETC. IS SUBJECT TO BUILDING DEPARTMENT AND LANDLORD APPROVAL. VERIFY IF ALLOWED TO REUSE AND IF ANY WORK 15 REQUIRED BY BUILDING DEPARTMENT OR LANDLORD. 7.ANY WORK OUTSIDE OF TENANT'S SPACE SHALL BE BY A LANDLORD APPROVED ELECTRICAL CONTRACTOR AT TENANT'S EXPENSE. 8.EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT AND LANDLORD APPROVAL. 9.ALL 51GNAGE SHALL BE CONTROLLED BY A TIME CLOCK AND BE ON DURING THE HOUR5E THE SHOPPING CENTER 15 OPEN. THE TIME SWITCH SHALL BE A 7 DAY, CALENDAR TYPE. I O.ALL LIGHT FIXTURE5, EQUIPMENT, DEVICES, ELECTRICAL ASSEMBLIES, ETC. SHALL BE U.L. LISTED. I I .TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL / TELEPHONE SYSTEM TO SERVE THE TENANT SPACE, BASED ON A 277/480 VOLT, THREE-PHASE, FOUR WIRE, GO CYCLE SYSTEM. 12.TENANT SHALL VERIFY BY PHYSICAL INSPECTION THE AMP RATING OF THE MAIN ELECTRICAL SWITCH PROVIDED FOR THE TENANT'S ELECTRICAL SERVICE CONNECTION. 13.LANDLORD WILL PROVIDE A PROPERLY SIZED ELECTRONICALLY METERED DISTRIBUTION CIRCUIT BREAKER IN LANDLORD'S DISTRIBUTION PANEL BOARD, AT TENANT'S EXPENSE. 14.LANDLOPD WILL TYPICALLY FURNISH A 2" MINIMUM SERVICE CONDUIT FROM LANDLORD'S SERVICE AREA TO A LOCATION WITHIN OR NEAR TENANT'S DEMISED PREMISES AS DETERMINED BY LANDLORD. 15.IF TENANT REQUIRE5 A DIFFERENT 51ZE MAIN ELECTRICAL SWITCH OR SERVICE CONDUITS, TENANT SHALL BE RESPONSIBLE FOR ANY UP51ZING AT TENANT'S EXPENSE. I G.TENANT SHALL PROVIDE A 51NGLE MAIN DISCONNECT WITHIN TENANT'S DEMISED PREMISES. 17.ALL MAIN FEEDER WIRES FROM THE MAIN ELECTRICAL SWITCH SHALL BE 51ZED TO MEET THE MINIMUM FUSE PROTEXTION CAPACITY OF TENANT'S MAIN ELECTRICAL SWITCH. MAIN SERVICE FEEDERS, AS A MINIMUM, SHALL BE TREATED FOR THE SUM OF ALL LOADS, PLUS 25% SPARE CAPACITY. BRANCH CIRCUITS CONNECTED LOADS SHALL NOT EXCEED 80% OF RATED CAPACITY. I5.MINIMUM CIRCUIT WIRE 51ZE SHALL BE # 12 AWG, EXCLUDING CONTROL WIRING. ALL MAIN AND BRANCH CIRCUITRY WIRING SHALL BE COPPER AND HAVE GOO VOLT INSULATION, TYPE TW, THW, THWN OR THHN FOR MAIN FEEDERS. SAME COLOR SHALL IDENTIFY SAME PHASE THROUGHOUT THE SYSTEM. IF AWMINUMM CONDUCTORS EXIST, THEY MUST BE REPLACED WITH COPPER. FLEXIBLE CONDUIT 15 NOT ALLOWED FOR USE AS COMMON ROUTING FOR WIRES. 19.ALL LIGHT FIXTURES, EQUIPMENT, WIRING METHODS, ETC. WITHIN A CEILING RETURN AIR PLENUM SHALL COMPLY WITH NEC SECTION 300-22, AND ANY ADDITIONAL BUILDING DEPARTMENT REQUIREMENTS, VERIFY IF ANY ADDITIONAL REQUIREMENTS WITH BUILDING DEPARTMENT AND TENANT'S ARCHITECT. 20.BALANCE FANELBOARD LOAD TO WITHIN 10 PERCENT OF LOWEST PHASE AND SUBMIT REPORT TO LANDLORD. 21 .VERIFY POINT -OF -CONNECTION TO LANDLORD'S EMERGENCY POWER SOURCE AND CONNECTION REQUIREMENTS WITH LANDLORD. LANDLORD'S ELECTRICAL CONTRACTOR MAY BE REQUIRED, AT TENANT'S EXPENSE. 22.FURNI5H A COMPLETE TYPE -WRITTEN IDENTIFICATION DIRECTORY CARD FOR ALL MAIN AND BRANCH CIRCUITS IN51DE PANEL DOOR. AS REQUIRED, PROVIDE LOCK -ON DEVICES ON PANEL CIRCUIT BREAKERS FOR EXIT AND EMERGENCY LIGHT AND FIRE/5MOKE ALARM SYSTEM. 23.TENANT SPACE BELOW. VERIFY APPROVED PENETRATION LOCATIONS AND FOLLOWING LANDLORD REQUIREMENT5 WITH LANDLORD AND TENANT'S ARCHITECT. RADAP/50NAR/X-RAYTE5TING, FIREPROOFING AND SEALING, ETC. MAY BE REQUIRED TO USE LANDLORD'S OR LANDLORD APPROVED CONTRACTORS. ALL WORK SHALL BE AT TENANT'S EXPENSE. ALL PROPOSED LOCATIONS AND/OR PENETRATIONS SHALL MATCH LOCATIONS AS INDICATED ON THE LANDLORD -APPROVED PLANS AND BE APPROVED BY LANDLORD'S ON -SITE REPRESENTATIVE. 24.VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING/SUPPORTING HVAC EQUIPMENT, DUCTWORK, PIPING, WATER HEATERS, TRANSFORMERS, FIXTURES, CONDUIT, ETC. WITH LANDLORD AND TENANT'S ARCHITECT. ATTACHING TO UPPER LEVEL FLOOR SLAB OR ROOF DECK 15 NOT ALLOWED. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURE SUPPORTS, ETC, SHALL BE FASTENED TO BAR J015T5 OR BEAMS. 25.TENANT'5 GENERAL CONTRACTOR, AT TENANT'S EXPENSE, SHALL BE REQUIRED TO FURNISH TEMPORARY WEATHERPROOFING FOR ALL ROOF PENETRATIONS, UNTIL LANDLORD'S ROOFING CONTRACTOR HAS MADE FINAL WEATHERPROOF PATCHES, AT TENANT'S EXPENSE. 2G.ALL ROOF AND SLAB PENETRATIONS MADE BY TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO LANDLORD'S STANDARD CRITERIA AND SHALL BE SUBJECT TO LANDLORD'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. WEATHERPROOFING OF ANY ROOF PENETRATIONS REQUIRED BY TENANT SHALL BE PERFORMED BY LANDLORD'S AUTHORIZED ROOFING CONTRACTOR, TENANT'S GENERAL CONTRACTOR SHALL PAY ALL SUCH COSTS, THEREFORE, DIRECTLY TO SUCH ROOFING CONTRACTOR UPON THEIR DEMAND, ANY FAILURE TO FOLLOW THIS PROCEDURE, AND ANY DAMAGES RESULTING THEREFROM, SHALL BE AT THE TENANT'S SOLE COST AND EXPENSE. 27.ALL CONDUIT PENETRATING AND/OR LOCATED ON THE ROOF SHALL BE PAINTED TO MATCH THE COLOR OF THE EXISTING ROOF. USE THE APPROPRIATE COATS OF PRE-TREATMENT PRIMER PRIOR TO THE FINAL COAT. FINAL COAT OF THE ROOF MATCHING COLOR SHALL BE APPROVED BY LANDLORD. 28.TRANSFORMER5 MAY NOT BE SUSPENDED FROM THE STRUCTURE AND ARE TO BE FLOOR MOUNTED. DRY TYPE TRANSFORMERS SHALL BE CLA55 H RATED, 480 VOLT PRIMARY TO 1 20/208 VOLT, THREE-PHASE, FOUR WIRE SECONDARY CAPACITY. N015E LEVEL 15 LIMITED TO A MAXIMUM OF 50 DB AVERAGE, MEASURED AT A DISTANCE OF I' FROM THE CASE, PER NEMA PUBLICATION NO. YR I - 19GO OR LATEST REVISION THEREOF. 29.THERE ARE 2 TYPES OF ELECTRICAL METERING SYSTEMS IN PLACE AT THE CENTER. TYPE A: INDIVIDUAL TENANT SUPPLIED METER SYSTEM AND TYPE B: MASTER METERED SYSTEM. REFER TO LANDLORD DESIGN AND TECHNICAL CRITERIA FOR ELECTRICAL ZONING PLANS TO DETERMINE APPROPRIATE SYSTEM TYPE FOR SPACE. 30.ALL TENANT SPACES ARE REQUIRED TO HAVE SMOKE DETECTORS INSTALLED IN THE STORAGE, PREPARATION AND SALES AREA, PER GOVERNING AUTHORITIES. THESE ARE LOCAL ONLY AND ARE NOT CONNECTED TO A CENTRAL ALARM SYSTEM AND POWERED BY THE TENANT'S ELECTRICAL SYSTEM. 3 I .TENANT'S GENERAL CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE PIPE EXTINGUISHER (MINIMUM SIZE 2A:20BC), WHEREVER ANY HOT WORK 15 DONE WITHIN THE DEMISED PREMISES. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST I HOUR AFTER THE COMPLETION OF ANY HOT WORK AND BE COORDINATED WITH THE LOCAL FIRE DEPARTMENT. 32.PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENT, VALVES, DAMPERS, CONTROLS, CLEANOUTS, J-BOXES, ETC. LOCATED ABOVE DRY WALL CEILING AND ANY OTHER INACCE55113LE AREAS AS REQUIRED. VERIFY/COORDINATE REQUIRED ACCESS PANEL LOCATIONS WITH LANDLORD AND TENANT'S ARCHITECT. 33.5EE NOTES ON PLANS AND VERIFY ALL MATERIALS AND WORK REQUIRED BY LANDLORD. 34.MALL FACILITIES MANAGER HAS THE AUTHORITY TO MAKE ON -SITE DECISIONS AND FIELD CHANGES IN ACCORDANCE WITH WESTFIELD TENANT DE51GN CRITERIA, CENTER RULES AND REGULATIONS AND ANY SPECIFIC MALL OPERATION NEEDS. LANDLORD PLUMBING NOTES I .ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH LANDLORD'S TENANT DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES AND REGULATIONS. ALL CONTRACTORS SHALL OBTAIN A COPY FROM LANDLORD'S TENANT COORDINATOR OR MALL FACILITIES MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO START OF JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. 2.VERIFY ANY DEMOLITION WORK AND ANY NEW WORK REQUIRED BY THE LANDLORD THAT 15 NOT SHOWN ON PLAN5 WITH LANDLORD PRIOR TO BID, 3.VERIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT FIRE ALARM / LIFE SAFETY SYSTEM WIRING AND DEVICES, SPRINKLER PIPING, DUCTWORK, PLUMBING, COMMUNICATION SYSTEM WIRING, ETC. DURING DEMOLITION AND NEW CONSTRUCTION WITH LANDLORD AND TENANT ARCHITECT PRIOR TO BID AND START OF WORK. 4.TENANT SHALL DESIGN AND DEVELOP A COMPLETE PLUMBING 5Y5TEM WITH ALL THE NECESSARY FACILITIES TO SERVE THE DEMISED PREMISES. THI5 INCLUDES INSTALLING A SANITARY SEWER 5Y5TEM, A VENT SYSTEM, A DOMESTIC HOT AND COLD WATER SYSTEM AND GAS 5Y5TEM (IF APPLICABLE). TENANT SHALL MAKE ALL CONNECTIONS TO THE EXISTING UTILITY SERVICES PROVIDED BY LANDLORD. 5.5ANITARY SEWER VENTS ARE REQUIRED TO BE ROUTED AND CONNECTED TO THE EXISTING SANITARY SEWER VENT SYSTEM (WHERE AVAILABLE) TO LOWER -LEVEL TENANTS OR RUN ALONG THE REAR DEMISING WALLS AND BUILDING COLUMNS, IF P0551BLE AND THROUGH THE UPPER LEVEL AND ROOF, AS DIRECTED AND APPROVED BY LANDLORD. SANITARY SEWER VENTS SHALL BE ROUTED AND CONNECTED TO THE EXISTING SANITARY SEWER VENT SYSTEM, WHERE AVAILABLE TO FOOD COURT TENANTS. G.AT LANDLORD'S OPTION, A COLD WATER SERVICE DISTRIBUTION SYSTEM AND VALVED OUTLET CONNECTION SHALL BE LOCATED WITHIN OR ADJACENT TO THE TENANT SPACE. THE DEFINITION OF WITHIN THE SPACE SHALL MEAN EITHER TO A POINT ABOVE THE SPACE OR DIRECTLY BELOW. THE OUTLET SHALL BE VALVED, SIZED AND PLACED AT A LOCATION DETERMINED BY LANDLORD. 7.AT LANDLORD'S OPTION, A SANITARY SEWER SERVICE MAIN LINE AND FOUR -INCH (4") PLUGGED (Y) CONNECTION SHALL BE INSTALLED BENEATH THE SLAB AND/OR ON GRADE OF THE DEMISED PREMISED, AT A LOCATION AND INVERT ELEVATION SELECTED BY LANDLORD. 8.AT LANDLORD'S OPTION A SANITARY VENT SERVICE MAIN LINE AND THREE-INCH (3") PLUGGED (T) CONNECTION SHALL BE INSTALLED AT A LOCATION AND ELEVATION SELECTED BY LANDLORD. TENANT SHALL EXTEND THEIR SERVICE FROM TENANT'S PREMISES TO THE CONNECTION LOCATION. 9.AT LANDLORD'S OPTION FOR FOOD RELATED TENANTS, A GAS METER AND SERVICES AT A REMOTE LOCATION OUTSIDE OF TENANT'S PREMISES DESIGNATED BY LANDLORD SHALL BE PROVIDED AT TENANT'S EXPENSE. TENANT, AT TENANT'S SOLE COST, SHALL FURNISH AND INSTALL A GAS SERVICE LINE, PROPERLY SIZED, FROM THE CONNECTION POINT TO TENANT'S PREMISES. LANDLORD SHALL RESERVE THE RIGHT TO DENY THE USE OF GAS UTILITIES TO ANY TENANT. I O.TENANT SHALL CONNECT TO AND EXTEND ALL PIPING FROM THE EXISTING LOCATION, ALL -SANITARY SEWER, DOMESTIC WATER AND SANITARY VENT PIPING TO THE NECESSARY LOCATION WITHIN THE LEASED PREMISES. I I .TENANT SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANT SPACE (AND THROUGH THE ROOF) ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE WATER LEAKAGE AND/OR DAMAGE. ANY DAMAGES CAUSED FROM FAILURE TO DO 50 SHALL BE AT TENANT'S SOLE P15K AND EXPENSE. 1 2.ANY WET AREAS SUCH AS KITCHEN'S, DI5H WASHING AREAS, RE5TROOM5, ETC. MUST UNDERGO A 24-HOUR FLOOD TEST WITNESSED BY LANDLORD PRIOR TO AND AFTER THE 24-HOUR PERIOD. WATERPROOFING METHODS, DETAILS, MATERIALS AND APPLICATION MUST BE PER WESTFIELD WATERPROOFING CRITERIA. TENANT GC SHALL PROVIDE LANDLORD AND ANY AFFECTED TENANTS BELOW PREMISES ADVANCE NOTICE OF TWO BU51NESS DAYS. TENANT GC SHALL HAVE WATER DAMAGE RESTORATION COMPANY ON STAND-BY DURING WATER TEST. 1 3.VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING/SUPPORTING HVAC EQUIPMENT, DUCTWORK, PIPING, WATER HEATERS, TRANSFORMERS, FIXTURES, CONDUIT, ETC. WITH LANDLORD, STRUCTURAL ENGINEER OF RECORD AND TENANT'S ARCHITECT. ATTACHING TO UPPER LEVEL FLOOR SLAB OR DECK 15 NOT ALLOWED. 14.TENANT SPACE BELOW. VERIFY APPROVED PENETRATION LOCATIONS AND FOLLOWING LANDLORD REQUIREMENTS WITH LANDLORD AND TENANT'S ARCHITECT. RADAR/50NAR/X-RAY TESTING, FIREPROOFING AND SEALING, ETC. MAY BE REQUIRED TO USE LANDLORD'S OR LANDLORD APPROVED CONTRACTORS. ALL WORK SHALL BE AT TENANT'S EXPENSE. 15.PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENT, VALVES, DAMPERS, CONTROLS, CLEANOUT5, J-BOXE5, ETC. LOCATED ABOVE DRY WALL CEILING AND ANY OTHER INACCE551BLE AREAS AS REQUIRED. VERIFY/COORDINATE REQUIRED ACCESS PANEL LOCATIONS WITH LANDLORD AND TENANT'S ARCHITECT. I G.5HUTOFF VALVES SHALL BE PROVIDED AT ALL CONNECTIONS TO FIXTURES. 1 7.ALL MATERIALS AND WORK IN CEILING RETURN AIR PLENUM SHALL BE "PLENUM RATED/APPROVED" AS PER BUILDING DEPARTMENT REQUIREMENTS. VERIFY REQUIREMENTS WITH TENANT'S ARCHITECT AND BUILDING DEPARTMENT. ALL EXPOSED PIPING ABOVE TENANT'S CEILING SHALL BE INSULATED WITH MINIMUM OF ONE-HALF INCH (1/2") GLA55 FIBER WITH NONCOMBUSTIBLE UL RATED VAPOR BARRIER JACKET AND INSULATION SHALL CONFORM WITH AND/OR EXCEED ALL FIRE AND SMOKE RATINGS PER A5TM E84, NFPA 255, UL 723 AND LANDLORD'S INSURANCE CARRIER. 18.TENANT SHALL PROVIDE STEEL OR PVC SLEEVES WHEN PASSING PIPE THROUGH CONCRETE SLABS OR WALL SECTIONS. 1 9.ALL MATERIALS SHALL BE NEW AND OF COMMERCIAL GRADE AND BARE UNDERWRITER'S LABEL(S), WHERE SUCH LABELING APPLIES. 20.THE ENTIRE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS, WORKMANLIKE MANNER. 21 .LANDLORD'S AUTHORIZED ROOFING CONTRACTOR SHALL PERFORM WEATHERPROOFING OF ANY ROOF PENETRATIONS. TENANT'S GENERAL CONTRACTOR SHALL BE REQUIRED TO FURNISH TEMPORARY WEATHERPROOFING OF ALL ROOF PENETRATIONS, UNTIL LANDLORD'S ROOFING CONTRACTOR HAS MADE THE FINAL PATCH. 1 22.TENANT'5 GENERAL CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER (MINIMUM 51ZE 2A:208C), WHEREVER ANY WELDING 15 DONE WITHIN THE TENANT REVIEWED FOR SPACE. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE DEMISED PREMISES CODE COMPLIANCE POP. AT LEAST ONE (1) HOUR AFTER THE COMPLETION OF ANY WELDING. APPROVED 23.THE TENANTS SERVING SOFT DRINKS, JUICES, ALCOHOLIC BEVERAGES OR ANY CORROSIVE APR ] 6 2Oi9 LIQUID SHALL USE "DURION" PIPING OR SIMILAR FOR ALL BELOW -FLOOR WASTE LINES. SOFT DRINK CHASES SHALL BE INSTALLED WITHIN TENANT'S PREMISES ONLY. SODA LINE CHASE INSTALLATION WITHIN OTHER TENANT'S PLENUM AREA OR WITHIN DEMISING WALLS WILL NOT BE ALLOWED. City offukwila BUILDING DIVISION 24.CONDEN5ATE LINES FOR REFRIGERATION UNITS MAY NOT RUN HORIZONTALLY ACROSS ROOF. THEY SHALL TERMINATE AT TENANT'S MOP SINK OR APPROVED RECEPTOR. TENANT SHALL BE REQUIRED TO FURNISH COPPER CONDENSATE LINE, 25.5EE NOTES ON PLANS AND VERIFY ALL MATERIALS AND WORK REQUIRED BY LANDLORD. 2G.MALL OPERATIONS MANAGER HAS THE AUTHORITY TO MAKE ON -SITE DECISIONS AND FIELD CHANGES IN ACCORDANCE WITH WESTFIELD TENANT DESIGN CRITERIA, CENTRE CONSTRUCTION MANUAL AND ANY SPECIFIC MALL OPERATION NEEDS. RECEIVED CITY OF TUKWILA APR 012019 0 010 �► PERMIT CENTER NOTES: I . FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH [FLOOR OR GROUND SURFACES * CHANGES IN LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER THAN 1 :48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR LANDINGS. 2. THRESHOLDS, If PROVIDED AT DOORWAYS SHALL BE U2" HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH [FLOOR OR GROUND SURFACES E CHANGES IN LEVEL] DETAIL. 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OR THE WRIST, 4. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX. 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MIN, AND 48' MAX. ABOVE THE FINISH FLOOR OR GROUND. G. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 7. DOOR AND GATE CLOSERS SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION OF 90" THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 1 2' FROM THE LATCH 15 5 SECONDS MIN. 8. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED 50 THAT FROM THE OPEN POSITION OF 70° THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. 9. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: 9. 1. INTERIOR HINGED DOORS AND GATES: 5 LBS (22.5 N) MAX. 9.2. SLIDING OR FOLDING DOORS: 5 LBS (22.5 N) MAX. 9.3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 L135 (66.7 N). 9.4. EXTERIOR HINGED DOORS: 5 L135 (22.5 N) MAX. 10. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACE SHALL BE WITHIN I / I G" OF THE SAME PLANE A5 THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. 1 1 . WHERE AUTOMATIC AND POWER-A5515TED DOORS AND GATES WITHOUT 5TAND13Y POWER ARE PART OF A MEANS OF EGRESS THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32" MIN. WHEN OPERATED IN EMERGENCY MODE. MANEUVERING CLEARANCE AT RECE55ED DOORS I � I GO" MIN. 181 MIN. I I I (A) PULL SIDE 0 1 48" MIN. i i 48" 1 MIN. 12" MIN. I i 1L .T�u; L — — — -1 (B) (C) PUSH 51DE PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH DOORS, DOORWAYS � GATE5 CLEAR WIDTH OF DOORWAYS �32" MIN: -f 32" MIN. �32" MIN. �36" MIN. I (B) (C) 4 �A SLIDING DOOR FOLDING DOOR (A) (D) HINGED DOOR DOORWAYS WITHOUT DOORS MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS �r----- -I r-r---�� I 1 148" 12" Mll� * GO'MIN.. Alu-�I( I 18' MIN. L---U;° (A) FRONT APPROACH PULL 51DE (') IF BOTH CLOSER AND LATCH ARE PROVIDED (13) FRONT APPROACH, PUSH SIDE I I 60" IN. f-36" MIN.-ar I 54" 42" MIN. MIN. -- -- I ---:s --N I (C) (D) HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE - II 2" MIN.' 42" MIN." I I 22"IMIN, L-I I L----- 1 (") IF BOTH CLOSER AND LATCH ARE PROVIDED 45" MIN. IF BOTH CLOSER AND LATCH PROVIDED (E) HINGE APPROACH, PUSH SIDE 46" MIN.'I 24"IMIN. (} 54" MIN. IF CLOSER 15 PROVIDED (F) LATCH APPROACH, PULL SIDE I� I 24" MIN. 42" i (') 48" MIN, IF CLOSER 15 PROVIDED (G) LATCH APPROACH, PUSH SIDE CIRCULAR CP055 SECTION: GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER Of 1 1/4" MINIMUM AND 2" MAXIMUM. SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2". THE SPACE BETWEEN THE GRAB BAR AND 12" PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2" MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND MIN. 1 1/2" PROJECTING OBJECTS ABOVE SHALL BE 12" MINIMUM. MIN, POSITION OF GRAB BARS: GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36" MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CL05EI"5 FOR CHILDREN5 USE, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18" MINIMUM AND 27 " MAXIMUM ABOVE THE FINISHED FLOOR MEASURED TO THE TIP OF THE GRIPPING SURFACE. (A) (B) PROJECTING RECESSED OBJECTS OBJECTS 4"-4.8" PERIMETER SPACING OF GRAB BARS //_ —�\ / --- 2" MAX. -F, � / I (A) (13) GRAB BAR NON -CIRCULAR CR055 SECTION GRAB BARS 15" MIN.S" MAX. SPOUT OUTLET 3G" 27" MAX. MIN. EQPT PERMITTED G" MAX. 8" MIN. IN SHADED AREA WHEEL CHAIR ACCESSIBLE DRINKING FOUNTAIN 17" MIN. SPOUT 24" OUTLET MAX. �" 4i �� ° MAX." MAX. MIN. 27 MIN. MAX' _� 9" MIN. 11W L� 5"y y yI STANDING 6" MAX. 8" MIN. MIN. 3 1j2" MIN. DRINKING 30^ CLR FOUNTAIN FORWARD APPROACH LAVATORY URINAL MIN. MIN. 34" 4i7 35" MAX. MAX. MAX. 5"y IN5ULATE MIN. EXPOSED PIPES AND 5URFACE5 MIRROR @ MIRROR NOT OVER MOUNTING HEIGHTS ACCE551DLE SINGLE TOILET �l'►GL*i- P.LAM WAINSCOT WI MET. TRIM IBC I z l o.2.z G'MIN 48' -'}�. ,'��, 5ELF-LOVING MAX. I,..I 48'. SHEET VINYL MIN. 27' 34" BASE IBC MIN. 1 1210.2.1 FRONT & 5i E APPROACH ACCESSORIES FIXED TABLE OR BASE 4 COUNTER WAINSCOT - DIMENSIONS ARE TO FACE OF FINISH 3LE ✓IDUAL )VIDE THE 7ED MAXMAX.. i 1 _ — 1 46 MAX w� Ob5TR.UCTFD HIGUACH H FORWAR.D lil !i!i W03) 0135TPUCTED HIGH 51DF MAXIMUM 0.5" 2" 5" 6" 9" I I" REACH DEPTH (13 mm) (5 1 mm) (125 mm) (I 3 mm) (230 mm) (28o mm) MAXIMUM 45' 46" 42" 40" 3G" 34" REACH HE (I 220 mm) (I 170 mm) (1065 mm) (I OI 5 mm) (91 5 mm) (865 mm) REACH RANGES GRAB BAR CR055 SECTIONS CIRCULAR ` OI 114" / MW. NON -CIRCULAR 2" MAX.l �i O OF 2" MAX. PERIMETER OF NON -CIRCULAR GRAB BARS SHALL BE 4"-4.8" RE5TROOM GRAB BAR MOUNTING 5/8" GYPSUM BOARD ON METAL STUDS. (AT FAR 51DE WHERE OCCURS) G" - 18 GA. STUDS ACROSS ENTIRE LENGTH OF GRAB BAR BLOCKING, AS REQUIRED. CONCEALED MOUNTING W/ SNAP FLANGE AND 'BOBRICK' MOUNTING KIT #252-30, OR EQUAL. GRAB BAR WITH PEENED NON -SLIP GRIPPING SURFACE, OTES: GRAB BAR MOUNTING TO WITHSTAND 250 LB. FORCE. GRAB BAR SIZES SHOWN ARE SPECIFIC FOR RE5TROOM5, SHOWERS AND BATHTUBS. 3. SEE ACCESSIBILITY NOTES FOR ADDITIONAL INFORMATION. SEE ENLARGED DETAILS FOR ADDITIONAL 1 \ SIGNAGE INFORMATION. / XX \ XXXX / l , GO" MAX. / 46" MIN. BASELINE Of BASELINE OF HIGHEST LINE LOWEST LINE OF RAISED OF RAISED rH42A( FPS HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND NOTES: SEE ACCESSIBILITY NOTES 45° 1 1 15" MIN, FOR ADDITIONAL INFORMATION. L !� CLEAR FLOOR SPACE BEYOND 8„ THE ARC OF ANY DOOR SWING, IMIN. CENTERED ON TACTILE CHARACTERS LOCATION OF TACTILE SIGNS AT DOORS T)P. TACTILE 51GN INSTALLATION NOTE: I . PROVIDE LEVER HANDLE FAUCET NOT REQUIRING A GRASP TO OPERATE. OPERATING FORCE SHALL NOT EXCEED 5 POUNDS. 2, WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO 8" MIN. PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR KNEE ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 48" MIN. MAX. 34" MAX. B.O.. MIRROR 17"-25" 2 T.O. FRONT REFLECTING ROE) 27' OF HIGHER: CLEAR (c5c) MN. COUNTER/ suRFACE REVIEW DFOR B„ SINK RIM CODE C PLIANCE —W AR -- -- AppitoVED I I"MIN. KNEE IFLOOR CLEARANCE �6" MAX. TOE 30" I5PACE _ - . �' pn 6 2�19 17"-2� CLEARANCE MIN.MIN I AFC CLEAR FLOOR SPACE L — — — — — J MI ' city Tukwila 25" MAX. BuILDi G DIVISION SECTION PLAN (KNEE) CLEAR ACCE551BLE LAVATORY nECEIVE 4ILA APR Ol 2019 *A•. 001 PERMIT CENTER [ti co O U � 04 Q�WcOo® I co cc l� Z\ N co 1,0 U � q ti O n �c i 2 2, REVISIONS W J H E"q W J m W W U U I SHEET A1.4' DATE: O 1 /03/2019 EqRE55 TO PARKING LOT EGRE55 O DEMOLITION NOTES: _ AOR, D 5TANCEROUGH A 8 70 LF ORRIDOR(65RLFSS_; 1. REMOVE ALL EXISTING CEILING T-BAR AND CEILING TILE. REMOVE ALL EXISTING CEILING MOUNT LIGHTING FIXTURE. 2. REMOVE ALL EXISTING NON -USED HVAC DUCT 3. REMOVE ALL EXISTING FLOOR FINISH MATERIAL. EXISTING FLOOR TILE AT STOREFRONT AREA SHALL BE REMOVED AT 4' FROM LEASING LINE (ALL WHITE FLOOR TILE). 4. ALL EXISTING STRUCTURAL ELEMENT SHALL BE PROTECTED. 5. REMOVE EXISTING ROLLING UP GATE. G. CLEAN UP ALL EXISTING NON -USED ELECTRICAL WIRE AND CONDUIT. 7. REMOVE ALL EXISTING DECORATION MATERIAL ON TENANT SPACE NORTH WALL. M&&Id Working D(AWIng Re0ew CI Approved M Approved as Noted' © Resubmit Time dra Aft 4 harts bvsn rawwO for ggeiveael dosrar# >Flefll only. All ar taa#) 4414 cts#rWNofrs aro m4u6td to bo va#il+edhyt'#�Tn:»ant"sArchigectasdTstrGgrr#rac3drr. T®nam " v"d##oal �as#t�nt#o uloizxcs. �6 f4k8j3Qfl5'�A0 rtV'ir",7f#!Pl}L�� jjWe g,1 s}no 1 s� rmn t) 3r te#g##uo he kelci $## o �t �1 bias 2.20:19 5 psi ' Qat� E.L. BATTERY BACK-UP EMERGENCY LIGHT in FIRE EXTINGUISHER. gM BATTERY BACK-UP EMERGENCY EXIT LIGHT O FLOOR DRAIN XX DOOR ITEM (SEE DOOR SCHEDULE) xx EQUIPMENT ITEM (SEE EQUIP. LIST) NOTES: (1): P05T OCCUPANCY LIMIT SIGN ON ENTRANCE AREA. (RESTAURANT C I S C L I POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY 7HE OWNER OR AUTHORIZED AGENT. (2). VERIFY THE FUNCTION OF PANIC HARDWARE ON EXISTING EXIT 2 DOOR5. (3). THE MEANS OF EGRESS DOOR5 (BACK DOOR) SHALL BE READILY OPERABLE FROM THE 51DE WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. KEY -LOCKING HARDWARE MAY BE USED ON THIS EXIT DOOR WITH A SIGN STATING THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE LETTER SHALL BE I " HIGH ON A CONTRASTING BACKGROUND. O 3OX48 78'-7" 78'-3" IIIIIIIIIIIIIIII� ; ®IIIIIIIIIIIIIIIillllilll -�� R1 0 �iil�h -lillli=7`I • BABY HIGH CHAIR 5TOPAGE �I PROPOSED FLOOR PLAN NEW FULL WALL EXISTING FULL 2 W L N H NEW LOW WALL (54" AFF) CURTAIN ON A WAL WHEN UNLOCKED, DOOR(5) MUST SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. (2015 IBC. SECTION 1010. 1 .9.3) (4). ALL SIGNAGE PLACEMENT (INTERIOR AND EXTERIOR) SHALL BE COMPLY WITH 2015 IBC SEC. I I I I AND ANSI A 1 17.1 SEC. 703. (5). VERIFY TACTILE EXIT SIGNS PER A 1 17.1 ON EACH EXIT DOOR. (G). VERIFY ALL EXISTING THRESHOLD AS IT SHALL BE LESS THEN 112" ABOVE THE LANDING ON EACH SIDE OF THE DOOR WAY. CASHIER COUNTER SHALL BE 34" AFF MAX. (7). TOTAL SEATS PROVIDED IN RESTAURANT: 8G IN 24 TABLES. (1) ACCESSIBLE TABLE REQUIRED. PROVIDED: (2) (8) HAND SINK SOAP, PAPER TOWEL DISPENSERS AND OTHER STAINLESS STEEL FINISH. CUT SHEETS OF ITEMS MUST BE SUBMITTED TO LANDLORD FOR APPROVAL. (9) THERE ARE NO FREESTANDING ITEMS ALLOWED AT FRONT COUNTER. SERVICE ITEMS INCLUDING BUT NOT LIMITED TO STRAWS, NAPKINS, CUPS, PLASTIC WARE, CONDIMENTS, AND OTHER SERVICE ITEMS MUST BE PLACED IN RECESSED COMPARTMENT5 (10) CONTRACTOR TO VERIFY ALL DIMENSIONS W/ THE LANDLORD IF ANY DISCREPANCIES ARISE, CONTRACTOR HAS 24 HOUR5 TO INFORM LANDLORD, NO PROJECTIONS BEYOND THE LEASE LINE INTERIOR FINISH SCHEDULE: KITCHEN AND SERVICE AREA SEATING AREA RESTROOM CEILING 2'X4' T-BAR CEILING W/ WASHABLE NO CEILING, OPEN TO ROOF 8' AFF, 6/8" GWB W/ CEILING TILE IN KITCHEN AREA. 5/8" STRUCTURE WITH LATEX PAINT SIME-GLOSS LATEX PAINT GWB CEILING IN F.O.H SERVICE AREA. SEE DETAILED INTERIOR MATERIAL AND COLOR SPEC SCHEDULE ON SHEET A3. 1 WALL 8' HIGH FRP OR STAINLESS STEEL SEMI -GLOSS LATEX PAINT 4' MIN. HEIGHT CERAMIC TILL EXTENDING 16" MIN. ON BACK WALL OF ON WALL, SEMI -GLOSS LATEX SINKS, WORK TABLE AND DISHWASHER. PAINT ELSEWHERE. SEMI -GLOSS LATEX PAINT ELSEWHERE WALL BASE 6" HIGH CORAL TILE WALL BASE. 6" CERAMIC TILE COVE -BASE 6" CERAMIC TILE COVE -BASE FLOOR NON -SLIP CORAL TILE NON -SLIP CERAMIC TILE NON -SLIP CERAMIC TILE DOOR SCHEDULE DOOR NUMBER SWING SIZE (W x H) MATERIAL FINISH FIRE RATING HARDWARE DESCRIPTION 0 I RESTROOM DOOR RH 3G"X84" SOLID WOOD CLEAR PAINT NIA 3 HINGES, ACCE55113LE RE5TROOM DOOR HANDLE, NO LOCK. (1) 34"X 10" 5.5. KICK PLATE ON PUSH SIDE, FLOOR MOUNT STOPPER, 5ELF CLOSER, 02 CLOSET DOOR RH 23"X84" SOLID WOOD CLEAR PAINT N/A 3 HINGES, CLOSET DOOR W/ KEY LOCK 03 CLOSET DOOR LH 23"X84" SOUD WOOD CLEAR PAINT N/A 3-HINGES, MENU LATCH ON TOP OF DOOR. 04 EGRESS DOOR RH 3G"X84" METAL PAINT ONE HP 3 HINGES, SEE SHEET A2 NOTES #3 FOR DOOR LOCKER SET UP. DOOR CLOSER. RH 3G"X84" ALUMINUM NIA 3 HINGES, NO LATCH, SELF CLOSING DEVICE, PUSH PANEL * KICK PLATE ON PUSH SIDE, 05 KITCHEN DOOR PULL HANDLE ON PULL SIDE. TOP � BOTTOM HINGES, NO LATCH, SELF CLOSING DEVICE, PUSH PANEL � KICK PLATE ON OG KITCHEN DOUBLE SWING RH 3G"X84" ALUMINUM N/A BOTH SIDE, 8" x I G" WINDOW 3 HINGES, ACCESSIBLE RESTP.00M DOOR HANDLE, NO LOCK. (1) 34"X 10" 5.5. KICK 07 RE5TROOM DOOR LH 3G"X84" SOLID WOOD CLEAR PAINT N/A PLATE ON PUSH SIDE, FLOOR MOUNT STOPPER, SELF CLOSER, ow- 14'-8 112" TOTAL SEATING PROVIDED : 8G EXISTING STORE FRONT WINDOW TO BE REMOVED MULTI FOLDING GRILL GATE ( 12 PIECES OF 18" WIDE PENAL) I A3.3 II I (w I .I II i I I II j EMERGENCY AND EXIT LIGHTING IN FRONT I I OF HOUSE MUST BE EDGE LIT AND HAVE RECESSED BASE - NO SURFACE MOUNTED. I I F I. b II o G oii o A3.3 0Vr II o 2XGX1/6 METAL I' TUBING @ 7" O.G. o EXISTING ROLLING UP o GATE TO BE REMOVED II' o EXISTING STORE FRONT I o� WINDOW TO BE REMOVED oli o , o � HANGING BLADE SIGN I,. III o 33"W x l 5"H x 3"D 0 ; I � 10'-O" AFF AT TOP OF SIGN EQUIPMENT SCHEDULE ITEN QT DESCRIPTION MADE MODEL NUMBER POWER/BTU 1 1 MOP SINK (FLOOR MOUNT) EQUIPMENTBLVD 24"D x 18"W x 14"H 2 1 WATER HEATER (ELECTRICAL) 80 GALLONS GAS PER PLUMBER 205V 10 25A 3 1 7'X8'-G" WALK-IN COOLER PER MFR 205V 10 15A (X2) -- COMPRESSOR I 1 5V, 4.OAMP5 (X2)-- CONDENSER 4 1 7X 12' WALK-IN COOLER PER MFR 5 1 1 1 S.S. TABLE EAGLE 30" X 3G" 6 5 FLOOR SINK PER PLUMBER 7 1 3 COMPART. SINK EAGLE 314-1 G-3-18 8 1 1 COMPAKT. PREP SINK EAGLE 414-1 G- I - 18L 9 2 ICE COOLING SINK CUSTOM MADE 10 1 GREASE TRAP 11 1 SOY MILK MACHINE YONGKANG WORD 5M-1 50 220V, 10 AMPS 12 1 1 1 ICE CREAM MACHINE SPACEMAN G235AH 2O5V 10, 13.2 AMPS 13 1 ICE MAKER CORNELIUS CNMOG30AHGA 206V 10, 9.2AMP5 14 2 HAND SINK W1 SPLASH GUARD EAGLE H5AN- I 0-FE-B 15 2 S.S. WORK TABLES. EAGLE 30" X 46" 16 1 WORK TABLE TOP FREEZER TRUE TW"-GO 1 20V, 5. 1 AMPS 17 2 HOT WATER DISPENSER AVANTCO HWD 1 5G 205V 10, 14.4AMP5 18 1 GLASS DOOR COOLER HO5HIZAKI RM-49 I 1 5V, 7. 1 AMPS 19 2 GLA55 TOP ICE CREAM FREEZER AVANTCO ICPC 13-HC I 1 5V, 3.5AMP5 20 1 ICE BIN EAGLE B481C-I 2D-22-7 21 1 ICE SHAVER HAT5UYUKI HC8E I I OV, 3.8AMP5 22 1 BLENDER 13REVILLE BBLG05XL 115V I.GAMPS 23 1 CUP SEALER LOLLICUP ET-99 115V 5AMP5 24 1 DUMP SINK ADVANCE TABCO 1014A-1 O 25 2 DIPPER WELL REGENCY GOODWKND ICODEC 26 9 STEAM TABLE VOLLRATH 38104 206V 10, 4x8OOW 27 1 RICE COOKER TATUNG TAC- I OG I 1 5V, 13AMP5 APR 28 1 MICROWAVE PANASONIC NE21 52 1 I 1 5V, 6.7 AMPS 29 1 GLASS TOP ICE CREAM FREEZER AVANTCO ICFC9-HC I 1 5V, 3.5AMP5 nitp 30 1 PREP TABLE REFRIGERATOR TURBO AIR M5T-GO-N I 1 5V, 4.4AMP5 BUILDI 31 2 1 CASHIER 32 1 8' TYPE -I HOOD (PER MECHANICAL PERMIT) CAPTIVE -AIR, PER MECHANICAL PERMIT I 208V 10, 2.7 AM (EXHAUST FAN) 33 4 INDUCTION COOKER MR. INDUCTION 5R-34 I C 1208V 10, 14.4 AMPS 34 1 DUMP SINK CUSTOM MADE 35 5 WIRE SHELVING "ran A 36 2 EMPLOYEE BELONGINGS LOCKER 37 4 4' FLOOR TRENCH DRAIN NED FOR )INPLIANCE ROVED 162019 If Tukwila G DIVISION I wanspor I - CITY OF i:dRhVVIL� NOTE: CONTRACTORS SHALL FIELD VERIFY THE ACTUAL EQUIPMENT SIZE, POWER OR BTU FROM RESTAURANT OWNER AND EQUIPMENT PROVIDER PRIOR TO BIDDING, ANY ROUGH -IN AND FINISH WORK. APR o. 20jg PERMIT CENTER FLOOR FINISH 1 . KITCHEN AND SERVICE AND WALK-IN COOLER AREA FLOOR: 8"X8" CORAL TILE, W/ G" COVE -BASE [Metropolitan CORO, 1 /25TD, 507 Puritan Gray] GROUT: SANDED EPDXY [5PECTALOC COMMERCIAL UNIT W/ #G I PARCH SAND BA5E] 2. OTHER AREA (INCLUDING RE5TROOM AND AND MOP SINK CLOSET) 24X48 PORCELAIN TILE W/ G" COVE -BASE [DALTILE DR 10244,51 P FLOOR TILE, CUT G" FOR COVE -BASE] GROUT: SANDED EPDXY AT RE5TROOM AND MOP SINK CLOSET. 5TANDARED GROUT ELSEWHERE [RE5TROOM AND MOP SINK CLOSET: 5PECTAOC COMMERCIAL UNIT W/ #G I PARCH SAND BASE SEATING AREA: PERMACOLOR GROUT STATION GRAY] CONTRACTOR TO VERIFY ALL DIMEN51ONS W1 THE LANDLORD IF ANY DISCREPANCIES ARISE, CONTRACTOR HAS 24 HOURS TO INFORM LANDLORD, NO PROJECTIONS BEYOND THE LEASE LINE ALL CONSTRUCTION AND INTERIOR DECORATION SHALL COMPLY WITH BUILDING TYPE 11-D CONSTRUCTION PER CURRENT CODE REQUIREMENT DEMOLITION NOTES: 1. REMOVE ALL EXISTING CEILING T-BAR AND CEILING TILE. REMOVE ALL EXISTING CEILING MOUNT LIGHTING FIXTURE. 2. REMOVE ALL EXISTING NON -USED HVAC DUCT. 3. REMOVE ALL EXISTING FLOOR FINISH MATERIAL. EXISTING FLOOR TILE AT STOREFRONT AREA SHALL BE REMOVED AT 4' FROM LEASING LINE (ALL WHITE FLOOR TILE). 4. ALL EXISTING STRUCTURAL ELEMENT SHALL BE PROTECTED. 5. REMOVE EXISTING ROLLING UP GATE. G. CLEAN UP ALL EXISTING NON -USED ELECTRICAL WIRE AND CONDUIT. 7. REMOVE ALL EXISTING DECORATION MATERIAL ON TENANT SPACE NORTH WALL. V"Id UW orktrig Drdwilog Review 0 Approved M Approved as Noted Re bmlt 7trrrsa dravvac0s twa b amimed for grawa1 d o Went cn(y 'A11 achibt tl d CWW40pa am rOuked W be vaarir�si6ythaFenant"s/trchi�actat`uitarCsmt�:t<�rr, Tenant do tc�spulNs tcs c>crmPly9TMg twat all gdrstrrdr�nt r•gdtnV4rts. Cs sa (it css' Sa �d�stmrrped s x ardearrin� Is =dt)sr tmel 2.20rt9Date R• • OR S.S. FLASHING WALL BASE TILE -• OUT FLOOR TILE TYP. WALL BASE FINISH DETAIL AT KITCHEN, SERVICE AREA, •• AND MOP INK CLOSET E `TRANSFORMER r---�---, / ABOVE r------ I I A3.2 I 3'-9 3/4" `---- -- 4'-2 518" 1'-6" � --- ` 5' 14(12" IN.) YD a3.2 3' 24'-0 3/4" /�GREASE TRAP. ------ ,F_/�, LOCATION PER -17/8" �i"-N; PLUMBER 1 V-9 1/2" I N 9'-0 518" (-3GX24 PA55-THROUGH 12'-11 1/2" WINDOW. 3G" AFF V-3" 3'-5 1/4" — •'•' \\ MMMIR :•' MOUNT SINK ROOF TRUSS SECURE SLOTTED TOP TRACK (20Ga. E5R-1042) TO EACH ROOF TRUSS BOTTOM CHORD W/ 1 /2"0 X 3" SCREW W/ 2"X2"X'/4' WASHER ON TOP AND BOTTOM n 112" MIN. CLEAR FROM TOP SLOTTED ii TRACK TO BOTTOM WALL TOP TRACK 5/8" GWB EACH SIDE 3-5/5" 20 GA. GALV. METAL STUDS (3G25 I G2-33) @ I G" O.C. ' SECURE BASE TRACK TO EXISTING SLAB W1 114"0 1 " EXPANSION ANCHOR @ 24" OC. 4 WITHIN G" OF TRACK END 78'-7" 78'-3" 5' 9'-6 5/8" -------� 3.4., 5' 18'-1 10'-3 618" 3 Ic_yl '-2 5/8" 4'-2 1/4" 1 13'-9 7/8" 33'-7 1/2" 1` T-11 1/2" CONTRACTOR SHALL VERIFY EXISTING CONCRETE SLAB AND UNDER GROUND STRUCTURAL REINFORCE MEMBER WITH BUILDING ENGINEER AND EXISTING BUILDING STRUCTURAL PLAN, LOCATING ALL EXISTING UNDERGROUND UTILITY PRIOR TO CUT 2 EXISTING CONCRETE FLOOR. NOTIFY DESIGN ARCHITECT AND ENGINEER FOR ANY PLAN REVISION IF ANY UNEXPECTED STRUCTURAL OR UTILITY MEMBER FOUND. �I EXISTING FOOTING CONTRACTOR TO VERIFY AND PROTECT. NO CUT, j NO DAMAGE. TYP. PROPOSED FLOOR SCALE: 1/4"=V-0" V-6" EXISTING WINDOW —1 TO BE REMOVED - 1 V-5 3/4" SUPPORTING PILE AT THE END OF LOW WALL. TYP. SEE DETAIL C/A3 14'-8 1/2" ® 4' FLOOR TRENCH DRAIN - NEW FULL WALL EXISTING FULL WALL FLOOR SINK 2 .�- NEW LOW WALL (54" AFF) NO CHANGE 1-5/5" P1000 UN15TRUT @ 8' O.C. MAX. SECURE TO TRU55 BOTTOM CHORD WI 112"0 X 3" SCREW Wl n 2"X2"W4" WASHER AT BOTTOM u SECURE SLOTTED TOP TRACK (20Ga. ESP.-1042) TO EACH UNI-STRUT W/ 112" 0 X 9,, ,rpmAl nnin uinSHFR f f 4,, (WALL PERPENDICULAR W/ ROOF TRUSS) (WALL PARALLEL W1 ROOF TRUSS) A TYP. NEW INTERIOR FULL WALL DETAIL EXISTING DEMISING WALL SPAN EXISTING ROLLING UP GATE TO BE REMOVED I I I I I I I I EXISTING WINDOW WINDOW TO BE REMOVED — I 3.G25" 20 GA. GALV. METAL STUDS j 1 n (3G251 25-22HDG) @ I G" O.C. (2) #8 0.5" SHEET METAL ICI u #8 1 .5" SCREW TO EACH SCREW TO EACH WALL STUDS EXISTING STUDS c 5/8" GWB. 5/8" GWB EACH SIDE. TYP. ar G" 22 GA. GALV. METAL STUDS 3.G25" 22 GA. GALV. METAL STUDS (GODS 1 25-22HDG) @ I G" O.C. (3G25125-22HDG) @ 16" O.C. ' SECURE BASE TRACK TO EXISTING P.T. u SLAB W1 114"0 3/4" MAX. (CONFIRM WITH BUILDING STRUCTURE ENGINEER FOR MAX. DRILLING DEPTH). EXPANSION ANCHOR @ 24" OC. WITHIN G" OF TRACK END f BI RESTROOM CEILING AND WALL DETAIL =FRONT FINISH . WRAP AROUND THE ER OF THIS WALL V-5 1/8" I I 10'-2 7/8" i I ,0tl n, 20 GA. GLAV. METAL STUD OR , WOOD STUD ATTACH TO PILE. 3/5"0 X 3" SCREW THOUGH o STUD AND PILE 0 LOW WALL PILE: 2"X2"X 1 /8" GLAV. SQUARE TUBING. CUT AND REFILL ON EXISTING SLAB C I TYP LOW WALL ENOM p TFI I " MAXIMUM 12 GA. HANGER TERMINAL @ E T 3 TURN MIN. TYP. MAIN RUNNER OR CROS TEE -ING BOARD "X2" WALL UNDERSIDE FLR. OR STRUCT. ABOVE SEE MAX. HEIGHT SCHED. 8" MAXIMUM 12 GA. HANGER WIRE SEE 1/ TYP. 4'-0" O.C. - NOTE 1 DRILL 5/32" HOLE & INSTALL 1/8" BOLT- & LOCKING NUT. CONNECT CEILING GRID TO WALL ANGLE WITH 1/8" POP REVETS PROVIDE 1/2" SPACE ON ADJACENT WALL, NO CONNECTION TO GRID SYSTEM. CONTINUE 1"X1" ANGLE SPACER BAR WITH 1/8" REVET ON EACH GRID. CROSS TEE 2'-0" O.C. C.M.C. # NO. 12 GA. VERT. WIRE HANGER TURN CLG. GRID PRIOR TO SETTING TUBE. EMT SLEEVE VERTICAL POST PER IBC 2015 SECTION 808 AND ASCE 7-10 EMT (ELECTRICAL METALLIC TUBING SIZE AND MAX. HEIGHT: 1 /2"0 - 4'-0"; 3/4"0 - 5-2"; 1 "0 - 6'-6"; 1-1 /4"0 - 8'-6"; 1-1 /2"0 - 9'-10"; 2"0 - 12'-0" PERIMETER NOTES: 1. THE UNATTACHED PERIMETER SHALL HAVE A MINIMUM OF 1/2" CLEARANCE AT ENDS OF COMPONENT. 2. CONTINUOUS SPACER BAR TO BE LOCKED TO COMPONENTS ON THE UNATTACHED WALL. 3. PERIMETER TERMINAL COMPONENT ENDS MUST BE SUPPORTED BY A 12 GA. WIRE ON ALL WALLS. INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION. 12 GA. BRACE WIRES- NOTE 5 SLOT END OF TUBE TO FIT OVER CEILING RUNNER. MAIN RUNNER 4'-0" O.C. VERTICAL AND BRACING NOTES: 1. BRACING WIRES TO BE ATTACHED AT A MAXIMUM OF 45' TO THE PLANE OF THE CEILING AND PARALLEL TO COMPONENTS INTERSECTING AT THE BRACE LOCATION. 2. BRACE WIRES TO BE TAUT AND TIED BOTH ENDS WITH A MINIMUM THREE TIGHT WRAPS. 3. 12 GA. VERT. HANGING WIRES ARE TO BE INSTALLED TO A MAXIMUM OF 4' O.C. ALONG MAIN RUNNERS AND NOT MORE THAN ONE IN SIX OUT OF PLUMB AND CANNOT BEND AROUND OTHER ITEMS IN THE PLENUM. IF THE WIRE EXCEEDS ONE IN SIX, A COUNTER WIRE MUST BE INSTALLED. 4. IT IS VERY IMPORTANT THAT HANGER WIRE BE BENT DIRECTLY ACROSS THE BULB OF THE MAIN RUNNER AND TIGHT AGAINST THE CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION WITH THREE TIGHT WRAPS AT EACH CONNECTION. 5. ALL TERMINAL ENDS OF MAIN RUNNERS AND CROSS TEES MUST HAVE A VERTICAL HANGER WIRE WITHIN 8" OF EACH WALL OR CEILING DISCONTINUITY. 6. LAG SCREWS OR FASTENERS FOR DIAGONAL BRACE WIRES SHOULD BE EMBED INTO THE STRUCTURE AT LEAST 1 1/2". 7. WIRES INSTALLED AT RECESS LIGHT FIXTURES WEIGHING BETWEEN 20 AND 52 POUNDS: IF THE GRID SYSTEM IS 'HEAVY-DUTY', ONLY TWO VERTICAL 12 GA. HANGER WIRES, WHICH CAN BE SLACK, TO THE FIXTURE HOUSING AT DIAGONAL CORNERS IS REQUIRED. 8. WIRES TO PENDANT MOUNTED FIXTURES MUST BE 9 GA. AND THE FIXTURES MUST BE INDEPENDENTLY SUPPORTED TO STRUCTURE ABOVE CEILING. CEILING TILE NOTES: NON -ABSORB, WASHABLE GWB CEILING TILE IN KITCHEN AND FOOD PREPARE AREA, ACOUSTIC CEILING TILE ELSEWHERE PER A5TM C G35 and A5TM CG3G Section 505. 1. 1 .1. RESTROOM GENERAL NOTES (REFER TO SHEET A 1.4 FOR DETAILS) I . TOILET ROOM PLAN AND ELEVATIONS SHOWN ABOVE, ILLUSTRATE FIXTURE CLEARANCE DIMENSIONS, MOUNTING HEIGHTS AND ACCESSORY PLACEMENT. ACTUAL LAYOUT MAY VARY, SEE FLOOR PLAN FOR CORRECT LAYOUT. 2. MIRRORS OR SHELVES SHALL BE INSTALLED SO THAT THE BOTTOM OF THE MIRROR OR THE TOP OF THE SHELF 15 WITHIN 40" OF THE FLOOR. 3. DRYING EQUIPMENT, TOWEL OR OTHER DISPENSERS, AND DISPOSAL FIXTURES SHALL BE MOUNTED SO AS TO NOT EXCEED 40" ABOVE THE FINISHED FLOOR TO ANY RACK OPERATING CONTROLS, RECEPTACLE OR DISPENSER (COMPLY WITH ICC A 1 17.1 G03.G). 4. GRAB BARS 1 1/4"-2" DIAMETER MOUNTED 1 1/2" FROM THE WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 L65. LIVE LOAD PER ANSI SEC. G04; G07; G09. 5. LAVATORY RIM HEIGHT 33"-34" ABOVE FINISHED FLOOR. G. LAVATORY MUST HAVE LEVER HANDLE LOCATED NO MORE THAN 17" FROM FRONT EDGE OF LAVATORY. 7. ALL EXPOSED PIPING SHALL BE COVERED WITH PROPER INSULATION PLUM13EREX SPECIALTY PRODUCTS INC. "HANDY -SHIELD" SAFETY COVER SYSTEM OR EQUIVALENT. 8. ALL DIMENSIONS, NOTES, AND EQUIPMENT ARE TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 9. THE FORCE TO ACTIVATE CONTROLS ON LAVATORIES AND WATER FOUNTAINS AND FLUSH VALVES ON WATER CLOSETS AND URINALS SHALL BE NO GREATER THAN 5 LBS. PER ANSI. SEC. 309. 10. TOILET ROOM PAN SHALL BE INTEGRALLY SWITCHED WITH TOILET ROOM LIGHT AND VENTED TO OUTSIDE. 1 1. CONCRETE OR CMU WALLS IN TOILET ROOMS SHALL BE FURRED OUT WITH 5/8" TYPE X' GYPSUM BOARD AND FINISHED SIMILAR TO ADJACENT WALLS, EXCEPT AS REQUIRED BY NOTE 12 BELOW. 12. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER-RESISTANT GYPSUM BACKING BOARD PER IBC. SEC 2509, 13. TOILET FLUSH VALVE TO BE PLACED ON THE OPEN SIDE OF TANK AT 44" MAX. ABOVE FINISHED FLOOR. 14. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 5" PER IBC. 1210. 1. 15. WALLS WITHIN 2' OF THE FRONT AND SIDE OF URINALS AND WATER CLOSETS SHALL HAVE A HARD NONABSORBENT SURFACE TO A MINIMUM HEIGHT OF 4' PER IBC. SEC. 1210.2. 1 G. WHERE THERE ARE WHEELCHAIR ACCESSIBLE TOILET STALLS, THE LATERAL DISTANCE FROM THE CENTER LINE OF THE WATER CLOSET TO THE NEAREST OBSTRUCTION SHALL COMPLY WITH ANSI. SEC. G04.8. 17. ALL TOILET ROOMS AND TOILET ROOM FIXTURES AND ACCESSORIES SHALL COMPLY WITH CODE IBC, ANSI * LOCAL CITYS AMENDMENTS. SCALE: 1/2"=V-0" WALL MOUNT EACH END CENTER SEISMIC HANGING WIRE 19'-1 1/8" 16' FABRIC CURTAIN 1' 2'-6„ 1,-9„ R9„ R1' RV-6" FABRIC MATERIAL: 20 MILS 100% PVC LAMINATED POLYESTER SCRIM NPPA 701 , A5TM-E-84 CIa55 A, CPAI-84 APPROVED WEIGHT: ALUMINUM FRAME (7.70 X 7 =) 53.9 Lb, ALL FABRIC (18 OZ / 5QYD X I G.75 5QYD =) 18.85 Lb TOTAL: 72.75 Lb -12 GA. CEILING WIRE @ 45° TIED TO ROOF TRU55, 5 TURNS MIN. AT END LOOP 2"X I "X 1 /8" ALOOG I TG ALUMINUM RECTANGULAR TUBING I "OX I /8" ALONG I TG ALUMINUM 9 ROUND TUBING. TYP. V.3" 1,-6„ 1'-3" FIRE RESISTANT 18oz VINYL I LAMINATED PVC FABRIC. TYP. DECORATION FABRIC CURTAIN, CENTER HANGING DETAIL 2"X I "X 1 /8" ALOOG I TG ALUMINUM RECTANGULAR TUBING W/ # I OX2.5" 0 0 0 0 0 o SELF DRILLING SCREW TO EACH WALL STUD TYP. I "OX 115" ALOOG I TG ALUMINUM ROUND TUBING. TYP. WALL ATTACHMENT DETAIL DECORATION / NOISE REDUCTION CURTAIN DETAIL -------------- I 1 I I I 7'_ i •' I- G" i I 5- 4 ----------2'-6" --------------- I O I I I O WS&M Mtkirtg`0falWlt'tg ftview © Approved M Approved as Noted Ea Resubmit T dmmms "" been mviv d for 9"emlomgm ant c hlaromplicsitobo >b ih*TrsAmntaafC Tonm b10s orarournoyb%with 01 ntiogule>nms. �}ratijed " 1trtKt rrti;m2tc1'dtu+vingsFs r�q trak�plbit, �#�ts 2.2tiit9;: 9 gn.. 6tita REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2019 City of Tukwila BUILDING DIVISI BOARD PER EFRONT ;N ON A5 ( C l CROSS SECTION DETAIL SCALE: 3/8" Wxx FINISH NOTE PER PER "COLOR AND MATERIAL SCHEDULE" (SHEET A3.3) m"fif Mrking.0rawing Review+ Approved 1 Approved as Noted' p >" mbinit Those, era' s ewe bm revmWed far goostaa do&Vn st^.teni ant . Ali actual 1€ouf Coadi'ions Oro rrgairo i to bo varlaes httss TssM`sArnhMeclarai/atC Tonam s le�spars�da iat ecuRzplyla�gwt�c ai! gzrmcni�+ni rta�ulaLr�. Cna(i{ stanyaadsosafdravin sis iu(� 6e ka(si an y to �t r�1 s . Cate — FINISHED WALL GWD @A 4' AFF UU'UU UU UU UU UU UU UU UU UU UU UU MUM UU UU Illl U wo2 wo2 W02 1"x II"FIPE T pppp ppppppppppppppppppppppppppppppppppppppppppppppppppppppppp pppppp CLEAR WOOD STRIP ON IIIIIIIIIIIl111lIIII111I111I1111111IIIlIIIIIIIIIIIIIIIIIIIH HIM AINTIED WWB COLUMN NEW FRAME ATTACH TO EXITING STRUCTURE PER SLIDING SECURITY GATE PERMIT STRUCTURAL DESIGN G CROSS SECTION DETAIL SCALE: 3/8"=V-0" ALL CONSTRUCTION AND INTERIOR DECORATION SHALL COMPLY WITH BUILDING TYPE II-B CONSTRUCTION PER CURRENT CODE REQUIREMENT SECURITY SLIDING GATE FRAMING ATTACH TO EXISTING STOREFRONT STRUCTURAL SHALL HAVE SEPARATE PERMIT APPLICATION WITH LANDLORD BUILDING 0 STRUCTURAL ENGINEER DESIGN AND APPROVAL. I I' W01 1 ------- ---- I \I ... .. ....— ---W02 — -- ---- wo2 O ALUMINUM FRAMED FIRE RETARDANT FABRIC CURTAIN. TOP AT @ 12' AFF. TYP. (5) I WALL PANEL WITH GRAPHIC PER INTERIOR DE51GN wo5 1 I ' I Wxx FINISH NOTE PER PER "COLOR AND MATERIAL SCHEDULE" (SHEET A3.2) REFRONT O CHANGE DOR SIGN 1EET A5) INTERIOR WALL FINISH COLOR * MATERIAL SCHEDULE ITEM # LOCATION ON PLAN MATERIAL COLOR * SPEC WO I SEATING AREA WALL ALL PHASE, 12' AFF AND ABOVE LATEX FLAT PAINT 5W 7019 GAUNTLET GRAY W02 SEATING AREA WALL ALL PHASE, COVE BASE TO 12' AFF LATEX SATIN 5W G254 LAZY GRAY W03 KITCHEN AND SERVICE AREA CEILING AND WALL ABOVE FRP PANEL LATEX SEMI -GLOSS SW 7005 ALABASTER WO4 KITCHEN AND SERVICE AREA ALL WALL ABOVE TILE COVE -BASE 4' X 8' FRP WALL BOARD PANEL WHITE W05 GRAPHIC WALL PAPER (GRAPHIC PER INTERIOR DE51GN FROM CHINA) W06 STORE FRONT LATEX PAINT LATEX SEMI -GLOSS SW G25G 5ERIOU5 GRAY W07 STORE FRONT 9OX90 MM QUARTZ WALL TILE (EXTENDING WITHIN 24" ON INTERIOR WALL) QUARTZ M05A, 4010 - CHALK WHITE W08 SERVICE COUNTER AND LOW WALL AND COUNTERTOP QUARTZ MUSE woo SERVICE COUNTER AREA WALL 2"XG" WALL TILE WHITE W I O SIGN BACK BOARD, 48"X48" QUARTZ WALL TILE M05A 4103 - BASALT GRAY ALL PAINT TO USE 5HERWIN-WILLIAM5 PAIN AND ITS COLOR NUMBER CONTRACTOR SHALL CONFIRM WITH OWNER FOR LANDLORD FINAL APPROVED MATERIAL AND COLOR TO BIDING AND CONSTRUCTION kfE,15r kwol, --- I-----...._.. ------------ — W02 T-TdD WO2' I W02 1 i i 1 CL05ET DOOR5� I WALK-IN FREEZER I G-6 5/5" `od",' o APR 01 2019 U)co U)rn •N I 00 z\ -0 N � q q REVISIONS A 2/20/2019 WE57IELD I MALL REVIEW CHANGE`, L 3/2G/2015 CITY REVIEW CHANGE5 0 w W o z O 4 w W Z O t- W W SHEET A3.3 DATE: 01 /03/2019 F CROSS SECTION DETAIL SCALE: 3J8" Wxx FINISH NOTE PER PER "COLOR AND MATERIAL SCHEDULE" (SHEET A3.2) ALL CONSTRUCTION AND INTERIOR DECORATION SHALL COMPLY WITH BUILDING TYPE II-B CON5TRUCTION PER CURRENT CODE REQUIREMENT SECURITY 5LIDING GATE FRAMING ATTACH TO EXISTING' STOREFRONT 5TRUCTURAL 5HALL HAVE SEPARATE PERMIT APPLICATION WITH LANDLORD BUILDING A STRUCTURAL ENGINEER DE51GN AND APPROVAL, INTERIOR WALL FIN15H COLOR 4� MATERIAL 5CHEDULE ITEM # LOCATION ON PLAN MATERIAL COLOP. SPEC WO I 5EATING AREA WALL ALL PHA5E, 12' AFF AND ABOVE LATEX FIAT PAINT SW 7019 GAUNTLET GRAY W02 5EATING AREA WALL ALL PHA5E, COVE BASE TO 12' AFF LATEX 5ATIN 5W G254 LAZY GRAY W03 KITCHEN AND SERVICE AREA CEILING AND WALL ABOVE FRP PANEL LATEX 5EMI-GLO55 5W 7008 ALABA5TEP. W04 KITCHEN AND 5ERVICE AREA ALL WALL ABOVE TILE COVE-BA5E 4' X 8' FRP WALL BOARD PANEL WHITE W05 GRAPHIC WALL PAPER (GRAPHIC PER INTERIOR DE51GN FROM CHINA) WOG STORE FRONT LATEX PAINT LATEX SEMI -GLOSS 5W G25G SERIOUS GRAY W07 STORE FRONT 94X90 MM QUARTZ WALL TILE QUARTZ MOSA, 4010 - CHALK WHITE CJ Approved Approved as Noted 13 ResoWni ThMdraMMtWMb to dfor a*AeM desbn giant OaV..-0acW woddoftsare r"tifieltoto - bYthaFonarR'sAmhktddlatuirntCantrsctat. Te�riamt Mulfield warktno Drawing Review d Approved M Approved as Noted GI Resubmit Thow drawings hays bm fav4wed tar ylvotM dn4n sttankow'. A4achWfW8aW4l0Vt0Mg iltdia90 vatlW bypthe Tmart'%Atchhd atxYatContr z xa Tenant is r6von a Oat CVMPI N'Xh A] g0A'rt ntta9Ula70M o+me (f t ec b Istanottl sL^taf dra^mr*l Is ta,; br3 kept �n to at a'.3�naa_ 2.20:19' n ` Cias CEILING AND LIGHTING PLAN "ll IN NIGHT LIGHT ® 80 CFM RESTROOM EXHAUST FAN, VENT TO EXTERIOR NO CHANGE ON EXISTING 5TOREPRONT SOFFIT W1 518" GWB CEILING (9' AFF) CEILING NOTE: • REU5E EXISTING T-BAR SUSPENDED CEILING AT KITCHEN AREA. REMOVE ALL OTHER AREA T-BAR 5U5PENDED CEILING. • ALL SUSPENDED CEILING TILE 5HALL BE NON-COMBUSTIBLE, VINYL LAMINATED COMMERCIAL KITCHEN CEILING TILE (ALL KITCHEN AND SERVICE AREA) • ALL CEILING AND 5TOREFRONT CON5TRUCTION SHALL COMPLY WITH BUILDING TYPE II-B CONSTRUCTION PER CURRENT CODE REQUIREMENT LIGHTING NOTES: 1. THE INTERIOR LIGHTING SYSTEM DESIGN AND INSTALLATIONS SHALL COMPLY WITH WSEC C405.5.2.2, LIGHT POWER ALLOWANCE OPTION. 2. WATTAGE FOR FLUORESCENT LAMPS AND BALLAST SHALL BE TESTED PER ANSI STANDARD C82.2-1984. CONTRACTOR SHALL KEEP MANUFACTORY'S SPECS FOR DOCUMENTS. 3. PROJECT DOES NOT CHANGE ANY LIGHTING OUTSIDE OF THE TENANT SPACE. 4. THE EXIT LIGHTS SHALL NOT EXCEED 5 WATTS PER FIXTURE AND SHALL COMPLY WITH INTERNATIONAL FIRE CODE FOR FACE ILLUMINATION FOOT-CANDLE REQUIREMENTS, IBC SEC. 1006 AND OTHER REQUIREMENTS. THE EXIT LIGHTING IS NOT INCLUDED IN THE LIGHTING POWER ALLOWANCE CALCULATION. 5. FOOD PREPARATION AREAS LIGHTING SHALL BE EQUIPPED WITH PROTECTION COVER PER IBC-12 6. (3) NIGHT LIGHT PROVIDED. THE NIGHT LIGHT POWER IS INCLUDED IN THE LIGHTING POWER ALLOWANCE. 8. ALL CEILING LIGHT FIXTURES SHALL BE SECURED TO THE ROOF STRUCTURE. 9. EXIT SIGN AND EMERGENCY LIGHTING SHALL HAVE MIN. 90-MINUTE BATTERY BACK-UP POWER CAPACITY (IFC 1006/1011) 10. ALL PENDENT LIGHT SHALL BE 8'-6" AFF MIN. 11. A MINIMUM OF 50 PERCENT OF ALL LUMINARIES SHALL BE HIGH EFFICIENCY LUMINARIES. (WAC 51-11-0505), HIGH EFFICIENCY LUMINARIES PROVIDED 100%. 12. DAYLIGHT ZONE CONTROLS ARE NOT REQUIRED IN ACCORDANCE TO EXCEPTION NUMBER 4 UNDER WSEC SEC. C405.2.4. 13.00CUPANCY SENSORS (MARKED AS "O.S." ON PLAN) SHALL BE INSTALLED IN ALL RESTROOMS, OFFICE AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED BY FLOOR -TO -CEILING HEIGHT PARTITIONS (WSEC C405.2.2.2) 14. ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING SYSTEM FUNCTION TEST DURING THE INSPECTION 15. THE LIGHTING DESIGN PROVIDE A BASIC INTERIOR LIGHTING CONCEPT AND CODE ALLOWANCE. CONTRACTOR SHALL VERIFY AND CONFIRM WITH BUSINESS OWNER AND INTERIOR DESIGNER FOR EACH INDIVIDUAL LIGHT FIXTURE PRIOR TO PROPOSAL AND WORK. 16. ALL PENDENT LIGHT SHALL BE 8'-0" AFF MIN. RECEIi 0 CITY CF 1 l 07 0 APR 01 PERMIT CENTER INTERIOR WALL FINISH COLOR * MATERIAL 5CHEDLILE ITEM # LOCATION ON PLAN MATERIAL COLOR 4 SPEC WO I SEATING AREA WALL ALL PHASE, 1 2' AFF AND ABOVE LATEX FLAT PAINT 5W 7019 GAUNTLET GRAY W02 SEATING AREA WALL ALL PHASE, COVE BASE TO 1 2' AFF LATEX SATIN SW G254 LAZY GRAY W03 KITCHEN AND SERVICE AREA CEILING AND WALL ABOVE FRP PANEL LATEX 5EMI-GLO55 5W 7005 ALABA5TER W04 KITCHEN AND SERVICE AREA ALL WALL ABOVE TILE COVE -BASE 4' X 8' FRP WALL BOARD PANEL WHITE W05 GRAPHIC WALL PAPER (GRAPHIC PER INTERIOR DESIGN FROM CHINA) WOG STORE FRONT LATEX PAINT LATEX 5EMI-GLO55 5W G25G SERIOUS GRAY W07 STORE FRONT 9OX90 MM QUARTZ WALL TILE (EXTENDING WITHIN 24" ON INTERIOR WALL) QUARTZ M05A, 4010 - CHALK WHITE W08 SERVICE COUNTER AND LOW WALL AND COUNTERTOP QUARTZ MUSE W09 SERVICE COUNTER AREA WALL 2"XG" WALL TILE WHITE W I O 51GN BACK BOARD, 48"X48" QUARTZ WALL TILE M05A 4103 - BASALT GRAY ALL PAINT TO USE 5HERWIN-WILLIAM5 PAIN AND ITS COLOR NUMBER CONTRACTOR SHALL CONFIRM WITH OWNER FOR LANDLORD FINAL APPROVED MATERIAL AND COLOR TO BIDING AND CON5TRUCTION 1 1/2" GAP 1 1/2" 2 1/4" 2" 20 GA. PAINTED ALUMINUM RETURNS 10" SIMPSQN SD5 1/4"0 x 3.5" W/SPACER TIE TO PLYWOOD. TYP. (3) MIN. EACH c9 CHARACTER. n 114" WHITE ACRYLIC GLA55 3 . 2'-2" LED LIGHT ON FRONT AND BACK 51DE OF LED LIGHT CIRCUIT BOARD ¢ O N GRAY TILE ON I /4 "HARDY BOARD 3/4" PLYWOOD W/ # 10 - 2" SHEET METAL SCREW @ 2" EDGE * 1 2" O.G. FIELD MAX. TIE TO EACH WALL METAL STUD 5/8" GWB AT STOREFRONT SOFFIT WALL J 51GN BOARD SECTION 5TOREFRONT ELEVATION (GONGEPTUAL) SCALE: 3/8"=V-0" CHARACTERS (5EE SECTION J FOR DETAIL) LIGHT BOX W/ TRAN5PARENCY GRAPHICS V REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF WKZtiILA APR 012019 PERMIT CENTER 2"V I I I 12"V I i 1 2"V1 cL 2"V I 0 0 16 1(j C) 1 u 1 1 O 0 FLOOR LEVEL Ln (13 DFU) 2"V ---i 3..o EX15TIN'G 4`0 SEWER 4"0 (29 D2"0 DFU) (9 DFU) CONTRACTOR TO HELD — 4,,o L VERIFY LOCATION AND (48 DFU) (3G DFU) DRAIN DIRECTION ROOF, VENT. VENT PIPE SHALL BE G' MIN. ABOVE ROOF 3"0 (48 DFU) (2G DFU) 1 (22 DFU) 2"V -, :,-- 2`V —3"0 (17 DFU) z Lu Lu 6 i (6 1 i6 (10 DFU) NEW 5fWFR WASTE AND VENT RISER DIAGRAM L'v qV(-9CALvt' (9 DFU) (8 DFU) r— 2"V r--I.5"V du i I sz z ED I U-1 L) 0 0 0 LL_ Tr v GREAS TRAP SIZING BASED UPON 2016 UPC TABLE 702.2, TABLE 1002.2 AND TABLE 1014.1 HYDRO MECHANICAL INTERCEPTOR USING GRAVITY FLOW RATES (114' PER FOOT SLOPE, FACTOR N=0.012, PER MANNING'S FORMULA) CONNECTED FIXTURE, MADE MODEL QT SIZE TRAP FIU EACH F/U TOTAL 3 COMPART. SINK 1 2" 3 9 MOP SINK 1 2" 3 3 TRENCH DRAIN 4 2" 2 8_ HAND SINK 2 2" 2 4 DIPPER WELL 2 Ill 1 2 PREP SINK 1 2" 3 3 TOTAL 29 REQUIRE 2.6" DRAIN PIPE, 3" INSTALLED, MAX. FULL PIPE FLOW IS 60 GPM, AT TWO -MINUTE DRAINAGE PERIOD, A 35 GPM GREASE INTERCEPTOR REQUIRED (TABLE 1014.2.1) PROVIDE WITH URN GT2700 OR SIMILAR, 35 GPM / 70 Lb CAPACITY NOTES: - ALL INDIVIDUAL VERTICAL VENT PIPE SHALL BE 1.5" MIN. UNLE55 NOTED - ALL UNDERGROUND DRAIN PIPE SHALL BE 2" UNLE55 NOTED. - ALL DFU AND TRAP PER UPC 2015 TABLE 702. 1, ASSEMBLY PUBLIC USE - ALL TRAP AND ARM MIN. 51ZE PER UPC TABLE 702. 1. - ALL PIPE 51ZE PER UPC 2015 TABLE 703.2 ALL WASTE AND VENT PIPE SHALL BE Ab5.DWV. ANY PIPE INSIDE HOOD BACK AND 51DE WALL OR WITHIN 15" fKOM HOOD SHALL BE NON-COMBUSTIBLE MATERIAL) PROVIDE TRAP PRIMER FOR ANY FLOOR DRAIN. VENT OUTLET ON ROOF SHALL BE G" MIN. ABOVE ROOF SURFACE. GREASE TRAP SHOULD HAVE A REGULAR MAINTENANCE 155UE5. SYSTEM Of CLEANING OUT TO PREVENT FUTURE !�j3 DRAINAGE FIXTURE SCHEDULE AND SIZING DISCREPTION, MADE I MODEL QT TRAP SIZE DFU (EACH) DFU (TOTAL) MOP SINK (FLOOR MOUNT) 1 2" 3 3 TRENCH DRAIN 4 2" 2 8 1 PREP SINK 1 2" 3 3 3 COMP. SINK (3 DFU ON EACH BOW) 1 1 2" 1 9 9 HAND SINK 2 1.5" 2 4 ICE MAKER 1 ICE SHAVER 1 ICE SINK I ICE BIN 3 2" 1 3 DIPPER WELL 2 1., 1 2 SINK 1 2 1 2" 2 4 _RUMP LAVATORY SINK 1 2 1 1.5" 1 2 WATER CLOSET (1.6 GPM) T-2 1 3" . 4 8 TOTAL 48 NOTE: -- FIXTURE ITEM NUMBER PER EQUIPMENT SCHEDULE ON ARCHITECTURAL PLAN TRAP SIZING PER UPC TABLE 702.1 PIPE SIZING PER UPC TABLE 703.2 EXISTING WATER CLOSETS AND LAVATORIES NO CHANGE, THE DRAINAGE FIXTURE UNIT IS NOT COUNTED IN THIS SCHEDULE TENANTS ON THE GKOUND FLOOR REQUIRING BELOW -GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE Of LANDLORD'S BELOW -GRADE UTILITIES. ON COMPLETION Of PATCHING Of THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. THE OLD PORTION Of THE MALL HAS A STRUCTURAL SLAB AND NEEDS TO BE VERIFIED WITH STRUCTURAL ENGINEER FOR ANY PENETRATIONS (AT TENANT-5 EXPENSE) TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD Of BELOW GRADE WORK PRIOR TO THE COVERING UP Of SUCH WORK. LEGEND & ABBREVIATION — — — — — — GREASE WASTE PIPE UNDER SLAB SEWER WASTE PIPE UNDER 5LA5 2" MIN. DRAIN PIPE ABOVE SLAB ----------- VENT (SIZE PER PLAN NOTES) WCO WALL CLEAN OUT fCO FLOOR CLEAN OUT TRAP SEAL PRIMER VALVE O FLOOR DRAIN 0--2"V VERTICAL VENT PIPE * SIZE TRAP X.X" PIPE SIZE IV FLOOR SINK W1 TRAP FLOW * PIPE SLOPE DIRECTION T.D. TRENCH DRAIN F.S. FLOOR SINK H.S. HAND SINK IE INVERT ELEVATION, (I E = 0" AT FLOOR LEVEL) CORRECTION LTR# I - nECEIVED CITY of 1-MVILA APR 0 12019 PERL41T CE YE aOU. 1 6 D 0