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HomeMy WebLinkAboutPermit D17-0173 - KITANDA ESPRESSO & ACAI - TENANT IMPROVEMENTKITANDA EXPRESSO & ACAI 436 SOUTHCENTER MALL D17-0173 Parcel No: Address: City of Tukwila a Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 Permit Number: 436 SOUTHCENTER MALL Issue Date: Permit Expires On: Project Name: KITANDA ESPRESSO & ACAI D17-0173 8/10/2017 2/6/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 NICOLE HARTER 8383 158TH AVE NE, STE 280 , REDMOND, WA, 98052 CORTI CONSTRUCTION INC Address: 4024 148TH AVE NE , REDMOND, WA, 98052 License No: CORTICI838J0 Lender: Name: JOAO BOFF Address: 12700 NE 124TH ST #2 , KIRKLAND, WA, 98034 Phone: (425) 885-4300 Phone: Expiration Date: 4/20/2019 DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR NEW TENANT IN A MIXED USE BUILDING INCLUDING NEW WALLS, DOOR, KITCHEN, CASEWORK, LIGHTING, CEILING AND EQUIPMENT, AND ASSOCIATED MODIFICATION TO MECHANICAL AND ELETRICAL ITEMS. NO PROPOSED WORK AT EXISTING RESTROOMS. Project Valuation: $150,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IA Electrical Service Provided by: TUKWILA Fees Collected: $3,362.56 Occupancy per IBC: A-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: 9' � (1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to e con.'ti. s attached to this permit. Signature: Print Name: Date: (.0 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least 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. 0 O 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 23: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 27: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 24: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 28: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 30: 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) 29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 32: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 33: Post address on storefront per approved Westfield standards. 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING 7 0 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 0 Building Permit No. 1)I1 -40I -T72 Project No. Date Application Accepted: ' `0 " l 1� Date Application Expires: 19,, " 1 1 1 (For office use only) • CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Z893. Southcenter Mall Tenant Name: Kitanda Espresso & Acai PROPERTY OWNER Name: Nicole Harter Name: Westfield Southcenter City: Redmond State: WA Zip: 98052 Address: 2800 Southcenter Mall Email: nicole@magellanarchitects.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Nicole Harter Address: 8383 158th Ave NE, Suite 280 City: Redmond State: WA Zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: nicole@magellanarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: Petra, Inc. Address: 8106 Bracken Place SE City: Snoqualmie State: WA Zip: 98065 Phone: (425) 396-4510 Fax: (425) 396-0450 Contr Reg No.: Exp Date: Tukwila Business License No.: II:\Applications\Forms-Applications On Line \201 I Applications \Permit Application Revised - 8.9-11.docx Revised: August 2011 hh King Co Assessor's Tax No.: 920247001000 Suite Number: Floor: New Tenant: ® Yes ❑..No ARCHITECT OF RECORD Company Name: Magellan Architects Architect Name: Pedro Castro Address: 8383 158th Ave NE, Suite 280 City: Redmond State: WA Zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: pedro@magellanarchitects.com ENGINEER OF RECORD Name: Address: Ix)00 Nth pe ,s�� / '" l Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: Ix)00 Nth pe ,s�� / '" l City: State: Zip: 10,n.. A .,tl 1/11 .nrn.. Ail kJ Page 1 of 4 0 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 150,000 Existing Building Valuation: $ 189,009,200 Describe the scope of work (please provide detailed information): Tenant improvment for new tenant space in a mixed-use building including new walls, door, kitchen, casework, lighting, ceiling and equipment, and associated modifications to mechanical and electrical items. No proposed work at existing restrooms. Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. II:\Applicat ions \Forma -Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 hh Page 2 of 4 Existing interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 1,456 0 0 I -A A-2 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. II:\Applicat ions \Forma -Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 hh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Tenant improvment for new tenant space in a mixed-use building including new walls, door, kitchen. casework, lighting, ceiling and equipment, and associated modifications to mechanical and electrical items. No proposed work at existing restrooms. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ® ...Water District #125 ❑ ...Water Availability Provided Sewer District ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline ❑...Valley View 0 ..Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for Less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding WO # 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City Statc Zip I.1:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 0 0 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERDU: BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O -' TE ; OR AU �' 0 • �D A NT: Signature: / 4 . Print Na e: Pedro Castro Mailing Address: 8383 158th Ave NE, Suite 280 II:\Applications\Forms-Applications On Linc\201 I ApplicntionsWermit Application Rcviscd - 8-9-1 I.docx Revised: August 2011 bh Date: 06/23/2017 Day Telephone: (425) 8854300 Redmond WA 98052 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK . PAID $2,078.60 D17-0173 Address: 436 SOUTHCENTER MALL Apn: 9202470010 $2,078.60 DEVELOPMENT $1,979.83 PERMIT FEE R000.322.100.00.00 0.00 $1,975.33 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $98.77 TECHNOLOGY FEE R000.322.900.04.00 0.00 $98.77 1 . A , 1.1 Date Paid: Thursday, August 10, 2017 Paid By: ACAI AND ESPRESSO Pay Method: CHECK 7130 Printed: Thursday, August 10, 2017 11:23 AM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,283.96 D17-0173 Address: 436 SOUTHCENTER MALL Apn: 9202470010 $1,283:96 DEVELOPMENT $1,283.96 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11803 R000.345.830.00.00 0.00 $1,283.96 $1,283.96 Date Paid: Friday, June 23, 2017 Paid By: ACAI AND ESPRESSO KITANDA Pay Method: CHECK 7004 Printed: Friday, June 23, 2017 3:15 PM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Ti7{6173 Project: K►T(rfb/ - Type of Inspection: 001LTh. 6- IJL Address: g3fo s0 vmcaA/?riq ASL Date Called: Special Instructions: Date Wanted: Gt --0.- 17 a.m. p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 751)1 NAL -- Inspector: ti5 Date: /6 30,/7: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO." CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1 T- 0173 Project: K iTN tb A ZSPRESSO Type of Inspection: of Li) FI L - Address: gat* 5.:AIrtfcm-TER 1140 -1A - Date Called: ` 10 -210--17 071 Special Instructions: Date Wanted: 1 irrn . Requester: Phone No: 1 Approved per applicable codes. !O!4 Corrections required prior to approval. COMMENTS: /kyr Ik'0/ / Inspector: Date: j0..0l-/ 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 Dt7'-c 173 Project:Type Ki 7-117d0/4- of Inspection: Address: / %36 5-60774COVTIZIR MAW Date Called: Special Instructions: Date Wanted: 0 -A3 /7 a. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: — 1'14.VCi 7xL.c- Inspector: Date: /6=2-) -/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. I 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: K I TMJD!$P/ S Type of Inspection: 511 paAii JD C' /U/Y6 Address: 1312 60trrtieEtivm MAU— Date Called: Special Instructions: Date Wanted: /(:)—.2.3-/7 a.m� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: /6 -,2,3-/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj}ct: K irANM , pe sso Type spection: /2/11Alt / Ai& Address: 4/36 Ssctn4C14.1me L L Date Called: Special Instructions: Date Wanted• ) g2, —1 p.m. Requester \A24i6S Phone No: I/2r iV9 cool Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 01? -3 rim PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (-._e ra tn. USC E5j re SO Type of Inspection: t (r`' _r%" Address: Suite #: -) 6.. fro4" Contact Person: Special Instructions: n Phone No.: EApproved per applicable codes: Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: F714— P lY IEnA Pre -Fire: n Occupancy Type: r V/.l 6 c;n.14 7____ irj-ipiea evo f----- (i,r- (=z- oi 4-4- "bmir4r/6:7-6 -- — /11"-- MD,0(1.5 t `1,92,✓(4? e)r'T /4V4 cif 5H Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ' ,c----4, .. Date: /6 f2()— Hrs.: 1 _ r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule"a reinspection. ,t Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit p r "/ u PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-44 Project: Sprinklers: Fire Alarm: Type of Inspection:,r--- Monitor: Address: Suite #: 4 5C, v d Contact Person: Special Instructions: Phone No.: Approved per applicable codes. \C rro ections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Rte -Fire: Permits: Occupancy Type: Inspector: F-71,7 '4_- Date: Hrs.: to/Os--47 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER P::, • INSPECTION RECORD Retain a copy with. permit - 5447 PERMIT NUMBERS CITY OF TUKWILA� FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: co ye:1-N Address: Suite #: 4310 5(.., YU1'i4Cr :: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 / r 4 12---114-6 i t r-) 5 rirl-am 310- / C -v (0442 -0E - Needs 4 0 Needs Shift Inspection: Sprinklers: Hrs.: f Fire Alarm: Hood & Duct: Monitor: Pre -Fire: `,- . Permits: Occupancy Type: Inspector: 11' L L Date: i(�rv3/(q_.- Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D.'Form F.P.r113 INSPECTION NUMBER INSPECTION RECOFD Retain a copy with permit PR D/7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: %� lick_ 1 if), Fire Alarm: =Type of Inspection: f -L MO5 z- 6,6 -y -6.----o2--7,--67 — Address:Contact Suite #: �,3 5 G fv)(_._ /, 0 /912/b-19-- /, i rid / o . spE= Person: Special Instructions: 0k-- 746 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: MO5 z- 6,6 -y -6.----o2--7,--67 — p ,1 6- / /9-2 /, 0 /912/b-19-- /, i rid / o . spE= 0k-- 746 rv612 I/ Affz6h0s ofvLtri._ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:. fvei5\-- _ Date: Wish .- Hrs.: P $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 s4ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0173 DATE: 06/26/17 PROJECT NAME: KITANDA ESPRESSO & ACAI SITE ADDRESS: 436 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # 'before Permit Issued Deferred Submittal # after Permit Issued DEPARTMENTS: Building Division P�� Itc orks Fire Prevention Structural n 3 N/A- r7 Planning DivisionLiu Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 06/27/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: ri Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 07/25/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 CORTI CONSTRUCTION INC 0 Home Espanol Contact 0 Search L&I Page 1 of 2 A -Z Index 1 IeIp My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of �, Labor & Industries CORTI CONSTRUCTION INC Owner or tradesperson Principals Anderson, Michal Duran, PRESIDENT Doing business as CORTI CONSTRUCTION INC WA UBI No. 604 114 783 13332 NE 119th Way REDMOND, WA 98052 425-466-7577 KING County Business type Corporation 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. CORTICI838JO Effective — expiration 04/20/2017— 04/20/2019 Bond Wesco Insurance Co Bond account no. 46WB085152 $12,000.00 Received by L&I Effective date 04/20/2017 04/13/2017 Expiration date Until Canceled Insurance ............................ Ohio Cas Ins Co Policy no. BKS57928170 $1,000,000 00 Received by L&I Effective date 04/20/2017 04/13/2017 Expiration date 04/13/2018 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L8.I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604114783&LIC=CORTICI838JO&SAW= 08/10/2017 Help us improve CORTI CONSTRUCTION INC IWorkers' comp 0 Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 931,554-01 ............................... Doing business as CORTI CONSTRUCTION INC Estimated workers reported Quarter 2 of Year 2017 "Less than 1 Workers" L&I account contact T2 / MATT PEDERSEN (360)902-5476 - Email: PEDM235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ....................................................... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 O Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604114783&LIC=CORTICI838JO&SAW= 08/10/2017 EXISTING MIXED-USE BUILDING KITANDA ESPRESSO & ACAI TENANT IMPROVEMENT WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SUITE 1005 SEATTLE, WA 98188 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new pian submittal and may include additional plan review tees. SEPARATE PERMIT REQUIRED FOR: L6echanicai t Etectrical atiumbing Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. b U7O ('73 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy an Gond ions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION DEFERRED SUBMITTALS GENERAL NOTES REFERENCE SITE PLAN SHEET INDEX THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS AND COORDINATING ALL DEFERRED SUBMITTALS. THE GC'S SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH LOCAL AUTHORITIES AND ALL CURRENT CODES, REGULATIONS AND REQUIREMENTS. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. MECHANICAL & PLUMBING: 1. THE MECHANICAL & PLUMBING WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GC'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY MECHANICAL PERMITS. 3. THE GC'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY PLUMBING PERMITS. ELECTRICAL: 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GC'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY ELECTRICAL PERMITS. FIRE PROTECTION/FIRE ALARM: 1. THE FIRE PROTECTION & FIRE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GC'S FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY FIRE PROTECTION PERMITS. MANUFACTURED STAIRS: 1. THE INTERIOR STAIR DESIGN AND ENGINEERING FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID PROPOSED MANUFACTURED STAIR DESIGN DRAWINGS AND ENGINEERING THAT COORDINATE WITH THE ARCHITECTURAL DRAWINGS. 2. THE GC'S STAIR SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL ASSOCIATED AND NECESSARY PERMITS. A. B. C. D. E. F. G. H. J. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING K. BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE BEGINNING WORK. L. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR M. WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. GC SHALL PROVIDE SHOP DWGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE GC SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING N. CONSTRUCTION, CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE GC SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE, FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVER CUTTING TO A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES: MATCH ADJACENT EXISTING WORK, INFORMATION SHOWN FOR REFERENCE PURPOSES, ONLY. SITE PLAN FROM GOOGLE MAP 2017 ARCHITECTURAL: A0.10 COVER SHEET AND SITE PLAN A0.20 EGRESS PLAN AND CODE SUMMARY A0.30 ICC/ANSI GENERAL CODE NOTES A0.40 ICC/ANSI GENERAL CODE NOTES AD2.10 DEMO FLOOR PLAN AD2.20 DEMO REFLECTED CEIUNG PLAN A2.00 OVERALL MALL FLOOR PLAN A2.10 FLOOR PLAN A2.20 REFLECTED CEILING PLAN A2.30 EQUIPMENT PLAN & EQUIPMENT SCHEDULE A2.40 FINISH SCHEDULES & FLOOR PLAN A6.10 A6.20 INTERIOR ELEVATIONS INTERIOR ELEVATIONS A7.10 DOOR SCHEDULES & STOREFRONT ELEVATOOI` A9.10 A9.20 INTERIOR DETAILS INTERIOR DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED Pr IJUL 1 B 21117 ity of Tukwila BUILDING .Q LjSION PROJECT TEAM ARCHITECTURAL ABBREVIATIONS SYMBOLS LEGEND VICINITY MAP PROJECT DATA SYMBOLS: 0 AT & AND ANGLE CENTER UNE COPYRIGHT DEGREE DIAMETER EQUAL GREATER THAN LESS THAN NUMBER PERCENTAGE PLUS/MINUS PLATE ABBREVIATIONS: A.B.E. AVERAGE BUILDING ELEVATION A/C AIR CONDITIONER ADJ ADJUSTABLE, ADJACENT ADMIN ADMINISTRATION AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ALT ALTERNATE ASR AUTOMATIC SPRINKLER RISER AVG AVERAGE BFF BELOW FINISH FLOOR BFG BELOW FINISH GRADE BD BOARD BLDG BUILDING B/S BUILDING STANDARD B.O. BOTTOM OF BOT BOTTOM BTW BETWEEN CB CATCH BASIN C.I. CAST IRON CIP CAST IN PLACE CJ CONTROL JOINT, CONSTRUC11ON JOINT CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CONSTR CONSTRUC11ON CONTR CONTRACTOR CPT CARPET CT CERAMIC 11LE DF DRINKING FOUNTAIN DS DOWNSPOUT DWG DRAWING EA EACH ELEV ELEVATION, ELEVATOR ELEC ELECTRICAL EJ EXPANSION JOINT EQ EQUAL EXIST EXISTING EJ EXPANSION JOINT EXP EXPANSION EXT EXTERIOR F.C.I.C. FURNISH BY CONTRACTOR INSTALL BY CONTRACTOR FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR F.0.1.0. FURNISHED BY OWNER INSTALLED BY OWNER FEC FIRE EXTINGUISHER CABINET F.O.I.C. FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FPHB FROST PROOF HOSE BIBB FRP FIBER REINFORCED PANEL(S) FTG FOOTING GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GLP GYPSUM LATH & PLASTER GNB GYPSUM WALLBOARD H HIGH, HEIGHT HB HOSE BIBB HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HTR HEATER INSUL INSULATION JT/JTS L LAM LF. LW LVL MAS MAX M.B.S. MCT MECH MEZZ MTh MFG MFR MH MIN MISC M.O. M.R. MTD MTG NIC NOM NTS OC O.H. OPP o/ PERP PL P -LAM PLUMB PNL PROJ PRV PT QT QRIR RD RL RECD REF JOINT,JOINTS LONG, LENGTH LAMINATE, LAMINATED LINEAR FOOT, LINEAL FOOT LIGHT WEIGHT LEVEL MASONRY MAXIMUM METAL BUILDING SUPPLIER MARMOLEUM COMPOSITE TILE MECHANICAL MEZZANINE METAL MANUFACTURING MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED MOUNTING NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OVERHEAD OPPOSITE OVER PERPENDICULAR PLATE, PLASTIC LAMINATE PLUMBING PANEL, PANELING PROJECT, PROJECTED PRESSURE REDUCING VALVE POINT QUARRY TILE QUARTER RADIUS ROOF DRAIN RAIN LEADER RECEIVED REFRIGERATOR, REFERENCE REINF REQ'D RF RR RO ROW S.A.M. SCHED SC SF SG SHT SIM SPEC SQ SS STD STL STRUCT SUSP SYS T&B TEL TEMP T&G TG T.O. TYP U111 U.O.N. VCT VERT w/ w/o W -MAT WP WR WRB WT WON WWF Y.C. REINFORCING REQUIRED RUBBER FLOORING RESTROOM ROUGH OPENING PUBLIC RIGHT OF WAY SELF ADHESIVE MEMBRANE SCHEDULE SOLID CORE SQUARE FOOTAGE SAFETY GLASS SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL, SANITARY SEWER STANDARD STEEL STRUCTURE, STRUCTURAL SUSPENDED SYSTEM TEMPERED, TREAD, TOP TOP & BOTTOM TELEPHONE TEMPERED TONGUE & GROOVE TEMPERED GLASS TOP OF TYPICAL UTILITY UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VERTICAL WITH VNTHOUT WALK OFF MAT WATERPROOF WATER RESISTANT WATER RESISTANT BARRIER WEIGHT WELDED WIRE MESH WELDED WIRE FABRIC YARD DRAIN REVISION NO. ROOM NAME ROOM NAME (TITLE BLOCK SHOWS REV. DATE) ROOM NAME INDICATES REVISED AREA 1XXX IE---- ROOM NO. XXX S.F. <---ROOM AREA DETAIL NO. DESIGNATION SHEET THAT DETAIL IS SHOWN BLDG. SEC11ON NO. SHEET THAT SECTION IS SHOWN WALL SECTION NO. SHEET THAT SEC11ON IS SHOWN INTERIOR ELEV. NO. Be- WALL ORIENTATION SHEET THAT INTERIOR ELEV. IS SHOWN TRUE NORTH PROJECT NORTH 1Q SHEET KEY NOTE X XXX. FINISH SCHEDULE KEY EQUIP. SCHEDULE KEY CASEWORK DTL NO. SHEET NO. WALL TYPE NO. INSULATION KEY WALL TYPE LETTER DATUM POINT +8'-0" A.F.F- CEIUNG HEIGHT DOOR SCHEDULE KEY (CORRESP. TO ROOM NO. WHERE DOOR OCCURS) DOOR SUFFIX WINDOW SCHEDULE KEY ACT CEILING MATCH LINE FINISH CEIUNG TYPE GRID DESIGNATION ROOF SLOPE AND DIRECTION KEY BREAK UNE SYMBOL 11111111111111111•1111 MIIMI111111111111 1111•1•111111111 MATCH UNE .t- LEGAL DESCRIPTION: WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL 249 PGS 77-84 (AKA PARCEL A TUKWILA BSIP #L10-032 REC #20101021000765) PARCEL NUMBER: JURISDICTION: SECTION/TOWNSHIP/RANGE: NAME PROPERTY NAME: YEAR BUILT/STORIES/BLDGS ON SITE: OCCUPANCY GROUP CLASSIFICATION: CONSTRUCTION TYPE/CLASS: EXISTING AREA CALCS. AND CONDITIONS: GROSS LAND AREA: GROSS BLDG FLOOR AREA: TENANT IMPROVEMENT AREA: 920247-0010 CITY OF TUKWILA SW -23-23-4 WESTFIELD PROPERTY TAX DEPT 1969, 2, 1 A-2 (COFFEE SHOP) TYPE I -A, SPRINKLERED,ALARMED 1,355,919 S.F. (31.13 ACRES) 553,580 S.F. 1,456 S.F. REFER TO FLOOR PLAN, SHEET A0.2 FOR EXITING INFORMATION. ' 'g The Cheesecake Factory SIrander Blvd 0 Parkway Square ,,Parkway Center CLIENT: KITANDA 12700 124TH ST NE #1005 KIRKLAND, WA 98034 PH: (425) 820-4381 CONTACT: JOAO BOFF joao©sendexnet.com TENANT: WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA 98188 PH: (310) 210-9965 PM CONTACT: MATTHEW KOENIGS mkoenigs@westfield.com ARCHITECT: MAGELLAN ARCHITECTS 8383 158TH AVE NE, STE 280 REDMOND, WA 98052 PH: (425) 885-4300 FAX: (425) 885-4303 RECORD ARCH: PEDRO CASTRO PM CONTACT: DAN JAMERSON dan@magellanarchitects.com STRUCTURAL: PETRA, INC. 8106 BRACKEN PLACE SE SNOQUALMIE, WA 98065 PH: (425) 396-4510 CELL: (425) 326-6498 FAX: (425) 396-0450 PM CONTACT: AARON LEE aleec petrainc.net SCOPE AND CODE SCOPE OF WORK SUMMARY: TENANT IMPROVEMENT FOR NEW TENANT SPACE IN A MIXED-USE BUILDING INCLUDING NEW WALLS, DOOR, KITCHEN, CASEWORK, LIGHTING, CEILING AND EQUIPMENT, AND ASSOCIATED MODIFICATIONS TO MECHANICAL AND ELECTRICAL ITEMS. NO PROPOSED WORK AT EXISTING RESTROOMS. DESIGN CODES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE WASHINGTON STATE BUILDING CODE WASHINGTON STATE ENERGY CODE RECEIVED CITY OF TUKWILA JUN 232017 PERMIT CENTER 2009 ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 7855 Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates PLLC 0 0 0 Copyright © 2017 -p ,,, o- CC a) a) a)`• -N °°.5,0 a) -0-g-.5O +�+ U) N p N� U -._C- L - a> U C 00:.1.-T30,0 „6.N 7 C 7 L O C a.01] ._,,,,,,_o o �, O 0 0 +,2::::: a) a��'o`aNaI 0 o c c 0›,g. : L 3.."O. a C N O Oo..-."6:01,2_::E - v0 aNN oT O No E '''"o_17).:2-a2=1! o.0a2W t"NU�0T0O::: QNNOOOUaU.a) ,0Ocno N N L `-O'0. 0 -.c.:. :0 LU) O "'O + ,C U1-.0On O2.UUO Deo, T .aa.t_ _Cyi.t _`' N0U2p0C QQQ.Z o a) 2.3Q £ 0.0 0 a cf91 ARCHITECTS c\I co 0 0 0 so) 2 C co V 0 co ;a; c'� cam.) -c 1_2- m 0 LL CP o o E� `v") i .._,- Q )N co cl Associates 0 0 0 Z Ow c� w w > rzO a_ ct wa a� z Qz w WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY 0 6/20/2017 CAD FILE: 17-065_A0.10 0 17-065 / T DRAWN: NH STATUS: PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A0.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET COVER SHEET & SITE PLAN A0.10 NORDSTROM 3 LEVELS 165,90031 IE BAR 50I ce 748 1 736 1 PAPYRUS 9008 100 108 PUBLIC coRR. 9008 9009 9010 11 11 5116 116 120 9013 628 632 636 640 THE WALKING COMPANY 1903sf 644 652 (0 CONCIERGE 656 macy*s 660 664 668 EXISTING AUTOMATIC FIRE SPRINKLER SYSTEM S676 111 nilillg,= goy 4 LEVELS 258,944sf a o 1 ENTRANCE PUBLIC CORRIDOR 200 M W 1RAsH 4100 S208 204 208 S212 212 S220 220 260 224 P256 N 228 232 236 9018 576 572 568 9019 556 9021 552 1— 548 SNITCH BOARD 1 ELEc ROOM n S548 x S1130 I stla EH�c Te 9025 544 540 IDE RI 1145 S540 ELEC se 0 S1610 I�I IIII.-IIIiI • IIII111111MBIII' (E) Sfllll: VOID 41681 NEI il4 CM,K S320 312 1150 LO LO 1155 10021 316 1* 10201 324 328 I4AIN1ENANCE SHOP 332 340 v 111 348 352 354 356 432 428 424 9065 420 9070 416 9085 408 9090 404 9095 400 ATII2 9077 9075 1628 DIR KING COUNTY LIBRARY 3346sf 1530sf sl' -0 35 -6 JCPenney 3 LEVELS 272,2670 1310 1305 EGRESS PLAN SCALE: 1/64" = SEAT 3 LEVELS 174,630sf 1125 30'-1" AREA OF WORK 414 mce 414 a 0 O Clksy. 113 BUILDING CODE SUMMARY OCCUPANCY TYPE: BUILDING CONSTRUCTION TYPE: SPRINKLERED? FIRE ALARM SYSTEM? OCCUPANCY SEPARATION: FIRE PROTECTION: A-2 I -A YES YES NOT REQUIRED EXISTING AUTOMATIC FIRE SPRINKLER SYSTEM EGRESS DATA & OCC. LOADS TRAVEL DISTANCE REQUIREMENTS: TABLE 1016.1 1014.3 1015.2.1 EXC (2) ARE GREATER OR MIN. DOOR WIDTH PER SBC 1008.1.1 THAN 3 2017 EGRESS TRAVEL DISTANCE = < 250' PER SBC COMMON PATH OF TRAVEL = < 75' PER SBC MINIMUM DISTANCE BETWEEN EXITS PER SBC 1/3 DIAGONAL DISTANCE OF AREA SERVED MINIMUM EXIT WIDTH = 0.2 PER OCCUPANT =32" CLEAR WIDTH PER DOOR TOTAL EXIT WIDTH PROVIDED = X" OCCUPANT LOAD SUMMARY: **EGRESS CALCULATIONS PER SBC TABLE 1004.1.1 DINING AREA (A-2) OCC. 465 S.F./15 = 31 OCC. COMMERCIAL KITCHEN OCC. 580 S.F./200 = 3 OCC. TOTAL OCCUPANT LOAD: 34 OCC. STATUS: REVIEWED FOR CODE COMPLIANCE APPROVED JUL►18 2011 . City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILI JUN 2 PERMIT CENTER EGRESS LEGEND PERMIT SUBMITTAL: & TRAVEL DISTANCE ALONG INDICATED FIRE EXTINGUISHER CABINET DETAIL 2/A0.4 -00- 4220 --) EGRESS PATH PATH FEC SEMI -RECESSED LOCATIONS. SEE REGISTERED I ARCHITECT 1Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates PLLC 0 6) 0) 0 O 0 S a 0 U N N 0 U r/1 6^ C C 0 0 0 `..- O 0 o E - °- 7 O >',O. O • O cn _o O N E O T 0 2 c 0),60 0 6 a 1-. O N +,9:.„.�2 81 ,. L ++ .- N 06 i a>>0Li?..,... :_o_ C o c 0- O C N 7 N 5 QO 0a° oEOca O Ei '0 N>N 5 O+' O 'o. i3O.cn.' aN 0-_C 2 c O C O CNN ° 07 2oPo 0'o c0 ''227° O 0 O U C O O •- E`N .OE.s.., >3 —as U 00 >.O 000,- °02.6- 0._, N o 6- O..N 0" E-,-.? O ADO �o n EToo=�'a(5�,E c4,4,_ o,.c ,_,.-0---,-, 'c-,22 = 0>,0O00_0 '° > N E ° alj3 va O N 'C N ,_ 0 -I N 0 0 +' U NON ,. O 0 .E1--0,'6.-', 2 ,0 '" 0 0 0 E zeoE O N..:'.2, o V Uy6)N" O N =000 CCC,,00) N N, CN 5,"-a a0 ° U O '0° —.� 0 O L- NULLLNNO,c,o 0TU U - ¢«.z om 2'< E ao.802 ARCHITECTS (_.-A C V . C) o o o-)2 N C CO U Cf) O CO 0 t U oa a•Lo �N� L m as ca c o ° Z.a LL Q)0) CII = O p E:� > "D 555 CO 0 co N t CO �. .T CO a coCO TD o 1— 0 U Z ow � cn ci)w w> ttO Xa w� Q� z aZ w WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY 0 6/20/2017 Z\ 17-065_A0.20 JOB NUMBER: 17-065 A DRAWN: NH STATUS: PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A0.20 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET EGRESS PLAN & CODE SUMMARY A0.20 FLOOR OR GROUND SURFACES (ICC/ANSI SEC. 302 & 303): GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1-1/2 INCH HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE RAMPED AND SHALL COMPLY WITH ICC/ANSI SECTION 405 OR 406. WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 & 305): CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. T -SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T -SHAPED SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T -SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACE. ALCOVE CLEAR FLOOR SPACE: FORWARD APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES MIN. WHERE THE DEPTH EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 INCHES. KNEE AND TOE CLEARANCE (ICC/ANSI SEC. 306): TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE. MAX. DEPTH IS PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AND 17 INCHES MIN. BENEATH THE ELEMENT. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN. KNEE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AT 9 INCHES ABOVE THE FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MIN. AT 9 INCHES ABOVE THE FLOOR OR GROUND, AND 8 INCHES DEEP MIN. AT 27 INCHES ABOVE THE FLOOR OR GROUND. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MIN. PROTRUDING OBJECTS (ICC/ANSI SEC. 307): PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. POST -MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. REACH RANGES (ICC/ANSI SEC. 308): UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR OR GROUND SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 INCHES MAX. OBSTRUCTED HIGH SIDE REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX., AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FOR A REACH DEPTH OF 10 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 INCHES MAX. OPERABLE PARTS (ICC/ANSI SEC. 309): HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. ACCESSIBLE ROUTES (ICC/ANSI SEC. 402): ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (ICC/ANSI SEC. 403): SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. WITH ICC ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN CLEAR WIDTH:CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WI ICC/ANSI ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T -SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. MANUAL DOORS AND DOORWAYS (ICC/ANCI SEC. 404): CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN. CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH. THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS 0 ECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. MANEUVERING CLEARANCES: REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE. RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OF THE WALL. CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS: DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN., DOOR -OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAX. FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS SLIDING OR FOLDING DOOR: 5.0 POUNDS THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. VISION LITES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. RAMPS (ICC/ANSI SEC. 405): WALKING SURFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN.. HANDRAILS AND HANDRAIL SUPPORTS THAT ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES. LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. LANDING LENGTH SHALL BE 60 INCHES MIN. CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY 60 INCH MIN. LANDING. DOORWAYS: WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC/ANSI SECTIONS 404.2.3 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS SUBJECT TO LOCKING IS LOCATED ADJACENT TO A RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304.3. HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH ICC/ANSI SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE FACE OF A RAILING COMPLYING WITH ICC/ANSI SECTION 505. CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4 -INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. CURB RAMPS (ICC/ANSI SEC. 406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1:10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT THE SAME LEVEL. LOCATION AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. LANDINGS: THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN., WITH A CLEAR WIDTH AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES LEADING TO THE LANDING. DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE A CUT -THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WIDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSING. PARKING SPACES (ICC/ANSI SEC. 502): VEHICLE SPACE SIZE: ACCESSIBLE CAR AND VAN PARKING SPACES SHALL HAVE AN ADJACENT ACCESS AISLE. CAR AND VAN PARKING SPACES SHALL BE 96 INCHES MIN. WIDTH. ACCESS AISLE: TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 INCHES WIDE MIN. ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE VERTICAL CLEARANCE: PARKING SPACES FOR VANS SHALL HAVE A VERTICAL CLEARANCE OF 98 INCHES MIN. AT THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO. IDENTIFICATION: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ICC/ANSI SECTION 703.6. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE THE FLOOR OR GROUND SURFACE OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. PASSENGER LOADING ZONES (ICC/ANSI SEC. 503): VEHICLE PULL-UP SPACE: PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE PULL-UP SPACE 96 INCHES MIN. WIDTH AND 20 FEET MIN. LENGTH. ACCESS AISLES; ACCESS AISLES SHALL BE PART OF THE ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MIN. AND 20 FEET LONG MIN. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: VEHICLE PULL-UP SPACES IN PASSENGER LOADING ZONES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL BE PROVIDED AT PASSENGER LOADING ZONES AND ALONG VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. STAIRWAYS (ICC/ANSI SEC. 504): TREADS AND RISERS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. RISERS SHALL BE 4 INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., MEASURED FROM RISER TO RISER. OPEN RISERS SHALL NOT BE PERMITTED. STAIR TREAD SURFACE SHALL COMPLY WITH ICC/ANSI SECTION 302. NOSINGS: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH MAX. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1-1/2 INCHES MAX. BEYOND THE TREAD BELOW. OUTDOOR CONDITIONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. HANDRAILS (ICC/ANSI SEC. 505): LOCATION: HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. IN ASSEMBLY SEATING AREAS, HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDES ALONG AISLE STAIRS, PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR WITHIN THE AISLE. HANDRAILS SHALL NOT BE REQUIRED ON THE SIDES OF RAMPED AISLES SERVING SEATS. CONTINUITY: HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MIN. AND 38 INCHES MAX. VERTICALLY ABOVE STAIR NOSINGS, RAMP SURFACES, AND WALKING SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND RAMP SURFACES. CLEARANCE: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1-1/2 INCHES MIN. GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL ARE ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. SEE SECTION 505.6 FOR ADDITIONAL HORIZONTAL PROJECTION EXCEPTIONS. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS SECTIONS: HANDRAILS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 6-1/4 INCHES MAX. AND PROVIDED THEIR LARGEST CROSS-SECTION DIMENSION IS 2-1/4 INCHES MAX. TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MIN. BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. BOTTOM EXTENSION AT STAIRS: AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. IF PROVIDED AT THE BOTTOM OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MIN. AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. DRINKING FOUNTAINS (ICC/ANSI SEC. 602): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT AND SHALL INCLUDE KNEE AND TOE CLEARANCE. WHERE A PARALLEL APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT. SPOUT HEIGHT AND LOCATION: SPOUT OUTLETS FOR WHEELCHAIR ACCESSIBILITY SHALL BE 36 INCHES MAX. ABOVE THE FLOOR OR GROUND. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38 INCHES MIN. AND 43 INCHES MAX. ABOVE FLOOR OR GROUND. UNITS WITH A PARALLEL APPROACH SHALL HAVE THE SPOUT 3-1/2 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. UNITS WITH A FORWARD APPROACH SHALL HAVE THE SPOUT 15 INCHES MIN. FROM THE VERTICAL SUPPORT AND 5 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. OPERABLE PARTS SHALL COMPLY WITH ICC/ANSI SECTION 309 AND PROTRUDING UNITS SHALL COMPLY WITH ICC/ANSI SECTION 307. TOILET AND BATHING ROOMS (ICC/ANSI SEC. 603 AND 604): WHEELCHAIR TURNING SPACE: A CIRCULAR 60" DIAMETER WHEELCHAIR TURNING SPACE OR A "T" SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304 SHALL BE PROVIDED. DOORS: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE THE ROOM IS FOR INDIVIDUAL USE AND A 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. WATER CLOSET CLEAR SPACE: CLEARANCE AROUND THE WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. OVERLAP: THE CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES AND CLEAR FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIXTURES AND THE WHEELCHAIR TURNING SPACE. WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND -OPERATED FLUSH CONTROLS SHALL COMPLY WITH ICC/ANSI SECTION 309. GRAB BARS: GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE CENTER LINE OF THE WATER CLOSET A MIN. OF 12 INCHES ON THE SIDE CLOSEST TO THE WALL AND 24 INCHES MIN. ON THE TRANSFER SIDE. DISPENSERS: DISPENSERS SHALL COMPLY WITH SECTION 309.4 AND 609.3. WHERE THE DISPENSER IS LOCATED ABOVE THE GRAB BAR, THE OUTLET OF THE DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 36 INCHES MAX. FROM THE REAR WALL. WHERE A DISPENSER IS LOCATED BELOW THE GRAB BAR, THE OUTLET OF A DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 42 INCHES MAX. FROM THE REAR WALL. THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR OR GROUND. COAT HOOKS AND SHELVES: COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYING WITH ICC/ANSI SECTION 308. WHERE PROVIDED, A FOLD -DOWN SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. URINALS (ICC/ANSI SEC. 605): HEIGHT AND CONTROLS: URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL -HUNG TYPE W11H THE RIM AT 17 INCHES MAX. ABOVE THE FLOOR OR GROUND. WALL HUNG URINALS SHALL BE 13-1/2 INCHES MIN. IN DEPTH MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE WALL. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE c PROVIDED. TOILET COMPARTMENTS FOR MULTI -TOILET ROOMS (ICC/ANSI SEC. 604): WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MIN. MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES DEEP MIN. FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MIN. FOR FLOOR MOUNTED WATER CLOSETS, MEASURED PERPENDICULAR TO THE REAR WALL. AMBULATORY ACCESSIBLE COMPARTMENTS: AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES DEEP MIN. AND 36 INCHES WIDE. WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE THE CENTERLINE OF THE WATER CLOSET 17 INCHES MIN. AND 19 INCHES MAX. FROM THE SIDE WALL OR PARTITION. THE WATER CLOSET SHALL BE CENTERED IN THE COMPARTMENT. COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. GRAB BARS FOR AMBULATORY ACCESSIBLE COMPARTMENTS: A 42" SIDE WALL GRAB BAR SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. DOORS: COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. TOILET COMPARTMENT DOORS SHALL COMPLY WITH ICC/ANSI SECTION 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, THE CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. THE DOOR SHALL BE HINGED 4 INCHES MAX. FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. COMPARTMENT ARRANGEMENTS SHALL BE PERMITTED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET. TOE CLEARANCE: IN WHEELCHAIR ACCESSIBLE COMPARTMENTS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MIN. ABOVE THE FLOOR AND EXTENDING 6 INCHES DEEP BEYOND THE COMPARTMENT -SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP WITH A WALL -HUNG WATER CLOSET OR 65 INCHES DEEP WITH A FLOOR -MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. LAVATORIES AND SINKS (ICC/ANSI SEC. 606): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC/ANSI SECTION 309. HAND -OPERATED, SELF-CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. GRAB BARS (ICC/ANSI SEC. 609): SIZE. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS-SECTIONS: GRAB BARS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A CROSS SECTION DIMENSION OF 2 INCHES MAX., AND A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND WITH EDGES HAVING 1/8 INCH MIN. RADIUS. SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND OBJECTS BELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MIN. POSITION OF GRAB BARS: GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOR. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS OF 1/8 INCH MIN. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND THAT DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE. STRUCTURAL STRENGTH: ALLOWABLE STRESSES IN BENDING, SHEAR, AND TENSION SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. SIGNAGE (ALL SIGNAGE TO COMPLY WITH ICC/ANSI CHAP. 7): ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 703 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A. EXCEPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY AN ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RA110 OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL COMPLY WITH SECTION 703.4, AND IS TO BE USED WHEREVER BRAILLE IS REQUIRED. WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICC/ANSI SEC. 704): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAX. WHERE A FORWARD APPROACH IS PROVIDED, THE DISTANCE FROM THE FRONT EDGE OF A COUNTER WITHIN THE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION 309. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. TELEPHONE DIRECTORIES: WHERE PROVIDED, TELEPHONE DIRECTORIES SHALL COMPLY WITH ICC/ANSI SECTION 309. CORD LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL BE EQUIPPED WITH A HANDSET CORD LENGTH OF 29 INCHES MIN. VOLUME -CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVER VOLUME CONTROL WITH A RANGE THAT PROVIDES 12 DB OF GAIN MIN. AND 20 DB OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES SHALL BE HEARING AID COMPATIBLE. TTY: WHERE USED WITH A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONNECTION OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTY ARE PROVIDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS PLACED. 4" MAX. // Lobby 11 i CC CD CC p CV ANY DISTANCE PROTRUDING OBJECTS SCALE: 3/8" = 1'-O" ICC/ANSI SEC. 304, 305 & 306 - 03 0 N N 1'-6" CLEAR WHEN SIGN ON PULL SIDE OF DOOR 9" TYP. ADA COMPLIANT SIGN PER PLAN, SCHEDULE & DETAIL 00 B.O. HIGHEST AL TACTILE TEXT ACCESSIBLE SIGNAGE LOCATION SCALE: 1/2" = 1'-0" 4-0 P -L REACH RANGES SCALE: 3/8" = 1'-0" biltaw o 3 ICC/ANSI CHAP. 7 2'-0" MAX. DEPTH FOR MIN. CLEARANCE 2'-8" MIN. 3'-0" MIN. . ICC/ANSI SEC. 308 REVIEWED FOR CODE COMPLIANCE APPROVED IAUL i o 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 232017 PERMIT CENTER 7855 REGISTERED ARCHITECT Pedro A. de Magalhaes Castro STATE OF WASHINGTON 1 Associates PLLC 0 Q) 0 Copyright © 2017 N •`o O F- U� NcC 0 2 Cd svZ .� 2 oC . O-8Eo9g2`62Eh ,o . a o.vo c :,c; :E,a, � ` O10OOoycC°pO0.OccpE5 C5 O'N ° N do.N � racE Sp,,auE pc'oO .�N_°c°°vnm0 ' U 0m OO"O CC" pO OE NL'_LNON..+�N O ° J ) "6O N V LNLUw-..++..� v) ....° pQNyN 51- , 2 1 CEa zoZ.o 0woost Na - o 0 L « 0.<Eo.o.0 . ARCHITECTS CV LC) O 00 rn c 0 0) ..0 c 0 0 c U Z ow � cn w co w > ct0 Xa w� QF. o Z az r -w WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY 0 6/20/2017 t. r 17-065_A0.30 JOB NUMBER: 17-065 PROTRUDING OBJECTS SCALE: 3/8" = 1'-O" ICC/ANSI SEC. 304, 305 & 306 - 03 0 N N 1'-6" CLEAR WHEN SIGN ON PULL SIDE OF DOOR 9" TYP. ADA COMPLIANT SIGN PER PLAN, SCHEDULE & DETAIL 00 B.O. HIGHEST AL TACTILE TEXT ACCESSIBLE SIGNAGE LOCATION SCALE: 1/2" = 1'-0" 4-0 P -L REACH RANGES SCALE: 3/8" = 1'-0" biltaw o 3 ICC/ANSI CHAP. 7 2'-0" MAX. DEPTH FOR MIN. CLEARANCE 2'-8" MIN. 3'-0" MIN. . ICC/ANSI SEC. 308 REVIEWED FOR CODE COMPLIANCE APPROVED IAUL i o 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 232017 PERMIT CENTER 7855 REGISTERED ARCHITECT Pedro A. de Magalhaes Castro STATE OF WASHINGTON 1 Associates PLLC 0 Q) 0 Copyright © 2017 N •`o O F- U� NcC 0 2 Cd svZ .� 2 oC . O-8Eo9g2`62Eh ,o . a o.vo c :,c; :E,a, � ` O10OOoycC°pO0.OccpE5 C5 O'N ° N do.N � racE Sp,,auE pc'oO .�N_°c°°vnm0 ' U 0m OO"O CC" pO OE NL'_LNON..+�N O ° J ) "6O N V LNLUw-..++..� v) ....° pQNyN 51- , 2 1 CEa zoZ.o 0woost Na - o 0 L « 0.<Eo.o.0 . ARCHITECTS CV LC) O 00 rn c 0 0) ..0 c 0 0 c U Z ow � cn w co w > ct0 Xa w� QF. o Z az r -w WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY 0 6/20/2017 A. 17-065_A0.30 JOB NUMBER: 17-065 /0 0 NH STATUS: PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A0.30 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET ICC A117.1-2009 GENERAL CODE NOTES & DETAILS A0.30 I.C.C. 404 DOORS AND DOORWAYS: 404.1 GENERAL. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. 404.2 MANUAL DOORS. MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 404.2 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 404.2.2 AND 404.2.3 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. EXCEPTIONS. 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 404.2.3.1 FLOOR SURFACE. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302 404.2.4 THRESHOLDS AT DOORWAYS: IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX. IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. FRONT APPROACH - PUSH AND PULL SIDES LATCH APPROACH - PUSH SIDE APPROACH c CLEAR FLOOR SPACE 1'-6" MIN. / j 4 EE 0 VE A CLEAR FLOOR SPACE APPROACH - NOTE: X = 1'-O" (MIN.) IF DOOR HAS BOTH A CLOSER AND A LATCH MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS SCALE: 3/8" = 1'-0" MAT EDGING TRANSITION (MANNINGTON 425) CONCRETE TO WALKOFF MAT "CERCO r TRANSITION (MANNINGT*) 1 1/2" 360) PINLESS METAL TRACK (MANNINGTON 980) CONCRETE TO RUBBER MAT 4" RUBBER RAMP TRANSITION (MANNINGTON • N X Q METAL STRIP TRANSITION 7, CONCRETE TO RUBBER FLOOR 2 1/2" CONCRETE TO TILE "SUPER IMPERIAL REDUCER" TRANSITION (MANNINGTON 705) 1 15/16" X N CONCRETE TO CARPET "UNDERSLUG REDUCER" TRANSITION (MANNINGTON 735) 1 5/8" CONCRETE TO COMPOSITE TILE (MCT) "SUPER 2" T" TRANSITION (MANNINGTON 935) ////// / / PINLESS METAL TRACK (MANNINGTON 980) "TILE CARPET JOINER" TRANSITION (MANNINGTON 150) luanou 1,ara3"s CARPET TO RUBBER / / / / / / / / / / / / / / / "CERCO EDGE T" TRANSITION (MANNINGTON 150) COMPOSITE TILE (MCT) TO CARPET // ////�/�E/ PINLESS METAL TRACK (MANNINGTON 980) 11LE TO RUBBER FLOOR FLOORING TRANSITIONS SCALE: 1'-0" = 1'-0" FOR REFERENCE APPROACH 60" CLEAR MIN. 60" CLEAR MIN. CLEAR FLOOR SPACE 2'-0" NOTE: Y= 3'-6" MIN.; Y=4'-0" MIN. IF DOOR HAS A CLOSER 60" CLEAR MIN. CLEARANCE AT TWO DOORS IN SERIES SCALE: 3/8" = 1'-0" QQ � U �r uJ � w FINISH FLOOR LEVEL THRESHOLD 7 -FLOOR FINISH •14 ,r ICC/ANSI SEC. 404 NOTE INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. THRESHOLDS SCALE: 6" = 1'-0" ICC/ANSI SECTION 302 & 303 HINGE APPROACH - PULL SIDE APPROACH APPROACH CLEAR FLOOR SPACE CLEAR FLOOR SPACE INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE = Nor e // KNEE CLEARANCE 8" MIN. N CV • \/ 6" MAX. TOE CLEARANCE 1'-5" MIN. DEPTH LAVATORY CLEARANCES SCALE: 3/8" =11-0" >- • r LATCH APPROACH - PULL SIDE NOTE: Y= 4'-0" MIN.; Y=4'-6" MIN. IF DOOR HAS A CLOSER ICC/ANSI SEC. 304, 305 & 306 o 113 >— HINGE APPROACH - PUSH SIDE • NO. DATE BY 0 CLEAR Z\ 17-065_A0.30 Z\ FLOOR CHECKED: DRAWN: SPACE /6\ PERMIT SET X/ DESIGN APPROVAL: 22" MIN. PERMIT RECEIVED: / / , NOTE: Y= 3'-6" MIN.; Y=4'-0" MIN. IF DOOR HAS A CLOSER; X = 12" MIN. IF BOTH CLOSER AND LATCH ARE PROVIDED E C APPROACH ICC/ANSI SEC. 404 EQUIPMENT PERMITTED IN SHADED AREA KNEE CLEARANCE 8" MIN. J 2'-0" MAX. \-/-/-6" MAX. TOE CLEARANCE CLEAR FLOOR SPACE 4'-0" MIN. 1'-5" TO 1'-7" REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 13. 2011 City of Tukwila EUILQ M1�.11.UJ LQN DRINKING FOUNTAIN CLEARANCES SCALE: 3/8" = ICC/ANSI SEC. 304, 305 & 306 PLAN AT NON—RATED WALL 0 CO N) FINISHED FLOOR ELEVATION REFER TO WALL SCHEDULE WALL TYPE PER PLANS. METAL WALL PANEL PER METAL BUILDING SUPPLIER PARITALLY RECESSED FIRE EXTINGUISHER CABINET T.O. EXTINGUISHER d4 +60" A.F.F. MAXIMUM (40 Ib. MAX. WEIGHT) FIRE EXTINGUISHER & CABINET , BY JANUS * LOCATE PER EGRESS PLAN, VERIFY w/ FIRE MARSHALL RECEIVED CITY OF TUKWILA JUN 23 2017 PERMIT CENTER FIRE EXTINGUISHER CABINET SCALE: 1 1/2" = 1'-0" 7855 REGISTERED ARCHITECT Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates PLLC 0 a) 0 0 cV 0 L 0 O 0 a)a)o w�" a) C c E O c H -c -c 'C.. 0 ▪ 7 0) 5,a) 0 a a) .o o m o E o 5,v N c y s o m o) 0 C 0Ew a,3 - C C N 0 N I N >, c•- m .J m 0 m a 0 0'•3 or j0 Evec-°'s-'o a) ° 7 0— 0 -0N N'� 0 t 0 Haw 4' c 0 ° � — 0ao0oE��a°o a .9 63a; °Fa)+a a).L�>a at c c o o 2 2 s- o_ aa°'y0 P.=°o >:r8- OE 8 > ` a U TNZ2 n a) C O 'p fn N C a) c N += t co O 0 ms.0 55 E 0 0-6 ° c N a) ..LOJa) 00++U N N 0o00,_,ct°nO N U D E .0 4) E .9 cr "'' '... N U p, a) a) ID`a5 =000 ccc pO m(n S' o N U L,n L L C -O m QQ- t° �- N- N Rana 7 O O 8 Q•.-•Z o a) � Q E aaU 0 a ARCHITECTS O N N 0 Oa CO O ) N ye - 0 0 z-0 >0) - Q 4) co Cr) CO CO M E O 0 M +0' CO 0 CO co r� ▪ U C m 2 co co N 0) 1- 0 J J 0 4) 0 0 0 0, Q 0 0 0) a 0 0 0 z 01-1-1 (/) cn w > ctO X w � Q� oZ az w WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY 0 6/20/2017 Z\ 17-065_A0.30 Z\ 17-065 CHECKED: DRAWN: NH /6\ PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A0.30 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET ICC A117.1-2009 GENERAL CODE DETAILS A0.40 ,41 04 AAtut AtA AAtt 4.1 AAA AAA NAAA AAA AAAa AAA tAA AAA nano titAtAtt At A AAA IttA tO Adt 4440 0,0 41, 40 Atter qg AtAtA tAl lAn pAA tot DEMO FLOOR PLAN SCALE: 3/8" = 1'-0" I �1 REVIEWED FOR CODE COMPLIANCE APPROVED LJUL i a bri City of Tulmita BUILDING .l ISION PLAN KEY NOTES Q EXISTING ELECTRICAL PANELS TO REMAIN. EXISTING TRANSFORMER TO REMAIN. EXISTING MOP SINK TO REMAIN. • DEMO DOOR AND STOREFRONT SYSTEM. PATCH & REPAIR AS NEEDED. Q DEMO DRINKING FOUNTAIN. PATCH & REPAIR AS NEEDED. DEMOLITION NOTES A. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. B. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. C. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. D. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. E. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED, F. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. G. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNSPOUTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. H. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. I. GC SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBGCS TO EXISTING CONSTRUCTION PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. J. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS, NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. K. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. L. REMOVE ALL EXISTING MATERIALS, WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES. COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. M. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DWGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DWGS. N. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 0. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 1O'-0". THE GC SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. DEMO LEGEND = = = = EXISTING INTERIOR WALLS, DOORS, RELITES, CABINETS AND SHELVING TO BE REMOVED (SHOWN DASHED), INCLUDING ELECTRICAL ITEMS ATTACHED TO WALLS. REFER TO FLOOR PLAN FOR I1-X9131CANVIVlEOIONS. RE -USE ITEMS IN EXCELLENT CONDIRONcOPIRM5010ORMiLSTORAGE. EXISTING CONSTRUCTION TO REMAIN. JUN 2 3 2017 PERMIT CENTER LEGEND NOTE: 1. REFER TO REFLECTED CEILING PLAN FOR FIXTURE RELOCATION INFORMATION. 7855 REGISTERED ARCHITECT 1 Pedro A. de Magalhaes Castro STATE OF WASHINGTON U J J a cn a) 0_ U 0 N 0 a) 0 2 N O N 0 CPC O U O wo T�- U .00Q) 13.L1 a) `o c aE a23 O O • O 0 E 7 O -N 0 -0o 7 ,c c • o I- o O s mop, >� ` 'p a) Q c O> oO Z .c .N ' C O u! N •- V a 7 0 c a) N 12.13E L U JN O a,a o o2 c y o ,-N00E -0E 0'031 0 0) O c c c ow 7'= = ao `0 e 7 U1) C " •'- a.,.. AA, O O O T U U N •- U ¢¢¢ z o a), 3¢ E aao o a cco0a)'-o a) c c E 2 O~- _c _C ' -c 0 o'5,o a) a m '0 E Oa g.N O N C y 1:)) O O) a>„2,07.; `:7.2 0c000Em20.0_0 T � O N a ar O c n �'o m F- c o a O O c c U •O 0- 4) 2 � y c on a w a O N o a) U cc 0 a)'� C O L > Off+ �Evo o,00D o o° '20 `o.zEEoo3430 c'- ARCHITECTS 0 0 s T a 0 0 Q 0 Z ouJ � cn u)w w > ctO Xa w � Q� z aZ w WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY PLOT DATE: 6/20/2017 Z\ 17-065_AD2.10 A 17-065 CHECKED: Z\ NH /6\ PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_AD2.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET DEMO FLOOR PLAN AD2.10 A. 411 144, n i 1 I // � \ \ / �%' I i/// \• \ /ii `/ / / /// /�\\ �/ / \ \ / / \y 15 f1 / — J `IJ % I I I I I 144 444) / / - .00 !7117 11111 -D \\ EE:4fa III III III III III 11 • // Yc IN` II • o 1 I 1 - IMMO 14 '411 0 u 11, Irk if -10 1/8' DEMO REFLECTED CEILING PLAN SCALE: 3/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED 'JUG in 2817 City of Tukwila BUILDING DIVISION PLAN KEY NOTES 1❑ EXISTING LIGHTING TO REMAIN. Q DEMO LIGHT FIXTURES. PATCH & REPAIR AS NEEDED. DEMO SOFFIT. PATCH & REPAIR AS NEEDED. ❑4 EMERGENCY LIGHT FIXTURES TO REMAIN. HVAC TO REMAIN. DEMO LINEAR AIR DIFFUSER, SALVAGE FOR REUSE. PATCH & REPAIR AS NEEDED. DEMOLITION NOTES A. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. B. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. C. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. D. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. E. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED, F. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. G. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNSPOUTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. H. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. I. GC SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBGCS TO EXISTING CONSTRUCTION PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. J. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS, NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. K. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. L. REMOVE ALL EXISTING MATERIALS, WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES. COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. M. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DWGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DWGS. N. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 0. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE GC SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. DEMO LEGEND MIS 11111111•110 IMMO = EXISTING INTERIOR WALLS, DOORS, REUTES, CABINETS AND SHELVING TO BE REMOVED (SHOWN DASHED), INCLUDING ELECTRICAL ITEMS ATTACHED TO WALLS. REFER TO FLOOR PLAN FOR EXTENT AND DIMENSIONS. RE -USE ITEMS IN EXCELLENT CONDITION, OR RETURN TO OWNER FOR STORAGE. RECEIVED CITY OF TUKWIL JUN 2 3 2017 LEGEND NOTE: PERMIT CENTER 1. REFER TO REFLECTED CEIIJNG PLAN FOR FIXTURE RELOCATION INFORMATION. EXISTING CONSTRUCTION TO REMAIN. 7855 REGISTERED ARCHITECT Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates PLLC a 0, 0' O N 0 0' T 0. 0 U ° U) 0 . vi Dye C N N N `�- N . • O N o ▪ f O j,O N C y L p N °) O_ 0�o.G N 0) N a >, 0 -° o.� 7;›,„ �� aN ar o c o oso�o"o"NcOo_o o_> fOc c T c' -m O 2 N ° 0++ N 0) -C 1_0 O 0. c0oocc ✓ _�a;)0o 0 7 O. O, •„,c+ • U C O O •� c 0 OvE 0 0 N• w L N _O E �' 0 3� C C _ N u O oo O ° cN 02 U)-5 NZ O To 'p U) N a C N c L �.�i •N N C N �.> 0 E ° 0 O N N -.'S iU � J O r,15'..--; ” NOo'Eu * O O O C c c 20 • a° P. O-6 O•-lj ° ° O 0.-. �Oo rt .2 .(n -t 0 N N1 T° 2 2 o --O 7 ¢<<.-z0 3<Eaa0°a ARCHITECTS CO CV U fC O z 0) C 1 00 L1) M 00 M 00 MO Eo LO U 0 oo 00 o Lr -c 0 U 0) Q c Ll N CII C:2 E� ()CO CO 0 •'-� w.. Lf) CSI 0 CI) - 0 1— U U 1- Z OLU � �n (/)w w > [tO X 0�,. w � Q� z Qz w YH WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY AS NOTED PLOT DATE: A, 6/20/2017 0 1 A JOB NUMBER: 17-065 CHECKED: ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 1 7-06 5_AD2. 1 0 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET DEMO REFLECTED CEILING PLAN AD2.20 4 rt iifiSi Si f ffff. iiiiiiiii: u 1 H 1 CURRENCY EXCHANGE — J REVIEWED FOR 7ODE COMPLIANCE APPFOVED ►JUL 1B LIT MALL ENTRANCE City o4 Tukwila BUILDING DIVISION VISITORS CENTER 1 LADY FOOTLOCKER TENANT SPACE 1550 I FLOOR PLAN SCALE: 3/16" = 1'-0" PLAN KEY NOTES 10 EXISTING ATM El PROPOSED SEATING EXTENSION PLAN NOTES A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PAR1111ON PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PAR1111ON PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. D. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. F. REFER TO SHEET A0.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. H. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. 0. NO WORK PROPOSED AT RESTROOMS P. PROVIDE POWER, DATA AND WATER FOR ALL EQUIPMENT AS REQUIRED WALL LEGEND SHADED WALLS INDICATE NEW WORK: FULL HEIGHT WALLS: 3-5/8" MTL STUDS (25 GA.) AT 16" O.C. WITH 5/8" GWB EACH SIDE TO UNDERSIDE OF STRUCTURE. (100A) J\ LEGEND NOTES: 1. FURRING WALL: 5-1/2" METAL STUD (25 GA.) AT 16" O.C. WITH 5/8" GWB ON ON EXPOSED SIDE. NEW DOOR. REFER TO KEYS ON PLAN AND SEE DOOR SCHEDULE, SHEET A3.1. DOORS THAT ARE NOT DIMENSIONED ARE TO BE LOCATED A MIN. 4" FROM ADJACENT PERPENDICULAR WALL FINISH. EXISTING CONSTRUCTION TO REMAIN. DUPLEX RECEPTACLE 4-PLEX OUTLET DATA OUTLET TELEPHONE OUTLET RECEIVED CITY OF TUKWILA JUN 2 3 2017 PERMIT CENTER PROVIDE WATER RESISTANT GWB IN ALL WET AREAS, AND BLOCKING BEHIND ALL FIXTURES. 2. FURNITURE SHOWN ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT IN CONTRACT. U.O.N. 3. PROVIDE POWER FOR ALL EQUIPMENT AS REQUIRED. 7855 REGISTERED ARCHITECT Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates 0 0 4) 0 v 0 0 CV 0 O U •�"_0pN0 Ill _�5�>+0NaNONN�ONN3+)O +19- pLdaOpECaNO ..EVICOE oOTGCNNoC°o0O`aF3ON.� zaCNO5•''p.cNE°c�3Oa03N''NNN7 E�NooC°OCOO • v5ONoEUNf7AooN N s ,2f6,51 aNa 0ToUEo9ad> s°_°c T °(1)1, -c"").20' OO p 00 T )at N_TT,- o11,_:a,3° -2 pU-0C.2r.�L O z oN,3¢c c.o.() o CI U COI W WI 0) c I n WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY 0 6/20/2017 0 17-065_A2.10 0 17-065 CHECKED: DRAWN: NH / \ PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A2.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET OVERALL MALL FLOOR PLAN A2.00 PLAN KEY NOTES ❑2 a NEW CUSTOM CASEWORK STORAGE AND DISPLAY UNIT. SEE DETAIL NEW CUSTOM PASTRY ENCLOSURE. SEE DETAIL SIDE ROLLING FOLDING SECURITY GRILLE. SEE DOOR SCHEDULE A7.10. EXISTING ELECTRICAL PANELS TO REMAIN. EXISTING TRANSFORMER TO REMAIN. EMPLOYEE LOCKERS (N.I.C.). CASEWORK WITH OPEN SHELVING ACCESSIBLE FROM BEHIND, FOR STORAGE. MIN. 36" DEEP X 8" WIDE STACKING CAVITY FOR SIDE ROLLING FOLDING SECURITY GRILLE. DOOR WITH CONCEALED HINGES TO ENCLOSE ROLLING DOOR CAVITY. SEE INTERIOR ELEVATIONS FOR FINISH. BARN TRACK FOR MENUS AND CABINETS BY RUSTICA HARDWARE. PROVIDE BLOCKING SECURED TO WALL L SHAPED METAL ANGLE 11 TRASH, COMPOST AND RECYCLE ENCLOSURE W/ 1/4" STEEL ENCLOSURE AND DOOR W/MAGNETIC CLOSURE. 12 SEAL & STAIN CONCRETE FLOOR. 13 RAISED BAR HEIGHT COUNTER. SEE DETAIL 14 6'-0" LINEAR UPPER CABINETS BEHIND MENU BOARDS, NO CABINET DOORS. PROVIDE BACKING. 15 EXISTING I.T. CASEWORK TO REMAIN. CLIENT TO PROVIDE OWN I.T. INSTALL AND SERVICE. 16 34"H CASEWORK. 17 36"H CASEWORK. 18 NEW SEMI -RECESSED FIRE EXTINGUISHER CABINET, SEE DETAIL 19 NEW FLOOR SINK. El VERIFY TELEPHONE OUTLET/HOOK UP EXISTS. 47'-3 3/4" 6'-4""" 1,-0"" t9'-0" 10,-10" t25-11 7/8" 5 3/4" 000 ,It0 00 010, , T� MP 6606 66,01 100 ktiNtaVN 661 0050 04,0A,40,0x 000 000 00, 0 0 SvIe ?Y4'I5='0 x» 611 at at 0 E 0 04 ±17'-9" t1'-10 1/2" ±13'-2 7/8" 9'-3 1/2" t1'-5 5/8" 2'-0" 2-0 22'-9 1/2" 30'-0" FLOOR PLAN SCALE: 3/8" = 1'-0" 9'-4 3/8" C7 0-0 uct 0 GC TO VERIFY ALL DIMENSIONS PLAN NOTES A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. D. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. F. REFER TO SHEET A0.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. H. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. 0. NO WORK PROPOSED AT RESTROOMS P. PROVIDE POWER, DATA AND WATER FOR ALL EQUIPMENT AS REQUIRED REVIEWED FOR CODE COMPLIANCE APPROVED ►JUS. 18 2Q1T City of Tukwila BUILDING DIVISION WALL LEGEND SHADED WALLS INDICATE NEW WORK: FULL HEIGHT WALLS: 3-5/8" MTL STUDS (25 GA.) AT 16" O.C. WITH 5/8" GWB EACH SIDE TO UNDERSIDE OF STRUCTURE. (100A) LEGEND NOTES: 1. FURRING WALL: 5-1/2" METAL STUD (25 GA.) AT 16" O.C. WITH 5/8" GWB ON ON EXPOSED SIDE. NEW DOOR. REFER TO KEYS ON PLAN AND SEE DOOR SCHEDULE, SHEET A3.1. DOORS THAT ARE NOT DIMENSIONED ARE TO BE LOCATED A MIN. 4" FROM ADJACENT PERPENDICULAR WALL FINISH. EXISTING CONSTRUCTION TO REMAIN. GFI DUPLEX RECEPTACLE ABOVE COUNTER DUAL CRECEIT`l OF I�f 'EETUKWILA 1 V E D JUN 2 3 2017 PERMIT CENTER TELEPHONE OUTLET PROVIDE WATER RESISTANT GWB IN ALL WET AREAS, AND BLOCKING BEHIND ALL FIXTURES. 2. FURNITURE SHOWN ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT IN CONTRACT. U.O.N. 3. PROVIDE POWER FOR ALL EQUIPMENT AS REQUIRED. 7855 REGISTERED ARCHITECT Pedro A. de Magalhaes Castro STATE OF WASHINGTON U J J a Associates 0 c 0 O N s 0. O U 'O N W� c C Q) 0 0 `- o) 0 c C E2-'5 o -c U '5, Q) 0. 0 • 0Eallomcy..o5? p_ TO N . •N .0 O Ute'--, 'D `otOo NCNoocn � oEc 'O T .92 O ", 0 2.-0 a c0oocc '00 Uo� o. 'O 0.3.,0., 0 6.c o Oo 0 U C O 0 •- c p L E• �— — o ` o v) 7 0 O O N 0 O E E >,-(1 `v o-N� o o. O O O c N O 7 w O T c t U TZ tp) 0 p.... 'O N 0 O - O C L w+ f/I U t E o a�j•3.... � in o •. i 0 O+.. 0 0 ..�.+ L J 0 O "-„v,Uos E o -.N.. a-• ._. fn .0 O)� 0 N :a O U) o ° : ap ° . zz-02.°c», °r - -5.22 0 >,•” _ 0 0 L V) L U U L C2 0 o.0.0 o 0. cn ARCHITECTS CO� N 00 89 Cn O u)C) 0 Z _ O > -0 Q a) rt 00 M 00 00 � O M 090 co . V CN G M rr 00 00 �i N 0) F -- U J J 0. WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY 0 6/20/2017 0 17-065_A2.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH /6\ PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A2.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET FLOOR PLAN A2.10 O EQUIPMENT SPECIFICATIONS ITEM DESCRIPTION MFR -STYLE PRODUCT NUMBER REMARKS F.O.I.C. / F.C.I.C. / N.I.C. QTY. 1 WATER HEATER 50 GALLONS, INSTALL ABOVE MOP SINK IN BACK RM F.C.I.C. 1 2 GRAB AND GO COUNTER STRUCTURAL CONCEPTS HOU7452R-E3 N.I.C. 1 3 HEATED DROP IN DISPLAY CABINET HATCO GRCDH-2PD N.I.C. 1 4 POINT OF SALES SQUARE STAND SQUARE STAND FOR CONTACTLESS AND CHIP NO POS SHROUD NEEDED PER LANDLORD N.I.C. 2 5 COFFEE GRINDER NUOVA SIMONELLI MYTHOS PLUS PROFESSIONAL PROGRAMMABLE GRINDER W/ DYNO TAMPER MODEL #:652-032 N.I.C. 2 6 ESPRESSO MACHINE NUOVA SIMONELLI AURELIA II 3 COMES WITH UNDER COUNTER WATER FILTER N.I.C. 1 7 2 -DOOR UNDERCOUNTER REFRIGERATOR AVANTCO 178TUC48RHC N.I.C. 1 8 CHEESE BREAD WARMER AVANTCO 177CO28 208/240 N.I.C. 1 9 HAND SINK REGENCY 600DI12012 F.C.I.C. 3 10 BLENDER VITAMIX VITA -PREP 3 N.I.C. 3 11 DROP IN ICE BUCKET REGENCY 600DII1824 N.I.C. 1 12 COFFEE MAKER N.I.C. 1 13 COUNTERTOP OVEN TURBOCHEF SOTA N.I.C. 1 14 SANDWICH PREP TABLE TURBO AIR MST -28 N.I.C. 1 15 1 -DOOR UNDERCOUNTER FREEZER TURBO AIR MUF-28 N.I.C. 1 16 DIPPING CABINET EXCELLENCE INDUSTRIES EDC -8 N.I.C. 17 MERCHANDISE SHELVING DISPLAY N.I.C. 1 18 DISPLAY CASE FREEZER TRUE T-12FG-LD N.I.C. 1 19 3 -COMPARTMENT SINK w/ DRAINBOARDS REGENCY 600S31515215 NO WATER FILTER F.C.I.C. 1 20 MOP SINK EXISTING EXISTING 1 21 MICROWAVE N.I.C. 1 22 2 -DOOR REFRIDGERATOR TRAULSEN G20010 N.I.C. 1 23 ICE MAKER PRODIGY PLUS B330P N.I.C. 1 24 3 -DOOR FREEZER TRAULSEN G31310 N.I.C. 1 25 MICROWAVE TABLE N.I.C. 1 26 SMALL RINSE SINK 8" DIAMETER ONLY COLD WATER F.C.I.C. 1 27 KNOCKER CHUTE 8" x 8" SQUARE F.C.I.C. 1 28 STAINLESS STEEL CORNER GUARDS 48" TALL F.C.I.C. 29 STAINLESS STEEL CORNER GUARDS 84" TALL F.C.I.C. 30 GARBAGE RECEPTACLES 22"x22" N.I.C. 3 31 FLOOR SINK INSTALL BENEATH 3 - COMPARTMENT AND SMALL RINSE SINKS F.C.I.C. 2 ANN NIN P6 ANNAN. NNN !r„ 1b$01111=11 11014110110104/111 ,NN 110 100 \\\.\yvyvvv�\\\\� .41111.11V 1,4? AAN 440 Ow 40 4)1 AN NNANN OPEN SHELVING BELOW FOR EASE OF ACCESS 2'-5 1/2" 7'-6 3/8" EQUIPMENT PLAN SCALE: 3/8" = 'Mc 11411 3161c (61 40 110 10 GC TO VERIFY ALL DIMENSIONS PLAN KEY NOTES a o NEW CUSTOM CASEWORK (F.C.I.C). SEE DETAIL 36" DEEP x 8" WIDE STACKING CAVITY FOR SECURITY GATE. NOT USED. NOT USED. 2'-0" CIRCULAR PICK-UP TRAY FOR DRINKS AND FOOD. NEW CUSTOM PASTRY DISPLAY CASEWORK (F.C.I.C). PROVIDE LED STRIP LIGHTS. SEE DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 23 2017 PERMIT CENTER 17 3 0 -J J a Associates 0 714 CI) 0 0 0 a 0 U G.o�.) O • O ▪ .5, -6 0 oEooNENo-. c 01-5'O ' • c oE 5 a ooc��5.cc o C`OCC 0215 • No°°0_o°)o E Too 1'34') 21_ • °OCNNEO a>'ZLNN° >r..5.5 N Eoa�.. O "ma°°E .0NE �0o . �., � „ 4-001:542 :2-t 00 C y,, ° Q) 2 N` C (/) 54 w. Q O D O F. >• V L O O O O IA O-4 2 L O L C_ a :, ¢¢¢.z o' 3¢¢ E Ecco o ARCHITECTS CO N co 0) nz a) 0 z a) c co 10 co co co N 10co 0) 0 0) n3 -a 0 -�a Mo E U o(Ln)-ci-. co a o _C m U N '- Q x co0C ii a,0 co 6) co L) co co 10 N 115 1- r 0 Z ow � u) cn w> 0_ fl Xa. a F. oZ az WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY PLOT DATE: 6/20/2017 Z 17-065_A2.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH /6\ PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A2.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET EQUIPMENT PLAN PLAN A2.30 +1O'-0" A.F.F. HARD CEILING +8'-6" A.F.F. B.O. GWB SOFFI1 CIRCULAR PICK-UP TRAY _ELI_ 1 lVL 1�1I1 1111111 111111111111111111111111M1iii-�i--iaill LI -L1- -f L f I i-1- MEN IIIIIIIIIIIIIIII Ell 12'42111111111111111111111111111 12-0 Ihr, ALIGN 1 I. —111—LTJ�_1_---I c a I I LIT F L T l_C C J 1 I Z POCKET FOR FOLDING GRILLE DOOR 9'-O" C-4" 19'-5" 10'-4" 4'-1" INTERIOR ELEVATION SCALE: 1/2" = 1'-0" +10'-0" A.F.F. HARD CEILING +8'-6" A.F.F. B.O. GVVB SOFFI (6171) POCKET FOR FOLDING GRILLE DOOR POSTER BY OWNER CUSTOM PASTRY ENCLOSURE W/ OPEN SHELVING BEHIND r L -SHAPE ANGLE TO SECURE TRACK TO WALL AT EACH END. PROVIDE BACKING AT WALL. GC TO PROVIDE SHOP DRAWINGS BARN DOOR TRACK BY RUSTICA HARDWARE n MENU BOARDS TYP. 3/4" PLYWOOD W/ L -SHAPE 4" MTL. ANGLE 5 1/2" MTL. STUDS BRACE TO STRUCTURE CUSTOM PASTRY CASEWORK W/ OPEN SHELVING BEHIND INTERIOR ELEVATION SCALE: 1/2" = 1-0" LED STRIP LIGHTS GC TO PROVIDE SHOP DRAWINGS CIRCULAR PICK-UP TRAY +3'-7" A.F.F. T.O. DRINK PICKUP TRAY +3'-6" A.F.F. dib T.O. RAISED COUNTER +2'-10" A.F.F. T.O. POS COUNTER +3'-0" A.F.F. T.O. COUNTER b 11 3 REVIEWED FOR OODE COMPLIANCE APPROVED 'JUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 2 3 2017 PERMIT CENTER 7855 REGISTERED ARCHITEC Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates PLLC 0 C0' 0 0 N C0' a O 0 a) a) o .0O a) >+w U 0 O C 0 of a,3 JoNcNEOa N-�mLOUNT rO I-- ao- 'oCoD�8C6 e :cC �cCNa)O.NmCCU« ;Ic '-�eopJ° ;_oNc0cogp0aa)) V�oooU2NCU 8- C°2oc :6: oE° .0UO NoUCa).N a.N. E mUpO; NUou —127Dfn fn U C fn � L L'-° `O 0 .5 J •- . S L ° L C'O ¢QQ z`om e<E0.>, oa CI ARCHITECTS �t cu 1✓ C a o o E co l- f` c O (N713 0) a I— 0 N a) 0 U O N N WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY Z\ 6/20/2017 —PROVIDE CONTINUOUS BACKING 8 17-065_A6.10 BEHIND TRACK AND UPPER CABINETS +9.10 TYP. WB-, A A NH A PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: :(_= -T 1 1 T T I r S I e 1 1 r Ic FI ° f ` 7 _ _=Ir °_ J_c ,J-----1 ; a L ___C__-7.- ..j�. D _._ �_ ] -`F -1_ .J T I.I_ __1- r_ _._-!__ru_�_,.�__� �. ._f — L._T.-._.14111/ _f ri J 1 ■ _LTL___I__±Li_ __L.. _L_. _col_ .7L___ _Era _1_ 11. H 111111 IIIII Ili — L 31111111 MI IIIII Ell Mill I_ ow CI0 13 1♦��� 11 �� r` 'II jj I .....T.�S�..o��..c ...... I I //11- J 0 00 00 0 0 16 O 15 O 0 0 WP -1 �� ,,14 PLAM 1 V 1-7 3'-8" ..., 2 -0 2'-6'' / 3'-0" / 2'-' '-6" 3'-0' / 3'-0" 3'-0" / 3'-0" 1'—O" 3'-0" 5'-2" 34'-0" CUSTOM PASTRY CASEWORK W/ OPEN SHELVING BEHIND INTERIOR ELEVATION SCALE: 1/2" = 1-0" LED STRIP LIGHTS GC TO PROVIDE SHOP DRAWINGS CIRCULAR PICK-UP TRAY +3'-7" A.F.F. T.O. DRINK PICKUP TRAY +3'-6" A.F.F. dib T.O. RAISED COUNTER +2'-10" A.F.F. T.O. POS COUNTER +3'-0" A.F.F. T.O. COUNTER b 11 3 REVIEWED FOR OODE COMPLIANCE APPROVED 'JUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 2 3 2017 PERMIT CENTER 7855 REGISTERED ARCHITEC Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates PLLC 0 C0' 0 0 N C0' a O 0 a) a) o .0O a) >+w U 0 O C 0 of a,3 JoNcNEOa N-�mLOUNT rO I-- ao- 'oCoD�8C6 e :cC �cCNa)O.NmCCU« ;Ic '-�eopJ° ;_oNc0cogp0aa)) V�oooU2NCU 8- C°2oc :6: oE° .0UO NoUCa).N a.N. E mUpO; NUou —127Dfn fn U C fn � L L'-° `O 0 .5 J •- . S L ° L C'O ¢QQ z`om e<E0.>, oa CI ARCHITECTS �t cu 1✓ C a o o E co l- f` c O (N713 0) a I— 0 N a) 0 U O N N WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY Z\ 6/20/2017 0 17-065_A6.10 0 17-065 A A NH A PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A6.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET INTERIOR ELEVATIONS A6.10 CUT WOOD PANELS TO 0 36", 0 24",— AND 0 18" CIRCULAR CUTOUTS. RE -USE CUT CIRCLES TO INSTALL ON CEILING AND WALLS. PAINT GWB WALL W/ P-2) +10'-0" A.F.F. HARD CEILING +8'-6" A.F.F. f) 3 -3 OPENING TO BACK -OF -HOUSE (6) 1/2" TEMPERED GLASS SHELVING w/ METAL BRACKETS 2"x6" PARALLAM BEAM CIRCLE DETAIL LEGEND A DIAMETER: 3'-0" B DIAMETER: 2'-0" C DIAMETER: 1'-6" 1" 3 1/"2 X 9 1/2" PARALL2AM AM— B.O. GWB SOFFIT F' \ 1• CF -2) TYP. WP -1 3'-11" INTERIOR ELEVATION SCALE: 1/2" = 2"x6" PARALLAM BEAM +10'-0" A.F.F. HARD CEILING +9'-5" A.F.F. T.O. BEAM +8'-1 1/2" A.F.F. B.O. BEAM 5-6" 3 1/2" X 9 1/2" PARALLAM BEAM P-2 7, SS -1 2'-3" J +9'-5" A.F.F. T.O. BEAM +8'-1 1/2" A.F.F. 41, B.O. BEAM C CV A 3'-5'' 44 A, 1'-11" 22f 1'-11" XX 21" CV 6'-111" CUT WOOD PANELS TO 0 36", 0 24", AND 0 18" CIRCULAR CUTOUTS. RE -USE CUT CIRCLES TO INSTALL ON CEILING AND WALLS. PAINT GWB WALL W/ CUT THROUGH WOOD PANELS AND OSB. RE -USE CIRCULAR WOOD PANELS. +2'-10" A.F.F AL T.O. COUNTERTOP STAINLESS STEEL ENCLOSURE (ONLY THE FRONT PANEL). LINE THE WALL WITH FRP BELOW COUNTERTOP. TRASH/RECYCLE/COMPOST BINS INSIDE GC TO PROVIDE SHOP DRAWINGS +10'-0" A.F.F. HARD CEILING +8'-6" A.F.F. B.O. GWB SOFFIT CIRCULAR PICK-UP TRAY a, \ \ 1/2" TEMPERED GLASS SHELVING w/ METAL BRACKETS 3'-0" 6'-5" GC TO PROVIDE SHOP DRAWINGS ENTRY CASEWORK ELEVATION SCALE: 1/2" = 1'-0" PICTURE COLLAGE +3'-6" A.F.F. T.O. COUNTERTOP 1'-2" INTERIOR ELEVATION SCALE: 1/2" = 1• \ KITANDA LOGO i73 REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 232017 PERMIT CENTER 7855 REGISTERED ARCHITEfF Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates PLLC ° a) 2 0 N 0 _C a 0 0 0 000 T"_ 0 000) a O C aE� C•- 0) 0 Do O • 0 u W� C C 0) 0) 0) `•- 0) 0) C C O O LLL O -.r 00-5,0-60- 70 0'5 a) N a�-'.a+.. 0 1 E v) M C p a °) T � C O— N "' O C 7 O .0 O O p E C N a a> Lac CL ° °)..�� a as o c rn 'a c2oocc co rnc>, ooj a3 �;°o 0) O CO ° 0) 'o O -C >. O ° ° O —00)02 Ul ,=p 0) o °E .0 • 0 C C° C C O U !! ! o .o moo T" 2 .p N 0) a� T_C ° c ` .` fn E°aJ3 v6 0) 0) ..L_. 3 ` a J 0) _ p O_ O N O N +' O O as o p"•' C fj, 0 �" m°°E L O O O i C C C; p d fan 8 2 C fan o8.022 N- a) ° E O O M a co V Lo� - CC v) CD f° o M• co co N I- U J J 0 Associates C O 0) 0 0 0) a O 0 WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY A 6/20/2017 A 17-065_A6.10 JOB NUMBER: 17-065 AA A NH /6\ PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A6.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET INTERIOR ELEVATIONS A6.20 DOOR SCHEDULE DOOR# ROOM NAME SIZE (WxH) (SINGLE) VS. (P)AIR DOOR MATERIAL THICK REMARKS 1005A DINING 24' x 10' ALUM DYNAMIC SIDE FOLDING ROLLING SECURITY GRILLE, MODEL 5126, BRICK PATTERN 1005B RESTROOM EXIST S DOOR TYPES: SCALE: 1/4" = 1'-0" PER SCHEDULE PER SCHEDULE r -- PER SCHED KITANDA SIGNAGE BY OTHERS. MAX. SIZE ALLOWABLE 1 STOREFRONT ELEVATION SCALE: 1/2" = 1'-0" SCHEDULE NOTES GENERAL SCHEDULE NOTES: A. FIELD VERIFY EXISTING FRAME SIZES. B. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 24" OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A.F.F., AND; OPENINGS MEETING ALL OF THE FOLLOWING: 1. BOTTOM EDGE LESS THAN 18" FROM FLOOR. 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR. 3. GLASS AREA GREATER THAN 9 SQUARE FEET. 4. WALKING SURFACE WITHIN 36" OF THE GLASS UNIT. OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLAN, SHEET A2.1 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN EXIT DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS 11 -IAN 1" HIGH ON A CONTRASTING BACKGROUND. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. BARRIER FREE ENTRANCE EQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE. FLOOR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT MORE THAN 1/2" INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT. F. NEW SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS TO ALLOW FOR B/S DOOR TRIM, U.O.N. G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. HARDWARE SCHEDULE NOTES: A. ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDELINES. B. ALL CLOSERS TO BE LOCATED ON INTERIOR OF SPECIFIED ROOM. C. ALL NEW HARDWARE PER B/S STANDARDS AND CODE REQ. G.C. TO ASSESS AND REUSE (E) INVENTORY OF DOORS AND HARDWARE. D. ALL FINISHES TO BE SATIN CHROME OR S.S.. REFER TO FLOOR PLAN FOR RH OR LH SWING. 173 REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 232017 PERMIT CENTER 7855 REGISTERED ARCHITECT Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates PLLC O a) 0 0 N 0 N 0 s 0' n 0 0 o E� UooOJ V a' co ..- 6 Q Cd ca C u- m ) c3 °' co N co 0 i "•1 o, T 0n I— 0 WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY A 6/20/2017 A 17-065_A6.10 JOB NUMBER: 17-065 AA 01'4 A. NH 0-0" i- PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: �1,8n 01-0 r - .r' - \ I I I _ I 91'-0" P-2 QQ @ L J TYP. (15.4 WP-, 0 I 0 `g 1,0' 2'-11 9/16" 21'-5 1/4" 2'-7" / / / / 26'-11 13/16" / / 1 STOREFRONT ELEVATION SCALE: 1/2" = 1'-0" SCHEDULE NOTES GENERAL SCHEDULE NOTES: A. FIELD VERIFY EXISTING FRAME SIZES. B. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 24" OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A.F.F., AND; OPENINGS MEETING ALL OF THE FOLLOWING: 1. BOTTOM EDGE LESS THAN 18" FROM FLOOR. 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR. 3. GLASS AREA GREATER THAN 9 SQUARE FEET. 4. WALKING SURFACE WITHIN 36" OF THE GLASS UNIT. OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLAN, SHEET A2.1 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN EXIT DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS 11 -IAN 1" HIGH ON A CONTRASTING BACKGROUND. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. BARRIER FREE ENTRANCE EQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE. FLOOR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT MORE THAN 1/2" INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT. F. NEW SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS TO ALLOW FOR B/S DOOR TRIM, U.O.N. G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. HARDWARE SCHEDULE NOTES: A. ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDELINES. B. ALL CLOSERS TO BE LOCATED ON INTERIOR OF SPECIFIED ROOM. C. ALL NEW HARDWARE PER B/S STANDARDS AND CODE REQ. G.C. TO ASSESS AND REUSE (E) INVENTORY OF DOORS AND HARDWARE. D. ALL FINISHES TO BE SATIN CHROME OR S.S.. REFER TO FLOOR PLAN FOR RH OR LH SWING. 173 REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 232017 PERMIT CENTER 7855 REGISTERED ARCHITECT Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates PLLC O a) 0 0 N 0 N 0 s 0' n 0 0 o E� UooOJ V a' co ..- 6 Q Cd ca C u- m ) c3 °' co N co 0 i "•1 o, T 0n I— 0 WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY A 6/20/2017 A 17-065_A6.10 JOB NUMBER: 17-065 AA A. NH STATUS: PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: - 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A6.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET DOOR SCHEDULE & STOREFRONT ELEVATION A7.10 UNDERSIDE OF STRUCTURE 8 PAF AT 16" O.C. STEEL RUNNER CUT TOP EDGE OF GYP. BD STRAIGHT & TRUE SEE RCP FOR HEIGHT 00 SUSPENDED ACOUSTICAL 11LE (WHERE OCCURS) INSULATION WHERE OCCURS 5/8" GYPSUM BOARD BOTH SIDES U.O.N. MTL. STUD. REFER TO WALL LEGEND FOR WALL TYPES. 3-5/8" 25GA RUNNER TRACK W/ #8 POWDER DRIVEN NAIL ®16" O.C. BASE PER SCHEDULE FINISH FLOOR FULL HEIGHT PARTITION SCALE: 3" = 1'-0" EXISTING WALL STUD EXISTING GWB RECLAIMED WOOD PANEL w/ FINISH NAIL TO 3/4" OSB 3/4" OSB LED STRIP LIGHT CUT OUT DETAIL W/ LIGHT & GRAPHICS SCALE: 3" = NOTE: INSTALL LED STRIP 1 1/4" x 1 1/4" TYP. STAINLESS POST 1/2" TOP GLASS 2'-0" LIGHTING UNDER SHELVES NO. DATE BY PLOT DATE: 6/20/2017 Z\ 17-065-A6.10 JOB NUMBER: 17-065 A A NH STATUS: PERMIT SET ISSUE DATES DESIGN APPROVAL: SLIDING 1/4" DOOR ON FROSTED GLASS S.S. "U" TRACK BID DOCS: CONSTR. DOCS: 1 1/4" X 1 1/4" TYP. HORIZ. GLASS SUPPORT 10 1/4" VERT. GLASS 9.10 ■ II ■I ■ ■ ' 'I 1 / A 6'-5 1/2" FROSTED GLASS PANEL 2 1/2" x 1/4"-' L—PLAM FLUSH W/ STAINLESS FLAT BASE STAINLESS FLAT BASE GT -1 3/4" PLYWOOD 3/4" x 2 1/2" HARDWOOD WEB FRAME, TYP. CHROME PULLS, TYP. 3/4" PLYWOOD SHELF WITH BLACK MELMINE VENEER. LINE OF STOP FRAME RECESSED SHELF STANDARDS 3/4" PLYWOOD DOOR. ALL EXP. SURFACES TO BE P.LAM. TOPSET BASE 2x4 WOOD STRETCHERS AT 2'-0" O.C. FROSTED GLASS PANEL 2" THICK SOLID SURFACE ATTACHED TO CASE CUSTOM PASTRY CASEWORK PLAN SCALE: 1" = 1'-0" 3'-0" 14 i NOTE: ALL INTERIOR EXPOSED FINISHES TO BE BLACK MELAMINE VENEER. 1 N CV CASEWORK DETAIL SCALE: 1 1/2" = 1/2" GLASS COUNTER 3/4" ROUND SCREW—LI TO SECURE GLASS 1/4" GLASS—) 1 1/4" STAINLESS STEEL POST Sc HORIZ. SUPPORT 1/4" GLASS SHELF \ \ 2 1/22 It 1/4" STAINLESS FLAT BASE* 3/4" PLYWOOD ` 3/4" x 2 1/2" HARDWOOD WEB FRAME, TYP. WR1 CHROME PULLS, TYP. 3/4" PLYWOOD 3/4" PLYWOOD SHELF WITH BLACK MELMINE VENEER. LINE OF STOP FRAME RECESSED SHELF STANDARDS 3/4" PLYWOOD DOOR. ALL NOTE: ALL INTERIOR EXPOSED FINISHES TO BE BLACK MELAMINE VENEER. l! / EXP. SURFACES TO BE P.LAM. TOPSET BASE 2x4 WOOD STRETCHERS AT 2'-0" O.C. \\ 2'-0" \ PROVIDE BRACING TO CEILING STRUCTURE 8'-6" A.F.F. 14-1 GWB SOFFIT 2'-0""" GWB PAINTED BLACK 3-5/8" METAL STUD SECURED TO CEILING STRUCTURE AT 24" O.C. 1-1/8" COUNTERTOP ON 3/4" PLYWOOD 3/4" PLYWOOD W/ P -LAM (ALL EXPOSED SURFACES) STAINLESS STEEL CONTINUOUS SLIDING DOOR TRACK 1/4" SLIDING DOORS OPAQUE GLASS SLIDING DOOR HANDLE OF GROMMETS 5 1/2" METAL STUD AT 16" O.C. 5/8" GWB PAINTED WHITE 11 RAISED COUNTER BEYOND SHIM AS REQD. TO INSTALL COUNTERTOP RECLAIMED WOOD PANEL METAL STUDS 4" RUBBER BASE LED STRIP LIGHT 4" STAINLESS STEEL BASE SEALED CONC. FLR. 2x4 BLOCKING SALES COUNTER AND SOFFIT SCALE: 3/4" = 1'-0" 3'-1" 12 9.10 c CV CA0005. DWG REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 18 2017 City of Tukwila BUILDI.NaQIVI Q?I 3/4" PLYWOOD W/ PLAM L -SHAPE ADJUSTABLE SHELF 1'-1 3/4" 1'-11 1/4" 3'-1" WP -1 OVER PLYWOOD 1/2" FROSTED GLASS PANEL 1/2" TEMPERED GLASS SHELVING w/ METAL BRACKETS (SEE INTERIOR ELEVATION FOR HEIGHT OF SHELVING) D« POST © 5'-0" O.C. 2 1/4" 1'-4"" 2x6 W/ ND 3/8" x 3" MTL. ND a a \ a OVER 3/4" PLYWOOD 1 1/2" x 1 1/2" BRACKET CO 2'-6" O.C. a d PARTIAL MTL. ISOMETRIC VIEW BAR HEIGHT TABLE DETAIL SCALE: 1" = REFER TO WALL LEGEND FOR WALL TYPES METAL BRACKET CONTINUOUS BACKING ALONG TRACK CABINETS ARE 1" SMALLER THAN 1116A & CASEWORK /iii MENU BOARDS AT ALL SIDES 3/4" X 2 1/2" HARDWOOD BACK WEB FRAME FASTENED TO STUDS 3/4" PLYWOOD 20"Lx30"H MENU BOARD HUNG ON BARN DOOR TRACK 3/4" PLYWOOD SHELF WITH BLACK MELAMINE BLACK MELAMINE AT ALL SIDES, INTERIOR AND EXTERIOR RECESSED SHELF STANDARDS 7 1'-0" "L" SHAPED METAL ANGLE SECURED TO CABINET ® 3 CABINETS 1x BLOCKING. MATCH WIDTH w/ BARN TRACK BARN DOOR HARDWARE BY RUSTICA HARDWARE BARN DOOR TRACK BY RUSTICA HARDWARE SECURE BLOCKING TO WALL w/ L SHAPED METAL ANGLE - LACK PVC EDGE 1" X 1" METAL ANGLE in THICK AT ALL (4) SIDES, TYP. MENU BOARD w/ CABINET DETAIL SCALE: 1 1/2" = 1'-0" 1 1/4" STAINLESS STEEL POST & HORIZ. SUPPORT 1/2" GLASS COUNTER 1/4" GLASS SHELF 2 1/2" 1/4" STAINLESS FLAT BASE* 3/4" PLYWOOD 3/4" x 2 1/2" HARDWOOD WEB FRAME, TYP. CHROME PULLS, TYP. 3/4" PLYWOOD 3/4" PLYWOOD SHELF WITH BLACK MELMINE VENEER. LINE OF STOP FRAME RECESSED SHELF STANDARDS 3/4" PLYWOOD DOOR. ALL NOTE: ALL INTERIOR EXPOSED FINISHES TO BE BLACK MELAMINE VENEER. EXP. SURFACES TO BE P.LAM TOPSET BASE 2x4 WOOD STRETCHERS AT 2'-0" O.C. (-)CUSTOM PASTRY CASEWORK SECTION CUSTOM DISPLAY CASEWORK PLAN SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 3/4" PLYWOOD W/ PLAM U -SHAPE BOX 3/4" ADJUSTABLE PLAM SHELF IVED UKWILA. JUN 232017 PERMIT CENTER CUSTOM DISPLAY CASEWORK SECTION SCALE: 1 = 7855 REGISTERED ��CT Pedro A de Magalhaes Castro STATE OF WASHINGTON U -J J 0 Associates C 0 0 0 O N 0 0. O U 0 0 0 •° 0 l;o� oEo;101:621:0b-c>-0 � aVi a o NVT�0C�2122- 1 �'°E6°0a>• °oaNa c5,61 O`'- w°E T U O 3'00 a 0 L C �.++CC...OC U°°°i v��c�°,_° L�`Ea.�mo0000O +viUp m ... 0 LO 0°- p p C y0m°Nuo"�00mCarL_Ct ,55171E U N•- U L L t O L N° 0 0 "° 0 <<< z 0 0 L 3¢ E 0.0.000_ U • O 00 U F01 ARCHITECTS c oo E -J 1-0 6rn v co O CO .0 te .0 C�^U N cci��2Q ci x 12 g coo g E� Ec N , N Er o 0 -,_, .:1- °' 76 0 i- U U Z ow � (/) cn w w > ct0 Xa w � Q� z az w WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY PLOT DATE: 6/20/2017 Z\ 17-065-A6.10 JOB NUMBER: 17-065 A A NH STATUS: PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065-A6.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET INTERIOR DETAILS A9.10 NOTES: 1. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM ® 12'-0" O.C. BOTH WAYS WITH (MIN.) NO. 12 ASCE 7-10, ASTM C635, ASTM C636 AND ASTM E580. 2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' O.C. IN THE FIRST POINT WITHIN 6' FROM EACH WALL. 3. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' O.C. MAXIMUM. 4. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803.9. 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROM 6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 7. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS 8. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING. GAUGE WIRES PER BOTH DIRECTIONS WITH TWO ADJACENT WALLS BE INDEPENDENT OF DED. 45° NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. 12 G.A. VERT. HANGER WIRE 4'-0" O.C. BOTH WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2" OF CROSS TEE INTERSECTION & SPLAYED 90" FROM E.A. OTHER 12'-O" O.C. IN BOTH DIRECTIONS W/FIRST POINT 45° WITHIN 4'-O" FROM EA. WALL. A LATERAL FORCE BRACING MAIN RUNNER CROSS TEE ATTACHED 2" WALL MOLDING MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL COMPRESSION STRUTS EMT CONDUIT 1/2" EMT CONDUIT 3/4" EMT CONDUIT 1" EMT CONDUIT METAL STUDS SINGLE 1-5/8" x 33 MIL STUD BACK-TO-BACK 1-5/8" x 33 MIL STUDS SINGLE 2-1/2" x 33 MIL STUD BACK-TO-BACK 2-1/2" x 18 MIL STUDS UPTO5'10" UP TO 7' 8" UPTO9'9" UP TO 12' 0" UP TO 15' 0" UP TO 13' 6" UPTO15'0" NOTE: PLENUM AREAS GREATER THAN 15' 0" HIGH WILL REQUIRE ENGINEERING CALCULATIONS FOR COMPRESSION STRUTS 0 B 12 GA. VERT. VIRE (TYP.) 3 TURNS MIN. (TYP.) MAIN RUNNER OR CROSS TEE PROVIDE 3/4" SPACE 0 OPP. WALL ACOUS. TILE 8" MAX 1, N) 1-1 2" PERIMETER WALL ANGLE ATTACH MEMBERS 0 PERIMETER & TWO ADJ. WALLS ONLY. VERTICAL WIRE SPACING ARMSTRONG MAIN BEAM MIN. 2" MIN. 3/4" AT UN—ATTACHED WALLS ARMSTRONG ANGLE MOWING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE MIN. 3/4" AT UN—ATTACHED WALLS 0 ARMSTRONG MAIN BEAM ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE PERIMETER COMPONENTS TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS SCALE: N.T.S. ARMSTRONG CROSS TEE COMPRESSION STRUT 5'. COMPRESSION POST POP -RIVET THIS SIDE ONLY FACIA MOLDING PER MANUFACTURER 0 0 0 D #12 HANGER WIRE ARMSTRONG MAIN BEAM 1-1/2" SEPARATION JOINT CHANNEL MOLDING 12 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. 12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. 60' MAX. TYP. CROSS TIE RECESSED FLUORESCENT FIXTURE MAIN STRUCTURAL RUNNER 4'-O" O.C. TYPICAL LIGHT FIXTURE BRACING 45' REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2a11 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 2 3 2017 PERMIT CENTER of7 3 kf REGISTERED ARCHITECT Pedro A. de Magalhaes Castro STATE OF WASHINGTON 0 -J J d Associates C 0 a) 01 0 Copyright © 2017 CoE• OTCC •TC -s: 7„.' "OEOC OOU°>caXO • oVJa'vOaoN , Ll•O-OOaCc3 EL.�.a2Om7ON.+, �LpcOm°OC: ° 0 EOo.0°aa -S OL- a C2owO(.Q) Uc C• C O'C• .+UE793..e."3 °N'°7 Vg oSU0n3 fo i- (2 E O ti U) •(U O 7 7 O U 7 <<<z o a a� a¢ E 0.00 o a al U W H a) cI N 2 LCA a co 00 coo Cr) N cn 0 E U U CD L CO CO a) Co E LC) M CO CO N CD I— U J J d Associates C 0 a 0' 0 0 0 rn 0 0 0 U Z 0 w u) cn w w > cto.O w n' Q� oz az w WESTFIELD SOUTH CENTER 2800 SOUTHCENTER MALL SUITE 1005 SEATTLE, WA 98188 REVISIONS NO. DATE BY. Z\ 6/20/2017 0 17-065_A6.10 A. 17-065 A A. NH /6\ PERMIT SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 6/20/2017 CAD FILE: 17-065_A6.10 JOB NUMBER: 17-065 CHECKED: DRAWN: NH STATUS: PERMIT SET INTERIOR DETAILS A9.20