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Home My WebLink AboutPermit D19-0386 - CREPE LEGEND - INTERIOR IMPROVEMENTCREPE LEGEND 516 SOUTHCENTER MALL Apn: 9202470010 FINALED 05/25/2021 D19-0386 City of Tukwila Department of Community Development �6300 Southcenter Boulevard, Suite #100 Zv Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 9202470010 Address: 516 SOUTHCENTER MALL Project Name: CREPE LEGEND Permit Number: D19-0386 Issue Date: 2/21/2020 Permit Expires On: 8/19/2020 Owner: Name: Address: Contact Person: Name: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 CLOVER SCHULER Address: 8383 158TH AVE NE , REDMOND, WA, 98052 Phone: (425) 885-4300 Contractor: Name: C D CONSTRUCTION DESIGN LLC Phone: (206) 466-9753 Address: 14150 125TH AVE NE , KIRKLAND„ WA, 98034 License No: Lender: Name: Address: CDCONDC823N8 TENANT FINANCED ! 1 I Expiration Date: DESCRIPTION OF WORK: 1034 SF INTERIOR TENANT IMPROVEMENT FOR NEW RESTAURANT SPACE INCLUDING NEW WALLS, DOORS, SERVER Y/PREP AREA AND SEATING AREA. Project Valuation: $75,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IA Electrical Service Provided by: TUKWILA Fees Collected: $2,189.39 Occupancy per IBC: A-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: [hannelimdon/Sh[ing: [urb[ut/Acces$Sidewm|k: Fire Loop Hydrant: Flood Control Zone: Hau|inX/OversizpLoad: Land Altering: Volumes: Cut: O Fill: O Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: .^,-^.'^^.^..� m. ."pm """`".� .`" , � . .... . Permit Center Authorized Signature: (/`~~" Date: ~ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance o/work. |amauthorized tosign and obtain this development permit and agree tuthe conditions attached tothis permit. Signature: Print Name: -�_-l/��-l�. Date: ~ ~- 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 orabandoned for aperiod ofl80days from the last inspection. PERMIT CONDITIONS: 1: 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. 2: 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. 3: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Tab|pl7OS3. 4: The special inspections for steel elements ufbuildings and structures shall berequired. All welding shall be done byaVVashin�tonAssodahonofBuilding O�icia|[e�i�edwelder. 5: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE7,Chapter 13. 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 toopening ordoing any food processing. Arrangements for final Health Department inspection shall bemade bycalling Seattle/King County Department ufPublic Health, (l'8DO'3ZS'6265ext9'566),atleast three working days prior to desired inspection date. On, work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 8: Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure isinaddition to any requirements for special inspection. 29: 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 isaltered, remodeled oradded to. Alterations to fire protection systems shall bedone inaccordance with applicable standards. (|F[901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide, (NFP4l3'8.6.S33) 26: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ofdrawings prior tuinstallation nrmodification. New sprinkler systems and all modifications tosprinkler systems involving more than 5Uheads shall have the written approval ofFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. Z436). 30: AMre alarm system is required for this project. The fire alarm system shall meet the requirements of NfP.A.72and City Ordinance #2437. 32: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition ofaudible/visual notification devices, (City Ordinance #24S7) 31: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nowork shall commence until ofire department permithas been obtained. (City Ordinance #Z437)(|FC9U1.2) 33: An electrical permit from the City ofTukwila Building Department Permit [enter (206'431'3670) is required for this project. 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803l1 of the International Building Code. 35: Post address onstorefront per approved Westfield standards. 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building.Cocles does not imply approval ofsuch condition urviolation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line; (%O6)43O'9]SO 1700 BU>LD|NGF|NAL*~ 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 2000 GAS PIPING FINAL OGOG GLAZING 0502 LATH/GYPSUM BOARD 1800 MECHANICAL FINAL 1900 PLUMBING FINAL AIMS 9: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. lO: 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 |nthe State ofWashington. Periodic special inspection isrequired during anchorage ofstorage racks 8feet orgreater inheight. ll: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. lZ: 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. l]: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (ZOG43I'367U). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tnbeapermit for or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not hevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction o/errors in the construction documents and other data. 17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (Z06/4]l'3G7O). 20: The total number cffire extinguishers required for anordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l,50Osq. ft. ofarea. The exbnQuisher(s)should beofthe "All Purpose" (3A_4OBI)dry chemical type. Travel distance tuany fire extinguisher must be75'nrless. (|FC 9063)(NFPA10,5.4) 18: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately avai|ab|efor use. These locations shall bealong 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. (|F[9O6.5) 19: Fire extinguishers require monthly and yearly inspections. They must have atag o,label securely attached that indicates the month and year that the inspection was performed and shall identify the company nr person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections o/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) Zl: Maintain fire extinguisher coverage throughout. 23: Egress doors sha!|bereadily openab|efrom the egress side without the use ofakey orspecial knowledge or effort. (|F[lUl8l9) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle isengaged from inside the tenant space. (|F[Chapter 1O) 34: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: 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 CITY OF TUKW 1 Community DevelopnharniDepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe No. Dial Project No. q Date Application Accepted: la-- Date Application Expires: 10 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 920247-0010 Site Address: 516 Southcenter Mall Tenant Name: Crepe Legend Suite Number: 588 Floor: 1 PROPERTY OWNER Name: Westfield Southcenter Address: 4905 Old Orchard Center #060 City: Skokie State: m Zip: 60077 CONTACT PERSON — person receiving all project communication Name: Clover Schuler Address: 8383 158th Ave NE City: Redmond State: WA zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: clover@magellanarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: j Yes LI .. No ARCHITECT OF RECORD Company Name: Magellan Architects Architect Name: Pedro Castro Address: 8383 158th Ave NE City: Redmond State: WA Zip: 98052 Phone: Fax: (425) 885-4300 (425) 885-4303 Email: ENGINEER OF RECORD Company Name: N/A 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: Self Financed Address: City: State: Zip: HAApplicationsWorms-Applications On Line \ 2011 Applications \ Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PER T INFORMAT ONO106-431-.3670 Valuation of Project (contractor's bid price): $ 75,000 Describe the scope of work (please provide detailed information): 1,034 SF INTERIOR TENANT IMPROVEMENT FOR NEW RESTAURANT SPACE INCLUDING NEW WALLS, DOORS, SERVERY/PREP AREA AND SEATING AREA. Will there be new rack storage? El Yes Existing Building Valuation: $ No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 1,034 IA A-2 rI 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? Ej Yes 1 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm 0 None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes El No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Apphcatlons On Line \ 2011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO TION — 206-433-0179 Scope of Work (please provide detailed information): No scope of work required for this. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila 0-..Water District #125 E] ...Water Availability Provided Sewer District 0 ...Tukwila D ,..Sewer Use Certificate 0.. Valley View 0...Sewer Availability Provided ▪ Highline .. • Renton O .. Renton .. Seattle Septic System: O 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): O ...Civil Plans (Maximum Paper Size - 22" x 34") CI ...Technical Information Report (Storm Drainage) O ...Bond El .. Insurance Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours D ...Right-of-way Use - No Disturbance ..▪ .Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 D ...Total Cut El -.Total Fill cubic yards cubic yards ▪ Geotechnical Report .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis 0 ...Hold Harmless - (SAO) 0 -Hold Harmless - (ROW) o .. Right-of-way Use - Profit for less than 72 hours D .. Right-of-way Use - Potential Disturbance o .. Work in Flood Zone o .. Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor 0 ...Cap or Remove Utilities D .. Curb Cut El .. Channelization El ...Frontage Improvements 0 .. Pavement Cut D .. Trench Excavation 0 ...Traffic Control 0.. Looped Fire Line 0 .. Utility Undergrounding O ...Backflow Prevention - Fire Protection ,, Irrigation Domestic Water 0 ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size 17 WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private El FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ..• .Water D ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: State Zip City 1-3:1Applicationfforms-Applications On Line \ 2011 ApplicationsTermit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT• HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY /HE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU G t RIB' I AGENT: Signature: Date: 12/06/2019 Clover Schuler 4 66CP4. j(P Print Name: Day Telephone: Mailing Address: 8383 158th Ave NE #280 Redmond City WA 98052 State Zip \ Applications \Forms -Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Page 4 of 4 Receipt Number DESCRIPTIONS I ACCOUNT I QUANTITY :, . ,..., PermitTRAK PAID . $1,361.83 D19-0386 Address: 516 SOUTHCENTER MALL Apn: 9202470010 $1,361.83 DEVELOPMENT $1,298,17 PERMIT FEE R000.322.100.00.00 0.00 $1,273.17 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $63.66 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R20218 ... R000.322.900.04.00 0.00 $63.66 $1,361.83 Date Paid: Friday, February 21, 2020 Paid By: C D CONSTRUCTION DESIGN LLC Pay Method: CHECK 1215 Printed: Friday, February 21, 2020 11:08 AM 1 of 1 SYSTEMS Receipt Number 49241 DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID 019-0386 Address: 516 SOUTHCENTER MALL Apn: 9202470010 $827.56 $827.56 DEVELOPMENT PLAN CHECK FEE TOTAL'FEES PAID BY RECEIPT: R19241 R000.345.830.00.00 0.00 $827.56 $827.56 $827.56 Date Paid: Monday, December 09, 2019 Paid By: MAGELLAN ASSOCIATES PLLC Pay Method: CHECK 3459 Printed: Monday, December 09, 2019 8:38 AM 1 of 1 SYSTEMS Permit Number: D19-0386 Applied: 12/9/2019 Approved: 1/4/2020 Issued: 2/21/2020 Finaled: 5/25/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: CREPE LEGEND Site Address: 516 SOUTHCENTER MALL City, State Zip Code:TUKWILA, WA 98188 Applicant: CREPE LEGEND Owner: WESTFIELD PROPERTY TAX DEPT Contractor: C D CONSTRUCTION DESIGN LLC 1034 SF INTERIOR TENANT IMPROVEMENT FOR NEW RESTAURANT SPACE INCLUDING NEW WALLS, DOORS, SERVER Y/PREP AREA AND SEATING AREA. WY CO lia,1 CTIO S SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS GAS PIPING FINAL Bill Centen Notes: GLAZING Bill Centen 2068877700 Notes: EMERGENCY LIGHTING Jim Benner Notes: 12/9/2020 AM 12/9/2020 FRAMING Bill Centen NOT APPROVED 2068877700 Notes: Not ready. Waiting on electrical 12/30/2020 SPRINKLER COVER AARON JOHNSON APPROVED Notes: per F20-0178: Cover and Final Approved on 12/30/20 12/30/2020 SPRINKLER FINAL AARON JOHNSON APPROVED Notes: per F20-0178: Cover and Final Approved on 12/30/20 2/10/2021 AM 2/10/2021 FRAMING Bill Centen NOT APPROVED 2068877700 Notes: 1. Need Electrical cover approval. 2/24/2021 2:00 PM 2/24/2021 GLAZING Lee Sipe NOT APPROVED 2068877700 Notes: Anytime after 1:00 Called no one on site. Printed: Thursday, 07 October, 2021 1 of 2 1-1 SUPERION Permit ~^~~o~`~`~t~~~~^~^ City of ~~nu� ��o Tukwila knocked nnanswer at door, 2/24/2021 rm 2/2*/2021 ' FRAMING Lee Sipe mOTAPPROVED 2068877700 Notes: Called noone onsite. knocked nnanswer atdoor. 2/24/2021 pxx 2/24/ LATH—GYPSUM�uzLATH—GYPSUMLee nownn Sipe m0TAPpn0vso 20*8877700 Notes: Called nuone unsite. knocked no answer at door. 2/25/2021 2/25/2021 GLAZING Bill oi||Cen,cn APPROVAL Not applicable Notes: AM INSPECTION AM INSPECTION N/A 'mnGlazing being installed inthis space. 2/25/2021 2/25/2021 pnAm|m5 eU|cenum APPROVED 2068877780 Notes: 2/25/2021 2/25/ �oaz �r''_GY�uM Boxno oiOcenten xppnovso 2008877700 Notes: AM INSPECTION 4oZ/ZV�z u�O0 AM nnsoP[xxx� p|mAi xAnoN)OHw3ow mmec 4/29/2021 AM 4/29/2021 MECHANICAL FINAL Ted Christie APPROVED 2068877700 wmeo 5/3/2021 Am 5/3/2021 PLUMBING FINAL Damn Graham xPpnovso 2068877700 Notes: S/25/2021 AKA 5/25/2021 amum|wSF|wAL** Ted Christie APPROVED 2068877700 Printed: Thursday, V7October, 3VZ1 2of2 gERM!T COORD COPY ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0386 DATE: 12/10/2019 PROJECT NAME: CREPE LEGEND SITE ADDRESS: 516 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ON 0 t ICI ding vivision iAl'Aii Public Works Fire Prevention Structural A-m A* 1 voM • n 4\\Q\ Planning Division Permit Coordinator r PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Denied (ie: Zoning Issues) (corrections entered in Reviews) Approved with Conditions DUE DATE: 1/9/2020 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Laker Ilflpsj/Inwa.qcv) Contractors C D CONSTRUCTION DESIGN LLC Owner or tradesperson Principals ZHAO, LONG, PARTNER/MEMBER HUANG, JUNCHENG, PARTNER/MEMBER (Doing business as C D CONSTRUCTION DESIGN LLC WA UBI No. 604 263 987 14150 125TH AVE NE KIRKLAND, WA 98034-1529 206-466-9753 KING County Business type Limited Liability Company Governing persons JUNCHENG HUANG LONG ZHAO; 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. CDCONDC823N8 Effective — expiration 08/29/2018— 08/29/2020 Bond Western Surety Co Bond account no. 63735852 $12,000.00 Received by L&I Effective date 08/29/2018 07/24/2018 Expiration date Until Canceled Insurance Berkley Assurance Company $1,000,000.00 Policy no. VUMB0181571 Received by L&I Effective date 08/05/2019 08/06/2019 Expiration date 08/06/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH LANDLORD'S TENANT DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES AND REGULATIONS. ALL CONTRACTORS SHALL OBTAIN A COPY FROM LANDLORD'S TENANT COORDINATOR OR MALL FACILITIES MANAGER AND BECOME FAMILIAR WiTH THE REQUIREMENTS CONTAINED V41HIN PRIOR TO START OF JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WiTH CODES AND ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. 2 TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO COMMENCEMENT OF TENANTS CONSTRUCTION. ANY VARIANCES BETWEEN THESE APPROVED PLANS, LANDLORD PROVIDED LOD AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COSTS ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. 3. TENANT GC REQUIRED TO CONDUCT A PRE -CONSTRUCTION MEETING AT A MINIMUM 3 DAYS PRIOR TO START OF CONSTRUCTION WITH FACILITIES MANAGER AND ABIDE BY ALL CURRENT TENANT CONTRACTOR SAFETY STANDARDS AND TENANT CONSTRUCTION RULES AND REGULATIONS AS ISSUED BY THE LOCAL CENTER MANAGEMENT TEAM. 4. BARRICADE GRAPHICS REQUIRED TO BE INSTALLED WITHIN 48 HOURS OF BARRICADE INSTALLATION. GRAPHICS MUST BE APPROVED BY DISTRICT MARKETING MANAGER: MICHELLE GILES (MGILESMSTFIELD.COM, 206-802-6048). 5. TENANT GC REQUIRED TO PROVIDE ONE FINAL SET OF DRAWINGS CONTAINING ALL COMMENTS INCLUDING WESTFIELD, CITY AND TENANT AS WELL AS WESTREU.D TC APPROVAL STAMP AND CITY PERMIT STAMP AT PRE -CONSTRUCTION MEETING AND MAINTAINED AT WORK SITE AT ALL TIMES. 6. TENANT MUST MAINTAIN ACCESS, AS REQUIRED, TO ALL UTILITY SYSTEMS SERVING THE BASE BUILDING OR ADJACENT TENANTS. 7. ALL REUSED ITEMS/FINISHES MUST BE RETURNED TO LIKE NEW CONDITION. APPROVAL BY WESTFIELD REQUIRED. R NO ADDITIONAL SIGNAGE, GRAPHICS OR MERCHANDISE FIXTURES ARE PERMITTED TO BE AFFIXED TO OR ON THE APPROVED DESIGN, DISPLAYED OUTSIDE OF THE PREMISES OR PLACED WITHIN OR ON TOP OF COUNTERS AND SNEEZE GUARDS WITHOUT EXPRESS WRITTEN CONSENT OF THE LANDLORD. ALL LANDLORD APPROVED SIGNAGE, PROMOTIONAL OR OTHERWISE, SHALL BE PROFESSIONALLY PRINTED AND MOUNTED. 9. WESTFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE TAKE DOWN. TENANT GC TO SCHEDULE PRELIMINARY PUNCH WALK WITH WESTFIELD TC ONE WEEK PRIOR TO SCHEDULED BARRICADE TAKE DOWN. 1, oli I 1_ .., , __.._ T _ 4a t��§# d �3�� a � =� , &t` �I +�t z $, �� y r,s t.. 2. S�'':.. fN'. -":, id'i+ ',.,,( ,.v.. ',v,`n ,: �u' '... »80 . � �s?�. .3 44: tY;., `^Fru 4,. ,4�,; :i aria t ,,%2 t,i �:..t sra t5. ,� �:t t.,k.. i �nJk a f L` i i) Y s .:t; SOUTHWESTFIELD CENTER MALL WA 981800 SEATTLE, REVISIONS No c:araes sna'I h& ^'aae to the scope Of WOFK wltnout p- aa0roval of the Tukwila Budding DIv,slon, NOTE: Revisions wilt require a new plan submittal and may include aaddional plan review. FILE COPY PertnN No. NO- "�J(T Plan review approval Is subject to errors and omissions. Approval of construction documents does OOt authorize the violation of any adopted code Or ordinance ReceipjA approved Field Cal antl condrti s Is cKrlewle By. 1--, Date:_ fl r'yo Cnv of Kwiia BUILDING DIVISION I Q REFERENCE . E t �, THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS AND COORDINATING ALL DEFERRED SUBMITTALS. THE GCS SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH LOCAL AUTHORITIES AND ALL CURRENT GOD€S, REGULATIONS AND REQUIREMENTS. 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 COMPUES WiLL ALL CODES, REGULATIONS AND REQUIREMENTS 2. THE GC'S MECHANICAL SUBCONTRACTOR WALL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY MECIRANICAL PERMITS. 3. THE GCS PLUMBING SUBCONTRACTOR WALL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY PLUMBING PERMITS 4. SUBMIT CRANE LIFT PLAN ASAP TO MALL FACTURES IN ORDER TO GET THAT APPROVED THROUGH WESTFIELD RISK MANAGEMENT DEPT FOR ANY ITEMS THAT NEED TO BE INSTALLED ON THE ROOF. ELECTRICAL: L THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC S HAUL SUBMIT WITH THE BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WALL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GCS ELECTRICAL SUBCONTRACTOR WALL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY ELECTRICAL PERMITS. FIRE PROTECTIONIFIRE ALARM: 1. THE FIRE PROTECTION & FIRE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WiTH THE BD A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WiTH THE ARCHITECTURAL DRAWINGS AND COMPUTES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GCS FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY FIRE PROTECTION PERMITS 3. REACH OUT TO REQUIRED VENDORS FOR THE TIRE ALARM AND SPRINKLERS TO GET THE DRAWINGS IN FOR PERMIT ONCE PRE -CONSTRUCTION MEETING IS SCHEDULED. A. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. R ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS C. 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 CIE DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. D. 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 SHAUL BE NOTIFIED IMMEDIATELY. E THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE BEGINNING WORK. F. THE GC SHALL COORDINATE ALL OPERATIONS WiTH THE OWNER, INCLUDING AREA FOR 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, NOSY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPEi H. 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 DWOS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). 1. 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 J. 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 REWIRED TO PROTECT EQUIPMENT INSTALLED DURING A ,'"."CI-11TECTURALA R VIATIO S SYMBOLS: COL COLUMN Jf/JTS JOINT,JOINTS REINF REINFORCING 0 AT CONC CONCRETE L LONG, LENGTH REQD REQUIRED & AND CONT CONTINUOUS LAM LAMINATE LAMINATED RF RUBBER FLOORING L ANGLE CONSTR CONSTRUCTION LF LINEAR FOOT, UNFAL FOOT RR RESIROON i. CENTER LINE CONTR CONTRACTOR LW LIGHT WEIGHT RO ROUGH OPENING © COPYRIGHT CPT CARPET It LEVEL ROW PUBLIC RIGHT OF WAY DEGREE CT CO MUC TILE MAS MASONRY SASL SELF ADHESIVE MEMBRANE 6 DIAMETER DF DRINKING FOUNTAIN MAX MAXIMUM SOLED SCHEDULE EQUAL EQUAL DS DOWNSPOUT U.S. METAL BUILDING SUPPLER SC SOLID CORE THAN DWG DRAWING MCi MARMOLEUM COMPOSITE TIE SF SQUARE FOOTAGE < LESS MAN EA EACH MECH MECHANICAL SG SAFETY GLASS NUMBTAC{ E D ELEVATION, REVATOt LIEN MEZZANINE SHT SHEET R ELEC EJ ELECTRICAL EXPANSION JOINT Mi . WG METAL MANUFACTURING SIN SPEC SIMIAR SPECIFICATION f PlUSfMDNIIS EQ EQUAL MITI MANUFACTURER SQ SQUARE R PLATE EXIST EXISTING QU MANHOLE SS STAINLESS STEEL, EJ EXPANSION JOINT MIN MiNIMUM SANITARY SEWER ABBREVIATIONS: DIP EXPANSION MiSC MISCELLANEOUS SID SIMARD ARE AVERAGE BUILDING UEVAiION EXT DaERTCR M.O. MASONRY OPENING SR STEEL A/C AIR CONU ONFR F.C.M FURNISH BY CONTRACTOR MY MOISTURE RESISTANT SIRUCT STRUCTURE, STRUCTURAL ADJ AOJJSTABIE, ADJACENT INSTALL BY CONiRACTOR MID MOUNTED SUSP SUSPENDED ADMIN ADMINISTRATION FD FLOOR BRAN MTG MOUNTING SYS SYSTEM AFF ABOVE FIRM FLOOR FDN FOUNDATION NIC NOT IN CONTRACT T TEMPERED, TREAD, TOP AFG ABOVE FINISH GRADE FF FINISH FLOOR NGM NOMINAL TIED TOP & BOTTOM ALUM ALUMINUM F.O.I.O. FURNISHED BY OWNER INSTALLED BY NiS NOT TO SCAIE TEL TELEPHONE ANOD ANODIZED 040 OC ON CENTER TEMP TEMPERED APPROX APPROXIMATE FEC FIRE EXDNG1L41ER CABINET OR OVERHEAD T&G TMIE & GROOVE ALT ALTERNATE F.O.I.C. FURNISHED BY OWNER, OPP OPPOSITE TG TEMPERED (LASS ASR AUTOMATIC SPRINKLER RISER INSTALLED BY CONTRACTOR a/ OVER T.O. TOP OF AVG AVERAGE FPHB FROST PROOF HOSE BIBB PERP PERPENDICULAR TYP TYPICAL BFF BELOW FINISH FLOOR FRP FIBER REiNFORCED PANELS} FI. PLATE, UIL UTILITY BFG BELOW FINISH GLADE FTC FOOTING P-LAM PLASTIC LAMINATE U.O.N. UNLESS OTHERWISE NOTED BD BOARD CA GAUGE PLUMB PLUMBING VCT INYL COMPOSITION RILE BLDG BOLDING GALV GALVANIZED PAIL PANEL, PANENNG VERT VERTICAL B/S BUILDING STANDARD GC GOAL CONTRACTOR PROJI PROJECT, PROJECTED s/ WITH B.O. BOTTOM OF Gip GYPSUM LATH & PLASTER PRV PRESSINE REDUCING VALVE 1/0 WITHOUT DDT BOTTOM GN GYPSUM WNIBOAORD PT POINT W-MAT WALK OFF MAT BTW BERM H HIGH, FREIGHT ITT QUARRY VIE WP WATERPROOF (D CATCH BASIN FB HOSE BIBB QTR QUARTER WR WATER RESISTANT C.I. CAST BON UM HOLLOW METAL R RADIUS WRB WATER RESISTANT BARRIER OF CAST N PLACE INIZ HORIZONTAL RD ROOF BRAIN WT WEIGHT CJ CONTROL JOINT, HT HEIGHT RL RAIN LEADER WW M WELDED WIFE MESH CONSTRUCTION JOINT HTR HEATER NPCD RECEIVED WWF WELDED WRE FABRIC CMU CONCRETE MASONRY UNIT NSUL NSULAiION LIFT' FIFEW(FRATOR, REPERENDE Y.C. YARD DRAIN CONSTRUCTION, CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. K. EXISTING WOOL 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. L 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 SPECIRED 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. M. 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 HOES 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. N. OPENINGS REWIRED 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, . . L FUSION NO. ROOM NAME (TITLE BLOCK SHOWS REV. DATE) ROOM NAMEROOM NAME C -7 INDICATES REVISED AREA -ROOM NO. XXX S.F. E-ROOM AREA DETAL NO. DESIGNATION FINISH SCHEDULE KEY q99-PL-1 SHEET THAT DETAIL IS SHOWN 01 X BLDG. SECTION NO. EQUIP. SCHEDULE KEY SHEET THAT SECTION IS SHOWN X�--- CASEWORIS DN. N0. �� SHEET NO. WALL SECTION NO. X�- SHEET THAT SECTION IS SHOWN WALL. TYPE N0. -INSULATION KEY A INTERIOR E)EV. N0. WALL TYPE LETTER D gE- WALL CRENTATION DATUM POINT SHEET THAT INTERIOR RD. IS C SHOWN dh +F-O" A.F.F<-- CO UNG HEIGHT ACT CFJLING TRUE NORTH `'�•- FINISH CEILING TYPE PRQECi NORTH 9.5 GRID DESIGNATION 11 SHEET KEY NOTE DOOR KEY ID 1A4:12 ROOF SLOPE AND DIRECTION KEY NO WHERDULEE DOOR OCCURS) C__L-^: ROOM N0. YAIEIlE DOOR OCCURS) IOTA DOOR SUFFIX BREAK LINE SYMBOL O WINDOW SCHEDULE KEY MATCH UNE s . HARD U ARCHITECTURAL: AO.1 COVER SHEET AND SITE PLAN A0.2 [CC A117.1-2009 GELNERIJ. CODE NOTES & DETAILS AO.3 [CC A117.1-2009 GENERAL OWE DETAILS A0.4 EGRESS PLAN AND CODE SUMMARY A0.5 SITE PLAN A21 DEMOLITION AND FLOOR PLAN A22 REFLECTED CBUNG PLAN AU FINISH PLAN A24 EQUIPMENT PLAN ' A6.1 NTMOR ELEVATIONS V " AM DOOR SCREDLILE A9.1 INTERIOR DETAILS INFORMATION SHOWN FOR REFERENCE PURPOSES, ONLY. SITE PLAN FROM GOOGLE MAPS 2018 VICINITY MAP y ALLENTo1YAI w Bryn ..irc Y Mawr -Skyway. e Tul min YValmart Superce PROJECT Tukwila Family S9 LOCATION Fun Center &- , Westffetd southcenter ai-level shopping mall with movies S0UTHCENTER h l tlalicy Ridge Commun ty �' Center & Ball FleidG rk 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 TIL14-032 REC #20101021000765) Plat Lot: PARCEL A PARCEL NUMBER: 920247-0010 JURISDICTION: CITY OF TUKWILA SECTION/TOWNSHIP/RANGE: SW-23-23-4 PROPERTY NAME: WESTFIELD SHOPPING CENTER YEAR BUILT/STORIES/BLDGS ON SITE 1969, 2, 1 OCCUPANCY GROUP CLASSIFICATION: B (RESTAURANT) CONSTRUCTION TYPE/CLASS: I -A, SPRINKLERED, ALARMED EXISTING AREA CALCS. AND CONDITIONS: GROSS LAND AREA: 1,355,919 S.F. (31.13 ACRES) GROSS BLDG FLOOR AREA: 553,580 S.F. 7ENJINT IMPROVEMIENT AREA 1.034 S.F. REFER TO EGRESS PLAN, SHEET AO.4 FOR EXITING INFORMATION. 21 SEPARATE PERMIT REQUIRED FOR: [� Mechanical Electrical L�U Plumbing d Gas Piping City of Tukwila BUILDING DIVISION CLIENT: WESTFIELD SOUTHCENTER 4905 OLD ORCHARD CENTER /060 SKO IE, IL 60077 PH: (847) 779-4832 CELL: (773) 372-0565 PM CONTACT.• EMILY YEE emily.yee@urw.com TENANT: ROBERT ZHU 6448 138TH AVE NE REDMOND, WA 98052 PH: (540) 241-6007 robert.zhu@kungfuwrap.com REVIEWED FOR CODE COMPLIANCE APPROVED BAN a3a City of Tukwila BUILDING DIVISION ARCHITECT: MAGELLAN ARCHITECTS 8383 1581H AVE NE, STE 280 REDMOND, WA 98052 PH: (425) 885-4300 FAX: (425) 885-4303 RECORD ARCH: PM CONTACT. CLOVER SCHULER clover@magellanarchitects.com SCOPE OF WORK SUMMARY: 1,034 SF INTERIOR TENANT IMPROVEMENT FOR NEW RESTAURANT SPACE INCLUDING NEW WALLS, DOORS, SERVERY/PREP AREA AND SEATING ARFttCEIVED CITY OF TUKWILA DEC 0 9 2019 DESIGN CODES: PERMIT CENTER 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE 2015 WASHINGTON STATE ENERGY CODE 2017 NATIONAL ELECTRICAL CODE 2009 ANSI A117.1-20D9 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES n Jy °omvm gNjovao 0'rE n's 3 oa �€ °o EIE�oa - of m €a - mz°t„mro2 N - ®lo mE° - _ _ o In �"m E0 F. N 1 2 8Ji Wt�noibvo m N ice¢" U p 2 Z 'o u. c oCD '.'.. d E E m IM¢ N n N L R'm c0 `0 N t 'o .0 ♦- U Z W W O Z W rn LLI W U 2 00 W Zoz OR rn WILL Q L -i W ;0 OF-�:U)U)cl) UU REVISIONS NO. DATE BY 0 A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 2019-12-06 CAD FILE: 19-087-AO.1 JOB NUMBER: 19-087 CHECKED: CS DRAWN: PK STATUS: PERMIT ..SHEET AO.1 FLOOR OR GROUND SURFACES (ICC/ANSI SEC. 302 & 303): GENERAL FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SUP 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 ODORS: 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 REWIRED 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 REWIRED 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 (ICCIANSI SEC. 3088): 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 REWIRED 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. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES VIDE, 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 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 TASTING OF THE WRIST TO OPERATE SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX ABOVE THE FLOOR OR GROUND. WHERE SUDING 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 FORGE 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 SUDING 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 SHAD. BE CAPPED. EXCEPT FOR SUDING DOORS, TEMPERED CLASS 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 UTES. 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 NTH 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 WDTH: 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 RAIUNG COMPLYING WITH [CC/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. 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 REWIRED. 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 REWIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS191UTY 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 (ICCIANSI 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 A TH Q DR L EITHER T E 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 SHAD- 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 3T 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. ABOVEFLOOR OR THE 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 [CC/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 6T DIAMETER WHEELCHAIR TURNING SPACE OR A 'I' 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 INDMDUAL 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 CENTERUNE 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 [CC/ANSI SECTION 308. WERE PROVIDED, A FOLD -DON SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. URINALS (ICCIANSI SEC. 605): HEIGHT AND CONTROLS: URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL -HUNG TYPE WITH 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 PROVIDED. TOILET COMPARTMENTS FOR MULTI -TOILET ROOMS (ICCIANSI 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 PART TON IS NOT REWIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP WITH A WALL -HUNG WATER CLOSET OR 65 INCHES DEEP WflTH A FLOOR -MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REWIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE LAVATORIES AND SINKS (ICC/ANSI SEC, 606Z GEAR FLOOR OR GROUND SPACE. A 3T 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 (ICCIANSI 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 MALL 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. SPACNG: 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. POSITON 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 WAL L 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 GEAR 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 AGC 5NIJLE 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 MOTH TO HEIGHT RATIO 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 i11E HONE ENCLOSURE IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONNECTION OF THE TTY D H AN THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED T0 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 1TY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS PLACED. 4' MAX Ri 25 PROTRUDING OBJECTS CUT W16TH ANY DISTANCE,, M. SCALE: 1/2" = V-0" 4'-o' to' z-6' 11 - i-I ?Ic�_:, i - & R�,NLJ F. n /�///��/��/ �� /�� I �_v � , A� -- I , SCALE: 3/8" = V-0" ICC/ANSI CHAP. 7 2'-O' MAX. DEPTH FOR MIN. CLEARANCE ' 2'-B' MIN.-B' MIN. " I I :/fi i i i i i G , ICC/ANSI SEC. 308 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERFJNT CENTER ress ,T,- �.. Pedm A tla Magalhaes Castro STATE QF WAM NGTM o00Loo EQ F. N O t+] U a U ml F- - Mw 2 H 5 C . V " W cn ,g co wR 9 N m d=oIEi d E M LEI ICI 00 Lo N p, M zt. s m aP 2 N h- U F- Z W W O 2 F- Z z W F- (Y W H Z W U I=_ O 0) a J W F Cn LU :� J Q 2 W c W - Z rn W Q U �: S OD uf oto� w �1-- co = w u7 Cn U) REVISIONS NO. DATE BY A 4 AS ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOGS: CONSTR. DOCS: 24'x36" SCALE: AS NOTED PLOT DATE: 2019-12-06 CAD FILE: 19-087_A0.2 JOB NUMBER: 19-087 CHECKED: CS DRAWN: PK STATUS: PERMIT E6 ]CC A117.1-2009 GENERAL CODE NOTES & DETAILS A 0. 12" 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 SCALE: 3/8" = V-0" ICC/ANSI SEC. 304,305 & 306 I.C.G. 404 DOORS AND DOORWAYS: 49.1 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 REWREMENTS OF SECTION 404.2 4Q4.21 DOUBLE -LEAF DOORS AND GATES AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 40412 AND 40413 40422 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENNG WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHAII BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WRI THE DOOR OPEN DO DEGREES. OPENINGS, DOORS AND DOORWAYS WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR 01ETING 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 PERMFREO FOR THE LATCH SIDE STOP. 4D4.23.1 FLOOR SURFACE FLOOR MACE MIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WTH SECTION 302 40474 THRESHOLDS AT DOORWAYS IF PROVIDED. THRESHOLD AT DOORWAYS SHAM BE 1/2 INCLI MAX IN HBGHT. RASED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WTH SECTIONS 302 AND 301 APPROACH CLEAR n FLOOR SPACE V-6' MIN. CLEAR FLOOR X SPACE o APPROACH NOTE X = 1--0' (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 WALKOF MAT 'CERCO 1' TRANSITION (MAIIMNGT 360) .p } PRESS META TRACK (MANNINGTON 980) CONCRETE TO RUBBER MAT 4' RUBBER RAMP TRANSITION (MANNINGTON a META. STRIP CONCRETE TO RUBBER FLOOR TRANSITION 21/27 N X 4 CONCRETE TO TILE 'SUPER IMPERIAL REDUCER' TRANSITION (MANNINGTON 705) 1 15/I6' x CONCRETE TO CARPET 'UNDERSILIG REDUCER' TRANSITION (MANNINGTON 735) 1 5/8' CONCRETE TO COMPOSITE BEE (Mm 'SUPER 2' T' TRANSITION (MANNINGTON 935) 2� PINLESS METAL TRACK (MANNINGTON 980) CARPET TO RUBBER 'IRE CARPET JOINER' TRANSITION 1 (MANNINGTON 150) �� _�� IIIIIIIIIIIIillllllllllllllllllllllllllllllllllllllllllllll COMPOSITE TILE (MCD TO CARPET 'CFRCO ED(D T' TRANSITION 1 1/2' (MANNINGTON 150) t' MESS METAL TRACK (MAEIBNGTON 980) 111E TO RUBBER FLOOR 60' CLEAR MIN. n 60' 0 FAR MIN u LATCH APPROACH - PUSH SIDE NOTE Y= S-6' MIN.; Y=44 MIN. IF DOOR HAS A CLOSER 90' CIFAR MIN. • .: ' ' A • T1T(i77�Z�17�y1��1� J SCALE, 3/8' = 1'-0" FINISH FLOOR LEVEL W n ICC/ANSI SEC. 404 THRESHOLD FLOOR FINISH 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 'HAT NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. APPROACH CLEAR FLOOR SPACE a a CLEAR FLOOR SPACE lw INSULATE HOT WATER PIPES DRAIN TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE NOTE Y= 4'-T MIN.; Y=4'-V MIN. IF DOOR HAS A CLOSER M OFAR FLOOR SPACE X 22, MIN. NOTE Y= S-C MIN.; Y44 MIN. IF DOOR HAS A CLOSER; X = 12' MIN. IF BOTH CLOSER AND LATCH ARE PROVIDED ICC/ANSI SEC. 404 V-5' TO 1'-7" EQUIPMENT PERMITTED Ir IN SHADED AREA KNEE CLEARANCE 8' MIN. 6' MAX TOE CLEARANCE 'r KNEE CLEARANCE 8' MIN. 6' MAX. TOE CLEARANCE V-5' MIN. DEPTH 2'� 1'-5' MIN. i'-5' TO 1'-7' CLEAR CLEAR z FLOOR FLOOR O g SPACE o SPACE o 4'-0' MIN. 1'-7' MAX. 4'-0' MIN. LAVATORY CLEARANCES SCALE: 3/8" = V-0" ICC/ANSI SEC. 304, 305 & 306 SCALE: 3/8" = V-0" APPROACH [CC/ANSI SEC. 304,305 & 306 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 3 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERMIT CENTER Pedro A. de Map1haes Castro STATEOFWASNINGTON a a 0Er _ VAN - _ e _75" E `o-6 ® oE� vEo -_ s o2o U ¢¢a$zovvsaE=n`son O N M J pEp UCal ` N _ in c 'nZo U ml d oo Em o E 'T io N t M � � 7- L W Uj o W� UI Of q~—' W J oLu � m W Zoz �. LL N U Q W 6� W O�co J ry U) WW�o5 UI-3: �;USU) REVISIONS NO. DATE BY Al 0 Al A ZL ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOGS: CONSTR. DOGS: 24"x36" SCALE: AS NOTED PLOT DATE: 2019-12-06 CAD FILE: 19-087_AO.2 JOB NUMBER: 19-087 CHECKED: CS DRAWN: PK STATUS: PERMIT [CC A117.1-2009 GENERAL CODE DETAILS A%j ■ FLOORING TRANSITIONS SCALE: V-0" = 1'-0" FOR REFERENCE THRESHOLDS SCALE: 6" = V-0" ICC/ANSI SECTION 302 & 303 BUILDING CODE SUMMARY SERVERY PREP AREA 101 102 230 SF / 200 SF = 3 OCCUPANTS 75 SF / 200 SF = 1 OCCUPANT SCALE: X/X" = V-0" OCCUPANCY TYPE: 8 (RESTAURANT) BUILDING CONSTRUCTION TYPE I -A SPRINKLERED? YES FIRE ALARM SYSTEM? YES OCCUPANCY SEPARATION: N/A I PLUMBING FIXTURE CALCS I NO CHANGE OF USE FOR THIS PROJECT. NO CHANGE IN PLUMBING COUNTS REQUIRED. TRAVEL DISTANCE REQUIREMENTS: EGRESS TRAVEL DISTANCE = < 30V PER IBC TABLE 1017.2 COMMON PATH OF TRAVEL = < 10V PER IBC 1006.3.2 (2) MINIMUM DISTANCE BETWEEN EXITS ARE GREATER THAN 1/2 DIAGONAL DISTANCE OF AREA SERVED. OCCUPANT LOAD SUMMARY: **EGRESS CALCULATIONS PER IBC TABLE 1004.12 FRONT OF HOUSE OCC. 462 S.F./15 = 31 OCC. SERVERY OCC. 203 S.F./200 = 3 OCC. PREP AREA OCC. 75 S.F./200 = 1 OCC. BACK OF HOUSE OCC. 109 S.F./200 = 2 OCC. EXISTING RESTROOM (UNOCCUPIED) OCC TOTAL OCCUPANT LOAD. 37 Om NUMBER OF EXITS REQUIRED PER IBC TABLE 1006.3.2: 1 NUMBER OF EXITS PROVIDED: 1 I EGRESS LEGEND I -(:E) _ / : —) EGRESS PAIN & TRAVEL DISTANCE ALONG INDICATED PATH FEC FIRE EXTINGUISHER CABINET LOCATIONS REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 3 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERMIT CENTER REI%GI�ISttTTEERR9.ED -cOL/ � Gf Petlro A. de Magafhaes Castro MEOFWAMINGTON a oEaz - - 15 v,o� Er-oso*a Eo n o v _cEonJo_ - vEo - a zo `om v' aEa.n8oa O N M E J N o J. M va U � � o W ingip a? x < EMEEM s U p N o c o o E m m E ch m co 000 z W W 0� Z� W� n- W W J L L!IZoz 00 Q 0) LUco d�= WZW-1Uw p! WLL °SF- UI— �_� W 3:LnU)U) - REVISIONS NO. DATE BY Al 0 A A 0 A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24'x36'SCALE: AS NOTED PLOT DATE: 2019-12-06 CAD FILE: 19-087 AO.4 JOB NUMBER: 19-087 CHECKED: CS DRAWN: PK STATUS: PERMIT z I q--- X(O EGRESS PLAN AND CODE SUMMARY n n r m m 0 -0 0 rn orn 011 t7 0 1 m m �' c < o Am rn 0 X r D n vU 30mm ° z 0a oc S o m�� Z� c pz�. n m yi v = 4 4 � Z Q v A 44 m M b y m _ ° 1 123 T O O N m -moo m M O cr"i rn K M tNn C tOn G ti O M G r > n O Z (n � m i aganamplin 1 1 WESTFIELD SOUTH CENTER 516 SOUTHCENTER MALL SUITE 588 SEATTLE, WA 98188 ARCHITECTS 8383158th Avenue Northeast, Suite 280 Redmond, Washington 98052 Tel (425)885-4300 Fax (425) 8854303 www.magellanarchitects.com Copyright ® 2019 Magellan Associates PLLC Copyright ® 2019 Magellan Associates PLLC Ali fights reserved The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project No part of this plan may be copied, reproduced, o transmitted in any form r by any means, electronic or mechonlcal (including photocopying9, re .ding, or any information retrieval ystem), ilhout the expresswritten approval f Magellan Associates PLLC. No derivative works of thls plan may be made without prior written permission. The purchase of this set of plans on title. the urchaser to u e this set of plans for the construction f niy one building. The purchase f additional sets) of plans does not ntitile the purchaser to construct more than one building. P., C II ") �" � 'I 1LI r 1 �-1 ❑ J 11 FF L II Ii 'I SCALE: 1/4" = 1'-0" • I I a xe-101' ' m k OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE B. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOITION AND REMOVAL OF ALL ITEMS AS INDICATED. C. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURA30N OF CONSTRUCTION. D. IF ANY QUESTIONS ARISE AS TO THE REMOVAL O 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 L. I. GC SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SJBGCS TO DOSING CONSTRUCTION PUBLIC CORRIDORS, RESTROOiS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HERON. J. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SUB, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WRING 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, FLiSH PATCH, CONCRETE FILL, PLYWOOD, ETC. M. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DYIGS, 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 164. THE GC SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. EXISTING INTERIOR WALLS, DOORS, RE11ES, CABINETS AND STAVING TO BE REMOVED (SHOWN 000), INCLUDING ELECTRICAL HEMS ATTACHEiD TO WALLS REFER TO FLOOR PLAN FOR EXTENT AND DIMENSIONS RE -USE HEMS IN EXCELLENT CONDITION, OR MURN TO OWNER FOR STORAGE LISTING CONSTRUCTION TO REMAIN. LEGEND NOTE: 1. FM TO REFLECTED CEILING PLAN FOR FIXTURE RELOCATION INFORMATION. 27'-0' PREP AREA ___—____—_--_— ° O EXISTING w > SERVERY B 1 101 _ 7 �" RESTROOM 104 o \ 9. 2 re M i6'-9 1/2' 4'-IO i/2' 1 i1:r 23-8" BACK OF HOUSE 103 I A FRONT OF HOUSE ri-00-1 r9 B 11 4 �6 SILT SILT " 9.1 3 100 i. CONTRACTOR SHALL PROVIDE MALL FACILITIES 48-HOURS ADVANCE NOTICE PRIOR TO DEMOLITION. 2. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EASTING STRUCTURAL MEMBERS LANDLORD SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCLOSED DURING DEMOLITION. 3. ALL WALLS AND CEILINGS THAT ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTION AT THE SOURCE AND REMOVING OR CAPPING ANY ELECTRICAL, PLUMBING, GAS LINES AND MECHANICAL DUCTWORK THAT IS DISCLOSED AND NOT SCHEDULED FOR REUSE REROUTE AND CONTINUE ANY SYSTEM THAT MUST BE RETAINED FOR ADJACENT TENANT SPACES THAT ARE NOT IN THESE PLANS 4. All ELECTRICAL CIRCUITS FOR EQUIPMENT THAT IS TO BE REMOVED SHALL BE DISCONNECTED AT SOURCE AND REMOVED. 5. ALL GAS, WATER AND DRAIN LINES SUPPLYING EQUIPMENT THAT IS TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND CAPPED ABOVE COILING OR BELOW FLOOR. IF CONTINUITY OF SYSTEM MUST BE MAINTAINED FOR USE BY ADJACENT TENANT SPACES, CONTRACTOR SHALL REROUTE, AS NECESSARY, TO BE BEHIND NEW CONSTRUCTION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMMOITION AND DISPOSING OF IT IN A PROPER MANNER PROVIDE HAUL ROUTE TO MALL MANAGEMENT FOR REMOVAL OF RUBBLE OR DEBRIS PROTECT MAIL FLOOR WITH MASONITE OR SIMNAR WHEN USING CARTS, DOLLIES OR OTHER TRANSPORTATION METHODS DEBRIS REMOVAL MUST NOT BE VISIBLE IN THE MALL COMMON AREA DURING BUSINESS HOURS. 7. NOTIFY MALL MANAGEMENT OF ANY SPRINKLER REWORK TWO BUSINESS DAYS IN ADVANCE SPRINKLER DRAIN DOWN FEE MUST BE PAID IN ADVANCE DURING PRE -CONSTRUCTION MEETING. 8. ENSURE SPACE IS COMPLETELY SEALED DURING DEMOLITION SUCH THAT DUST DOES NOT TRAVEL THROUGH THE COMMON PLENUM TO ADJACENT TENANT SPACES OR MALL COMMON AREA 9. PROTECT ANY VENTS, VERIFY WITH MALL FACILITIES PRIOR TO COVERING RETURN VENTS 10. SPRINKLER AND RESTORATION COMPANY MUST BE ON STANDBY DURING DEMOLITION. 11. PROTECT MALL FINISHES - PATCHBACK AS NECESSARY. CONTACT FACILITIES FOR MALL TILES REFER TO CONSTRUCTION MANUAL FOR COILING AND NEUTRAL PIER PAINT SPEC. 12. GC TO CONDUCT DEMOLITION WALK-THROUGH V41H TC AND MALL FACILITIES PRIOR TO ANY NEW WORK COORDINATE CEILING ACCESS PANEL LOCATIONS WITH MALL FACILITIES PRIOR TO INSTALLING NEW CEILING. 9 )♦ , . SCALE: 1/4" = 1'-0" lip © - BEAM (WB) CONTRACTOR TO VERIFY ALL OLINM WIN THE LOD IF ANY DISCREPANCIES ARISE, CONTRACTOR HAS 24 HOURS TO INFORM LANDLORD. NO PROJECTIONS BEYOND THE LEASE LINE KEY NOTES Q NEW SIDE ROWING GRILLE SEE 12/A9.1 FOR DETAILS ❑2 SMOOTH TRANSITION BETWEEN THE MAUL FLOOR AND SALES FLOR ALL FINISHES MUST BE FLUSH NTH ONE ANOTHER AND NO TRIPPING HAWKS UPS OF MORE THAN i/16' AND SLOPES O MORE THAN 1/2' PER FOOT ARE NOT ACCEPTED. ❑3 TENANT PROVIDED BLADE SIONAGE, COORDINATE POWER LOCATIONS AND REQUIREMENTS WITH TENANT: ® PDav PROVIDED BY EZ OIUE. POCET TO BE WRAPPED IN SOLID SURFACE MATERIAL TO MATCH EMSiiNG BULKHEAD. SEE 12/A9.1 FOR DETAILS j A. DO NOT SCALE DWGS, WRIiTEN DIMENSIONS GOVERN. All PAR11IO N LOCATIONS SIALL. BE AS WN ON PARITKON PLAIN. IN CASE OF C NIFUCT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SAFUJFD SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR MOM M WADES NOIRE REQUIRED. ALL SURFACES SHALL BE ALIGNED. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE O GWB TO FLASH FACE OF GWB UNLESS BMW NOTED ALL MOMS MARKED 'CLEAR' OR 'CR' SHAD. BE MAINTAINED AND SHALL ALLOW FOR THICIO&SSES OF ALL WALL FINISHES. U.O.N. D. DIRNSLtONS MARKED i MEAN A TOLERANCE NOT (TREATER NOR SMALLER THAN 2 INCHES FROM iMIED DIMON, U.O.N. VT>II'Y FI10 DIMENSIONS EXCEEDING TOLERANCE NTH THE ARCHITECT. SECURE ARCHITECTS APPROVAL E ROM ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATIONS) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCITECT PRIOR TO PARTITION INSTALLATION. F. REFER TO StIEET A0.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SMIDIIES. E DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE O JAMB, U.O.N. E 'AUGN' MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PANE. G. MODIFY DEW SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREYFHTING NOTICEABLE LUMPS OR DEPRESSIONS K ALL. WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. L REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORIMAiHON BETWEEN DRYWALL/MILLWORK CONDITON& I ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE C06ES. K ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-GO,BUSiBLE BLOCKiNG FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4-ti HT. ALL CONCEALED LUMBER & O.00IONG TO BE FIRE TREATED, L OC TO PROVIDE SIWP DWGS FOR CASEWGRK, REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION SHADED WALLS INDICATE NEW WORK: NEW FULL HEIGHT PARTITION TO DECK ABOVE: 2-i/2' MR STUDS (25 $ GA) AT 24' O.C. WITH 5/8' GWB EACH SIDE TO DECK A9.1 NEW PARTIAL HEIGHT PARTITION TO 8`4' LEE 1 A9.1 NEW PARTIAL HEIGHT PARTITION TO 4'-0' A.F.F. 1 A9.1 NEW DOOR. REFER TO KEYS ON PLAN AND SEE DOOR SIIiEDOE, SHEET A7.1. DOORS THAT ARE NOT OiON D ARE TO BE LOCATED A MIN. 100A 4' FROM ADJACENT CLEAR WALL FINISH. RECEIVED EXISTING WNSTRUCRON TO REMAIt�ITY OrOF TUKTUKVNILA DEC 0 9 2019 PERMIT CENTER LEGEND NOTES: 1. PROVIDE WATER RESISTANT GWB IN ALL IW:T AREAS, AND BLOCKING BEHIND ALL FIXTURES 2. REFER TO 3/A9.1 FOR TYP. MOUNTING HOM REGISTERED Petlm A, ae Magaihees Castro STATEOFWASHWGTON m no EV V 2 C V zY I(/7 ) O 0 a H N c V m �N mommm6 R W i N v C Q (� p tL � Z � � v � N � � � U r Z W 2 W Z� W� �- LU LU ~J W J U Of W LU Zo~ m ^ W a W Z W ~G,D La0 � WN°LW W ��W �U� REVISIONS NO. DATE BY Al A a Al 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOGS.- CONSTR. DOCS: 24"x36"SCALE: ASNOTED PLOT DATE: 2019-12-06 CAD FILE: 19-087_A2.1 JOB NUMBER: 19-087 CHECKED: CS DRAWN: PK STATUS: PERMIT DEMOLITION AND FLOOR PLAN Li KEY NOTES R ESTiROOM EQ. EQ. ' "i SERVERY o-oo 'PREP AREA :102 . C_ O m 1 jO,14'-0"A.F1. .. ... .. t. - - EXISTGWB" EILING O' FRONT OF HOUSE 11'-O" A.F.F. 100 EXIST ACT C 00 :` 00 o o 10'-6" A.F.F. O BACK OF HOU 103 EXIST GWB CEILING E0. E0. _6-91/2' : n .. , o;o .:.;. oo OO .. ~_ ... M A SCALE: 1/4" = V-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERMIT CENTER ProjeMTlRe: Crepe Legend Date 12/6/2019 Calculation AreaNOTE9 0 New Construction © Addition - © Addition Q Clear standalone *existing fl Spaces here<50%of oSpaceswhere>_504fiof oSpaceswherethe Use luminaires are replaced luminaires are replaced is changhg(C5G5) For Building Department Use LPA Calculation Type ® Standard 0 Additional Oficiency Package Option pear C406.3 Reduced Interior Lighting Power To comply4th C406.3, the ProposedLPD shall be 25%imierthan the Target LPA. Referro C406.3foradditromlrequirements. Maximum Allowed Lighting WattageNOTE I Location (plan 4, room #) Space Type Ceing Haghtoo�2 Gross Interior Area m fV Allowed Watts pertV Watts Allow ad (w atts/tV x area) Total Area Retal Display Allowance from LTG-M-DISPLAY Enter Total Ex sting L'ghtarg Watts (prior to Afteratan) [ESi Lobby ArUExhibt osprey Allow ance from LTG-TUT-DISPLAYNOTEsAllow ad Watts 172 Proposed Liehtine Wattatte HOTEa Location (plan 4, room#} - Fixture Description 110TEy5.6 Number of Fixtures Watts/ I'mt.. WTET Watts Proposed 1st floor 2x4 recessed flourescent 3 64 192 1st Floor Dual can tights 21 52 1092 Ist Floor Can light 7 32 224 TstFloor Recessedlght 2 32 64 Proposed Reta4 Dsplay Lighting from LTG-NT-DSFLAY TotalProposed Watts maynotexceed Total Afloned Watts forinteriorLighting Total Proposed Watts 1572 Interior Lighting Power Allowance COMPLIES ❑1 HMO WITTIG SOFFITS ❑2 ALL EbSM LXMM TO MEAN. Q3 MFAU TO HNIG FROM (FAN FRONT OF ED00. I CEILING NOTES I A COORDINATE THE WTXRK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS. B. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. C. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. D. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE X& SECTION OF INDIVIDUAL CEILING TILES U.O.N. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). E PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. F. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46' ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.O.N. G. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CBUNG TILE AND SHALL ALLOW FOR THICKNESS DE ALL FLOOR FINISHES. H. THE REFLECTED CEILING PLAN INDICATES THE LOCATION DE CBUNG HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS 1. N THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND LIGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. J. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). K. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED PITH THE ARCHITECT PRIOR TO FRAMING. L SUBMIT GRILLE THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEIXS PRIOR TO INSTALLATION. M. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL B.DWENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES. N. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW AT PRO,ECT COMPLETION - RELAMP EXISTING FIXTURES. 0. GC TO VERIFY CODE COMPLIANCE OF DQSTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REWIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2- ANGLE) AND SEISMIC SEPARATION JOINTS). P. GC TO VERIFY CODE COMPLIANCE OF ALL EXISTING UGHIING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REWIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE Q. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. R. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMCABC OR SUPERSEDING CODE ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMEAIBC OR SUPERSEDING CODE S. PROVIDE EGRESS ILLUMINATION FOR IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE T. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (IT LUX) AT THE WALKING SURFACE U. PROVIDE PLAN NOTES TO ADDRESS COMPLIANCE WITH WSEC SECTION C503.6 AND C405.2 V. WSEC SECTION C504.6 REWIRES LIGHTING CONTROLS FOR ALTERATIONS TO COMPLY VAT, C405.2 OCCUPANCY SENSOR CONTROLS SHALL BE INSTALLED AS REWIRED PER C405.21. A DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL LIGHTING IN ACCORDANCE WITH WSEC SECTION 405.24.1. REFERENCE WSEC SECTION C103.2 X. COMPLAINCE NTH THE 2015 WSEC FOR UGHTING REQUIREMENTS WALL BE RENEWED UNDER THE ELECTRICAL PERMIT (AREA>2,500 SF) CEILING LEGEND EXISTING SUSPENDED CEILING TO REMAIN. SETS PROVIDE SEISMIC UPGRADE AS REQUIRED. 9 tT A9.1 EXISTING G.W.B. CEIUNG TO REMAIN. ® EXISTING 2X4 LIGHTING TO REMAIN. O EXISTING RECESSED CAN LIGHTING TO REMAIN. 0 o EXISTING DUAL CAN LIGHTING TO REMAIN. W EXISTING RECESSED SPOT LIGHT TO REMAIN. p EXISTING CAN LIGHT TO BE REMOVED. 0 o EXISTING DUAL CAN UGHT TO BE REMOVED. 10 EXISTING SPOT LIGHT TO BE REMOVED. 0 RELOCATED CAN LIGHT TO BE INSTALLED 'tV RELOCATED DUAL CAN LIGHT TO BE INSTALLED es' LEGEND NOTE 1. LIGHTING INFORMATION IS ILLUSTRATED FOR REFERENCE PURPOSES, ONLY, TO INDICATE THE DESIGN INTENT. t =m°- o_ n "Eot-_ - Eo o v° -Ewgo ET-�so~ % of - N D;E _ E� 3= HFi rn= °Eo vEo - o oho I tN O E 0 U W c=n oc�o T c m x m Z _ LL Q o m d c o o Em N o LO 00 N co III 04 L M � I— z W W 00 W� W J U zoz CO ^W LL. fn U Q W 0 Z Z�0W-j ry Q UEW-�to55U) REVISIONS NO, DATE BY Al A Al a 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 2019-12-06 CAD FILE: 19-087_A2.1 JOB NUMBER: 19-087 CHECKED: CS DRAWN: PK STATUS: PERMIT REFLECTED CEILING PLAN ■ FINISH SPECIFICATIONS - CREPE LEGEND KEY NOTES c ITEM DESCRIPTION MFR-STYLE NOTES PAINT P-1 GENERAL WALUCEILING PAINT Sherwin Williams, Color: Pure White - SW 7005, Finish: Eggshell (walls), Flat (ceiling) All walls unless otherwise noted on sheet A2.3 Finish Plan. P-2 ACCENT WALL PAINT Sherwin Williams, Color: Mariner - SW 6766, Finish: Eggshell P-3 JACCENT WALL PAINT Sherwin Williams, Color: Golden Plumeda - SW 9019, Finish: Eggshell FLOORING CT-1 ITILE United Tile: Century, Color: Attica, Size: 12"X24" CT-2 IQUARRYTILE Bedrosians Metropolitan Tile - MET50766, Color: Puritan Gray, Size: 6x6" BASE B-1 IFOH COVE BASE IPainted MDF Cove Base, Color: TBD B-2 I BOH BASE Bedrosians Metropolitan Trim, Color: Puritan Gray Base to go up wall 12" CASEWORK PL-1 PLASTIC LAMINATE VERTICAL SURFACES Nevamar, Color: Calcutta Marble, Finish: Suede Laminate to be NSF certified PL-2 PLASTIC LAMINATE SURFACE Formica, Color: Natural Cane, Finish: Nuturelle iWilsonart Laminate to be NSF certified PL-3 PLASTIC LAMINATE PARTITION WALL CAP - Solicor, Color: Dove Grey, Finish: Textured Glass Laminate to be NSF certified WALL MTL-1 WALL CLADDING Istainless Steel backsplash Backsplash under the hood. See elevations on A6.1 CT-3 CERAMIC TILE I Pental: Subway Tile, Color: White, Finish: Glossy FRP-1 FIBERGLASS REINFORCED PLASTIC Panolam FRP, Color: Gray, Finish: Embossed T-0" A.F.F. Only in Back of House location. See sheet A9.1 for details. SS-1 SOLID SURFACE WilsonArt: D354 - Designer White d< CT-3 ° O EXISTING RESTROOM P-3 CT-1 C -22 P-3 104 X SERVERY u 101 PREP AREA L( CT-1 10P B-1 GT-2 z 0 B-2 N EXI ING � CT-1 SS-1 a FRONT OF HOUSE I 100 CT-1 BACK OF HOUSE 103 CT-2 �E B-1 10 N B-2 I Fly P-2 RP- FINISH PLAN SCALE: 1/4" = V-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 9 2019 AERFAIT CENTER ❑1 PROVIDE M THROUGHOUT. a REFER TO ELEVATIONS AND DETAIL SHEEM Q3 CENTER RANSIRoIS BETWEEN NATEWALS UNDER DOORS ❑4 G.C. TO PROVIDE ADDITIONAL PRICING FOR MARKUPS, NSTAI ATION, SHIPPING, FERIC4fT, ETC. 'MATERIAL ONLY INCLUDES PRICE OF PRODUCT ONLY. Q GLUE DON INSTALLATION USING LOW-VOC MATERIALS © ALL PANT SHALL DE ZERO-VOC. ALL WET AREAS MUST BE WATERPROOFED It UP WAILS ABOVE SIA6 TO WESMELD WATERPROOFING STANDARDS OMIOOO TROWEL GRADE - AND UNDERGO A 24-HOUR FLOOD TEST AT A 4! BENCH MARK - WESH IE1D REP MUST YAINESS PRIOR TO AND AIR THE 24-HOUR PERIOD - WATEIMOFNG REPORT BY WESTFW REQUIRED CONSULTANT. ® All LAMINATE MATERIAL TO BE NSF CERRHED. REGISTERED P�d nSIAT o�, va�ss�w a n of2. a° �soGorw= .o 22 vE5 -oE°- a _ - asvaom lo N o _ ® y _ P - - Uj O N r) E - N O Cam? a w rn om.U�..o Z- N _C Z,4 2 m Y�r N C : t0 m W t N 0 co ." Q Z ti LL mrn& o� Em' E m rn U'> N 00 v $ W r- U I— z W W O W� (� Ul Ul m W Zoz C0 LU U Q W Z oMF ry W ; rA F- F- o W 5� I— s � rn � REVISIONS NO. DATE BY A a 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24'x36' SCALE: AS NOTED PLOT DATE: 2019-12-06 CAD FILE: 19-O87 A2.1 JOB NUMBER: 19-087 CHECKED: CS DRAWN: XX STATUS: PERMIT c EQUIPMENT SCHEDULE - CREPE LEGEND ITEM DESCRIPTION MFR-STYLE MODEL# DIMENSIONS CITY NOTES I PIZZA PREP TABLE AVANTCO -ASERIES #178APPT71HC 70 7/8"W x 36 7/8!'D x 42 7/8"H 2 2 ELECTRIC STEAM TABLE SERVIT #423EST3WE 4TW x 39'D x 34'H 1 3 CREPE MAKER - DOUBLE BURNER CARNIVAL KING - CM16 382CM16A 33.75"W x 18.76'D x T'H 2 4 HOT PLATE - SINGLE BURNER NEMCO 6310-1 1 ZW x 13.5"D x 5.126'H 1 5 FRYER -VALUE ELECTRIC FRYER DEAN - SUPER RUNNER SR14E 15.76W x 27.25"D x 44'H 2 6 ICOUNTER TOP GRIDDLE AVANTCO - EGN SERIES ELECTRIC EG30N 30.6W x 19,76'D x I T'H 1 7 ELECTRIC CONVECTION OVEN GARLAND - MASTER HALF-SIZE MCO-E-5-C 30.6'W x 25.25"D x 29.76'H 1 8 HOOD PER MECHANICAL 1 9 PAPER TOWEL DISPENSER BOBRICK - CLASSIC SERIES SURFACE -MOUNTED B-262 10 13/16W x 3 15/16'D x 14 1/19'H 1 10 FAUCET AMERICAN STANDARD - TWO -HANDLE CENTERSET LAVATORY FAUCET 11 3/4"W x 5"D x 10 3/4"H I 11 HAND SINK REGENCY - 18-GAUGE STAINLESS STEEL ONE COMPARTMENT DROP -IN SINK 60OD11995 12"W x 14"D x 5"H 1 12 SOAP DISPENSER BOBRICK- AUTOMATIC WALL -MOUNTED B-2012 4 3/16'W x 4 7/32"D x 10 17/32"H 1 13 PREP SINK REGENCY-16 GAUGE STAINLESS STEEL DROP -IN SINK WITH 8" SWING SPOUT FAUCET 60OD112012 2T1 x 21"D x 12"BOWL D 1 14 REFRIDGERATOR - SOLID DOOR REACH -IN AVANTCO - SS SERIES #178SS2RHC 54!W x 32 1/4!'D x 82 1/2"H 1 15 BEVERAGE FRIDGE - WHITE HINGED DOOR BEVERAGE -AIR: HYDROCARBON SERIES MT23-IW 29 9/16"W x 26 1/8"D x 78 50H 1 Beverage fridge should have no branding on exposed face. 16 3-COMPARTMENT SINK IREGENCY - 16 GAUGE STAINLESS STEEL 60OS31515215 79"L x 20 1/2"D x 12" BOWL D 1 17 1 FREEZER - SOLID DOOR REACH -IN JAVANTCO -A SERIES #178A19FHC 29"W x 251013 x 82 1/2"H I FURNITURE SCHEDULE - CREPE LEGEND ITEM DESCRIPTION MFR-STYLE I MODEL# DIMENSIONS QTY NOTES 18 CHAIR - MINT GREEN FLASH FURNITURE -METAL STACKABLE CHAIR, COLOR: MINT GREEN JET-3534-MINT-GG 20"L x 17.3"W x 33.6'H 8 19 TABLE - MINT GREEN FLASH FURNITURE - METAL TABLE, COLOR: MINT GREEN JET-CT002-1-MINT-GG 31.61 x 31.6W x 29.5"H 2 20 TABLE - YELLOW FLASH FURNITURE - METAL TABLE, COLOR: YELLOW I ET-CT002-1-A -Gr, 11.5"L x 31.6W x 29.6'H 2 9111 12 0 L 03 --- OL L-i 4 10 is I 11 0 8 03 7 ID 18 16 E7//_77 18 18 18 18 18 18 a 18 18 G 7 17 a 0 G 11115"1 E== :101111WHANNUM SCALE: 1/4" = V-0" I REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERMIT CENTER mg LO c� E C4 - 2 com 'T M 2 a) 12W5 :S - c 00 42 (D 1:4 Zd & d�ooE� E 00 ro ml 00 z W 2 W 00 Z W om fn V_'I x LLI W 2 W < _j W0 P W z cm0 W < W z co �y . W 0 U.) OC ILL 0 W _j W (1) (t) i.- W c,0 5 < 3: G 'n UW) REVISIONS NO. DATE BY Aj A3 A4 0 As ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36"SCALE: AS NOTED PLOT DATE: 2019-12-06 CAD FILE: 19-087 A2.1 JOB NUMBER: 19-087 CHECKED: CS DRAWN: xx [STATUS- PERMITI 91 BACK COUNTER ELEVATION SCALE: 3/8" = V-0" FRONT OF HOUSE ELEVATIONS SCALE: 3/8" = V-0" IOARD LOCATED BETWEEN ONT AND BACK COUNTER, IOARD BY TENANT. GUARD P PLASTIC LAMINATE RTOP. PLASTIC LAMINATE LOWER CABINET WITH ONE ADJUSTABLE SHELF. U OARD LOCATED BETWEEN )NT AND BACK COUNTER, GARD BY TENANT. WARD F-----I] L_ --�I li====� An DISPENSER W DISPENSER PLASTIC LAMWATE TOP PL-2 STAINLESS STEEL FOP UPC I AMINATE LOMlrR CABINETS WITH ONE ADJUSTABLE Mr. —BEVERAGE FRIDGE TO BE RECESSED INTO CASEWORK. VERIFY OPENING WITH EQUIPMENT SPEC. P-2 REVIEWED FOR CODE COMPLIANCE .. APPROVED JAN 03 2020 Cityof Tukwila BUILING DIVISION RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERMIT CENTER » RE�ISTEREO Pedm A de Magalhaes Cia$iM STATEOFWASHINGTON o�o�o E An V C N V y mmm x �y�< Immmm �o U o�m �m =ogE� E m _QED 00 N s OD I— U F— z Wj�, G W O Z W� to UJ UJ W~ J —Lu< J co W �0Z W Q W �W�00 °Lur- WW� UI- �W � U)�� REVISIONS NO. DATE BY A A A A 0 A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: PLOT DATE: 2019-12-06 CAD FILE: 19-087 A6.1 JOB NUMBER: 19-087 CHECKED: CS DRAWN: PK STATUS: PERMIT FRONT OF HOUSE ELEVATIONS SCALE: 3/8" = V-0" BACK OF HOUSE ELEVATIONS SCALE: 3/8" = T-0" INTERIOR ELEVATIONS A 10% 'A j I I I 1 1 1 I/ I I I I SCALE: 3/8" = V-0" EXISTING BULKHEAD TO REMAIN. REMOVE EXISTING GLA71NG AND FAUX COLUMNS AT ENTRY. STOREFRONT ELEVATION SCALE: 3/8" = V-0" CLEAR GLASS ASSEMBLY TO REMAIN. EXISTING BULK HEAD TO REMAIN. PATCH AND REPAIR SOLID SURFACE MATERIAL AT AFFECTED AREAS. SS-1 BLADE SIGN TO BE PROVIDED BY TENANT. COORDINATE POWER REQUIREMENTS WITH TENANT. EZ GRILLE ASSEMBLY. SEE 11/A9.2 FOR DETAIL EZ GRILLE ASSEMBLY. POCKET ASSEMBLY TO BE CLAD IN SOLID SURFACE SS-1 MATERIAL TO MATCH EXISTING. O REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERMIT CENTER noe `ottto� a a gE ' o 2!=3 =_`oE_ c= o ET-c 3�nm$o dZrmv�o © oEo Eo _-Y s P - - � aa`a`Sz°odv'i a"Eamon .00 O E [r Nor) 3a U ° Y53 U u m^.E o U w N Eommm W N N v G Q o Z o m rn d � a E5 OD N _ m m I- U F— z W 2 W i �O W� W ��2 J 0)zW zo LL o UQ tj ' Z W Z W Ld�co OC WU)U)PK Ui-3: wW'o5 �;(Dco REVISIONS NO. DATE BY A A 0 A A a ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: PLOT DATE: 2019-12-06 CAD FILE: 19-087 A6.1 JOB NUMBER: 19-087 CHECKED: CS DRAWN: PK STATUS: PERMIT 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. Z 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 CLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLAN, SHEET XXX FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN EXIT DOORS SHALL HAVE A KEY LOCKING DEVICE THERE SHALL BE A READILY 1JSIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASRNG BACKGROUND. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C. EXIT DOORS SHAH BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. BARRIER FREE ENTRANCE EQUIRE RENTS: 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 GC TO VERIFY THAT ALL (E) HARDWARE (EXISTING TO REMAN) IS IN GOOD WORKING ORDER, AND MEETS TENANT SPECIFIC REQUIREMENTS. B. ALL DOOR HARONARE TO COMPLY WITH ADA GUIDEUNES. C. ALL CLOSERS TO BE LOCATED ON INTERIOR OF SPECIFIED ROOM. D. ALL NEW HARDWARE PER B/S STANDARDS AND CODE RED. G.C. TO ASSESS AND REUSE (E) INVENTORY OF DOORS AND HARDWARE E. ALL FINISHES TO BE SATIN CHROME OR S.S.. REFER TO FLOOR PLAN FOR RH OR LH SWING. HARDWARE GROLP #1 BACK OF HOUSE NUMBER DESCRIPTION AN MANUR 3 PR B/S HINn 4 1/2' x 4 1/2' B/S B/S 1 PR PULLS B/S B/S 1 EA B/S WAIL STOP B/S B/S DOOR SCHEDULE 0 DOOR FRAME NOTES DOOR # ROOM NAME RM # I SIZE TYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISH H.G. 100 FRONTOFHOUSE 100 TBD SIDEROLLGATE 101 PREP AREA 102 T-0"X T-O" A SC PAINT B IWO PAINT 1 1 DOOR TYPES SCALE: 1t4-- V-W V,, A NOTE: REFER TO FLOOR PLAN FOR DOOR SWING DIRECTION AND HANDEDNESS SC = SOLID CORE — PAINT GRADE FRAME TYPES SCALE: 114- = 1W r-r B REFER TO FLOOR PLAN FOR DOOR SWING DIRECTION AND HANDEDNESS WD = WOOD FRAME - PAINT GRADE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERMIT CENTER n G n oEnvrn - o E _ o Er-�34 nHw o4- - o- 0 °Eo wEo - E V E-r N O M V d � U o E �n 2 o n C . Z a P; z .6 m d o o E d E C, y rn � N c CO j� U z W W O Z W� W W �0z a) !�. 1D W Q U W _ Z � o�-j [l W��I- OU)N UJ W REVISIONS NO. DATE BY Al A 0 0 A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOGS: CONSTR. DOGS: 24"x36' SCALE: AS NOTED PLOT DATE: 2019-12-06 CAD FILE: 19-087_A7.1 JOB NUMBER: 19-087 CHECKED: CS DRAWN: PK STATUS: PERMIT DOOR SCHEDULE 0 11111 1?..4 �s� A7m k 5/4x MDF TOP CAP - PRIMED & PAINTED z FRY f FGIFF T REVEAL —10, WALL CAP - ILO' A1F_,$,.- 2x WOOD NAI0 LIGHT GAUGE FRAMING TOP TRACK 10 GA CUP AT EACH SIDE OF POST MIN (2) J8 SCREWS EACH LEG 5/8' GWB - PRIME & PAINT 3-5/8' METAL STUD WALL PER PLANS & LEGEND — 2'xY TUBE STEEL PONY WALL BRACE (STE E TEC SUPPLY 'WALL BRACE SUPPORT OR EQUAL) 0 V-C' O.C. & EACH FREE END OF WALL A9.10 WALL BASE PER PLAN SET WALL BRACE SUPPORT WITHIN WALL BTM TRACT( f FASTEN STEELTEC BASE WITH 3/8' 6 POWER STUD SDI EMBEDDED 2 3/8' 0 HOLES PROVIDED IN BASE PLATE A 1 SECTION PARTIAL HEIGHT WALL DETAILS SCALE: 1 1/2" = V-0" © PLAN © ELEVATION / SECTION NOTES: 1. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM 0 12'-0' O.C. BOTH WAYS WITH (MIN.) NO. 12 GAUGE WIRES PER 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 BOTH DIRECTIONS PATH 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 TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' O.C. MAXIMUM. 4. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 808. 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVIDED. 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. NON-COMBUSTIBLE STRUT CAPABLE OF RESTING VBRTICAL COMPONENTS INDUO BY BRACING WKS. FASTEN SECURELY TO STRUCTURE ABOVE 12 QA. MT. HANGER WIRE 4'-O' O.0 BOTH WAYS LATERAL FORCE BRACING 4 EA 12 GA WIRE SECURED TO MAIN RUNNER WITHIN 2' OF CROSS TEE INTERSECTION & SPLAYED 9T FROM EA OTHER 1Y-0' D.C. IN BOTH DKCRONS W/FIRST PANT WITHIN 4'-O' FROM EA. WALL MAIN RUNNER CROSS TEE IF LATERAL FORCE BRACING EMT CONDUIT 1/2' EMT CONDUIT UP TO 5' 16' 3/4' EMT CONDUIT UP TO 18' 1' EMT CONDUIT UP TO T 9' METALSTUDS SINGLE 1-5/B' x 33 MIL STUD UP TO It T BACK-TO-BACK 1-5/8' x 33 MIL STUDS UP T015 0' SINGLE 2-1/27 x 33 MIL STUD UP T013' 6' BACK -TO -BATH( 2-1/2' x 18 MIL STUDS UP T015 0' NOTE PLENUM AREAS (LifAIER THAN 16 0' HIGH WELL REQUIRE ENGINGMG CALCULATIONS FOR COMPRESSION STRUTS 12 GA VERT WIRE (TYP.) 3 TURNS MIN. (TYP.) MAIN RUNNER OR CF TEE PROVIDE 3/4' SPACE 0 OPP. WALL ACOUS. TIE Y PERIMETER WALL ,.,._. ATTACH MEMBERS 0 PERIMETER & TWO ADI WALLS ONLY. FIB VERTICAL WIRE SPACING ARMSTRONG MAIN Bum MIN. 3/4" AT UN -ATTACHED WALLS ARMSTRONG CROSS TEE MIN. 3/4" AT UN -ATTACHED WALLS MAX ANGLE MOLDING ARMSIRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. MAIN BEAM ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM,. TO KEEP PERIMETER! COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE ❑E ATTACHED 2" WALL MOLDING PERIMETER COMPONENTS TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS 05 HANDLE FIRE EXIINGLUSHER CARNET PROVIDE BLOCKING PER MANAFACTUREWS REQ. 1/2" = 1'-0" rt♦ COMPRESSION POST PCP -RIVET THIS SIDE ONLY —FACIA MOLDING PER MANUFACTURER 1-1/2" SEPARATION JOINT B.O. CEILING DOOR AS SPECIFIED LIGHT SWITCH: DOTTED UNE INDICATES LOCATION OF LARGER PLATE IF NEEDED 6' 6' FOR MORE SWITCHES �E- - -- THERMOSTAT HARDWARE SEE AS SCHEDULED I I NOTE LOCATE ELECTRICAL & TELEPHONE WALL OUTLETS & SWITCH PLATES O NEAREST STUD FROM OTHER LOCATION N PLAN UNLESS ORfl?YASE SPECIFICALLY NOTED. CHANNEL MOLDING 12 GA LATERAL IlIPPORT WE WITHIN 3' OF EACH CORNER OF LIGHT FIXTURE SPLAY WILES AS SHOWN AND FASTEN TO BEAM OR PU RU N. AWN. OF 3 WIRE TURNS EA CONNECTION POINT. 12 GA FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA FI FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR ANGER i1RONG BEAU FIT MAX TYP. 45' 4F RECESSED FLUORESCENT FIXRIRE CROSS RE MAN STRUCTURAL RUNNER 4'-0' at © TYPICAL LIGHT FIXTURE BRACING BOTTOM OF STRUC l' SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC DFT DEFLECTION TRACK SCHEDULED WHERE NOTED 3 Q BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT. TOP TRACK SIMILAR CONCRETE SLAB BXUV.U419 FIRE RESISTANCE RATINGS: ANSf UL 263 0 CHANNEL SHAPED, FABRICATED FROM MIN 20 GA (33 MILS) CORROSION -PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. i' LONG LEGS, ATTACHED TO FLOOR AND COUNG WITH FASTENERS 24' OC. MAX. 0 CHANNEL SHAPED, CORROSION -PROTECTED STEEL, MIN WIDTH 2-1/2' 20GA (33 MILS), MIN 1-1/4' FLANGES AND 1/4' RETURN, SPACED 16' OC. STUDS TO BE CUT 3/8' TO 3/4' LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 12'-10' 0 MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1-1/2'. ® GYPSUM PANELS WTIN BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAM ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTiLAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI -LAYERED SYSTEMS) STAGGERED A MIN OF 12'. PROVIDE ONE LAYER TYPE'X' 5/8THICK PER SIDE. O TYPE S OR 5-12 J6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (REM 6). SINGLE LAYER SYSTEMS. 1' LONG FOR 1/2' AND 5/8- PANELS OR 1-1/4' LONG FOR 3/4' THICK PANELS, SPACED 8' OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR B' OC. ALONG VERTICAL AND BOTTOM EDGES AND 12' OC. IN THE NEID WHEN PANELS ARE APPLIED VERTICALLY. Q VINYL OR CASON, DRY OR PREMIXED JOINT COMPOUND APPUED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. WHEN USED IN AN EXISTING ASSEMBLY CONTRACTOR MAY MODIFY DETAIL TO EXISTING CONDITIONS AS LONG AS THE RATING IS MAINTAINED. FULL HEIGHT PARTITION SCALE: 3" = V-0" roc -mPoNac�xea��on«aao,Kco,smooma>�m�,. norm nt EZ Pocket Trxk Ph Alumin t Doom —==Stocked — P.Wti. k tee maee. 11-3 seea EZI aic [ a"a /2' steal Q /iaenNun ngx.r Tuee towns uuat+m Gods (4 1 � 1/e' Lanl Wck Mmnum l k St. 3/16 .... .. tin[a REVIEWED FOR 1 CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION 4 RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERMIT CENTER Tess REGISTERED t A de Magalhaes Castro STATE WASHMGTON =; oET .O vEj3 Ed - _ moo= Er�.°`v a�yva 0 9 _=E`oT K, 3t - oEV_ �Eo ci a a a E z o v E'aa E o. n'on o�D t�o EJ E N O xT a Tit t j orb rn^L o m c N 2 N x E. � Cho P4 z U- m <C o a E m Im � E c+> am o -Z m I— z W Uj O Z Uj 0 LU LU �Z� W J'�2 o Z 0) /W L.L. to 0 <G. 07 S� W Z W oto_j r Ule— UJ F � W 3rto(1)U) REVISIONS NO. DATE BY 0 A Al 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 12/6/2019 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24'x36' SCALE: AS NOTED PLOT DATE: 2019-12-06 CAD FILE: 19-087 ADA JOB NUMBER: 19-087 CHECKED: CS DRAWN: PK STATUS: PERMIT INTERIOR DETAILS-i Ni SCALE: N.T.S. 12 EZ GRILLE ELEVATION SCALE:NTS