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HomeMy WebLinkAboutPermit D11-268 - WESTFIELD SOUTHCENTER MALL - BERGMAN LUGGAGE - TENANT IMPROVEMENTBERGMAN LUGGAGE 102 SOUTHCENTER BL Dl 1 -268 City o0I'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 102 SOUTHCENTER MALL TUKW Suite No: Project Name: BERGMAN LUGGAGE Permit Number: D11 -268 Issue Date: 08/31/2011 Permit Expires On: 02/27/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: JOHN WHITE Address: 708 BROADWAY, SUITE 180 , TACOMA WA 98402 Contractor: Name: INCA CONSTRUCTION INC Address: 835 ROCHESTER ST , TACOMA WA 98465 Contractor License No: INCACCI967LH Phone: 253 - 441 -6400 Phone: 253 - 241 -1957 Expiration Date: 07/20/2012 DESCRIPTION OF WORK: DEMOLITION OF EXISTING RETAIL SLOT TO SHELL. CONSTRUCTION OF RETAIL STORE TO INCLUDE DISPLAY AREAS, SHELVES, SHOWCASES AND RELATED LIGHTING. NEW INTERIOR AND EXTERIOR FINISHES (CONCOURSE SIDE) WALL FINISHES AND MERCHANDISE DISPLAYS. NEW SHROUDED CASH WRAP WILL BE INCLUDED. FLOORING /CEILING, ENTRY DOORS WILL BE REMOVED. NEW INTERIOR SIGNAGE WILL BE ADDED. Value of Construction: $160,000.00 Fees Collected: $3,249.89 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -268 Printed: 08 -31 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 1CThl.) IJ f . `Al S,--1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D11 -268 Printed: 08 -31 -2011 7: All construction shall be done in conform with the approved plans and the requiremof the International Building Code or International Residential International Mechanical Code, Washingt to Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25.1111 materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: 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. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 min) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 16: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) doc: IBC -7/10 D11 -268 Printed: 08 -31 -2011 24: Every exit sign and directional exit sign 311 have plainly legible letters not less than 6 �hes (152 mm) high with the principal strokes of the letters not less t .75 inch (19.1 mm) wide. The word "EXIT" shave letters having a width not less than 2 inches (51 mm) wide e cept the letter "I ", and the minimum spacing b een letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 27: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 28: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 30: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2050). 31: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 32: Local U.L. central station supervision is required. (City Ordinance #2051) 33: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 38: Post address on storefront per approved Westfield standards. 39: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 011-268 Printed: 08 -31 -2011 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b.` I ' ab Mechanical Permit No. • Plumbing/Gas Permit No. Public Works Permit No. Project No. Ilk-L-071 1. (•or office use only) 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.: 2628049032 Site Address: 102 Southcenter Mall Tenant Name: Bergman Luggage Suite Number: Property Owners Name: Westfield Corporation Floor: 1 New Tenant: ❑ Yes O..No Mailing Address: 11601 Wilshire Blvd. 11th Floor Los Angeles City State 90025 Zip - CONTACT PERSON — who'do we contact when your permit is ready to be :issued Name: John White Mailing Address: 708 Broadway - Suite 180 E -Mail Address: lwhiteabelayarchitecture.com Day Telephone: (253) 441 -6400 Tacoma WA 98402 City State Zip Fax Number: (253) 441 -6401 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Inca Contstruction Mailing Address: 835 S. Rochester Street; Tacoma, WA 98465 Contact Person: E -Mail Address: Contractor Registration Number: INCACCI967LH City State Day Telephone: (253) 241 -1957 Fax Number: (253) 565 -0576 Expiration Date: 07/20/2012 Zip ARCHITECT OF RECORD —.All plans must be stamped by Architect of Record Company Name: Belay Architecture Mailing Address: 708 Broadway - Suite 180 Contact Person: John White E -Mail Address: jwhitec belayarchitecture.com Tacoma City State Day Telephone: (253) 441 -6400 Fax Number: (253) 441 -6401 98402 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H:\Applications \Forms - Applications On Line12010 Applications \7 -2010 - Permit Applicarion.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 160,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Demolition of existing retail slot to shell. Construction of retail store to inlcude display areas, shelves, showcases and related lighting. New interior and exterior (concourse side) wall finishes and merchandise displays. New, shrouded cash wrap will be included. Flooring / ceiling, entry doors will be n New interior signage will be added. Will there be new rack storage? ❑ Yes 0.. 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 lg`Floor 2,051 2,051 0 0 II -B M 2"d Floor ' ' ri Floor • Floors • t 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? ❑ Yes • ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quan ' tes 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:WpphcationsWorms- Applications On Line \2010 Applications\7 -2010 - Permit Apphcanon.doc Revised: 7-2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW6R OR AU QRIZE AGENT. Signature: Print Name: Hardie! Gill Mailing Address: 401 NE Northgate Way Date Application Accepted: e I 1 Date: Ov 0/// Day Telephone: 425 - 802 -9034 Seattle WA 98125 City State Stab Initials: Date Application Expires: H:Wpplications\Forms- Applications On Line\2010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Zip Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 9202470010 Address: Suite No: Applicant: BERGMAN LUGGAGE 102 SOUTHCENTER MALL TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -268 ISSUED 08/03/2011 08/31/2011 Receipt No.: Initials: User ID: R11 -02151 LAW 1632 Payment Amount: $63.00 Payment Date: 10/03/2011 09:06 AM Balance: $0.00 Payee: INCA CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 2394 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 10 -03 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D11 -268 Address: 102 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/03/2011 Applicant: BERGMAN LUGGAGE Issue Date: Receipt No.: R11 -01902 Payment Amount: $1,282.99 Initials: WER Payment Date: 08/31/2011 09:17 AM User ID: 1655 Balance: $0.00 Payee: BERGMAN LUGGAGE LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6124 1,282.99 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,282.99 1,278.49 4.50 doc: Receiot -06 Printed: 08 -31 -2011 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.2ov RECEIPT Parcel No.: 9202470010 Permit Number: D11-268 Address: 102 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/03/2011 Applicant: BERGMAN LUGGAGE Issue Date: Receipt No.: R11 -01668 Initials: User ID: WER 1655 Payment Amount: $1,278.49 Payment Date: 08/03/2011 02:56 PM Balance: $1,971.40 Payee: BERGMAN LUGGAGE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 113 1,278.49 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,278.49 Total: $1,278.49 doc: Receiot -06 Printed: 08 -03 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT ParcelNo.: 9202470010 Permit Number: D11 -268 Address: 102 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/03/2011 Applicant: BERGMAN LUGGAGE Issue Date: Receipt No.: R11 -01669 Payment Amount: $688.41 Initials: WER Payment Date: 08/03/2011 02:57 PM User ID: 1655 Balance: $1,282.99 Payee: BERGMAN LUGGAGE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 113 688.41 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 688.41 Total: $688.41 doc: Receiot -06 Printed: 08 -03 -2011 *(/° INSPECTION NO. INSPECTION RECORD Retain a copy with permit < (--2GE PERMIT NO. C� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr 'ect: 5,fj.6 4 Li6,GA6� Type of Inspection: ��Ai .k1 Qu; t6.'^(:;, Address: i ®2-- SC L,44( Date Called: Special Instructions: /7 Date Wanted: j + l � ti a.m. - -•- p.m. Requester: PhoLj3- ZZ1_-711b Approved per applicable codes. E Corrections required prior to approval. COMMENTS: (A)( /eG� 7° /xS Ate/ )(7 peTMr limpet or: G1 �, 1Date:� 1 — 1 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 o t—z g Pr 9ject: 1151 e / j / Type of Inspection: 1 {w ^ Addres Date Called: ' / , Special Instructions: / / 1 Date Wanted:. / is - 2 fir-- f -f-a:m:- 1"C Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ins 2 ctor: Date: REINSPECTION FEE REQUIRJD:frrior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. NIk 5 INSPECTION NO INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: i/g (Z6 to pm L ZI4, 6a6t Type of Inspection: ; „t\►,,t Address: Itl2 Yd1Ak\ Date Called: e ‘ e(b-{ ,r : c 1 N t i rf i ∎J 1-`' i Ai A I Special Instructions: Date Wanted: l0lZ�(f( rii 4-. Requester: Phone No: ElApproved per applicable codes. ECorrections required prior to approval. COMMENTS: f) s m6(k.) -6 D0W- -Tv G.ro0 kt_ �A+ r - e ‘ e(b-{ ,r : c 1 N t i rf i ∎J 1-`' i Ai A I Date: // l PECTION FEE REQUIRE . Prior to 2xt inspection. fee must be at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO N0. ' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • • 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 r. • • r • f .• Project: Ref 4,4A411 Lti664%f_ Type of Inspection: €.AAF_I6EJ �.� Lj r cA ‹/S� --c k�Al a"d"dress: - 10 2_ 3 c At Date Called: i .�4 —r• SL. 51 0 4aJf"1 0 I ? L4A Special Instructions: '.---)3‘) J1 . At r`� - �' Date Wanted: . lfP_JS c.--.1-17)n p.m. Requester: -5 4 -,jnP c.--0 3, . Phone No: 7 - S 22.1 --? 2 7 -- JApproved per applicable codes. Corrections required prior to approval. COMMENTS: ( 1 ? (. 's -r— bi Lj r cA ‹/S� --c r Qe_e( idajt— TC P `�' nic er Rci i .�4 —r• SL. 51 0 4aJf"1 0 I ? L4A U: J2 -S` lfP_JS I 1 ?,.� r 0.44,-AC -5 4 -,jnP c.--0 3, . 1 Irispect6r: • o REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 'Date: • .INSPECTION NO, INSPECTION RECORD Retain a copy with permit O( -2(0K PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION :.,6300 Southcenter. Blvd., #100, Tukwila. WA 98188 itt. (206) 431 -3670 ' Permit. Inspection Request Line (206) 431 -2451 ct: w Type Di Inspection: i i t Address: . � ^ I , Date Called: Special,Instructions/ J f /� —ee J --4-1( Date Wanted: O , �� Requester: done N -2-24 —1 ty • Approved per applicable codes. Corrections required prior to approval. COMMENTS: w - \ 40 j .0 e . , 0�r -isms .f. 4:e.. i , �t-q cl f : o • .■SJ/ e -'e r 7"` 4‘/N e T J/\ `-rw J S- ete t . I-1.).. 4-A-N) (4! fa e-a-i-,‘ c_A-4 i 6e: ( .1A-7- 6.. /.o.e vi_f- , r 1- JP 3 t. ier -. ),/ • _. ...J. . .1 Inspe • a REINSPECTION FEE REQUIRED.Yrior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. It L) _14 __ I ( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. C� CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 '• • Permit Inspection Request Line (206) 431 -2451 .D(f --26E • Project: alliAL pr 6,..1 A-t Type of Inspection. Address: AA/4i Date Called: Special Instructions: 4 / tp Z. I 4 0 515 Date Wanted :. � — ! — r ( Requester: Phz~D3 —Z29 -11274 aApproved per applicable codes. aCorrections required prior to approval. COMMENTS: alliAL pr 6,..1 A-t i P a - ()V— l._.o, J `.-r As I )A & MA -1i-. AAA-Am-To .v AA ems(- ,/lL)P.A n1( Jt / l� i ('e. 11 ` • (( 15ke -e)tYa r .0 1:po Aijc-:",, . _ r /._-,, t,`_1-1 A o %" .I- T {, ?� S/v, tk . c Le c..V cj -..- .. (? (Aft- -t( L i 1.. 0i 4 OA- A. 0 csf MAI-e. A . MUST _f .. f E'e. -c/ - p r.A e)(.o �� e 1Inspecot �t. Date: ' REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. ....,INSPECTION RECORD Retain a copy with permit i -2.41 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: �(er6M'AJ 6646E-- Type Inspection:. ikifrk..A6 Address: I tO ?_ 34-- A144 Date Called: Special Instructions: 1 0 c-4 `-7 0 " — 6I4 Date Wanted:. a.m. 1 _ v Requester: Phone No: 2 5 3!224 — '72-74 Approved per applicable codes. Il Corrections required prior to approval. COMMENTS: 04 � AI S , ! AA ILO „�. /% 0 e e:.-7),xii_r LAIL- e S3'(--,c 1 . 4' f [ , 1 ✓�"1G n Inspect r: 1Date7 a REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 to (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: .UPI? MA-7J L4166464: • Type of Inspection; frA /.A •A6, Address: A4 414-- l .a 2— Sc Date Called: Special Instructions: Date Wanted (a.m 2- �p r p.m. Requester: r Phone No 7."0Co - 2.44'_2371 EiApproved per applicable codes. a Corrections required prior to approval. COMMENTS: p24fr'A(p%i l %44 a k ti r 6 k— c...-3411 EP . ( sr. ( Alm J«( 6 .... (.._ A- _s. o A. _1,_ j.-- -. A 0 0 A../ 37— f�, .- s ..J.171.-„73-- : Iae CSC' ! t i /\_c:, . A J, / IC j . /vf r' S (A1 !AI ir 4 A'rC r an <aP 1,4 r,..s.f— LDA1'" r nu (r -45 0cc. Pfo .SFTL F M A--11 1 Pv‘i i ye' r A-f r..,i ti ,./05.1) M,-'\ Alf /- ri REINSPECTION FEE REQUIRE[): P for to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ph- ).4,2 r r - F-� 17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: w..4 ., 1 P4t,c, 1 Type of Inspection: S pvk , F.- , Fi -e. Ric l Address: Suite #: /OD- St Mc l ( Contact Person: Special Instructions: Monitor: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Y ses< Fi‘16,1 ok Fire Alarm: r Hood & Duct: Fivr F,-, c. i OK Monitor: G.-et-dig L Pre -Fire: Permits: Occupancy Type: /i • 1 Needs Shift Inspection: `r Sprinklers: Y Date: /0 -ay -if Fire Alarm: Y Hood & Duct: Monitor: G.-et-dig L Pre -Fire: Permits: Occupancy Type: /i Inspector: 4-1".1 5 L ( Date: /0 -ay -if Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc T.F.D. Form F.P. 113 Fi INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D// -026 1/ s- d-r PERMIT NUMBERS CITY OF TUKWILA,FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 602.11 rJ 1-4.. 19 14.1...e Date: j g/y /j, Type of Inspection: 5 P Coo Address: %b - Suite #: .S- C. %1'141. L 1 Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: dfc Co tier -r o, J* ft S Needs Shift Inspection: Sprinklers: Date: j g/y /j, Fire Alarm: Hood & Duct: • Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: tea-- Date: j g/y /j, Hrs.: j' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Anthony Guerra From: Christian Faltenberger [ cfattenberger @us.westfield.com] Sent: Thursday, October 06, 2011 10:59 AM To: Anthony Guerra Subject: Fire rating of demising walls Tony, Each demising wall that is in the center does require sheet rock on both sides which meets the fire rating standard. Thank you, Christian Faltenberger/ Facilities Manager / Westfield Southcenter 2800 Southcenter mall / Tukwila, WA 98188 T206.246.04/3 / F 206.244.8607 / C 253 - 677 -9435 Cfaltenbergerawestfield.com No virus found in this incoming message. Checked by AVG - www.avq.com Version: 9.0.914 / Virus Database: 271.1.1/3941 - Release Date: 10/05/11 23:34:00 f-Tf Awl 1 RECEIVED OCT 06 2011 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 18, 2011 John White Belay Architecture 708 Broadway, Suite 180 Tacoma, WA 98402 RE: Correction Letter #1 Development Permit Application Number D11 -268 Bergman Luggage —102 Southcenter Mall Dear Mr. White, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Bill Rambo Permit Technician encl File No. D11 -268 W:\Permit Center \Correction Letters \2011011-268 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Tukwila building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 16, 2011 Project Name: Bergman Luggage Permit #: D11 -268 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide the missing page A4.1 2. Provide plan sheets that are to scale (not reduced plans). 3. Provide notes on the plans specifying wood to be fire retardant treated wood. 4. Glazing shall be supported on all sides. The storefront show glazing butted to together. Provide a detail or specifications for type of glazing clips or hardware where any panes of glass are not firmly supported. (IBC 2403.2) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. VERMIT COORD COP`S PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -268 DATE: 09/27/11 PROJECT NAME: BERGMAN LUGGAGE SITE ADDRESS: 102 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTIVE TS: �1 � •( I irding Division �n I Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 7'"' Comments: Incomplete DUE DATE: 09/29/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route [T1 Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/27/11 Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 •ERMIT CtiORD COFI(0 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -268 DATE: 08/24/11 PROJECT NAME: BERGMAN LUGGAGE SITE ADDRESS: 102 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPART ENTS: 4.4 B ilding ivision Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 08/25/11 Not Applicable Comments: ' Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 09/22/11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PLAN R VIEW /ROUTING SLIP ACTIVITY NUMBER: 011 -268 DATE: 08 -03 -11 PROJECT NAME: BERGMAN LUGGAGE SITE ADDRESS: 102 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPAR MENTS: ``uildingivision Q Pu�lic vvo "rks v A ire Prevention Structural Planning Division ❑ Permit Coordinator Complete Comments: OF COMPLETENESS: (Tues., Thurs.) Incomplete n DUE DATE: 08-04-11 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 09-01-11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 8-1 D Q -t' Departments issued corrections: Bldg a_ Fire ❑ Ping ❑ PW ❑ Staff Initials: w/` Documents/routing slip.doc 2 -28 -02 PROJECT NAME: W19- (1I1I`6- (( PERMIT NO: • �l SITE ADDRESS: 1,02- tA- t - triZ6.7 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 0a02-1 �� ,i 01o3/, f A,u Summary of Revision: 11 `('0 GUAM CN \ CC)� 000 k L ,, c7161 It V 0 fN, 0 VCC11 A `(l JP&- PS Ott() 1til(2L . Received by: 6 .� 0 . Kf,At,e_zc,. REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.Qov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 09/26/2011 Plan Check/Permit Number: D11 -268 Response to Incomplete Letter # Response to Correction Letter # Revision # ` after Permit is Issued ✓ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bergman Luggage TI Project Address: 102 Southcenter Mall Contact Person: John White RECEIVED SEP272011 PERMIT CENTER Phone Number: (253) 441 -6400 Summary of Revision: Because of the occupancy load of 54 persons, the City Building Inspector has determined that doors out of the retail space must open outward (toward the concourse). Please see floor plan sheet A1.0, egress plan sheet A1.1, ceiling plan sheet A2.0, west storefront elevation sheet A3.0, north elevation sheet A3.1 and wall section sheet A3.2 for revision clouds delta'd with the number "2 ". Entry doors are configured to swing out in the direction of the concourse, but entry doors do not encroach on the concourse area. Sheet Number(s): (see above) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H: \ApplicationsTorms- Applications On Line +2010 Applications7- -2010 - Revision Submittal.doc Revised: May 2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 204 tbCJ'Gr �� ©1 Plan ChecWPermit Number: D11-268 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Or rukwu AUG 242011 PEAAAIT CEDER Project Name: Bergman Luggage Project Address: 102 Southcenter Mall Contact Person:- t.-1 /4 1-4 Phone Number: 253 — 4-}J — (4}C50 Summary of Revision i E*4 laS iT G�ct 'T Sheet Number(s): 8��1.0),GLI,;L`] AI . �) d 2.�) Ate• 13 -st3 O, ) A'3 -2 "Cloud" or highlight all areas of revision including date of revision x+3.3, 44• Received at the City of Tukwila Permit Center by: 174, Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name INCA CONSTRUCTION INC UBI No. 602381863 Phone 2532411957 Status Active Address 835 S Rochester St License No. INCACCI967LH Suite /Apt. License Type Construction Contractor City Tacoma Effective Date 6/8/2004 State WA Expiration Date 7/20/2012 Zip 98465 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DDCCO "093M6CONSTRUCTION D D C Construction Contractor Cabinet And Millwork Ceramic /Plastic /Metal Tile 7/26/1991 7/26/1992 Archived Business Owner Information Name Role Effective Date Expiration Date GUERRA, ANTONIO J President 06/08/2004 Bond Amount LA CRUZ ZABALETA, JENNY R Vice President 07/20/2010 41220196 GUERRA, CAROLINA Vice President 06/08/2004 07/20/2010 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 Platte River Ins Co 41220196 03/31/2011 Until Cancelled $12,000.0003/04 /2011 2 AMERICAN CONTRACTORS INDIMNITY 100018735 03/31/2007 Until Cancelled 06/01/2011 $12,000.00 02/23 /2007 1 ACCREDITED SURETY Et CAS CO 10014569 03/31/2004 Until Cancelled 03/31/2007 $12,000.0006/08 /2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 9 Coavigatorslns 4610137739 03/25/2011 03/25/2012 $1,000,000.00 03/24/2011 8 Nevada Capital Ins Co 77NPP4004406 03/25/2010 03/25/2011 $1,000,000.00 03/25/2010 7 Nevada Capital Ins CO 77npp4004406 03/25/2009 03/25/2010 $1,000,000.00 04/06/2009 6 NEVADA CAPITAL INS CO NCIC000433 03/25/2009 03/25/2010 $1,000,000.00 03/20/2009 5 LLOYDS OF LONDON (UNDERWRITER MCP46000317 03/25/2008 03/25/2009 $1,000,000.00 03/20/2008 4 CERTAIN UNDTS AT LLOYDS, LONDO WAS000563 03/25/2007 03/25/2008 $1,000,000.00 03/09/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 08/31/2011 INDEX OF DRAWINGS: GENERAL G1.0 GENERAL INFORMATION ARCHITECTURAL G1.0 COVER SHEET AD1.0 DEMOUTON PLAN A1.0 FLOOR PLAN, DETAILS, DOOR SCHEDULE A1.1 EGRESS PLAN A2.0 REFLECTED CEILING PLAN A2.1 MISCELLANEOUS DETAILS A3.0 WEST STOREFRONT PLAN & ELEVATION A3.1 NORTH STOREFRONT PLAN & ELEVATION A3.2 WALL SECTIONS / DEMISING WALL TYPE A4.0 FINISH SCHEDULE I INTERIOR ELEVATIONS MECHANICAL BIDDER DESIGN ELECTRICAL BIDDER DESIGN FIRE PROTECTION / SPRINKLER BIDDER DESIGN SYMBOLS KEY: 11143°°r DOOR ID El)ID Nb ttt Avow 04 /�\ ID-Rev ID-Wefl Lobby gem Name I 101 CPT1 RB1 ICI GENERAL NOTES: ID-Sec Arrow ID- Bev-hlf-Ar ow 1. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS. 2. DIMENSIONS ARE TO GRID UNE OR FACE OF FINISH, UNO. 3. ALL WALLS TO BE METAL STUD 1r O.C. WITH 518' GWB EACH SIDE, UNO. 4. BRACE NEW PARTITIONS, UGHT FIXTURES, CEILING SYSTEMS, AS PER STATE & LOCAL SEISMIC CODES, CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH WORK AS REQUIRED. 5. FRAME CEILING SYSTEM ALLOWING FOR ELEC. FIXTURES AT SPECIFIED LOCATION OR AT CANTERS LINE OF CEILING AREA 8. WHERE CONFLICTS OCCUR THE CONTRACTOR SHALL COORDINATE THE LAYOUT AND EXACT LOCATION OF ELEC. FIXTURES WITH THE OWNER IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. 7. INTERIOR FINISHES: MAXIMUM FLAME SPREAD INDEX 25. & CONCOURSE, DEMISING AND COMMON SERVICE CORRIDOR WALLS EXTEND TO STRUCTURE ABOVE, UNO. 9. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTMTES. 10. CONTRACTOR TO PROVIDE ANY AND ALL DEMOUTION WORK AS NECESSARY TO FACOJTATE NEW CONSTRUCTION SHOWN IN CONTRACT DOCUMENTS (SEE SUPPLEMENTARY DEMOUT)ON NOTES ON AD1.0). 11. GENERAL CONTRACTOR TO MITER ALL CORNERS, UNO, ALL PLYWOOD TRIM CORNERS THAT ARE NOT MITERED, AS NOTED, SHALL RECEIVE EDGE BANDING TO MATCH FACE OF PLYWOOD. ABBREVIATIONS: A B C D E F 0 AB ACT ACST AD ADJ AFF AWN APC APPROX ARCH ATC AV AWP BC BCS RD (FT) BLDG BIRO ILA ER SRO BPWN BUR And Arab Al Carder Lire Number Ardor Bo& Acoustical Tee Area Drain Adjustable Above Finish Floor Akartnm Amer ac Panel Cara Approximate Audio Visual Aroustrol Wag Pearl Baolasse BBrord ( Station Block Bloddng Beam Brick • g Batmen Butt Up Rocdng CTOC Center To Cater CAB Cabinet CB Catch Basin X88 Cemab'hous Bader Baud Cal RAS Caned Plaster CG Canty Gard CI Cad bon G a. CL0 Ct0 CLR cLa co CCOIC CONST CONT CORR CP CPT CS cT CTP D DATA DBL DC D E03 DET CF DIA DIM Dl4P Ix OM DN OR DRL LS DW DWG E EPT EA ECP EFS Card or Canbrllon Joint Canter Uoa Mere Close Dear, Color Cordate Masonry Un& Cleaned. Oxides/. Case Concrete Connoction Continue or Catty= Caren Canada Pavers Cdpst Chemistry Shelving C a , Co* Top Data Oudet Double D bpby Case DemoBloNDemcdsh Detail Driddria Fambbn Diameter [Mamba Discenser Dead toad DertnmbaBOn Mrra Dam Door D isplay Rei Downspout Dishwasher Drastg East Epoxy Rat Eadm Exterior Caraerd Paster Exterior baadabon and Rash System El Expansion Jolt a Eieretim BR Erdergee ELEC Bu ELEV Elevated ED Bectecal Panel EPS Ming Poses EPT Epoxy Rrad EPW Exdatrg Pbstenvat ED Elea EBOS'Tor (E) Edging ' OCT Exterior EYE Eye end Fero Wash ® Sec FA Re Nan FC Fabric Covered FD Fkor Drab FDC Flee Department Cormecron FOR Fenn Dryer FOR! Foadaeon FF Factory Fkdeh FH , Fume Hood P80 Fba Here Cabinet RN Finteked) FLASH Flashing WR( RRRFDq ) Repro FOC Faro of Concrete -FOM Face dMaxey FOS Face oS1d FOW Fag of Wd FRP Fiber Reinforced Panel FT FeetFool FFrG Faxtag R1RR Furring FX Firer FE Re Blinguldrer Cabinet N 0 P 0 R s GA GALV GB GC (G 0►t) 01 01 GWB H HB HC HDR HDWR HY HOR¢ HR M ID BJSUL INT IPS JAN JST Jr LAV LF u. LS MAR MAX MB MDF MECH MEP MF MFR MH MIN MSC MO MR MTD MTL MW N NC NTS OA OBS Oc CO OF/CI OF101 OFF OH OPP PCP PO PF PL PLAN PLAS PLWD PR PRS PS PT PTD PIN PTR PWR OT R RA RB RCP RD REP RED1F RES& RE0 RF RL RSA RO RST RTF RTM 5 S&L S&R S&V 3ATC SC BCHED SCT 3D SDR SECT SGD SGWB SiT SIM SND BNDU SOG SO Gme Gehwed SSTL Grab Bar STD General Contra= 8TL GsNardzed ban STOR Dees STRUM' Gypsum Walltoard O Wallboard/ Water Redstard ABP 0/13se n (Board) 3V1CR sYM FkIpM SWAM Hose Bibb T Medea Core T Header T&G HaNware TB Hobe Metal TC Horimda TDMR Hour TEL HegM TEMP THK IX BD TOB MC TOP TOS TOW TPD TR2 TS TSCD TV 1WC TYP U UNPIN UNO V VAR VCT VERT VEST viF bade Diameter Insulate e Interim bar Pipe She Mat Joie Langer or Look tanday Lateral Re Live toed L>gd Se Made Madmun Meddne Bolt Medan Density Fiberboard Mechanical B78drist Pkortbp Metal Rash Mse&C&aer VP Manhole VWC Mink= MboeOeneas w Masonry Opening M Gypsum g Ma ob oar m Wa Board O Mounted Mehl Mcrewave North Not In Contract Net To Scale Nadi Obscure On Carder ouskle Diameter Omer Furnished/Contractor Waned Owns RmdeheNOrner installed Omni Overhead Perawd Caned Raster Pend Drawer Pend Fabric Pale Plastic tartdnete Plaster Pi Pet Pig Slat Rdeclion Screen Paint Paps Towel Dispenser Reim Pass= Treated Power OWLS Quarry T&e RaS s or Meer Rehm AO Rubber or RedOerd Base RBBsdad Csmag Fan Roof Drab or Rod Reference or Re&perator Retreated Realist Reradrid Reallent Roaring Rein Leader Room Ranger OPsing Resole tSlat Tined ReaOert Tae Rooting Rubber The Met Sand Stab & Lamar stye a Bear & V Varnish Suspended Aawetle l Tae Ceahg• Sam Care Schedule(d) Storage Cabinets Storage Maven Seep Dispenser orStotr m Section Siding Glass Dor Suspended Gypsum Wall steer 118 WC 1108 110 11131 11H WOM 11P 1111 WPM WT WWF Sante Service Sink, Sloan a Sane Stainless Sleet Standard Steel Storage Structural Suspended Cana Sheet Vkly1 Sheet Vinyl Chemical Resist! Symbol Symmetrical Treed Tongue and Groove Tars Board Tall Cabinet Towel Dispenser Waste Rea Telephone Teetered Tack Board Top d Beam Top d Cub ar Canada Top d Paw/nerd Top d Stnraae or Stab Teo dWall Toilet Peper Dispenser Term Tube Sled Toast Seat Cover Disperser Television Tel Wardrobe Cabinet TYFrole Urdbished Unless Noted Otlenbe Varies Vinyl Canposmoa Tb Vertical Veatibuie Verify In Field Veneer Paster Vtrryl Wal Covering West or Washer or Wtlth With WNW White Bawd Water Closet Wardrobe Cabinet Wand Wired Goss Water Hester Welk De Met Water Prod Waste Receptacle Waterproof Membrane Wedded Wire Febdo BERGMAN LUGGAGE TENANT IMPROVEMENT AT WESTFIELD MALL rw,,,+r HARDIAL GILL BELLEVUE. WASHINGTON E ,...EiV=AATE PERMIT REQUIRED FOR Entechanted tuMbing ; fling c;. Tukwila N 1 IJt�dl�;t SIGN PP.!. v edw approval is subject to wars and ontssions. . -- J of ccnstrtuction documents does not authorize .;.'tor, any adopted Code of ordinance. 0. Loproveo held Copy and conciliar Is to changes shad be ac a to the CAE 628 of work without prior approval of SGODaaI'e D''°r Tukwila Building Division. ! ; ; iotl3 will require a new plan submittal cm-3 may inc uqe additional plan review fees. RECEIVED CITY OF TUKIMLA ��,\D SEP272011 \�.ERMITCENTE VICINITY MAP -- NO SCALE RE DIRECTORY: WESTFIELD SOUTHCENTER MALL WESTFIELD 102 SOUTHCENTER MALL SEATTLE, WA 98188 PHONE (206) 248 -7400 httpJMrestfleld.c mtsout center CONTACT: SCOTT PRIESTER PHONE (323) 578 -3849 EMAIL: apdester@us.westfleld.corn TENANT BERGMAN LUGGAGE PHONE 1. 800.237.4826 17142 SE 58TH STREET www.bergmanluggage.com BELLEVUE• WA 98008 CONTACT: HARDIAL GILL JEFF 8000 AN ARCHITECTURAL: BELAY ARCHITECTURE 708 BROADWAY TACOMA, WA 98402 WSW. PHONE EMAIL PHONE EMAIL: (206)365.6790 gflgecenter.com (503) � !e 108a teT.co G PHONE 4415400 FAX 253)4415401 CONTACT: JOHN F. WHITE PHONE EMAIL GREG BENTON PHONE EMAIL: MECHANICAL: BIDDER DESIGN ELECTRICAL: BIDDER DESIGN (253)441-6400 iterabelayarehitecbtre.t m (253)441-5400 FIRE PROTECTION 1 SPRINKLER; BIDDER DESIGN CODE INFORMATION: rEct hr REVIEV' GODECO APPR SEP 3 City of 'DIIii. SCOPE TENANT IMPROVEMENT OF I C 1._ _ MALL LEASE SLOT - NEW STOREFRONT, DISPLAYS, FINISHES, ACT CEILING & RELATED ELECTRICAL, MECHANICAL, FIRE SPRINKLER / PROTECTION DESIGN. MALL BUILDING WAS PERMITTED UNDER THE UBC. OCCUPANCY LOAD & EXITING PER MALL PERMITTING. OCCUPANTS EXITING TO MALL CORRIDOR ZONING: TUC (TUKWILA URBAN CENTER) CONSTRUCTION TYPE IIB - FULLY SPRINKLERED OCCUPANCY TYPE: GROUP 1vP - MERCANTILE INCIDENTAL USE S-2 NON - HAZARDOUS STORAGE TENANT AREA: 2,051 SF CODE 2009 INTERNATIONAL BUILDING CODE STATE OF WASHINGTON CHAPTER 5150 WAC APPENDIX E, SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS ICC /ANSI A117.1- 2003, AMERICAN NATIONAL STANDARD CITY OF TUKWILA AMENDMENTS ADA REQUIREMENTS: ADA COMPLIANT RESTROOMS PROVIDED OUTSIDE OF TENANT SPACE IN COMMON CONCOURSE AREA RELEVANT CODES: 2006 INTERNATIONAL BUILDING CODE wl WA. AMENDMENTS 2008 INTERNATIONAL MECHANICAL CODE wl WA. AMENDMENTS 2008 UNIFORM PLUMBING CODE w/ WA AMENDMENTS 2008 INTERNATIONAL FIRE CODE w/ WA AMENDMENTS 2008 WASHINGTON STATE ENERGY CODE 2005 NATIONAL ELECTRICAL CODE 1 f PERMIT REVISION SET 2 'ED FOR VIPLIANCE OVED 0 2011 VV— Tukwila DIVISION Project No. Issue — D80 Revisions ® 08/00/11 PERMIT REVIEW ® 09/26/11 REVISION General Information G1.0 1 GENERAL NOTES: 1. SALVAGE SECURTY SYSTEM TO INCLUDE CAMERAS, LENSES, DOMES, WIRE AND CABLING, CONTROL BOXES, POWER SUPPLIES AND AU. RELATED HARDWARE AND SOFTWARE - DELIVER TO OWNER IN BOXED CONDmON. 2. CONFER WITH OWNER TO DESIGNATE SALVAGEABLE ITEMS AND DISPOSmON THEREOF. 3. CEIUNG - MOUNTED EXIT SIGNAGE TO BE SALVAGED AND DELIVERED TO OWNER IN BOXED CONDmON. 4. CONFER WITH OWNER TO DESIGNATE WHICH SALVAGEABLE ITEMS ARE TO BE STORED ON SITE OR ELSEWHERE AND UNDER WHAT STORAGE CONDmONS. GENERAL DEMOLITION NOTES: 1. ALL INFORMATION REGARDING EXISTING CONDIONS MAY NOT REFLECT ACTUAL FIELD CONDmONS. UPON DISCOVERY OF AN DISCREPANCIES BETWEEN DRAWINGS DEPICTING EXISTING CONDmONS OR UPON DISCOVERY OF UNKNOWN CONDmONS DETRIMENTAL TO THE COMPLETION OF THE WORK INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER, IN WRmNG, OF THE CONDION IN QUESTION BEFORE PRECEDING WITH THE WORK. 2. SALVAGE IS DEFINED AS THE CAREFUL REMOVAL AND RETAINING OF ITEMS AS SHOWN IN DRAWINGS FOR POSSIBLE REUSE OR DELIVERY TO OWNER. 3. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING NECESSARY TO MAINTAIN STRUCTURAL INTEGRITY. AT NO TIME SHALL THE EXISTING STRUCTURAL MEMBERS BE SUBJECTED TO CUTTING, DRI W NG, OR ANY MODIFICATION PROCESS THAT MAY INTERFERE WITH RS STRUCTURAL INTEGRITY. 4. REMOVE EXISTING CONSTRUCTION AS INDICATED IN DRAWINGS. THE TYPICAL WALL REMOVAL INCLUDES FINISHES, MECHANICAL AND ELECTRICAL SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CASEWORK, DISPLAY FRAMES AND WINDOWS AND OTHER FIXTURES AS REQUIRED. PATCH HOLES IN WALLS, FLOORS, AND CEILNGS TO REMAIN TO MEET THE ORIGINAL OR INDICATED FIRE PROTECTION AND ANY STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, FLOORS AND CEILINGS AND PREPARE SURFACES TO RECEIVE A NEW FINISH AS PER FINISH SCHEDULE. 5. CARE SHALL BE TAKEN AT THE INTERFACE BETWEEN DEMOLITION AND EXISTING CONSTRUCTION TO REMAIN TO AVOID DAMAGE TO ANY SYSTEM TO REMAIN. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXISTING SUBSTRATE REPAIR IN ALL AREAS WHERE DAMAGED OR COMPROMISED. 7. R IS INTENDED THAT REMOVAL OF ALL MAJOR MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS SHALL BE COMPLETED BY THEIR RESPECTIVE TRADES. ALL ITEMS TO BE REMOVED ARE NOT NECESSARILY SHOWN ON THESE DOCUMENTS. ONCE REMOVAL OF MAJOR ITEMS IS COMPLETED BY THE RESPECTIVE TRADES, THE REMAINING ITEMS ARE TO BE REMOVED BY THE GENERAL CONTRACTOR. 8. ALL EXISTING CONSTRUCTION REMAINING AFTER DEMOLITION THAT INTERFERES WITH NEW CONSTRUCTION SHALL BE REMOVED AS DIRECTED BY THE OWNER UPON NOTIFICATION OF THE CONTRACTOR. 9. WALL, FLOOR AND CEIUNG DEMOLITION INCLUDES, BUT NOT LIMITED TO ANY AND ALL MASTIC, APPLIED FINISH MATERIAL, SHELVING, CASEWORK, BRACKETS, STANDARDS, ANCHORS, FASTENERS, BASES, CURBS, AND FIXTURES (WHETHER OR NOT SPECIFICALLY NOTED) THAT INTERFERE WITH NEW CONSTRUCTION. 10. PROVIDE TEMPORARY PROTECTION AS NECESSARY AND AS REQUIRED BY THE OWNER, AHJS AND BUILDING OFFICIALS 1D SEAL AREA FROM THE REST OF THE BUILDING AND MAINTAIN SECURITY. 11. THE CONTRACTOR SHALL NOTIFY, COORDINATE, SCHEDULE AND RECEIVE PRIOR PERMISSION FROM THE OWNER IF ANY SHUT -DOWN OF SERVICES IS NECESSARY TO COMPLETE THE WORK NOTIFICATION SHALL INCLUDE THE TYPE OF SERVICE, AREA AFFECTED, REQUESTED SHUT DOWN TIME, LENGTH OF TIME, SERVICE TO BE DISCONNECTED AND PROPOSED RECONNECTION TIME 12. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED N A WATERTIGHT CONDmON AT ALL TIMES. 13. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL GOVERNING AUTHORJES AND WESTFIELD REPRESENTATIVES. 14. IF AN EXISTING FIREPROOFING OR FIRE ASSEMBLIES WHICH ARE INDICATED TO REMAIN ARE DAMAGED, THEY SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION REQUIREMENTS. 15. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ASBESTOS, NOTIFY THE OWNER PRIOR TO REMOVAL REMOVAL, DISPOSAL AND REPLACEMENT OF THE ASBESTOS MATERIAL SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 18. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL EXISTING TO REMAIN FINISHES WHICH ARE DAMAGED DURING DEMOLITION (LE CEILING GRID, ACT, WALL OR FLOOR COVERINGS, ETC.). 17. DOORS AND DOOR HARDWARE THAT ARE IN GOOD CONDmON IN THE OPINION OF THE OWNER MAY BE REUSED IF IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT (A.DA). ALL KEY LOCKS TO BE REMOVED SHOULD HAVE A LABEL ATTACHED INDICATING THEIR FORMER ROOM LOCATION. ALL DOORS AND DOOR HARDWARE WILL BE RETAINED BY THE OWNER AND SHALL BE DELIVERED TO THEM BY THE CONTRACTOR DEMO WALLS AND DISPLAY CASES AND WINDOWS DEMO FLOOR TILE, CARPET, BASE AND RELATED FLOOR ACCESSORIES SALVAGE EXIT SIGNAGE AND SECURITY SYSTEM r DEMO ROLL-UP STOREFRONT GRILL DEMO FASCIA AND GLAZING ABOVE ROLL-UP STOREFRONT DEMO ROLL-UP STOREFRONT GRILL DEMO DROPPED HEAD, .. DISPLAY CASE AND DROPPED + CEIUNG DEMO WALLS, DISPLAY CASES AND WINDOWS L DEMO FACADE AND DISPLY s<utt, \\ / 41° / DEMO FIXED SHELVING; SALVAGE OWNER'S/ FIXTURES // 1 _, / / /4,/,* / STORAGE I 101 1 / DEMO FIXED SHELVING, SALVAGE OWNER'S FIXTURES Exrr SHOW ROOM 100 1 1 DEMO ALL COLUMN WRAPS AND ASSOCIATED RACKS AND FDCTURES DEMO CEIUNG TILE, CEILING GRID, FASCIAS, LIGHTING FIXTURES, FASCIAS AND COFFERED CEILING FEATURES DEMO ALL FLOORING, TO INCLUDE CARPET AND VCT DEMO ALL ANGLED WALLS DOWN TO DEMISING WALL DEMO WALLS AND DOOR, SALVAGE DOOR AND HARDWARE rpy- v t/ EXISTING WALLS WALLS TO BE DEMOLISHED OAl Demo Floor Plan SCALE.118W-0' m NORTH REVIEWE FOR CODE COMPLIANCE APPROVED SEP 3 0 2011 City of Tukwila PUILDING DIVISION RETAIN ELECTRICAL/ UTTUTY PANELS DEMO FIXED SHELVING, SALVAGE OWNERS FIXTURES CIIYOFT�UKNALA SEP 2 7 2011 PERMIT CENTER 1 Project No. Issue — 080 Revisions ® 08/00/11 PERMIT REVIEW ® 09/28/11 REVISION Demo Floor Plan AD1,0 PERMIT REVISION SET 2 1/2' x 3' PLAN FACED MAPLE TRIM - MITER CORNERS 2-1/7 METAL SKIDS TS COLUMN GLAZING & DOOR 518' TYPE ' GWB UPTO6' ABOVE ADJACENT ACTCEOJNG 3/4' x 6' STAINED WOOD BASE (WD-1) DISPLAY DECK - WHERE OCCURS 1/2' P4.AM END CAP Ur x1/8' HORIZ REVEAL 8'-0'AF.F. 1/8' x 1/8' REVEAL PANTED BLACK 2 U METAL STUD WALL FRAMING x 6' STAINED — WOOD BASE 518' TYPE 'X' GWB P1AM PANEL BOTH SIDES. WITH 1/8' x 1/8' HORIZ. REVEAL (9 8'-0' kF.F. SHELF SUPPORT ROD. - WHERE OCCURS - SEE DETAIL 71A2.1 SIM. 2x CONT. BLOCKING 2)(213/0031G FASTEN DIRECTLY TO CONCRETE SLAB ®Display Platform SCALE =1'-0'm r P-L AM WD BASE Y IiLALJNIi TEMPERED SAFETY GLAZING CONCOURSE SIDE Plan 4' MAPLE - FACED PLYWOOD, RAISED DISPLAY PLATFORM FINISH OVER 1/2' PWD O/ 1/2' PWD O/ 2' 4' 508' TYPE x GWB 1 rDISPLAY CASE II GLAZING 1/7 X 4' PLAIN -FACE MAPLE TRIM BD DISPLAY CASE • 1/? X 4' PLAIN-FACE MAPLE TRIM BD 2X BLOCKING CENTER OF DEMISING WALL FINISH OVER 1/2' PWD 0/ 1/7 PWD O/ 5/8' TYPE x GWB 1/7x3'PLAIN FACED MAPLE TRIM BD - MITER CORNERS ENTRY DOORS ising Wall & Display Case 14 GA. STAINLESS STEEL TUBING OVER THREADED ROD (CPT -2) ON TOP SIDE OF SHELF OR PLAIN - FACED MAPLE, PER OWNER 1X6 PLAIN -FACE MAPLE TRIM 8D T-5 H.O. STRIP LIGHT (E-1) - PAINT HOUSING P-3 (AT DISPLAY SHELVES ONLY) 2X4 OUTRIGGER GROMMET - MATCH ACT COLOR ACT - PROVIDE LATERAL BRACING TO STRUCTURE ABOVE WALL UNE SUPPORT ROD. SEE DETAIL 7/A2.1 2X4 OUTRIGGER FINISH PER FIN. SCHED, 518' TYPE 7CG c o® Display Mezzanine @ � SCALE 1/r = vol, est Wall GLAZED DISPI A' @ CORNER EXIT EXISTING MALL FLOORING TO BE PROTECTED, PATCHED AND REPAIRED TO MATCH EXISTING MALI. FLOORING. EXISTING MALL FLOORING SHALL EXTEND INTO TENANT ENTRY VESTIBULE UP TO UNDERNEATH CENTERLINE OF TENANT ENTRY DOORS, (TYP. AT BOTH ENTRIES). DISPLAY CASE - SEE NORTH ELEVATION, SHT. 0/2 BELRY.ARCHItECtURE 4 14! ■ ■ \ ■ ■ ■ \ % ■I1 ■ I ■Ili � TTiAVELA 1� 1111 T_ ■.....1f.ii T� — EXTENT OF SOFFIT ABOVE 1 41 '!IllliulllM ���.'�,�.i ■111 AM El 11 ►I ■11 :iii ' '7■AIII REVIE.';■:ED OR CODE COMPLI \NCE APPROVE WALL, BOX SIGN - PER WESTFIELD STANDARDS -1C-O TO TOP OF SIG% FROM F.F. SEP 3 0 20 City of Tu €`U1LDING DIV EXTANT OF DISPLAY MFZZ. ABOVE DOSITNG ELEC. PANELS - NOT TO BE MOVED EXTANT OF DISPLAY MEZZ ABOVE ih mow OF Ttj L4 SEP ? 7 2011 PER ; ER SET 21 OAl Floor Plan SCALE:1/8'=1'4' p GENERAL NOTE: 1. ALL WOOD USED TO BE TREATED WITH FIRE RETARDANT. 2. GLAZING SHALL BE SUPPORTED ON ALL SIDES PER IBC 2403.2; SEE #11, A2.1 0 Pled No. Issue — 060 Revisions 08/00/11 PERMIT REVIEW Al 09/26/11 REVISION Floor Plan A1.0 OCCUPANCY: M - MERCANTILE 1,590 NSF / 30 SF 1 OCCUPANT = 53 OCCUPANT S2 - NON - HAZARDOUS STORAGE 244 NSF / 300 SF / OCCUPANT = 1OCCUPANT; TOTAL OCCUPANCY: 54 EXITING: REQUIRED EGRESS WIDTH: 54 OCCUPANTS x 2' (IBC 1005.1) = 10.8° REQUIRED; 144° PROVIDED, SO OK. FROM TABLE 1015.1- SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY; M AX. OCC. LOAD FOR V OCCUPANCY REQUIRING ONLY 1 EXIT IS 49. PROPOSED OCCUPANCY IS 54, SO 2 EXITS REQUIRED. 10152.1 TWO EXITS OR EXIT ACCESS DOORWAYS. WHERE TWO EXIT OR EXIT ACCESS DOORWAYS ARE REQUIRED FROM AN PORTION OF THE EXTT ACCESS, THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE -HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT UNE BETWEEN EXIT DOORS OR EXIT ACCESS DOORWAYS PROPOSED DISTANCE BETWEEN EXITS = 35.5 FEET; MAX DIAGONAL MEASUREMENT OF SPACE = 63 FEET; SO 35.5 FT. > 31.5 FT (63/2). 1014.3 COMMON PATH OF EGRESS TRAVEL IN OCCUPANCIES OTHER THAN GROUPS H-1, K-2, AND H-3, THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75 PROPOSED COMMON PATH EGRESS = 25FT < 75FT, SO OK. EXIT SIGNAGE & ILLUMINATION: 1011.1 EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO OCCUPANTS ... ILUMINATED EXIT SIGNS PROVIDED AT BOTH EGRESS DOORS, SO OK 1006.1 ILLUMINATION REQUIRED. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 10062 ILLUMINATION LEVEL - PATH OF EGRESS TO SHOW 1 FOOT-CANDLE ILLUMINATION AT THE WALKING SURFACE LEADING TO THE EXIT DISCHARGE DOORWAYS. 1006.3 ILLUMINATION EMERGENCY POWER. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS: 1. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE FORA DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CHAPTER 27. 1007.1 ACCESSIBLE MEANS OF EGRESS REQUIRED. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED BY SECTION 1015.1 OR 1021.1 FROM AN ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. @Exfting,NSignage & Illumination SCALE r DISPLAY UNITS, (TYP.) 1P 1 SHOW ROOM M MERCANTILE: 1,590 / 30 30 SF / OCCUPANT = 53 OCCUPANT c= I■MI■ MEIN me72. 01111:' Vial k/ LUGGAGE STORAGE S-2 NON - HAZARDOUS STORAGE 244 / 300 SF =1 OCCUPANT OEgress Floor Plan B 1 SCALE:1/8'4-0' NORTH REVIEWED FC CODE COMPLIAI APPROVED SEP 3 0 2011 City of Tukwii; LrUILDING DIVIS �� CITY OF TUKIMLA SEP 2 7 201 1 PERMIT CENTER ; PERMIT REVISION SET 2. R sICE Revisions 08/00/11 PERMIT REVIEW ® 09/2S/11 PERMIT REVIEW Egress Plan A1.1 RECESSED, CAN-TYPE EXR SIGN, EMERGENCY LIGHTING, POWER BACK -UP PER ELECTRICAL - BO OAPPROX. 50130' — SIGN PER WESTFIELD STANDARDS FLAG MOUNT, ILLUMINATED, WALL, BOX SIGN - PER WESTFIELD -7115111Mlemmilit • • Ex SPOT UGHTI PER ELECTRICAL GWB@9'6 -12' SHOW ROOM FLOURESCENT LIGHTING UNDERSIDE OF MEZZ PER ELECTRICAL'. APPROX 50`X30' SIGN PER WESTFOELD _ STANDARDS C = = 7 GWB ©17S' 24X48 ACOUSTICAL CEILING TILE - SCORED TO RESEMBLE 24X24 ACOUSTICAL CEILING TIES. °ACT Reflected Ceiling Ian SCALE:1/6'=1'.o A\ EB EXTENT OF MEZZ -SEE MEZZ RCP - 2/A2.1 GWB @9'6 -12' GWB@9'6 -12' LUGGAGE STORAGE EXTENT OF MEZZ. - GENERAL NOTE: ALL WOOD USED TO BE TREATED WITH FIRE RETARDANT. EXTENT OF MEZZ. REVIEWED FOR CODE COMPVANCI APPROVED SEP 3 0 2011 City of Tukwila rU LDING DIVISION, N °' BELRY.RRCHI?EC?URE FR I RECEIV,Q_ CITY OF TUKKWWIILA 060 Revisions ® 08/00/11 PERMIT REVIEW ® 0926/11 PERMIT REVIEW SEP ?72011 o PERMIT CENTER Reflected Ceiling Plan PERMIT REVISION SET 21 I A2A GAP BETWEEN GLAZING UNITS, PER �m v MANUF, GUIDELINES FASTENERS, PER GLAZING MANUF. MTL OR ACRYLIC GLAZING CUP, PER MANUF. 1/2' TEMPERED STOREFRONT GLAZING Storefront Glazing Clip SECTION OF CUP SCALE 1' =V-0' CONNECTION DEVICES TO BE OF AN APPROVED TYPE 8 HAVE MIN. 1008 CAPABILRY 1YP8-0, MAX Lateral Bracing Detail COUNTER SLOPE HANGERS IF MORE THAN 1:8 OUT OF PLUMB SECURE AU. HANGERS TO BUILDING STRUCTURE, TRAPEZE DUCTWORK & OTHER LARGE OBSTRUCTIONS CROSSRUNNERS P1 MINN. MAIN RUNNERS LATERAL BRACING @ 17-0 OC EACH WAY, MAIN RUNNER TO STRUCTURE, BEGIN BRACING WITHIN (r-0' OF PERIMETER & 2' FROM CROSS MEMBER VERT. STRUT 17-0' OC EACH WAY MAW RUNNERS (84'-0' CO SUPPORT W/ #12 WIRE (I) 4'-0'OC CEILING TIE ADDITIONAL HANGERS ATTACHED TO ALL MEMBERS WITHIN 8' OF PERIMETER STABILIZER BAR BETWEEN ALL MEMBERS ® PERIMETER SCALE: N.T.S. SPRING CUP - MAXIMUM LOAD 334 LBS. CAPITAL TESTS 1978 3/4' HEAVY DUTY TUBING 12 GA. SPLAYED SUPPORT WIRES ®Seis2 mic Bracing Detail SCALE N.TS. COMPRESSION POST (PAT. PENDING) CROSS RUNNER # 12 GA. SUPPORT WIRE MAIN BEAM Q Wall to 6" Above Ceilin SCALE: 1-12' = 1''S.SEE DETAIL m TYP. HORIZONTAL PLAN TYP. FLOOR SECTION TOP OF WALL CONSTRUCTION plc r AL JIUL) WALL BRACE ET TILE TO FIT PARTITION HEAD OR WALL UNE ACOUSTICAL CEILING TILE L -METAL EDGE 5/8' TYPE 7C GWB 0/ MT. STUDS TYPE IC GWB EACH FACE c)Typical Wall Detail - PI SCALE: 1 -1/2' =1'-L 1/4' 1/8' METAL STUD FRAMING MIN.16' O.C. MAX 24' O.C. BASE AS NOTED ON PLANS SILL TRACK TO BE FASTENENED DIRECTLY TO SUBFLOOR TYP. FLOOR FINISH MATERIAL AS SCHEDULED - Section 1/8' Zo WALL UNE 8' HIGH STAINED WD BASE - FINISH PER FINISH SCHEDULE FLOOR FINISH PER FINISH SCHEDULE ®Typical Wood Wall Ba SCALE: 3' =1'-0' p 1/2' PLYWOOD 5/8' TYPE 7C GWB 35/8' METAL STUD 1X4 STAINED PLAIN -FACED MAPLE TRIM BOARD, BOTH SIDES 2X BLOCKING WINDOW FRAME 8 GLAZING PER MANUF. ®Concourse Display Ca SCALE: 1 -17 =1'-01, 1/2' MAPLE VENEER PLYWOOD DISPLAY UGHTING PER ELECTRICAL e @ Head ii 1' -2 3/4' FASCIA 0/ 12 PWD• MITER FASCIA TO BASE WINDOW FRAME 8 GLAZING, PER MANUF 2X WOOD BLOCKING 3-5/8' METAL STUC 3(4' STAINED SOUL MAPLE BASE BOTH SIDES ®Conc7 ourse Display Ca SCALE: 1- 12'=P-0m e Base WALL FINISH PER FINISH SCHEDULE 15d' STAINED, SOLID MAPLE TRIM (WD-1) TYPE 7C GWB - FINISH PER FINISH SCHEDULE PROVIDE SUPPORT STUD AT SHELF SUPPORT ROD LOCATION 1/7 LOCK NUT (2)1/8'x1 V2'DIA WASHERS FOR SHELF SUPPORT. 1/2' LOCK NUT 1/2' DIA. THREADED ROD O Display Walls J MMIDI ■! Shelf ii • GA. STAINLESS STEEL TUBING OVER THREADED D. ort Deg SCALE: 1 -12' =1'S, 14 GA. STAINLESS STL TUBE 0/ THREADED ROD. 1X PLAIN -FACED MAPLE FASCIA TRIM BOARD 4' METAL STUD , —12' PLYWOOD J L. CAN LIGHT PER ELECTRICAL 1/2' MAPLE VENEER PLYWOOD COLUMN BEYOND GLASS ENTRY DOOR Lid • Entrance SCALE: 3/4' =1'-0yt, 5/8' TYPE 'X' GWB CODE COMPLIANCE" APPRO'/ SE? 3 0 2011 City of Tukwila rUILDING DIVISION �p CITY OF TUKWIiA SEP272011 j PERMIT CENTER PERMIT REVISION SET 21 BELAY.ARCHITECTURE Project No. Issue — 080 Revisions m 08/00/11 PERMIT REVIEW ® 09/28/11 REVISION Misc. Details A2.1 DISPLAY PLATFORM 6' A.F.F. SOFFIT ABOVE —1 BUTT GLAZING g CORNER 111 A% - YT,- ■ ■ ■ ►■■Ir 21/7 QWest1 Storefront Plan SCALE 3115 l'-0',4 NEW STOREFRONT TO COVER EXISTING 'FLUTING' 30'X15'X7, DOUBLE-SIDED, INTERNALLY LET, BRANDED WITH TENANTS SIGNATURE COLOR & FINISH & FLUSH - MOUNTED 1V-0' AF.F TO TOP OF SIGN. AREA OF TEXT TO BE NO TALLER W. SIGN IS TO BE FLUSH-MOUNTED TO PILASTER ADJACENT TO DOOR PER WESTFIELD SIGN DESIGN STANDARDS. ENTRY DOOR PILASTER BEYOND - SHOWN TO DEMONSTRATE OF BLADE SIGN PER WESTFIELD SIGN DESIGN STANDARDS 11' 2V ENTER FLAG' ' SIGN g P TOP OFSGNg 10-0' A.F.F. P-LAM PANEL (P-UU,17) 3'S 3/r 3'S 3/r /l\ GLAZING CUP AND — TEMPERED GLASS SPACING PER GLAZING DISPLAY MANUF. 3538' 3'S 318• AREA FOR SIGN - LETTER HEIGHT NOT TO EXCEED 18' LENGTH OF SIGN 3'S 3/8' 3' -01/8' 1' 512' 3' NOT TO EXCEED 50% OF STOREFRONT WIDTH 512' 7-0' SeGNJ ttSIGN FLAG SIGN - AS SEEN FROM SIDE 4'-0' P-LAM PANEL (P-LAM 1) IPU ENTRY SRS {r //, /\ DOOR SCHEDULE MARK SIZE TYPE MATL FINISH HDW NOTES 1 (PR) 3'-0' X 9'4' A GLASS :: 1 1,2 3'S• 4 3'S' 4' 3'S' NOTES: 1. 1/' TEMPERED GLASS, DOUBLE-ACTING HERCULITE DOOR WITH RECESSED FLOOR CLOSER. ALL HARDWARE SHALL BE PER DOOR MANUFACTURER, HARDWARE SHALL HAVE A SATIN STAINLESS FINISH. 2. COORDINATE HARDWARE REQUIREMENTS WITH TENANT. DOOR TYPES '-0 1/8 ALIGN TOP OF FASCIA 7-- WITH ADJACENT STOREFRONT 3' -1018' 4' -0 1/W 1' TOP OF FASCIA @155'F BOTTOM OF FASCIA g17-0"F 1X2 WOOD TRIM P-LAM PANEL (P-LAM 1) 1X4 WOOD TRIM P-LAM PANEL (P-LAM 1) f O .. C Mk SEP 3 0 2011 City of Tukwila :1a rU1LDING DIVISION METAL CLAD WOOD BASE F.F. @O'-0'$ GENERAL NOTE: ALL WOOD USED TO BE TREATED WITH FIRE RETARDANT. RECEIVED CITY OF TUKWLA SEP 2 7 2011 PERMIT CENTER 1 PERMIT REVISION SET 21 Project No. Issue — 060 Revisions ® 08/00/11 PERMIT REVIEW 0928111 PERMIT REVIEW West Storefront Plan & Elevations A3.0 N 'P 3'S• 4 3'S' 4' 3'S' TOP OF FASCIA @155'F BOTTOM OF FASCIA g17-0"F 1X2 WOOD TRIM P-LAM PANEL (P-LAM 1) 1X4 WOOD TRIM P-LAM PANEL (P-LAM 1) f O .. C Mk SEP 3 0 2011 City of Tukwila :1a rU1LDING DIVISION METAL CLAD WOOD BASE F.F. @O'-0'$ GENERAL NOTE: ALL WOOD USED TO BE TREATED WITH FIRE RETARDANT. RECEIVED CITY OF TUKWLA SEP 2 7 2011 PERMIT CENTER 1 PERMIT REVISION SET 21 Project No. Issue — 060 Revisions ® 08/00/11 PERMIT REVIEW 0928111 PERMIT REVIEW West Storefront Plan & Elevations A3.0 EXTENT OF DISPLAY MEZZ. ABOVE DISPLAY CASE - — SEE NORTH ELEVATION, SHT. A3.0/2 DEMISING WALL O1 North Storefront Plan SCALE 3n5 =11.-7m 1'-0' 4 3'3 7/8' 3'-3 7/8' EQ. 3%0' 4411' 3'-0' Iii 3' -5 1/2' Y-5 1/2' 7-8 7/8' 4' -01/4' 4' -0 1/4' 4' -01/8' 1 -0 EQ. CENTER 'RAG' SIGN @ PILASTER CENTER SIGN ON GLAZING PANEL 1 ALIGN TOP OF FASCIA WITH ADJACENT STOREFRONT 1X2 WOOD TRIM P-LAM PANEL (P-LAM 1) 1X4 WOOD TRIM P-LAM PANEL (P -AM 1) METAL CLAD WOOD BASE P-LAM PANEL (P-LAM 1) GLAZED DISPLAY CASE - ACCESSIBLE FROM INTERIOR FLAG SIGN AS — VIEWED FROM SIDE - TOP OF SIGN: 10'-0' AF.F. AREA FOR SIGN - LETTER 11E1°41.18'; NOT H OF S TO EXC P4-AM PANEL TEMPERED GLASS LENGTIGN EED NOT TO EXCEED 50% OF (P4AM 1) DISPLAY GLAZING CUP AND SPACING PER GLAZING MAN F. DISPLAY PLATFORM 8' A.F.F. SOFFIT ABOVE BUTT GLAZING CORNER J f/ 1'-0' 7-9 7/8' 3' -7 7/8' 3' -7 7/8' 51 3'S' 7' STOREFRONT WIDTH 5112' 3'-1' 3'-0' /1'-0' 3' -11' T -11' 3' -11' 3' -11' q u 0 u 41 4 zsi H II SIGN _ „el / / // \ \ \ \` ENTRY\\ ' 0 l = 01 _1) N w an rill / ,'GLASS A \\ DOORS 7-4' 4� 3'37/8' 4' 3'37/8' - 4 3'-0' %' AM 6 -'-6" \/ /� %/ \ // v CD 1 GENERAL NOTE: /\ ALL WOOD USED TO BE TREATED WITH FIRE RETARDANT. REVIEWED FOR CODE COMPLIANCE APPROVE: SEP 3 0 2011 City of Tukwila ?UILDING DIVISION RECEIVED CITYOFTllKWILA' SEP 2 7 2011 PERMIT CENTER PERMIT REVISION SET 21 BELAY ■ARCHITECTURE Pitied No Issue — 080 Revisions ® 08/00/11 PERMIT REVIEW ® 09/28/11 REVISION North Storefront Plan & Elevations A3.1 14 GA. STAINLESS SW TUBE 0 THREADED ROD - ATTACH STRUCT. ABO LAY-IN CEILING SUPPORT WIRE TO STRUCTURE ABOVE GROMMET 5i MATCH ACT COLOR / / / / J P-LAM 0/)1' PWD, PER FINISH SCHEDULE, 0/ 35/8' METAL STUDS —1X6 PLAIN FACE MAPLE 1X4 PLAIN -FACE MAPLE TRIM BOARD DISPLAY MEZZANINE v FINISH 0/W PWD, PER t4 FINISH SCHEDULE, 0/ 5/r in TYPE X GWB, 0/ r Mil_ STUDS FINISH PER FIN. SCHED. 1X4 PLAIN-FACE MAPLE TRIM - EASE EDGES 1X4 PAINTED CLEAT 2X4 OUTRIGGER 5/8' TYPE 'X' GWB 7 -10' WALL FINISH 0/ 518' TYPE T GWB - PER FINISH SCHEDULE 3'-0' 1X4 PLAIN -FACE MAPLE TRIM - EASE EDGES N. 1X4 PLAIN FACE MAPLE W/ 117 QUARTER ROUND - STAINED TO MATCH 3/4' STAINED SOUD MAPLE BASE 0/ 1/T MAPLE VENEER PWD tD QWall Section thru Lug • • � e Dis � la SCALE 112' =1'-0' m METAL STUD BRACE - EVERY 48'\ SUPPORT WIRE TO / / STRUCTURE ABOVE --- / / / / / C.T. LAY -IN C IL1NG / / — — 518' TYPE 7P GWB SOFFIT, SEE CEILING PLAN FOR EXTENT 14 GA. STAINLESS STL TUBE 0/ THREADED ROD. SIGN PER WESTFIELD Ian PER CEILING PLAN GLASS ENTRY DOOR HINGE SIDE - DOORS TO SWING OUT TOWARD CONCOURSE - SEE FLOOR PLAN ®A1 /A1.0 GLASS ENTRY DOOR PER MANUF. COLUMN @ DOOR FRAME BEYOND -J Co /PLATFORM DISPLAY BEYOND 0 0 a 0 0 DOOR PER MANUF. \Wall2 Section thru Gla Ent Door SCALE: 1/7=P-0' II I L METAL STUD BRACE - EVERY 48' \ SUPPORT WIRE TO STRUCTURE ABOVE -Z / / / / STOREFRONT TRUSS/ / 7\ r JL P-LAM one PWD, PER FINISH SCHEDULE, 0/ 35/8' METAL STUDS 1X6 PLAIN FACE MAPLE 3' $+6' $+0' A.C.T. LAY -IN CEILING (dj13'-0'AF.F. PER CEILING PLAN GLAZING CUPS, SPACING PER MANUF. 1/7 THICK TEMPERED SAFETY DISPLAY GLAZING PER FLOOR PLAN EQ. EQ. ®WaII Section thru Full Flt, Glazin SCALE: 1/2' =1'-0' 14 GAS THREA - Al STRU PAINLESS TUBE 0/ ED ROD. ACHE TO T. ABOVE GROMMET - MATCH ACT COLOR TYPE E -1 DISPLAY UGHT BACK OF DISPLAY r�CASE OPEN TO REVIEWED F:i0REINTERIOR CODE COMPLIANCE SEP 3 0 2011 City et' T ukw31c›,' r ¢ILDING DI iS;ON 61- F.F. 0.-0" SUPPORT WIRE TO STRUCTURE ABOVE / r FINISH 0/3f PWD, PER FINS METISH STUDS / 1X6 PLAIN FACE MAPLE J L A.C.T. LAY -IN CEILING 13'3'AF.F. 1X4 PLAIN FACE MAPLE TRIM BOARD 1/? THICK TEMPERED DISPLAY SHELF SHELF BRACKET BOTH ENDS 1/2' TEMPERED SAFETY DISPLAY GLASS 1/2' STAINED MAPLE PWD PANEL © SIDES & BASE- MITER CORNERS 1/2' STAINED MAPLE PWD FASCIA 0/ 1/7 PWD - MITER FASCIA TO BASE 3/4' STAINED SOUD MAPLE BASE iD Wall Section thru Disp • Case SCALE 1/7 =1'.0 Q 3518' METAL STUDS BELRYURRCHItECtURE 0) (a 0) a) ° Ca S B. 3 m Project No. Issue — 060 Revisions 08100/11 PERMIT REVIEW ® 09/26/11 REVISION RECEIVED CITY OF TUKWILA SEP 2 7 2011 3 Wall Sections PERMIT CENTER PERMIT REVISION SET A3.2 PAINTABLE FIRESTOP SEALANT (BOTH SIDES) mr- TENANT SPACE 1 ( CORRIDOR 6' CONT. UNPUNCHED STEEL TRACK UNDERSIDE OF DECK 5/W DEFLECTION GAP 6' SLOTTED TRACK (SUP TRACK OR EQ.) 518' TYPE 'X' GWB CEIUNG TILE WAINSCOT, THIN-SET, (WHERE OCCURS) 5/W TYPE 'X' GWB 6' STEEL STUDS @ 1W O.C. PAINTABLE FIRESTOP SEALANT (BOTH SIDES) FLOOR FINISH - WHERE OCCURS �-"---SEALED CONCRETE SLAB, PER STRUCTURAL RAMSETAS REQUIRED n a. UL.:NO. U465 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM ME SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS. GYPSUM BOARD 5/8' THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 INCH LONG, TYPE'S' STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BAORD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. NOTE: FIRE RATING OF WALL ASSEMBLY IS NOT REQUIRED TO EXTEND ABOVE TENANT CEIUNG. GYPSUM BOARD TO BE HELD MIN. 6' CLEAR BELOW UNDERSIDE OF DECK ABOVE TO ACCOMMODATE TENANT HVAC RETURN AIR SYSTEM. to UNDERSIDE OF DECK 6' SLOTTED TRACK (SUP TRACK OR EQ.) FINISH PER SCHEDULE TENANT SPACE 8' CONT. UNPUNCHED STEEL TRACK CEIUNG BY TENANT TENANT SPACE (WHERE OCCURS) 5/8' TYPE 7(' GWB (BOTH SIDES) 6' STEEL STUDS 16' O.C. a d 1' n d e UL. NO. U465 PAINTABLE FIRESTOP SEALANT (BOTH SIDES) FLOOR FINISH - WHERE OCCURS SEALED CONCRETE SLAB, PER STRUCTURAL RAMSETAS REQUIRED THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS. GYPSUM BOARD: sir THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEIUNG TRACK WITH 1 INCH LONG, TYPE'S' STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BAORD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. REVIEWED FOR CODE COMPUANCE APPROVED SEP 3 0 2011 City of Tukwila iILOINC DIVISION RECHIVE� CITYOFTUKNAIp SEP 2 7 2011 PERMIT CENTER 1 1 PERMIT REVISION SET 21 BELAY.ARCHItECtURE l3 Its Project No. Issue — 060 Revisions 08/00/11 PERMIT REVIEW ® 09/28/11 REVISION Wall Sections A3.3 • TEMPERED GLAS DISPLAY WINDOW PAINTED GWB (P-2) PAINTED GWB (P-2) TEMPERED GLASS ENTRY DOORS MPERED P-LAM WALL GLASS SHELVES PANELS ( P-LAM 2) GLASS' ENTRY DOORS 9 PAINTED GWB (P -2) io PAINTED GWB (P-2) OInterior Elevation - So ) h SCALE:1 /41'0" 0 PAINTED GWB (P-2) /1-1 r 4PAINTED GWB (P-2) ' -0' rvc Q Interior Elevation - Eas SCALE:W =1'-0' 101 DISPLAY CASE w/ TEMPERED SHELVES - VISIBLE FROM CONCOURSE, ACCESSIBLE FROM STORE INTERIOR 6" P -LAM o/ MDF BASE, TYP. ( P-LAM 1) REVIEWED FOR CODE COMPL ANCE APPROVED SEP 30 2011 6' P -LAM 0/ MDF BASE, TYP. (P -LAM 1) City of Tukwila n" J LDING7 DIVISION] PAINTED GWB- (P-2) 6" P-LAM o/ MDF BASE, TYP. ( P-LAM 1) rAIIV 1 cu uwo (P -2) , 0 LALINU l.1-1r0 rCR I CMrcncu ULAJJ /--�� .: GLAZING MANUF. _ Us ■ CMrCRCU ULAJJ DISPLAY WINDOW \ 1 i r n VEYO -• SOFFIT, SEE RCP Edge Prolle: SO (square lay -in / / CPT -1 1 I Mt Bigelow :v \ Color 7652 Subway '-Y- a L tit 1 i • r Mt Sherwin Williams Color SW 7028 "ncredtle WNte Finish: Satin / Eggshell d i P -2 , e • Color CL 2752W'Orthodox' Finish: Satin / Eggshell I IASTIC1IAMINATE 1t II I I I l 4? P-LAM 2 \— 6' P -LAM 0/ MDF BASE, 10 ;Mt Piavte "'T Ti -i IRLIBBERiBASE RB-1 J Mt Armstrong OInterior Elevation - So ) h SCALE:1 /41'0" 0 PAINTED GWB (P-2) /1-1 r 4PAINTED GWB (P-2) ' -0' rvc Q Interior Elevation - Eas SCALE:W =1'-0' 101 DISPLAY CASE w/ TEMPERED SHELVES - VISIBLE FROM CONCOURSE, ACCESSIBLE FROM STORE INTERIOR 6" P -LAM o/ MDF BASE, TYP. ( P-LAM 1) REVIEWED FOR CODE COMPL ANCE APPROVED SEP 30 2011 6' P -LAM 0/ MDF BASE, TYP. (P -LAM 1) City of Tukwila n" J LDING7 DIVISION] PAINTED GWB- (P-2) 6" P-LAM o/ MDF BASE, TYP. ( P-LAM 1) rAIIV 1 cu uwo (P -2) , 0 LALINU l.1-1r0 rCR I CMrcncu ULAJJ /--�� .: GLAZING MANUF. _ Us ■ CMrCRCU ULAJJ DISPLAY WINDOW us 1 i r n VEYO -• SOFFIT, SEE RCP Edge Prolle: SO (square lay -in / i k CPT -1 Size: 2" x 4" x 513" rw/ a score dawn the midde for a 2 x 2' look I CARPETS Mt Bigelow Style Name: BC178 Rapid Transit Color 7652 Subway P -1 L tit 1 i • 1 Mt Sherwin Williams Color SW 7028 "ncredtle WNte Finish: Satin / Eggshell GLASS CN-?V DOORS 6's" 9' -5 ■ 1 P -2 __ .. i . • Color CL 2752W'Orthodox' Finish: Satin / Eggshell IASTIC1IAMINATE 1t II I I I l of P-LAM 2 \— 6' P -LAM 0/ MDF BASE, 10 SCALE:1 /4'=1'4Y TYP. ( P-LAM 1) General Notes 1. REFER TO FLOOR PLAN ON SHEET A1.0 FOR EXTENTS OF FLOOR FINISHES. ACT -1 Interior Finish Legend AGOG STICALI';CEIUNGjTI ' ^�- =�,.� MtUSG — .- _.._.- — — _ _ _ _ . Style Radar- per contractor Edge Prolle: SO (square lay -in / Item r/: per contractor. White CPT -1 Size: 2" x 4" x 513" rw/ a score dawn the midde for a 2 x 2' look I CARPETS Mt Bigelow Style Name: BC178 Rapid Transit Color 7652 Subway P -1 Size: Broadloom INTERIOR :WALL- P'AINT " ° - Mt Sherwin Williams Color SW 7028 "ncredtle WNte Finish: Satin / Eggshell P -2 P-LAM 1 Mt Sherwin Williams Color CL 2752W'Orthodox' Finish: Satin / Eggshell IASTIC1IAMINATE Mt Chemetel Color 6914 Cross Hatch Aluminum P-LAM 2 ;Mt Piavte ;Color WC421 Cued Cheny IRLIBBERiBASE RB-1 J Mt Armstrong !Style: Color-/nteg ated coxed wall base. Standard Toe 4" ,Cdor 71 'Mid Gray' !Size: Continuous roll T -1 ,Mt DalTile '.Collection: Villa Veneta Color. VV02'Calais Spnngs' -11 .Size: 12 x 12" x 5/16" thick VCT -1 IVINYLCOMPOSITiIONtTB E. Mt Armstrong WD -1 Style: Standard Excelcn - Imperial Texture 'Color. 51908' Pewter' Size: 12 x 12 x Ir8" WOOD, . • .. `` �l' a ✓r Mt Style Name: SEP 2 7 SEP Color: To Match P-lam 2 J Size: 1/7 thick x 3 25- deep , YCMRm. ,re... 011 BELAY ■ARCHIYECtURE Revisions Q 06/00/11 PERMIT REVIEW ® 09/26/11 REVISION TEFI Interior Elevations & Finish Schedule PERMIT REVISION SET 2i A4.0 INDEX OF DRAWINGS: GENERAL G1.0 GENERAL INFORMATION ARCHITECTURAL G1.0 COVER SHEET AD1.0 DEMOLITON PLAN A1.0 FLOOR PLAN, DETAILS, DOOR SCHEDULE A1.1 EGRESS PLAN A2.0 REFLECTED CEILING PLAN A2.1 MISCELLANEOUS DETAILS A3.0 WEST STOREFRONT PLAN 8 ELEVATION A3.1 NORTH STOREFRONT PLAN 8 ELEVATION A32 WALL SECTIONS 1 DEMISING WALL TYPE A4.0 FINISH SCHEDULE I INTERIOR ELEVATIONS MECHANICAL BIDDER DESIGN ELECTRICAL BIDDER DESIGN FIRE PROTECTION / SPRINKLER BIDDER DESIGN SYMBOLS KEY: 000R ID 04 ID -Door ID- Keynote ElF) ID -Wall • ID -Win xxXx I Room Name ID- Finish ID- CIgHgt 4, ID- Target • ID-CL GENERAL NOTES: ID -Rev ID -North Arrow ID-Sec Arrow ID- EIev -Int -Arrow 1. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS. 2. DIMENSIONS ARE TO GRID LINE OR FACE OF FINISH, UNO. 3. ALL WALLS TO BE METAL STUD @ 16' O.C. WITH 5/8' GWB EACH SIDE, UNO. 4. BRACE NEW PARTITIONS, LIGHT FIXTURES. CEILING SYSTEMS, AS PER STATE & LOCAL SEISMIC CODES, CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH WORK AS REQUIRED. 5. FRAME CEILING SYSTEM ALLOWING FOR ELEC. FIXTURES AT SPECIFIED LOCATION OR AT CENTERS LINE OF CEILING AREA. 6. WHERE CONFLICTS OCCUR, THE CONTRACTOR SHALL COORDINATE THE LAYOUT AND EXACT LOCATION OF ELEC. FIXTURES WITH THE OWNER IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. 7. INTERIOR FINISHES: MAXIMUM FLAME SPREAD INDEX 25. 8. CONCOURSE, DEMISING AND COMMON SERVICE CORRIDOR WALLS EXTEND TO STRUCTURE ABOVE, UNO. 9. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES, 10. CONTRACTOR TO PROVIDE ANY AND ALL DEMOLITION WORK AS NECESSARY TO FACILITATE NEW CONSTRUCTION SHOWN IN CONTRACT DOCUMENTS (SEE SUPPLEMENTARY DEMOLITION NOTES ON A01.0). 11. GENERAL CONTRACTOR TO MITER ALL CORNERS, UNO, ALL PLYWOOD TRIM CORNERS THAT ARE NOT MITERED, AS NOTED, SHALL RECEIVE EDGE BANDING TO MATCH FACE OF PLYWOOD. , ABBREVIATIONS: A c D AB ACT ACST AD ADJ AFF ALUM APC APPROX ARCH ATC AV AWP BC BCS BO (FT) BLDG BLK BLKG BM BR BRG BIM BUR C TO C CAB CB CBB CEM PLAS CG CI CJ CL CLG CLO CLR CMU CO CONC CONST CONT CORR CP CPT Cs CT CTP DATA OBL DC DEMO DET OF DIA DIM DISP DL DM DN DR DRL DS DW DWG EPT EA ECP EIFS EJ EL ELR ELEC ELEV EP EPS EPT EPW EQ ES EXIST or (E) EXT EYE FA FC FD FOC FOR FDTN F.F FH FHC FIN FLASH FLOUR (FIX) FIR FOC FOM FOS FOW FRP FT FTG FURR FX FE And Angle At Center Une Diameter Number Anchor Bolt Acoustical Tile Amustic(a0 Area Drain Adjustable Above Finish Floor Aluminum Acoustic Panel Gyring Approximate Amhited(ural) Acoustic Tile Ceding Ando Visual Acoustical Wat Panel Bookcase Baby Changing Station Board (Feet) Budding Bbnk Boding Beam Brbk Bearing Between Bub Up Roofing Center To Center Cabinet Catch Basin Cemeittuous Barker Board Cement Raster Came Guard Cast bon Control or Construction Joint Ginter Line Ceiling Closet Gear, Color Concrete Masonry Unit Cleanout Company. Cutout Concrete Construction Continue or Continuous Corddor Concrete Pavers Carpet Chemistry Shelving Ceramic Tile Cook Top Dryer Data Outlet Dose Display Case Demolition/Demolish Detail Drintdng Fountain D ameter Dimension Dispenser Dead load Demonstreton Minor Down Door D isplay Rad Downspout Dishwasher Drawing East Epoxy Patrol Each Exteror Cement Raster Exterior Insulation and Finish System Expansion Joint Elevation Enlarger Electric(a)l Elevator Electrical Panel Etching Press Epoxy Paint Existing Plasarwork Equal Exposed Strucrxe Existing Exterior Eye and Face Wash @ Sink Fire Alarm Fabric Covered Floor Drain Fire Oeparbnent Connection Film Dryer Foundation Factory Finish Fume hone Fire Hose Cabinet Flnish(ed) Flashing fluorescent Future Foor ing) Face of Concrete Face of Masonry Face of Stud Faced Wad Fibber Reinforced Panel Feet/Foot Footing Furring Fire ExWgmsher Fire Extinguisher Cabins G 11 M N 0 P 0 R GA GALV GB GC(GCCM) GI GL GWB GWB/WR GYP (8D) NB HC 1100 HDWR HM HORIZ HR HT ID INSUL INT PS JAN LIST JT LAV LF LL LS MAR MAX MB MOF MECH MEP MF MFR MH MIN MISC MO MR MTD MTL MW NIC NTS OA OBS OC OD OFICt OF/01 OFF 011 OPP PCP PO PF PL PLANT PIAS PLWD PR PRS PS PT Pro PTN PTR PWR OT R RA RB RCP RD REF REINF RESL REQ RF RL RM RO RST RTF RTM S&L S&R S &V SATC SC SCHED SCT SD SOR SECT SGD SGWB SHT SIM SND SNDU SOG Gage Galvanized Grab Bar General Contractor Galvanized Iron Glass Gypsum Wallboard Gypsum Wallboard) Water Resistant Gypsum (Board) Height Hose Bibb Hollow Core Header Hardware Hollow Meal Hor¢ontal Hour Height Inside Diameter Insulation Interior Iron Pipe Size Janitor Joist Joint Length or Loci Lavatory Lateral File Live Load Ught Switch Marble Maximum Machine Bolt Medium Density Fiberboard Mechanical Mechanical, Electrical, Plumbing Meal Finish Manufacturer Manhole Minimum Miscellaneous Masonry Opening Moisture Resistant Gypsum Well Board Mounted Metal Moowave Noel Not In Contrail Not To Scale T U W Overall Obscure On Center Outside Diameter Owner FumishedlConbacar Installed Owner Furnished/Owner Installed Office Overhead Opposite Portland Cement Plaster Pencil Drawer Panel Fabric Pate Plastic Laminate Raster Plywmd Pair Processing Sink Projection Screen Pail Paper Towel Dispenser Partition Pressure Treated Power Outlet Quarry Tile Radius or Riser Return Sir Rubber or Resilient Base Reflected Ceiling Plan Roof Drain or Road Reference or Refrigerator Reinforced Resilient Required Resilient Flooring Rain Leader Room Rough Opening Resilient Stair Tread Resilient The Flooring Rubber We Mat South Stain & Lacquer Style & Rail Stain & Varnish Suspended Acoustical Tile Ceiling Solid Core Schedule(d) Storage Cabinets Storage Drawers Soap Dispenser or Sane Drain Section Siding Glass Door Suspended Gypsum Wag Board Sheet Similar Sanitary Napkin Dispenser Sanitary Napkin Disposal Lind Sorb On Grade SO SS SSTL STD STL STOR STRUCT SUSP sv SVICR SYM SYMM T&0 1a TC TOIWR TEL TEMP THX 1580 TOB roc TOP TOS TOW TPD 1RZ TS TSCD TV TWC TYP UNFIN UNO VAR VCT VERT VEST VIF VP VWC W WI W/0 WB WC WCS WD WGL WH WOM WP WR WPM WT WWF Square Sense Sink, Storm or Sandal Stainless Steel Standard Steel Storage Structural Suspended Ceding Street Vinyl Street Vinyl Chemical Resister Symbol Symmetrical Tread Tongue and Groove Tack Board Tat Cabinet Towel Dispenser Waste Recel Telephone Tempered Thdriness) Tech Board Top of Beam Top of Curb or Concrete Top of Pavement Top of Structure or Slab Top of Wat Toilet Paper Dispenser Terrazzo Tube Steel Toilet Seat Cover Dispenser Television Tad Wardrobe Cabinet Typical Unfinished Unless Noted Otherwise Varies Vinyl Composition Tile Vertical Vestibule Verily In Field Veneer Plaster Yinyi Wall Covering West or Washer or Width With Without While Board Water Closet Wardrobe Cabinet Wood Wtred Glass Water Heater Walk 0a Mat Water Proof Waste Receptacle Waterproof Membrane Weight Welded Wire Fabric BERGMAN LUGGAGE TENANT IMPROVEMENT AT WESTFIELD MALL Cr— it z:' �"�- ElllE iT Ei.Ql, iRED FOR: HARDIAL GILL BELLEVUE. WASHINGTON -lectrical ',Numbing was Piping City of Tukwila ION an review approval is subject to errors and omissions. Ar .., =r.o a! of construction documents does not o any adopted code or ordinan Lpproved Field Copy and conditions is CORRECTION LTR#. 1 TENANR6M1S28 No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. VICINITY MAP - - NO SCAL 'sty ED MY OF KWILA AUG' 24 2011 PERMFT CENTER r PROJECT DIRECTORY: WESTFIELD SOUTHCENTER MALL WESTFIELD 102 SOUTHCENTER MALL SEATTLE, WA 98188 PHONE: (206) 246-7400 httpflwestrield.condsouthcenter (323) 578-3849 EMAIL spriester@us.westfield.com CONTACT. SCOTT PRIESTER PHONE TENANT BERGMAN LUGGAGE PHONE: 1- 800 - 237-4626 17142 SE 58TH STREET www.bergman(uggage.com BELLEVUE, WA 98006 CONTACT: HARDIAL GILL PHONE: (206) 365 -6790 EMAIL gill @luggagecenter.com JEFF BOCKMAN PHONE: EMAIL ARCHITECTURAL: BELAY ARCHITECTURE 708 BROADWAY TACOMA WA 98402 (503) 282 -3264 jell @tuggagecenter.com PHONE: (253) 441-6400 FAX: (253) 441 -6401 www. belayarchitecture.com CONTACT: JOHN F. WHITE PHONE: EMAIL' GREG BENTON PHONE: EMAIL MECHANICAL: BIDDER DESIGN ELECTRICAL: BIDDER DESIGN (253) 441-6400 jwhtte @betayarchitecture.com (253) 441-6400 gbentan @belayarchitecture.com FIRE PROTECTION / SPRINKLER; BIDDER DESIGN CODE INFORMATION: SCOPE: TENANT IMPROVEMENT OF EXISTING MALL LEASE SLOT - NEW STOREFROI DISPLAYS, FINISHES, ACT CEILING & f ELECTRICAL, MECHANICAL, FIRE SPRINKLER 1 PROTECTION DESIGN. BELAY.ARCHItECtURE REVIEWED FOR CODE COMPLIANCE AP DROVED AUG 2 9 2011 City of Tukwila 'BUILDING DIVISION G) t7) 0) 0) J 10m {t3 m oo X83 tai a) nA CD :1' ,13 MALL BUILDING WAS PERMITTED UNDER THE UBC. OCCUPANCY LOAD & EXITING PER MALL PERMITTING. OCCUPANTS EXITING TO MALL CORRIDOR. ZONING: TUC (TUKWILA URBAN CENTER) CONSTRUCTION TYPE: IIB - FULLY SPRINKLERED OCCUPANCY TYPE: GROUP 'M' - MERCANTILE INCIDENTAL USE S-2 NON HAZARDOUS STORAGE TENANT AREA 2,051 SF CODE: 2009 INTERNATIONAL BUILDING CODE STATE OF WASHINGTON CHAPTER 51 -50 WAC APPENDIX E. SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS ICC 1 ANSI A117.1 - 2003, AMERICAN NATIONAL STANDARD CITY OF TUKWILA AMENDMENTS ADA REQUIREMENTS: ADA COMPLIANT RESTROOMS PROVIDED OUTSIDE OF TENANT SPACE IN COMMON CONCOURSE AREA RELEVANT CODES: 2006 INTERNATIONAL BUILDING CODE w/ WA. AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE wl WA. AMENDMENTS 2006 UNIFORM PLUMBING CODE wl WA AMENDMENTS 2006 INTERNATIONAL FIRE CODE w/ WA AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE 2005 NATIONAL ELECTRICAL CODE pit hed Work ® Belay Architecture 2007 PERMIT REVISION SET 1 Project No. Issue — 060 Revisions Q 08/00/11 PERMIT REVIEW General Information G1.0 GENERAL NOTES: 1. SALVAGE SECURTIY SYSTEM TO INCLUDE CAMERAS, LENSES, DOMES, WIRE AND CABLING, CONTROL BOXES, POWER SUPPLIES AND ALL RELATED HARDWARE AND SOFTWARE - DELIVER TO OWNER IN BOXED CONDITION. 2. CONFER WITH OWNER TO DESIGNATE SALVAGEABLE ITEMS AND DISPOSITION THEREOF. 3. CEILING - MOUNTED EXIT SIGNAGE TO BE SALVAGED AND DELIVERED TO OWNER IN BOXED CONDITION. 4. CONFER WITH OWNER TO DESIGNATE WHICH SALVAGEABLE ITEMS ARE TO BE STORED ON SITE OR ELSEWHERE AND UNDER WHAT STORAGE CONDITIONS. GENERAL DEMOLITION NOTES: 1. ALL INFORMATION REGARDING EXISTING CONDITIONS MAY NOT REFLECT ACTUAL FIELD CONDITIONS. UPON DISCOVERY OF AN DISCREPANCIES BETWEEN DRAWINGS DEPICTING EXISTING CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER, IN WRITING, OF THE CONDITION IN QUESTION BEFORE PRECEDING WITH THE WORK. 2. SALVAGE IS DEFINED AS THE CAREFUL REMOVAL AND RETAINING OF ITEMS AS SHOWN IN DRAWINGS FOR POSSIBLE RE -USE OR DELIVERY TO OWNER. 3. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING NECESSARY TO MAINTAIN STRUCTURAL INTEGRITY. AT NO TIME SHALL THE EXISTING STRUCTURAL MEMBERS BE SUBJECTED TO CUTTING, DRILLING, OR ANY MODIFICATION PROCESS THAT MAY INTERFERE WITH ITS STRUCTURAL INTEGRITY. 4. REMOVE EXISTING CONSTRUCTION AS INDICATED IN DRAWINGS. THE TYPICAL WALL REMOVAL INCLUDES FINISHES, MECHANICAL AND ELECTRICAL SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CASEWORK, DISPLAY FRAMES AND WINDOWS AND OTHER FIXTURES AS REQUIRED. PATCH HOLES IN WALLS, FLOORS, AND CEILINGS TO REMAIN TO MEET THE ORIGINAL OR INDICATED FIRE PROTECTION AND ANY STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, FLOORS AND CEILINGS AND PREPARE SURFACES TO RECEIVE A NEW FINISH AS PER FINISH SCHEDULE. 5. CARE SHALL BE TAKEN AT THE INTERFACE BETWEEN DEMOLITION AND EXISTING CONSTRUCTION TO REMAIN TO AVOID DAMAGE TO ANY SYSTEM TO REMAIN. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXISTING SUBSTRATE REPAIR IN ALL AREAS WHERE DAMAGED OR COMPROMISED. 7. IT IS INTENDED THAT REMOVAL OF ALL MAJOR MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS SHALL BE COMPLETED BY THEIR RESPECTIVE TRADES. ALL ITEMS TO BE REMOVED ARE NOT NECESSARILY SHOWN ON THESE DOCUMENTS. ONCE REMOVAL OF MAJOR ITEMS IS COMPLETED BY THE RESPECTIVE TRADES, THE REMAINING ITEMS ARE TO BE REMOVED BY THE GENERAL CONTRACTOR. 8. ALL EXISTING CONSTRUCTION REMAINING AFTER DEMOLITION THAT INTERFERES WITH NEW CONSTRUCTION SHALL BE REMOVED AS DIRECTED BY THE OWNER UPON NOTIFICATION OF THE CONTRACTOR 9. WALL, FLOOR AND CEILING DEMOLITION INCLUDES, BUT NOT LIMITED TO ANY AND ALL MASTIC, APPLIED FINISH MATERIAL, SHELVING, CASEWORK, BRACKETS, STANDARDS, ANCHORS, FASTENERS, BASES, CURBS, AND FIXTURES (WHETHER OR NOT SPECIFICALLY NOTED) THAT INTERFERE WITH NEW CONSTRUCTION. 10. PROVIDE TEMPORARY PROTECTION AS NECESSARY AND AS REQUIRED BY THE OWNER, AHJ'S AND BUILDING OFFICIALS TO SEAL AREA FROM THE REST OF THE BUILDING AND MAINTAIN SECURITY. 11. THE CONTRACTOR SHALL NOTIFY, COORDINATE, SCHEDULE AND RECEIVE PRIOR PERMISSION FROM THE OWNER IF ANY SHUT -DOWN OF SERVICES IS NECESSARY TO COMPLETE THE WORK. NOTIFICATION SHALL INCLUDE THE TYPE OF SERVICE, AREA AFFECTED, REQUESTED SHUT DOWN TIME, LENGTH OF TIME, SERVICE TO BE DISCONNECTED AND PROPOSED RE- CONNECTION TIME. 12. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATERTIGHT CONDITION AT ALL TIMES. 13. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL GOVERNING AUTHORITIES AND WESTFIELD REPRESENTATIVES. 14. IF AN EXISTING FIRE - PROOFING OR FIRE ASSEMBLIES WHICH ARE INDICATED TO REMAIN ARE DAMAGED, THEY SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION REQUIREMENTS. 15. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ASBESTOS, NOTIFY THE OWNER PRIOR TO REMOVAL. REMOVAL, DISPOSAL AND REPLACEMENT OF THE ASBESTOS MATERIAL SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 16. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL EXISTING TO REMAIN FINISHES WHICH ARE DAMAGED DURING DEMOLITION (I.E. CEILING GRID, ACT, WALL OR FLOOR COVERINGS, ETC.). 17. DOORS AND DOOR HARDWARE THAT ARE IN GOOD CONDITION IN THE OPINION OF THE OWNER MAY BE REUSED IF IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT (A.D.A.). ALL KEY LOCKS TO BE REMOVED SHOULD HAVE A LABEL ATTACHED INDICATING THEIR FORMER ROOM LOCATION, ALL DOORS AND DOOR HARDWARE WILL BE RETAINED BY THE OWNER AND SHALL BE DELIVERED , TO THEM BY THE CONTRACTOR. DEMO WALLS AND DISPLAY CASES AND WINDOWS DEMO FLOOR TILE, CARPET, BASE AND RELATED FLOOR ACCESSORIES SALVAGE EXIT SIGNAGE AND SECURITY SYSTEM DEMO ROLL -UP STOREFRONT GRILL DEMO FASCIA AND GLAZING ABOVE ROLL -UP STOREFRONT DEMO ROLL -UP STOREFRONT GRILL DEMO DROPPED HEAD, DISPLAY CASE AND DROPPED CEILING DEMO WALLS, DISPLAY CASES AND WINDOWS 1— 1— X UJ SHOW ROOM 1 100 1 DEMO FIXED SHELVING, SALVAGE OWNER'S - FIXTURES DEMO FIXED SHELVING, SAL1 AGE OWNER'S FIXTURES i DEMO FACADE AND DISPLY CASES DEMO ALL COLUMN WRAPS AND ASSOCIATED RACKS AND FIXTURES DEMO CEILING TILE, CEILING GRID, FASCIAS, LIGHTING FIXTURES, FASCIAS AND COFFERED CEILING FEATURES DEMO ALL FLOORING, TO INCLUDE CARPET AND VCT DEMO ALL ANGLED WALLS DOWN TO DEMISING WALL DEMO WALLS AND DOOR, SALVAGE DOOR AND HARDWARE i STORAGE EXISTING WALLS WALLS TO BE DEMOLISHED REVIEWED FOF CODE COMPLIAN APPROVED AUG 292011 E City of Tukwila BUILDING DIVISION Q Demo Floor Plan SCALE:1 /0 1' -0" 0 NORTH RETAIN ELECTRICAL/ UTILITY PANELS DEMO FIXED SHELVING, SALVAGE OWNER'S FIXTURES EEIV CITY R OCF TU LA AUG 242011 PERMIT CENTER PERMIT REVISION SET 1 BELAY ■ARCHITECTURE E mE 8 Project No. Issue -- 060 Revisions 08/00/11 PERMIT REVIEW d co Demo Floor Plan ts- AD1.0 1/2" x 3' PLAIN FACED MAPLE 3/4" x 6" STAINED WOOD BASE (WD-1) EXISTING STEEL COLUMN 3-518" METAL STUD 5/8' GYPSUM BOARD UP TO 6" ABOVE ADJACENT LAY -IN CEILING 1/2" x 3" PLAIN FACED MAPLE PWD TRIM - MITER CORNERS 2 -1/2' METAL STUDS TS COLUMN GLAZING & DOOR 5/8" TYPE 'X GWB UP TO 6' ABOVE ADJACENT ACT CEILING 3/4' x 6" STAINED WOOD BASE (WD-1) DISPLAY DECK - WHERE OCCURS 1/2" P -LAM END CAP 1/8" x 1/8" HORIZ. REVEAL @ 8' -0" A.F.F. WALL LINE — 3/4' ACX PWD SHELVES 7 -8" 1/8" x 1/8" REVEAL PAINTED BLACK 2 1/2" METAL STUD WALL FRAMING 3/4" x 6' STAINED —WOOD BASE 5/8" TYPE 'X' GWB 1/2" P-LAM PANEL BOTH SIDES. WITH 1/8' x 1 /8" HORIZ. REVEAL @ 8' -0" A.F.F. SHELF SUPPORT ROD. - WHERE OCCURS - SEE DETAIL 7/A2.1 SIM. 3/4" 4+6 2x CONT. 2x2 BLOCKING BLOCKING FASTEN DIRECTLY TO CONCRETE SLAB ®Display Platform @-E SCALE: 1/2" =1-0Q SHP 6" P -LAM WD BASE GLAZING TEMPERED SAFETY GLAZING CONCOURSE SIDE Plan 4 2" MAPLE - FACED PLYWOOD. RAISED DISPLAY PLATFORM FINISH OVER 1/2" PWD 0/ 1/2" PWD 0/ 5/8" TYPE 'X' GWB 1/2" X 4" PLAIN -FACE MAPLE TRIM BD DISPLAY CASE GLAZING @ DISPLAY CASE 1/2" X 4" PLAIN -FACE MAPLE TRIM BD 4 2X BLOCKING CENTER OF DEMISING WALL FINISH OVER 1/2" PWD 0/ 1/2" PWD 0/ 5/8" TYPE 'X' GWB 112 "x3 "PLAIN FACED MAPLE TRIM BD - MITER CORNERS sing Wall & Display Case 14 GA. STAINLESS STEEL TUBING OVER THREADED ROD (CPT -2) ON TOP SIDE OF SHELF OR PLAIN - FACED MAPLE, PER OWNER 1X6 PLAIN -FACE MAPLE TRIM BD T -5 H.O. STRIP LIGHT (E -1) - PAINT HOUSING P -3 (AT DISPLAY SHELVES ONLY) 2X4 OUTRIGGER w 3 GROMMET - MATCH ACT COLOR WALL LINE 3/4" ACX PWD - GOOD SIDE DOWN - PAINT UNDER (P -3) FINISH PER FIN. SCHED. FACT - PROVIDE LATERAL BRACING TO STRUCTURE ABOVE 518" TYPE 'X' GWB 2'-8" ()Display Mezzanine @ SCALE: 1/7 =1'-0Q X est Wall SUPPORT ROD. SEE DETAIL 7/A2.1 2X4 OUTRIGGER GLAZED DISPLA @ CORNER EXIT EXISTING MALL FLOORING TO BE PROTECTED, PATCHED AND REPAIRED TO MATCH EXISTING MALL FLOORING. EXISTING MALL FLOORING SHALL EXTEND INTO TENANT ENTRY VESTIBULE UP TO UNDERNEATH CENTERLINE OF TENANT ENTRY DOORS, (TYP. AT BOTH ENTRIES). DISPLAY CASE - SEE NORTH ELEVATION, SHT. 0/2 NIENEERI -� —T•1 GLAZED ENTRY DOORS - LOCKABLE IN OPEN POSITION,TYP. @ BOTH ENTRANCES — TRAVEL ACCESSORIES EXTENT OF SOFFIT ABOVE SHOW ROOM I 100 WD -1 CPT-1--/ 30 "X15'X3" FLAG MOUNT, ILLUMINATED, WALL, BOX SIGN - PER WESTFIEL STANDARDS -1 -0" TO TOP OF SIG FROM F.F. 2 IDTH 0 MEZZ. y • s 4' -0 1/2" 4'-0 1/2" 4' -01/2" BELAY ■ARCHITECTURE REVIEE CODE C APP AUG NED FOR OMPLIANCE ROVED 29 2011 City o SUILDIN (Tukwila G DIVISION EXTANT OF DISPLAY MEZZ. ABOVE T OF DISPLAY ABOVE SINESS CAS OUTIOUE GIFTS SUPPORT STORAGE BRACKET NORTH errifilECRWALA AUG 2 4 2011 PERMIT CENTER EXISITNG ELEC. PANELS - NOT TO BE MOVED EXTANT OF DISPLAY MEZZ ABOVE SHELVING BY OWNER GENERAL NOTE: 1. ALL WOOD USED TO BE TREATED WITH FIRE RETARDANT. 2. GLAZING SHALL BE SUPPORTED ON ALL SIDES PER IBC 2403.2; SEE #X, AX.X MI MI, TR SO 8 m 3 3 SET1 0 as 0) 0) m a, EIS E �3 Pig N m ° m Project No. Issue — 060 Revisions Q 08/00/11 PERMIT REVIEW Floor Plan A1.0 OCCUPANCY: M - MERCANTILE: 1,590 NSF 130 SF/ OCCUPANT = 53 OCCUPANT S2 - NON - HAZARDOUS STORAGE: 244 NSF / 300 SF / OCCUPANT = 1 OCCUPANT; TOTAL OCCUPANCY: 54 EXITING: REQUIRED EGRESS WIDTH: 54 OCCUPANTS x .2" (IBC 1005.1) = 10,8" REQUIRED; 144" PROVIDED, SO OK. FROM TABLE 1015.1 - SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY; M AX. OCC. LOAD FOR 'M' OCCUPANCY REQUIRING ONLY 1 EXIT IS 49. PROPOSED OCCUPANCY IS 54, SO 2 EXITS REQUIRED. 1015.2.1 TWO EXITS OR EXIT ACCESS DOORWAYS. WHERE TWO EXIT OR EXIT ACCESS DOORWAYS ARE REQUIRED FROM AN PORTION OF THE EXIT ACCESS, THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE -HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN EXIT DOORS OR EXIT ACCESS DOORWAYS. PROPOSED DISTANCE BETWEEN EXITS = 35.5 FEET; MAX. DIAGONAL MEASUREMENT OF SPACE = 63 FEET; SO 35.5 FT. > 31.5 FT (63/2). 1014.3 COMMON PATH OF EGRESS TRAVEL. IN OCCUPANCIES OTHER THAN GROUPS H-1,11-2, AND H -3, THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75 FEET... PROPOSED COMMON PATH EGRESS = 25FT < 75FT. SO OK. EXIT SIGNAGE & ILLUMINATION: 1011.1 EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO OCCUPANTS .. . ILUMINATED EXIT SIGNS PROVIDED AT BOTH EGRESS DOORS, SO OK. 1006.1 ILLUMINATION REQUIRED. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 1006.2 ILLUMINATION LEVEL - PATH OF EGRESS TO SHOW 1 FOOT- CANDLE ILLUMINATION AT THE WALKING SURFACE LEADING TO THE EXIT DISCHARGE DOORWAYS. 1006.3 ILLUMINATION EMERGENCY POWER. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS: 1. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE FORA DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CHAPTER 27. 1007.1 ACCESSIBLE MEANS OF EGRESS REQUIRED. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED BY SECTION 1015.1 OR 1021.1 FROM AN ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. @Exiting, Signage & Illumination SCALE: NO NE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2011 City of-Tukwila BUILDING DIVISION RES a V) H DISPLAY UNITS, (TYP.) SHOW ROOM M MERCANTILE: 1,590 / 30 30 SF / OCCUPANT = 53 OCCUPANT LUGGAGE STORAGE S -2 NON - HAZARDOUS STORAGE 2441300 SF = 1 OCCUPANT ®Egress Floor Plan ED NORTH CITY OF TU I.A 1 AUG 24201 0 PERMITCENTER t PERMIT REVISION SET 1 1 BELAY ■ARCHITECtURE Project No. Issue — 060 Revisions Q 08/00/11 PERMIT REVIEW Egress Plan A1.1 CpAPPROX. 50"X30" SIGN PER WESTFIELD STANDARDS RAG MOUNT, — ILLUMINATED, WALL, BOX SIGN - PER WESTFIELD IZir '1 24X23LIGHTFIXTURE PER ELECTRICAL ■ ■ � O RECESSED, CAN -TYPE FIXTIR�PER£CECTRICAL WEIN CD GWB @ 9' 6-1/2" O O GWEI @9'6 -1/2 SHOW ROOM SPOT LIGHT PER ELECTRICAL EXIT SIGN, EMERGENCY — LIGHTING, POWER BACK -UP PER ELECTRICAL - BOTH T3 1 FLOURESCENT UGHTING @ UNDERSIDE OF MEZZ PER ELECTRICAL. APPROX. 50 "X30" —T SIGN PER WESTFIELD STANDARDS GWB @ 17 -6" 24X48 ACOUSTICAL CEILING TILE - SCORED TO RESEMBLE 24X24 ACOUSTICAL CEILING TILES. EXTENT OF MEZZ. -SEE MEZZ RCP - 2/A2.1 GWB @ 9' 6 -1/2" GWB @ 9' 6-1/2" HEE STORAGE EXTENT OF MEZZ. Q ACT Reflected Ceiling Plan SCALE:1 /B " =1' -0" ° Q Mezz. Reflected Ceilin SCALE:10 =1' -0" ° Plan IEB GENERAL NOTE: ALL WOOD USED TO BE TREATED WITH FIRE RETARDANT. E 8 as z mE:3� REVIEWED FOR CODE COMPLIAN¢ APPROVED AUG 2 9 2011 City of Tukwila BUILDING DIVISIQ E N EXTENT OF MEZZ. 0 RECEIVED CITYOFTUKWILA yV AUG 242011 PERMIT CENTER 8/ PERMIT REVISION SET 1 Project No. Issue -- 060 Revisions 08/00/11 PERMIT REVIEW Reflected Ceiling Plan A2.0 CONNECTION DEVICES TO BE OF AN APPROVED TYPE 8 HAVE MIN. 1009 CAPABILITY TYPE' -0" MAX. DLateraI Bracing Detail SCALE: N.T.S. COUNTER SLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB SECURE ALL HANGERS TO BUILDING STRUCTURE, TRAPEZE DUCTWORK 8 OTHER LARGE OBSTRUCTIONS CROSSRUNNERS FIT BIM. MAIN RUNNERS LATERAL BRACING @ 12-0" OC EACH WAY, MAIN RUNNER TO STRUCTURE, BEGIN BRACING WITHIN 6' -0" OF PERIMETER 8 2" FROM CROSS MEMBER VERT. STRUT 12-0" OC EACH WAY MAIN RUNNERS @ 4'-0" OC SUPPORT W/ #12 WIRE @ 4' -0" OC CEIUNG TILE ADDITIONAL HANGERS ATTACHED TO ALL MEMBERS WITHIN 8" OF PERIMETER STABILIZER BAR BETWEEN ALL MEMBERS @ PERIMETER SPRING CLIP - MAXIMUM LOAD 334 LBS. CAPITAL TESTS 1976 3/4" HEAVY DUTY TUBING .. 12 GA SPLAYED SUPPORT WIRES LENGTH TO SUIT SPRING CLIP C)Seismic Bracing Detail SCALE: N.T.S. COMPRESSION POST (PAT. PENDING) CROSS RUNNER 9 12 GA SUPPORT WIRE MAIN BEAM ®WaIIto 6" Above Ceilin SCALE: 1.1/2' = I' -0SEE DETAIL Q TYP. HORIZONTAL PLAN TYP. FLOOR SECTION TOP OF WALL CONSTRUCTION METAL STUD WALL BRACE BBET TILE TO FIT PARTITION HEAD OR@ WALL UNE ACOUSTICAL CEILING TILE L -METAL EDGE 5/8" TYPE 'X' GWB 0/ MTL. STUDS TYPE 'X GWB EACH FACE ()Typical Wall Detail - PI SCALE: 1 -1/2" =1' 'O 1/4 1/8" METAL STUD FRAMING MIN. 16" 0.C. MAX 24" 0.C. BASE AS NOTED ON PLANS SILL TRACK TO BE FASTENENED DIRECTLY TO SUBFLOOR TYP. FLOOR FINISH MATERIAL AS SCHEDULED - Section 1/8" WALL LINE 6" HIGH STAINED WD BASE - FINISH PER FINISH SCHEDULE FLOOR FINISH PER FINISH SCHEDULE ®Typical Wood Wall Ba SCALE: 3" =1' -0" 0 1/2" PLYWOOD 5/8" TYPE 'X' GWB 3 5/8" METAL STUD 1X4 STAINED PLAIN -FACED MAPLE TRIM BOARD, BOTH SIDES 2X BLOCKING WINDOW FRAME & GLAZING PER MANUF. 1/2" MAPLE VENEER PLYWOOD DISPLAY UGHTING PER ELECTRICAL ®Concourse Display Ca ".e @ Head SCALE: 1- 1/2 " =1-0\ 1/2" STAINED MAPLE PWD FASCIA 0/ 1/2" PWD - MITER FASCIA TO BASE WINDOW FRAME & GLAZING, PER MANUF. "-2X WOOD BLOCKING - 3 -5/8" METAL STUD 3/4" STAINED SOLID MAPLE BASE, BOTH SIDES ()Concourse Display Ca SCALE: 1.1/2" =1-02 e Base WALL FINISH PER FINISH SCHEDULE 1 "x3" STAINED, SOLID MAPLE TRIM (WD -1) 5/8" TYPE 'X GWB - FINISH PER FINISH SCHEDULE ®Typical Trim @ Interio SCALE: 1 -112" = SUPPORT STUD AT SHELF SUPPORT ROD LOCATION 1/2' LOCK NUT (2) 1/8" x 1 1/2" DIA WASHERS FOR SHELF SUPPORT. 1/2" LOCK NUT — 1/2" DIA. THREADED ROD Display Walls 14 GA STAINLESS STEEL TUBING OVER THREADED D ®Shelf Support Detail SCALE: 1.1/2" =1'\ 14 GA. STAINLESS STL TUBE 0/ THREADED ROD. 1X PLAIN -FACED MAPLE FASCIA TRIM BOARD 4" METAL STUD 1/2" PLYWOOD GAP BETWEEN GLAZING UNITS, PER MANUF. GUIDELINES FASTENERS, PER GLAZING MANUF. MTL. OR ACRYLIC GLAZING CLIP, PER MANUF. 1/2" TEMPERED STOREFRONT GLAZING °Storefront Glazing Clip SCALE: 1" =1' -0" SECTION OF CLIP 5/8" TYPE 'X' GWB �_ CAN LIGHT PER ELECTRICAL 1/2" MAPLE VENEER PLYWOOD COLUMN BEYOND GLASS ENTRY DOOR REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2011 City of Tukwila BUILDING DIVISION crNROMI AUG 2'4 2011 PERMIT CE BELAY■ARCHItECtURE Project No. Issue — 060 Revisions 1, 08/00/11 PERMIT REVIEW 0 3/ ' PERMIT REVISION SET 1 Misc. Details A2.1 DISPLAY PLATFORM @ 6 "A.F.F. SOFFIT ABOVE -- BUTT GLAZING @ CORNER Q West Storefront Plan SCALE: 3/16 " =1' -0"Q 21/2" 1 3' -5 3/8" 3' -5 318" 3' -5 3/8" 3' -5 3/8" 3' -5 3/8" 3' -5 3/8" DEMISING , 3'-6" 41'-0 CENTER 'FLAG' SIGN @ PILASTE TOP OF SIGN @ 10' -0" A.F.F. N 30 "X15 "X3 ",DOUBLESIDED, INTERNALLY LIT, BRANDED WITH TENANTS SIGNATURE & FINISH & FLUSH - MOUNTED 10' -0" A.F.F TO TOP OF SIGN. AREA OF TEXT TO BE NO TALLER 8 ". SIGN IS TO BE FLUSH - MOUNTED TO PILASTER ADJACENT DOOR PER WESTFIELD SIGN DESIGN STANDARDS. A\ AREA FOR SIGN - LETTER P-LAM PANEL KISTING FLUTING" (P-LAM 1) SPACING PER GLAZING D /---- .......,, . „. ,.... -......... TYPE MAT'L FINISH - N NOT TO EXCEED 50% OF q 51/2" STOREFRONT WIDTH O 5 1/2" 4' -0 1/8" 3'- 101/8" 4' -0 1/8" ' -0", (PR) 3' -0" X 9'-6" 1 3 GLASS .. jl j jl 1 I T Ii' 3 PY t N _,__14.11" j r r S n -I P N _ 4 - _ N I 1X2 t 2 dSIGN O I TOP OF SIGN PER WESTFIELD STANDARDS s 1 J 4 -a' . J /'Q / // 1 ENTRY DOOR PILASTER BEYOND SHOWN TO DEMONSTRATE FLUSH - MOUNTING OF BLADE SIGN PER WESTFIELD SIGN DESIGN STANDARDS Q West Storefront Elevat SCALE: 3/16 " =1' -0"Q DOOR SCHEDULE MARK SIZE TYPE MAT'L FINISH HDW NOTES 1 (PR) 3' -0" X 9'-6" A GLASS .. 1 1,2 NOTES: 1. 1/2" TEMPERED GLASS. DOUBLE- ACTING HERCULITE DOOR WITH RECESSED FLOOR CLOSER. ALL HARDWARE SHALL BE PER DOOR MANUFACTURER, HARDWARE SHALL HAVE A SATIN STAINLESS FINISH. 2. COORDINATE HARDWARE REQUIREMENTS WITH TENANT. DOOR TYPES REVIEWED FOR CODE COMPLIANCE APPROVED AUG 29 2011 City of Tukwila BUILDING DIVISION TOP OF FASCIA db @15' -6" BOTTOM OF FASCIA AEI @12' -Y" OOD TRIM AM PANEL (P-LAM 1) OOD TRIM AM PANEL (P-LAM 1) ETALCLAD OOD BASE F.F. @ 0' -0" GENERAL NOTE: ALL WOOD USED TO BE TREATED WITH FIRE RETARDANT. ARE EIV- 7;011A1 CI1Y 0 1U AUG 2 4 0 PERMIT CENTER PERMIT REVISION SET 1 BELAY.ARCHItECtURE Project No. Issue -- 060 Revisions Q 08/00/11 PERMXT REVIEW West Storefront Plan & Elevations A3.0 SIGN' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 292011 City of Tukwila BUILDING DIVISION GENERAL NOTE: ALL WOOD USED TO BE TREATED WITH FIRE RETARDANT. EXTENT OF DISPLAY MEZZ ABOVE DISPLAY CASE - — SEE NORTH ELEVATION, SHT. A3.0 / 2 DEMISING WALL North Storefront Plan SCALE: 3/16 " =1-0"Q 3' -3 7/8" 3,-4" 3' -3 7/8" 1' -0" 3'-6 7/8" 4'-0 1/4" 4' -0 1/8" DISPLAY PLATFORM @ 6" A.F.F. i— SOFFIT ABOVE BUTT GLAZING @ CORNER EO. CENTER 'FLAG' SIGN @ PILASTER CENTER SIGN ON GLAZING PANEL P-LAM PANEL (P -LAM 1) ALIGN TOP OF FASCIA WITH ADJACENT STOREFRONT 1X2 WOOD TRIM P -LAM PANEL (P-LAM 1) 1X4 WOOD TRIM P-LAM PANEL (P -LAM 1) METAL CLAD WOOD BASE 3' -9 7/8" GLAZED DISPLAY — CASE - ACCESSIBLE FROM INTERIOR FLAG SIGN AS — VIEWED FROM SIDE - TOP OF SIGN: 10' -0" A.F.F. — AREA FOR SIGN - LETTER HEIGHT NOT TO EXCEED 18 "; LENGTH OF SIGN NOT TO EXCEED 50% OF STOREFRONT WIDTH 3' -7 7/8" 3' -7 7/8" 5 1/?" 3'-6" 5 1/2" P-LAM PANEL — TEMPERED GLASS (P -LAM 1) DISPLAY Z GLAZING CLIP AND SPACING PER GLAZING MANUF. 3' -0" 3' -0" 3' -11" ' -11" S I I GN QNort2 h Storefront Eleva SCALE: 3/16 " =1' -0 "Q on cmRORRIw AUG 2 <2011 PERMIT CENTER PERMIT REVISION SET 1 BELAY.ARCHItECtURE Project No. Issue — 060 Revisions Q 08/00/11 PERMIT REVIEW North Storefront Plan & Elevations A3.1 14 GA. STAINLESS STL TUBE OI THREADED ROD. - ATTACH TO STRUCT. ABOVE - LAY -IN CEILING SUPPORT WIRE TO STRUCTURE ABOVE io GROMMET -1' MATCH ACT COLOR —P -LAM 0/1" PWD, PER FINISH SCHEDULE, 0/ 3 -5/8" METAL STUDS i _1X6 PLAIN FACE MAPLE t. I II i ] 1X4 PLAIN -FACE MAPLE I TRIM BOARD 2-8" FINISH PER FIN. SCHED. 1 2-10" WALL FINISH 0/ 5/8" TYPE 'X GWB - PER FINISH SCHEDULE 3' -0" 3' -0" r li L DISPLAY MEZZANINE IV FINISH 0/Y" PWD, PER z4 FINISH SCHEDULE, 0/ 5/8" TYPE' X GWB, 0/ 6" MTL. STUDS 1X4 PLAIN -FACE MAPLE TRIM - EASE EDGES 1X4 PAINTED CLEAT 2X4 OUTRIGGER 5/8" TYPE' X' GWB 1X4 PLAIN -FACE MAPLE TRIM - EASE EDGES 1X4 PLAIN FACE MAPLE W/ 1/2" QUARTER ROUND - STAINED TO MATCH 3/4" STAINED SOLID MAPLE BASE 0/1/2" MAPLE VENEER PWD tD METAL STUD BRACE - EVERY 48" SUPPORT WIRE TO STRUCTURE ABOVE A.C.T. LAY -IN CEILING @13'-0 jF.F. / / 1 ' I `5/8" TYPE 'X' GWB SOFFIT, SEE CEILING PLAN FOR EXTENT 14 GA. STAINLESS STL TUBE 0/ THREADED ROD. SIGN PER WESTFIELD STANDARDS PER CEILING PLAN GLASS ENTRY DOOR PER MANUF. COLUMN @ DOOR FRAME BEYOND DISPLAY PLATFORM BEYOND OVVall Section thru Lug SCALE: 1/2" =1' -0" 0 ge Display ®WaII Section thru Glas SCALE: 112 " =1' -0" ce 0 0 0 0 F. 0 a 0 O DOOR PER MANUF. Entry Door METAL STUD BRACE - EVERY 48 "\ SUPPORT WIRE TO STRUCTURE ABOVE STOREFRONT TRUSS, P -LAM 0 /Y2" PWD, PER FINISH SCHEDULE, 0/ 3 -5/8' METAL STUDS A.C.T. LAY -IN CEILING @ 13' -0" A.F.F. PER CEILING PLAN GLAZING CLIPS, SPACING PER MANUF. 1/2" THICK TEMPERED SAFETY DISPLAY GLAZING OWall Section thru Full SCALE: 1/2 " =1' -0" 0 1X6 PLAIN FACE MAPLE t. Glazing `14 GA. STAINLESS STL TUBE 0/ THREADED ROD. - ATTACHE TO STRUCT. ABOVE GROMMET - MATCH ACT COLOR TYPE E -1 DISPLAY LIGHT BACK OF DISPLAY CASE OPEN TO STORE INTERIOR F.F. • 0' -0" SUPPORT WIRE TO STRUCTURE ABOVE FINISH 0 /Y2" PWD, PER FINISH SCHEDULE, 0/ 3-5/8" METAL STUDS 1X6 PLAIN FACE MAPLE IliI A.C.T. LAY -IN CEILING @ 13' -3" A.F.F. 1X4 PLAIN FACE MAPLE TRIM BOARD BELAY ■ARCHItECtURE B o 8 t3 43 m$aa' OUIE 1/2" THICK TEMPERED DISPLAY SHELF tV SHELF BRACKET @ BOTH ENDS 1/2" TEMPERED SAFETY DISPLAY GLASS c IV 1/2" STAINED MAPLE PWD PANEL @ SIDES & BASE- MITER CORNERS 1/2' STAINED MAPLE PWD FASCIA 0/ 1/2" PWD - MITER FASCIA TO BASE C)Wall Section thru Disp SCALE: 1/2 " =1' -0" 0 y Case 3/4" STAINED SOLID MAPLE BASE 3-5/8" METAL STUDS S m 1 C1gY 0 Tit REEIV L AUG` 2 a 2011 1 PERMIT CENTER L a PERMIT REVISION SET 1 OR DE COMPLIANCE APPROVED AUG 2 9 2011 City of Tukwila ILDING DIVISION a) Q) (>3 Q) J W•0 c0 a'o E �< E s- i in ° Project No. Issue -- 060 Revisions 08/00/11 PERMIT REVIEW Wall Sections A3.2 PAINTABLE FIRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK 5/8" DEFLECTION GAP 6" SLOTTED TRACK (SLIP TRACK OR EQ.) TENANT SPACE 6" CONT. UNPUNCHED STEEL TRACK CORRIDOR 5/8" TYPE 'X' GWB CEILING TILE WAINSCOT, THIN -SET, (WHERE OCCURS) 5/8" TYPE 'X' GWB 6" STEEL STUDS @ 16" O.C. PAINTABLE FIRESTOP SEALANT (BOTH SIDES) FLOOR FINISH - WHERE OCCURS J, a -"- SEALED CONCRETE SLAB, PER STRUCTURAL RAMSET AS REQUIRED UL. NO. U465 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS. GYPSUM BOARD: 5/8" THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 INCH LONG, TYPE'S' STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BAORD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. . Partition @ Finishe Dlhr SCALE: 3/4 " =1' -0" Corridor a NOTE FIRE RATING OF WALL ASSEMBLY IS NOT REQUIRED TO EXTEND ABOVE TENANT CEILING. GYPSUM BOARD TO BE HELD MIN. 6" CLEAR BELOW UNDERSIDE OF DECK ABOVE TO ACCOMMODATE TENANT HVAC RETURN AIR SYSTEM. t0 UNDERSIDE OF DECK 6" SLOTTED TRACK (SLIP TRACK OR EQ.) FINISH PER SCHEDULE TENANT SPACE 6" CONT. UNPUNCHED STEEL TRACK TENANT SPACE CEILING BY TENANT (WHERE OCCURS) 5/8" TYPE 'X GWB (BOTH SIDES) 6" STEEL STUDS @ 16" O.C. O UL. NO. U465 PAINTABLE FIRESTOP SEALANT (BOTH SIDES) FLOOR FINISH - WHERE OCCURS SEALED CONCRETE SLAB, PER STRUCTURAL RAMSET AS REQUIRED THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS. GYPSUM BOARD: 5/8" THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 INCH LONG, TYPE'S' STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BAORD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 01 hr Tenant Demising SCALE: 3/4 "=1-0" rtit on (typical) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2011 City of Tukwila BUILDING DIVISION crNOi�lukkiw AUG 24 2011 PERMIT CENTER PERMIT REVISION SET 1 A BELAY■ARCHItECtURE E 8 HAI 8 — m E v S a Project No. Issue -- D60 Revisions D8/00/11 PERMIT REVIEW Wall Sections A3.3 TEMPERED GLAS • DISPLAY WINDOW PAINTED GWB (P-2) PAINTED GWB (P-2) • GLASS ENTRY C DOORS B-P" r6' fl Li T OInterior Elevation - No SCALE:1/4%1'-0" TEMPERED GLASS ENTRY DOORS MPERED P-LAM WALL GLASS SHELVES PANELS (P-LAM 2) PAINTED GWB (P-2) EN:yj to PAINTED GWB (P-2) Interior Elevation - So SCALE:1/4=1%0' PAINTED GWB / (P-2) DISPLAY CASE w/ TEMPERED SHELVES - VISIBLE FROM CONCOURSE. ACCESSIBLE FROM STORE INTERIOR 6" P-LAM o/ MDF BASE, TYP. (P-LAM 1) 6" P-LAM MDF BASE, TYP. (P-LAM 1) PAINTED GWB PAINTED GWB (P-2) (P-2) 4'-0" ()Interior Elevation - Eas SCALE:1/4%1%0" A \ 6" P-LAM o/ MDF BASE, TYP. (P-LAM 1) PAINTED GWB—‘ (P-2) Interior Finish Legend 43/ LAZING CUPS PER TEMPERED GLASS L..1 (....)... GLAZING MANUF. \---......... ....... "I\ \ A3c.i.,2y3 \--.........._..., L-1- TYPE 'X' GWB SOFFIT, SEE RCP ...." • Item 6: per constractor, White .c--3:- Size: 2" x 4" x 5/8" (w/ a score down the middle for a 2 x 2look) cp-r., Mfr Bigelow . . Style Name: BC178 Rapid Trans, Color: 7652 Subway Size: Broadloom \ . P-1 ;... I Mfr: Sherwin Williams Color: SW 7028 'Incredible White' ....' P-2 E., Mk: Sherwin Williams GLASS ' e• DODRS . ENTRY .: _. , Interior Elevation - So SCALE:1/4=1%0' PAINTED GWB / (P-2) DISPLAY CASE w/ TEMPERED SHELVES - VISIBLE FROM CONCOURSE. ACCESSIBLE FROM STORE INTERIOR 6" P-LAM o/ MDF BASE, TYP. (P-LAM 1) 6" P-LAM MDF BASE, TYP. (P-LAM 1) PAINTED GWB PAINTED GWB (P-2) (P-2) 4'-0" ()Interior Elevation - Eas SCALE:1/4%1%0" A \ 6" P-LAM o/ MDF BASE, TYP. (P-LAM 1) PAINTED GWB—‘ (P-2) Interior Finish Legend 43/ LAZING CUPS PER TEMPERED GLASS L..1 (....)... GLAZING MANUF. \---......... ....... j, TEMPERED GLASS --> DISPLAY WINDOVV A3c.i.,2y3 \--.........._..., L-1- TYPE 'X' GWB SOFFIT, SEE RCP Item 6: per constractor, White Size: 2" x 4" x 5/8" (w/ a score down the middle for a 2 x 2look) cp-r., Mfr Bigelow . . Style Name: BC178 Rapid Trans, Color: 7652 Subway Size: Broadloom . P-1 • i . . . . 1 kJ — I I Mfr: Sherwin Williams Color: SW 7028 'Incredible White' Finish: Satin / Eggshell P-2 Mk: Sherwin Williams GLASS ' e• DODRS . ENTRY .: _. , RVASTIdWAIMATEir I Mb: Chemetal Color: 4914 Cross Hatch Aluminum \-- 6" P-LAM 0/ MDF BASE. C)1 SCALE:1/4"=I-0" A\ TYP. (P-LAM 1) CITYROM AUG 2 4 2011 PERMIT CENTER General Notes I. REFER TO FLOOR PLAN ON SHEET Al .0 FOR EXTENTS OF FLOOR FINISHES. . - .-- --- . ACT-1 Interior Finish Legend ACOUSTICAL CEIUNGirILE Mfr USG Style: Radar - per contractor Edge Profile: SO (square lay-in) Item 6: per constractor, White Size: 2" x 4" x 5/8" (w/ a score down the middle for a 2 x 2look) cp-r., Mfr Bigelow Style Name: BC178 Rapid Trans, Color: 7652 Subway Size: Broadloom P-1 Mfr: Sherwin Williams Color: SW 7028 'Incredible White' Finish: Satin / Eggshell P-2 Mk: Sherwin Williams Color CL 2752W 'Orthodox' Finish: Satin / Eggshell RVASTIdWAIMATEir P-LAM 1 Mb: Chemetal Color: 4914 Cross Hatch Aluminum P-LAM 2 RB-1 Mfr Pionite Color. WC421 Oiled Cheny RUBBERIWAS—E— -r;r-4fris--;17.1.4''' Mfr Armstrong Style: Color4ntegrated coned wall base, Standard Toe 4" Color. 71 'Mid Gray' Size: Continuous roll T-1 Mfr: DalTile Collection: Villa Valleta Color VV02 *Calais Springs' Size: 12" x 12" x 5/16 thick .r,V1hii/LcCOMP60"11j0....4411gEOWSWA-7WWZA VCT-1 Mk: Armstrong Style: Standard Excelon - Imperial Texture Color 51908 'Pewter' Size: 12" x 12" x 1/8" WD-1 ' Mfr: Style Name: Color. To Match P-lam 2 . Size: 1/2" thick x 3.25" deep BELAYuARCHItECtURE REVI CODE AP AUG City BUILD EWED FOR OMPLIANCE PROVED 2 9 2011 of Tukwila NG DIVISION PERMIT REVISION SET 1 Project No. Issue — 060 Revisions L, malt PERMIT REVIEW Interior Elevations & Finish Schedule A4.0