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HomeMy WebLinkAboutPermit D13-081 - EARTHBOUND TRADING COMPANY - TENANT IMPROVEMENTEARTHB OUND TRADING COMPANY 2686 SOUTHCENTER MALL D13-081 �J��111 A wq City oiTukwila 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: 2686 SOUTHCENTER MALL TUKW Suite No: Project Name: EARTHBOUND TRADING COMPANY Permit Number: D13-081 Issue Date: 04/08/2013 Permit Expires On: 10/05/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: WAYNE JOHNSON Address: 4701 SW ADMINRAL WY #236 , SEATTLE WA 98116 Contractor: Name: AVAST INC Address: PO BOX 9706 , SPOKANE WA 99209 Contractor License No: AVASTI*895BG Lender: Name: EARTHBOUND TRADING CO Address: 3505 GARDEN BROOK DR , DALLAS TX Phone: 206 714-3485 Phone: Expiration Date: 01/10/2015 DESCRIPTION OF WORK: NEW TENANT: SELECTIVE DEMOLITION WITH CONSTRUCTION OF INTERIOR PARTITIONS AND FINISHES. Value of Construction: $75,000.00 Fees Collected: $2,009.09 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-081 Printed: 04-08-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 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: N Permit Center Authorized Signature: Date: U—( 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 perfpnance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this pernu Signature: Date: ¥ ! 3 Print Name( 6 s 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 D13-081 Printed: 04-08-2013 7: All construction shall be done in conform with the approved plans and the requireme�of the International Building Code or International Residential C International Mechanical Code, Washingto to Energy Code. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: 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. 15: ***FIRE DEPARTMENT CONDITIONS*** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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. (ffC Chapter 10) 24: 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) doc: IBC -7/10 D13-081 Printed: 04-08-2013 25: Exit hardware and marking shall meet joequirements of the International Fire Code. • Chapter 10) 26: 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) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between 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) 28: 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) 29: 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) 30: 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) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 32: 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) 33: 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 sprinlder 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. 2327). 34: 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 #2328.(ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 35: 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 #2328) 36: 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 #2328) (IFC 104.2) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 38: 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. 39: Post address on storefront per approved Westfield standards. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC -7/10 D13-081 Printed: 04-08-2013 42: These plans were reviewed by Inspectoa. If you have any questions, please call Tuka410Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-081 Printed: 04-08-2013 CITY OF TU ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Building Permit No. Project No. Date Application Accepted: Date Application Expires: 09,I Oct� II 1 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 2686 SOUTHCENTER (A, Tenant Name: EARTHBOUND TRADING COMPANY King Co Assessor's Tax No.: 262304-9023 Suite Number. 2130 Floor: 2ND New Tenant: Yes ❑..No PROPERTY OWNER Name: WEA SOUTHCENTER Address: 2800 SOUTHCENTER City: SEATTLE State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: WAYNE E. JOHNSON Address: 4701 SW ADMIRAL WAY - #236 City: SEATTLE State: WA Zip: 98116 Phone: (206) 714-3485 Fax: Email: WAYNEJARCHITECT@GMAIL.COM GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 4701 SW ADMIRAL WAY - 236 City: SEATTLE State: WA Zip: 98116 Phone: (206) 714-3485 Fax: City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:Upplications\Forn-Applianona On Lme12011 Applcations\Permit Application Revised - 8-9-11.docx Revised: August 2011 ARCHITECT OF RECORD Company Name: CADRE ARCHITECTURE Architect Name: WAYNE E. JOHNSON Address: 4701 SW ADMIRAL WAY - 236 City: SEATTLE State: WA Zip: 98116 Phone: (206) 714-3485 Fax: Email: WAYNEJARCHITECT@GMAIL.COM ENGINEER OF RECORD Name: TBD riry-IYeaf m 19 PM-7/0W— Address: SIX --- I -- C 4o.y g1 g bigt, Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: TBD riry-IYeaf m 19 PM-7/0W— Address: SIX --- I -- C 4o.y g1 g bigt, City: 0 .-CM- " State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATO— 206-431-3670 Valuation of Project (contractor's bid price): $ 75,000 Describe the scope of work (please provide detailed information): INTERIOR TENANT IMPROVEMENT AT WESTFIELD MALL INCLUDING, SELECTIVE DEMOLITION AND CONSTUCTION OF INTERIOR PARTITIONS AND FINISHES Existing Building Valuation: $ Will there be new rack storage? 0 Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes (] No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes VI No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1ApplicatiomWor®-Application On Line\2011 Applicahrnn\Pama Apphcation Revised - 8.9-11.doca Revised: August 2011 6h Page2of4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of . Occupancy per IBC 1' Floor 663,727 0 0 0 IIB • M 2nd Floor 241,688 2,581 0 0 IIB M 3'd Floor 84,440 0 0 0 IIB M Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes (] No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes VI No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1ApplicatiomWor®-Application On Line\2011 Applicahrnn\Pama Apphcation Revised - 8.9-11.doca Revised: August 2011 6h Page2of4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OV.27/ R AUTHORI7� Signature: ��� AGENT: Date: 03/11/2013 Print Name: AYNE E. JOHNSON Day Telephone: (206) 714-3485 Mailing Address: 4701 SW ADMIRAL WAY #236 SEATTLE WA 98116 City State Zip H: NApphcationsTomn-Applications On Line 12011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 • 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: D13-081 Address: 2686 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/11/2013 Applicant: EARTHBOUND TRADING COMPANY Issue Date: Receipt No.: R13-01224 Payment Amount: $1,219.40 Initials: jEM Payment Date: 04/05/2013 10:00 AM User ID: 1165 Balance: $0.00 Payee: LEEANNE WOOLSEY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 053151 ACCOUNT ITEM LIST: Description 1,219.40 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,219.40 1,214.90 4.50 .1..n• Dennin4_!1R Priniori• (ld_f15_9(113 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: D13-081 Address: 2686 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/11/2013 Applicant: EARTHBOUND TRADAING COMPANY Issue Date: Receipt No.: R13-01004 Payment Amount: $789.69 Initials: JEM Payment Date: 03/11/2013 12:52 PM User ID: 1165 Balance: $1,219.40 Payee: CADRE ARCHITECTURE PLLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2033 789.69 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 789.69 Total: $789.69 rinr• 17croinf_nR arinrorl• 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: E kl. CO He LI 1.3 TNfiCif %J (, Type of Inspection: C---Sr-3 41 L. -- 5;,,pi_0(2;at5_N4 Address: ca.cei e % S , C. vv el LL -- Date Called: i) Special Instructions: qtr 3-0333 -s-)7-/3 C ALL titzA ® Pr Fro 1)-- i I A W% Date Wanted:. 5-Z2- 1. a__ . ' Requester: Phone No: GINO6" CI q9 - 9*C Z 3 oot',1^ ; i (F}-,114 't -47A11 ©.Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: la 5;,,pi_0(2;at5_N4 cz) rpA,st;w, _ Apo /oaf,cJ, i) Co L4L,1AJ67 - Appr4/I/,Jd I/) E) ta(C 4i'5 11 17-/A5- - 4/ pt/tJe C oot',1^ ; i (F}-,114 't -47A11 c)"z.,,,A*, 4A0,,,a Ins ectt: Date: T—Z2-'3 n(REINSPECTION IEE 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. /'s CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro' c� t:, , , —1 S 0 J" --4 Type f lnspectiory Add ,ess: l s AA 1 Date Called: Special Inffuctions: Date Wanted / a.m. Requester: Pho /f : LO , qcq..-01q-,23 .-01 223 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: g -77rOs _-1.(e_el r � 1 erg-; A -v o f'r _s o `,&k( (.13 JILT A t Inspector: REINSPECTION FEE REQUIRED.Prior to next inspection, fee" must be paid at 6300 Southcenter Blvd./Suite 100. Call to schedule reinspection., Date:- plf INSPECTION RECORD Retain a copy with permit .b13" 00 I 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 Project: 6 -4Q -ilia 62100 7-Roe/DE Type of Inspection: _ PRE- P�r�1Si ieveD A/ Address: .02 6e& Sopa"9// Date Called: Special Instructions: - Date Wanted:. L!— 9—/.3 a.m. p.m. Requester: Phone 5-6 9 — 7q0— 33 7 StirApproved per applicable codes. Corrections required prior to approval. COMMENTS: <1Irr ectolrp` ❑ F}EINSPECTION FEE REQUIR D. Prior to/next inspection. fee must be pa at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. Date: 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: /J -�, �oL Vt '`Y'( f Inspection: Ty45°fAJ �- t— / Monitor: Address: �6� b Suite #: , ,L,P Contact Person: Nial., r )ory Special Instructions: Phone No.: _.)' Approved per applicable codes. orrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: 571-- `- Nial., r E/L 2 ,0- ((\ 1+ 50 b,,, . J 5 �. c, 1' 0 tc_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Axl -L Date: S'//yt Hrs.: ( $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit (")/ 3 — 021 bfl- {733 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 44.4 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:;E Sprinklers: 'r - Type of Inspection: Address: a(,ofs'cc, S ,c _ A if Suite #: Contact Person: 4= Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: FI yr P' h.'t I Dk Needs Shift Inspection: Y Sprinklers: 'r - Date: s---/ 5. Fire Fire Alarm: Y Hood & Duct: ) Monitor: (s-,..6, ,1.i... Pre -Fire: Permits: Occupancy Type:, Al Inspector: Ari 3-/ 1 Date: s---/ 5. - 13 Hrs.: ) $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 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washb1gton State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Date V/Z/5 // 26o (, SoG�^?-*&_ For Bnitdi Fitt •e„ ��,�GL//G09" , /i— g/0(5 AppficantName: 1,1 t N _So r�iKx>>� AppficentAddress: &ND I _04,47115p1 fpki, 44 ...............ilk 2s- v / Applicant Phone: 206 - 71(/ 7 y RS' Project Description • New Building • Addition %Alteration ■ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance (See Qualification Checklist (over). hdicate Prescriptive & LPA 0 Systems Analysis spaces dearly on plans.) Alteration Exceptions (check appropriate box -sea 1132.3) not changed ■ No changes are being made to the lighting and space use Less than 60% of the futures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor planlroom #) ** Occupancy Description Allowed Watts per tf .. Moss mtenor Area in ft2 Allowed x Area ,2- %een / L 1, 3 3 2s- v / 2 S/ 32 -- s -s sv 2.75.) "' From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts LocationNumber (floor planlroom Fixture Description of Fixhues Watts/ Fixture Watts Proposed A y o /2Ez- Sia) 10 ' i,6e y ,e,- 39gal s -s sv 2.75.) 4_9,0 LAS /, i 2- c( a‘,/, --r (o 2 /0 2 - Ata i i c' 644/A.J1-4- 145N <-/ - s7 4 '/v Pt 1 .1- 3 /Sz' &Aro Total Proposed Watts may not exceed Total Allowed Watts for Interior /oZ 1150 Total Proposed Watts 5-5 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if induced). For track fighting, fist the length of the track (in feet) in addition to the fixture, lamp, and ballast information 2. For proposed Watts/Fixhue, use manufacturer's fisted maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track fighting, list the greater of actual luminaire wattage or length of track mkiltipled by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt Lighting, nate section and exception number, and leave Watts/Fixture blank. 724 L/c4H7N / t� 2 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION 2 / Y3 Lf104-7 RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER P13 -DI 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Comp iance Forms for Nonresidential and Mufiifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage • Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not Unified by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures- (Sectikm 1521) 0.85 • Check if 95% or more of Wises comply with 1.2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw-in CFL fixtures and tracking lighting do riot qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <=150w c) electronic ballasts 3. LED lights. TABLE 15-1 Unit Lighting Power Allowance (LPA Use' LPA owe) Use' LPA' (Wift`) Automotive facility 0.85 Office buildrrgs, office/administrative areas in facilities of other use types (inducing but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convection center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Grou 2009 Wash' ton State Ene Code Co • Iiance Form for Nonresidential and Multifamil Residential Lighting Power Allowance Adjustments 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential LTG -LPA Revised December 2010 Project Address Date Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Cary the Adjusted LPA to the corresponding "Mowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor plarrhoom 8) Occupancy Description Allowed Watts per ft2 " Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft 2 **From Table 15-1 based on ezoeptions Nsted in footnotes 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, Motor, and Transformer 2009 Washington State Energy Code Compliance Forms for Permit Plans Checklist LTG -CHK Nonresidential and Multifamily Residential Revised December 2010 Project Address Date The following information is necessary to check a in the 2009 Washington State Nonresidential Energy permit application for compliance with the lighting, motor, and transformer requirements Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control/access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shutoff Schedule with type and features, indicate location (a) timer w/badcup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut-off Indicate location 1513.6.1 (a) Occup. sensors Schedule with type and locations 1513.8.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans 1513.7 Hotel/motel controls Indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS Section 1514) 1514 Max watts 'Indicate watts for each exit sign I LIGHTING POWER ALLOWANCE (Section 1530-1532) 1531 Interior lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) 1511 Elec motor efficiency IMECH-MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) I1540 'Transformers 'Indicate size and efficiency I I If "no" is circled for any question, provide explanation: March 15, 2013 • City of Tukwila Jim Haggerton, Mayor Department of COMMun ty Development Jack Pace, Director Wayne E. Johnson Cadre Architecture 4701 SW Admiralty Wy, Suite 236 Seattle, WA 98116 RE: Correction Letter #1 Development Permit Application Number D13-081 Earthbound Trading Company — 2686 Southcenter Mall Dear Mr. Johnson, 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, I can be reached at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File No. D13-081 W:IPermit Center\Correction Letters120131Dl3-081 Correction Letter #1.docx 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: March 15, 2013 Project Name: Earthbound Trading Company Permit #: D13-081 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. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The egress plan shows the path of egress passing through the stock room. Means of egress are prohibited through stockrooms in Group M occupancies. Among all the other requirements that are already met, there shall also be a demarcated, minimum 44 -inch -wide aisle defined by full or partial -height fixed wall or similar construction that will maintain the required width leading directly from the retail area to the exit without obstructions. Provide a revised plan to show the egress path protected by an aisle with a full or partial height wall separating the stock room from path of egress. (IBC 1014.20 Exception 4, #2-2.4.) 2. In addition to item 1), Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. Coordinate emergency illumination with electrical on the reflective ceiling plan. (IBC 107.2.3 & Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. • PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. ,D/?' tS)-( By: IBC Edition ( 7 & State Amend. Date: ‘41"/ Project title: W; a kb ac Tfroo NS +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. /:K` Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. c5 -- Review for conformity with special detailed requirements based on use and Occupancy. 11)—Review for conformity with Type of Construction requirements of Chapter 6. (m Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. 1 ' Review for conformity with requirements for fire protection systems of Chapter 9. —Review for conformity with requirements for means of egress requirements of Chapter 10 eview for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ V In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. eoim ccwv PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-081 DATE: 03-22-13 PROJECT NAME: EARTHBOUND TRADING COMPANY SITE ADDRESS: 2686 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: "Building .vn • Public Works ❑ Fire Prevention Structural n Planning Division n ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03-26-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04-23-13 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 •PERMIT COORD COP. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-081 DATE: 03/11/13 PROJECT NAME: EARTHBOUND TRADING COMPANY SITE ADDRESS: 2686 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENT As &�a 3-\E—C3 Building Division 11 Nle 09,111"‘$ Public Works 1/11 Fire Prevention Structural ■ bin ■ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03/12/13 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 LETTER OF COMPLETENESS MAILED: Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 04/09/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff Initials: • 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: 0_2-7/3 Plan Check/Permit Number: D13-081 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued 111 Revision requested by a City Building Inspector or Plans Examiner Project Name: Earthbound Trading Company Project Address: 2686 Southcenter Mall Contact Person: REN env YUP ,222013 PERM!" NVE Phone Number: _ 20% ' 7 N- S Sc Summary of Revision: 1285 Iimmt —44 ILL uti/,I 1&.-f Sheet Number(s): Al -C) / A 1 C.) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: jEntered in Permits Plus on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Contractors or Tradespeople Peer Friendly Page • • General/Specialty Contractor A business registered as a construction contractor with LEtI 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 Phone Address Suite/Apt. City State Zip County Business Type Parent Company AVAST INC 2069999923 Po Box 9706 Spokane WA 99209 Spokane Corporation UBI No. 603072804 Status Active License No. AVASTI'895BG License Type Construction Contractor Effective Date 1/7/2011 Expiration Date 1/10/2015 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SCGNWNL8820LSCG NW LLC Construction Contractor General Unused 9/13/2012 9/13/2014 Active Business Owner Information Name Role Effective Date Expiration Date SANDOBAL, JASON LEE President 01/07/2011 Bond Amount SHARP, JASON ALLEN Vice President 01/07/2011 100213154 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 American Contractors Indem CO 100213154 01/01/2013 Until Cancelled $12,000.00 01/10/2013 1 U SF INS CO 615978835 12/30/2010 Until Cancelled 01/31/2013 $12,000.00 01/07/2011 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 2 Cincinnati cIns 318127 01/01/2013 01/01/2014 $2,000,000.00 01/02/2013 1 ENDURANCE AMERICAN SPECIALTY 2392267 12/30/2010 12/30/2013 12/30/2012 $1,000,000.00 11/08/2012 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httos://fortress.wa.:?ov/lni/bbip/Print. aspx 04/08/2013 Code Summary CODE SUMMARY: - 2009 INTERNATIONAL BUILDING CODE - 2009 INTERNATIONAL MECHANICAL CODE - 2009 INTERNATIONAL FIRE CODE - 2009 UNIFORM PLUMBING CODE FULLY SPRINKLED BUILDING - TO BE SUBMITTED UNDER SEPARATE PERMIT. SITE INFORMATION: TENANT SPACE 2130 TENANT ADDRESS: 2686 SOUTHCENTER TUKWILA, WA 98188 TENANT IMPROVEMENT SUMMARY: TOTAL EXISTING SQUARE FEET: 2,581 S.F. TOTAL REVISED SQUAt E FEET: 2,551 SF - NO ADDITIONAL TENANT SQUARE FEET A5 PART OF THIS WORK OCCUPANCY GROUP: WESTFIELD MALL - 11 - COVERED MALL OCCUPANCY LOAD (TABLE 1004.1.1): OCCUPANCY LOAD FACTOR - RETAIL AREA: 1,925 SF / 30 = 65 STOCK ROOM (INCLJDNG CORRIDOR): 250 SF / 300 = 1 RESTROOM: 65 SF NOT APPLICABLE FOR OCCUPANT LOAD CHANGING ROOM: 45 5F / 30 = 2 MISCELLANEOUS WALL THICKNESS ETC. 281 5F NOT APPLICABLE FOR OCCUPANT LOAD TOTAL OCCUPANT LOAD = 61 FGRESS REQUIREMENTS: PER TABLE 1015.1 THE MAXIMUM OCCUPANT LOAD FOR ONE EXIT WITHIN OCCUPANCY TYPE 'M' 15 49. (TABLE 1015.1) OCCUPANCY LOAD 15 61 THEREFORE TWO EXITS ARE REQUIRED. TWO EXITS ARE PROVIDED THEREFORE OK MINIMUM CORRIDOR WIDTH OF 44" - EXISTING AND PROVIDED THEREFORE ACCEPTABLE EGRESS WIDTH - 61 (2) = 14 INCHES - PAIR OF 36" WIDE DOORS I5 PROVIDED AT MALL STOREFRONT THEREFORE OK THERE I5 AN EXISTING DOOR TO SACK OF HOUSE CORRIDOR THAT I5 36" WIDE, THEREFORE OK TABLE 1016.1 - OCCUPANCY M MAXIMUM TRAVEL DISTANCE WITH SPRINKLER SYSTEM 15 250 FEET. TRAVEL DISTANCE WITHIN TENANT SPACE 15 LESS THAN 250 - THEREFORE OK SECTION 402.4A - WITHIN EACH INDIVIDUAL TENANT SPACE IN A COVERED MALL, THE MAXIMUM TRAVEL DISTANCE FROM ANY POINT TO AN EXIT OR ENTRANCE TO THE MALL SHALL NOT EXCEED 200 FEET. TRAVEL DISTANCE TO EXITS FROM WITHIN TENANT SPACE I5 LESS THAN 200 FEET THEREFORE OK FIRE RESISTANCE REQUIREMENTS: SECTION 402.45.1 WHERE DOORWAYS TO EXITS PASSAGEWAYS SHALL BE PROTECTED BY 1-14OUR FIRE DOOR ASSEMBLY THAT I5 SELF CLOSING BY SMOKE DETECTION IN ACCORDANCE WITH SECTION 115.4.53. SECTION 402.12 - EACH TENANT SHALL BE SEPARATED BY A FIRE PARTITION IN ACCORDANCE TO SECTION 109. PLUMBING REQUIREMENTS: SECTION 2W22 - SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH PUBLIC RESTROOMS ARE LOCATED WITHIN 200 LF. PUBLIC RESTROOMS ARE WITHIN 200 LF THEREFORE PUBLIC RESTROOMS ARE NOT REQUIRED. ONE EXISTING UNISEX RESTROOM I5 PROVIDED FOR EMPLOYEES. EARTHBOUND TRADING COMPANY TENANT IMPROVEMENT AT WESTFIELD 2686 SOUTHCENTER TUKWILA, WA 98188 Scope or Work THE SCOPE OF WORK SHALL INCLUDE THE PARTIAL INTERIOR TENANT IMPROVEMENT FOR A TENANT SPACE AT A COVERED MALL. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO: - SELECTIVE PARTIAL DEMOLITION OF EXISTING INTERIOR FINISHES, GWB CEILING, TENANT STOREFRONT, , ACOUSTICAL SUSPENDED CEILING AND GRID (INCLUDING BUT NOT LIMITED TO ELECTRICAL AND MECHANICAL FIXTURES) AND NON-STRUCTURAL PARTITIONS TO ALLOW FOR NEW CONSTRUCTION - INTERIOR MODIFICATIONS TO EXISTING TENANT SPACE - CONSTRUCTION OF INTERIOR TENANT STOREFRONT -CONSTRICTION OF INTERIOR PARTITIONS FOR TENANT SPACE -CONSTRUCTION OF NEW CHANGING ROOM. - INTERIOR FINISHES Separate Permits THE FOLLOWING ITEMS SHALL BE UNDER SEPARATE PERMIT SUBMITTED BY CONTRACTOR: - FIRE ALARM - FIRE SPRINKLER - MECHANICAL - ELECTRICAL (INCLUDING DATA/TELECOM) - PLUMBING Construction Notes 1. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING, ETC DESIGN BUILD DRAWINGS. ALL DRAWINGS SHALL BE CONSIDERED AS ONE PROJECT. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN QUALITY SUB -CONTRACTORS TO PERFORM COMPLETE SCOPE AS REQUIRED TO FURNISH AND INSTALL SAID COMPONENTS AND COMPLETE INSTALLATION IN ACCORDANCE TO DOCUMENTS, CODES, AND JURISDICTIONS HAVING AUTHORITY. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN -BUILD WORK PER CONTRACT DOCUMENTS AND SHALL TREAT THIS PROJECT AS ONE FULL COMPREHENSIVE PROJECT. 3. WHERE DOCUMENT REFER TO MECHANICAL, ELECTRICAL, PLUMING, CONTRACTOR SHALL THOROUGHLY REVIEW EACH CONSULTANTS DRAWINGS FOR COMPLETENESS AND ENSURE ALL WORK I5 COORDINATED AMONG EACH OTHER 4. MECHANICAL, ELECTRICAL ETC, SUB -CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT, SITE, AND SCOPE OF WORK TO PROVIDE NE A FULLY INTEGRATED DESIGN, IN ACCORDANCE TO LOCAL, STATE, AND FEDERAL JURISDICTIONS HAYING AUTHORITY. 5. MECHANICAL DESIGN - BUILD CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL, PLUMING PERMITS IN ADDITION TO ALL ENERGY CODE FORMS, MECHANICAL SUMMARIES AS REQUIRED BY LOCAL JURISDICTION HAYING AUTHORITY. TEM FOR OPTIMUM PERFORMANCE PRIOR T OCCUPANCY. 6. ELECTRICAL SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL/DATA PERMITS IN ADDITION TO SUBMITTING LIGHTING BUDGET AND ENERGY FORMS AS REQUIRED BY LOCAL JURISDICTION HAVING AUTHORITY. 1. ELECTRICAL SUB CONTRACTOR SHALL VERIFY EXTENT OF EXISTING POWER AVAILABLE AND MEETS OWNERS REQUIREMENTS. CONTRACTOR SHALL UPGRADE SERVICE AS REQUIRED TO MEET MECHANICAL AND ELECTRICAL LOAD FOR TENANT SPACE.ILD CONTRACTOR SHALL CONFIRM EXTENT Landlord Comments 1. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY CONSTRUCTION BARRICADE PRIOR TO COMMENCEMENT OF CONSTRUCTION, PER INSTRUCTION OF LOCAL GENERAL GROWN AUTHORITY. DO NOT FASTEN TO MALL FINISH MATERIAL. 2. CONTRACTOR/TENANT I5 LIABLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF LANDLORD'S FIRE PROTECTION ENGINEERS DURING ORIGINAL. CONSTRUCTION AND ALL SUBSEQUENT FIELD INSPECTIONS. 3. CONTRACT SHALL REPAINT AND/OR REPAIR LANDLORD PROPERTY, INCLUDING, BUT NOT LIMITED TO NEUTRAL PIERS, BULKHEAD, REAR CORRIDOR, ETC, THAT I5 DAMAGED DURING TENANT IMPROVEMENTS. 4. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK 5. CONTRACTOR 514ALL COVER ALL SUPPLY AND RETURN OPENINGS BEFORE AND DURING CONSTRUCTION. 6. ALL WORK SHALL BE BY TENANT'S CONTRACTOR(5) UNLESS SPECIFIED IN THE TENANT'S EXECUTED LEASE. 1. ALL REUSED MATERIAL AND EQUIPMENT SHALL BE REFURBISHED TO 'LIKE NEW' CONDITION. S. ALL MATERIALS USED IN THE CONSTRUCTION OF NIS SPACE MUST BE ASBESTOS FREE. 9. CONTRACTOR SHALL PERFORM FIRST-CLASS WORKMANSHIP. ACCEPTANCE IS CONTINGENT UPON LANDLORD APPROVAL. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. I\ QTZ: Revisions will require a new plan submittal crj may include additional plan review fees. Location Map Second Level NORTH FUTURE RETAIL TENANT SPACE ti* SEPARATE PERMIT REQUIRED FOR: VMechanica t atlectricat grPlumbIng EsPip City of Tukwila BUILDING DIVISION Project Directory LANDLORD OUJNEfiz WESTFIELD SOUTHCENTER 2800 SOUTHCNETER TUKWILA, WA 98188 FILE C Pay s ' Per"it No..4 t1�eVl► Wont iss to anon and amissiatal. :. ---,t O construction d� not �� ,� �i c adopted code or Qt1 18fum. �,,�.� ''�� d COnmOIs EARTHBOUND TRADING CO. 3505 GARDEN BROCK DRIVE DALLAS, TX CONTACT: SOLANO ROOS, VICE PRINCIPAL 214.405.1350 5ROO5eEARTHBOUNDTRAD ING.COM CONTACT: LEEANNE WOOSLEY, 214.4051350 LWOOSLEY•EARTHBOLMDTRAD ING.COM Ck I TECT OP i�ECOfi�I� CADRE ARCHITECTURE, PLLC 4101 ADMIRAL WAY SW, *236 SEATTLE, WA 98116 CON(206TACT3� E JOI-N5ON, PRINCIPAL WAYNEJARCHITECT•GMAIL.COM t� BY aty Of Tawna ...0* -T BUILDING ON Ora w ine Index ARCHITECTURAL TO.0 TO.1 A0.0 A0.1 A1.0 A2.0 A3.0 A3.1 A4.0 A5.0 TITLE - COVER SHEET GENERAL NOTES DEMOLITION FLOOR PLAN REVIEWED FOR CODE COMPLIANCE APPROVED DEMOLITION REFLECTED CEILING PLAN APR 0 3 2013 FLOOR PLAN AND DETAILS FINISH PLAN AND DETAILS ELEVATIONS AND SECTIONS City of Tukwila OVERALL SECTIONS BUILDING DIVISION REFLECTED CEILING PLAN AND DETAILS SCHEDULES AND DETAILS RECEIVED CITY OF TUKWILA MAR 1 1 2C1 PERMIT CENTER Vicinity Map NORTH i EARTIIBOUND TRADING COMPANY � W Z ~ W Z MLLI 1"- O M ce O a. CO 2 ZJ Q W Z W ~ cn W ce cc) W co r Z 0) W U < O -� co CD CO N totss NREGISTERED ARCHITECT YNE EDWARD JOHNSON STATE OF WASHINGTON ISSUE PERMIT SET DATE 03-08-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEET TITLE: COVER SHEET SHEET NO.: T0.0 PROJECT NUMBER: 2013-110 General Notes 1. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFOR1'1 TO THE REQUIREMENTS OF MUNICIPAL LOCAL OR FEDERAL AND STATE LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. 2. WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN TI4AT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAYING JURISDICTION OVER THE WORK, THE WORK OF THE MOST STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES, OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF THIS WORK FORWARD COPIES OF EXECUTED PERMITS TO OWNER 4. ALL DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 5. TI -E CONTRACTOR 15 WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF TI4E WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN, AND TRADESMEN REQUIRED TO COMPLETE THE JOB. 6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY WITH ALL REQUIREMENTS CALLED FOR ON THESE DRAWINGS. 1. 8. 9. THE CONTRACTOR SHALL NOTIFY TI4E ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, TI-IESE NOTES, AND FIELD CONDITIONS, AND REQUEST CLARIFICATION BEFORE COMMENCING ANY WORK EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE JOBSITE. ALL CONTRACTORS SHALL CONTACT LANDLORD TO DETERMINE NE BUILDING OWNER'S RULES FOR CONSTRUCTION DELIVERIES, CONSTRUCTION TASKS TO BE PERFOFRf1ED OUTSIDE REGULAR BUSINESS HOURS, AND ANY OTHER SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE WORK IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL (INCLUDING COST APPROVAL) MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK THE GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE -GENERATING CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME. 10. THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO DEFECTIVE AND/OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND/OR IMPROPER SCHEDULING OR DELINQUENT ORDERING, SHALL SE BORNE BY THE PARTY RESPONSIBLE. 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS FROM HIS OWN AND 1415 SUBCONTRACTORS' WORK, CARPET AND TELECOM INSTALLATION, ETC., AND PROVIDE FOR ITS REMOVAL FROM THE JOBSITE. 12. TI4E CONTRACTOR SI4ALL EXERCISE STRICT DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE. 13. THE CONTRACTOR SHALL PROVIDE PROTECTION DURING SITE WORK, DEMOLITION, AND CONSTRUCTION IN ACCORDANCE WITH IBC CHAPTER 33. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF NE OWNER AT THE EXPENSE OF THE CONTRACTOR 14. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR 1415 WORK UNTIL COMPLETION OF CONTRACTED WORK 15. THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT. THE HIGHEST POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE USED. 16. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. TI -E CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS. 11. ALL EXISTING MANUFACTURED ITEMS NOT BENG REMOVED SHALL BE REFURBISHED AS REQUIRED. ANY LOOSE ITEMS TIGHTENED (INCLUDING, BUT NOT LIMITED TO, EXIT SIGNS, DOWNLIGHTS, SPEAKERS, MOULDINGS, ETC.), AND ANY MISSING PARTS REPLACED BY NE CONTRACTOR TO ACHIEVE A COMPLETE NSTALLATION WITH A NEW APPEARANCE. 18. REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN CASE OF FIRE OR OTI-TER EMERGENCY. 19. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXIT SIGNS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. 20. INSURANCE AND BONDING FOR THE PROJECT SI4ALL BE AS DIRECTED BY AND TO NE SATISFACTION OF OWNER 21. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, ELECTRICAL REQUIREMENTS, AND CHARACTERISTICS OF ALL WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS PRIOR TO THE START OF RELATED WORK WITH THE MANUFACTURER OR SUPPLIER 22. CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER OWNER AND LANDLORD 14A5 PREPARED NE CERTIFICATE OF SUBSTANTIAL COMPLETION AND PUNCH LIST, AND PUNCH LIST ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL SUBMIT MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS, AND RECORD DRAWINGS TO OUNER, WITH HIS FINAL APPLICATION FOR PAYMENT. THE OWNER SHALL PREPARE ANY NECESSARY CHANGE ORDERS REQUIRED TO FINALIZE THE COST OF THE PROJECT BASED ON THE CONTRACTORS FINAL SUBMITTALS. 23. MANUFACTURE'S NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 24. THE OWNER, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK NE CONTRACT SUM AND CLAMS FOR EXTENSION OF TIME 51-1ALL BE ADJUSTED ACCORDINGLY. SUCH WORK SHALL BE OTI-ERWISE EXECUTED UNDER THE CONDITIONS OF NE ORIGINAL CONTRACT. 25. ALL "EXISTING TO BE RELOCATED", AND/OR NEW ITEMS INSTALLED BY THE CONTRACTOR, IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT TI4E PERIOD OF CONSTRUCTION, SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF OWNER AND ARCHITECT. 25. THE CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHAS ES ON ALL MATERIAL AND EQUIPMENT TO THE PONT OF USE AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING, AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT. 21. IF TI -E CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST UNDER T1415 CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO NE OWNER, WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS AND IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK TI4E PROCEDURE SHALL BE AS PROVIDED FOR IN THE AGREEMENT UNDER "CHANGES IN THE WORK". NO SUCH CLAIMS SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. 28. ALL CLAMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY OWNER AND SHALL INCLUDE A COMPLETE DESCRIPTION OF TI4E WORK, MATERIALS USED, ROOM NUMIBER OF THE AREA OF WORK, AND AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. TOTAL COST OF NE WORK, INCLUDING THE CONTRACTOR'S MARK-UP, SHALL BE INCLUDED IN THE SUBMITTAL. 25. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCI4EDULE TO THE OWNER INDICATING PHASING OF TI4E WORK FROM START TO FINISH OF THE PROJECT. 30. ALL DIMENSIONS ARE FROM THE FACE OF STUD TO THE FACE OF STUD, UNLESS NOTED OTHERWISE. 31. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT SI4ALL BE SUPPLIED AND INSTALLED BY NE CONTRACTOR, UNLESS NOTED OTHERWISE. 32. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF A YEAR FROM THE ACCEPTANCE OF THE PROJECT BY NE OWNER UNLESS NOTED OTHERWISE. 33. THE CONTRACTOR SHALL FLASH PATCH CONCRETE SLAB FOR FLOORING INSTALLATION TO PROVIDE EVEN SURFACE. 34. IN SOUND RATED ROOMS, ALL WALL AND FLOOR PENETRATIONS FOR PIPES, DUCTS AND OUTLETS SHALL BE SEALED WITH AN ACOUSTICAL SEALANT AND CONCEALED OR RECESSED FIXTURES SHALL BE COVERED OR BACKED WITH A SOUND ATTENUATION BLANKET. 35. THE CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING HANGERS, OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS, AND ALL OTHER ITEMS AS REQUIRED. WOOD BLOCKING SHALL BE FIRE RATED. 36. MAXIMUM ROOM OCCUPANT LOAD SIGNS SHALL BE FURNISHED AND INSTALLED AS REQUIRED BY TI4E BUILDING CODE. 31. DOOR OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED IN CENTER OF ROOM OR WITHIN 4" OF ADJOINING PARTITION. 38. ALL SYMBOLS AND ABBREVIATIONS USED ON NE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR DEFINITION, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 35. ALL ITEMS ARE NEW, UNLESS NOTED OTHERWISE. 40. CONTRACTOR SHALL ENSURE TWAT INSTALLATION METHODS CONFOR1 TO ALL BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED TO MEET CODE REQUIREMENTS. ANY DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF WESTFIELD IMMEDIATELY BY THE CONTRACTOR AND PRIOR TO PERFORMANCE OF SPECIFIED WORK 41. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS. 42. NO SUBSTITUTIONS OF SPECIFIED MATERIALS SHALL BE PERMITTED WITHOUT FIRST SUBMITTING SPECIFICATIONS, SAMPLES, AND COST IMPACT FOR OWNER'S APPROVAL. 43. AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE OWNER IN WRITING OF ANY SPECIFIED MATERIALS OR EQUIPMENT THAT IS UNAVAILABLE. 44. THE CONTRACTOR SHALL PROVIDE AND INSTALL ROUGH PLUMBING AND FINAL 1400K -UP FOR ALL SPECIFIED FIXTURES AND APPLIANCES AND SHALL SUPPLY ALL SUCH FIXTURES AND APPLIANCES, UNLESS NOTED OTHERWISE. 45. THE CONTRACTOR SHALL VERIFY REQUIRED LOCATION OF ALL NECESSARY ACCESS PANELS (IN PARTITIONS, FLOORS, OR CEILINGS) AND COORDINATE EXACT LOCATIONS WITH LANDLORD PRIOR TO INSTALLATION. 46. PRIOR TO INSTALLATION OF FLOORING AND DECORATIVE FINISHES, THE CONTRACTOR 514ALL MAINTAIN NE SPACE IN BROOM CLEAN CONDITION WHETHER OR NOT SUCH INSTALLATION IS THE CONTRACTOR'S RESPONSIBILITY. 41. TI4E CONTRACTOR SHALL PROVIDE ALLOWANCE FOR APPLIANCES, UN.O. 48. NE CONTRACTOR SHALL LEAVE THE BUILDING IN A LOCKABLE CONDITION DURING TI4E PERIOD OF T1415 WORK WHEN THE CONTRACTOR'S WORKMEN ARE NOT PRESENT AT THE JOBSITE. 45. THE CONTRACTOR 514ALL DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA PRIOR TO START OF WORK AS NECESSARY, AFTER SECURING LANDLORD'S PERMISSION. 50. NE CONTRACTOR SHALL PATCH, REPAIR, REPLACE, AND/OR REFINISH EXISTING CONSTRUCTION AS NECESSARY TO REFURBISH THE AREA OF WORK 51. THE CONTRACTOR SHALL PROVIDE ALL WORK SHOU.N ON NE DRAWINGS UNLESS SPECIFICALLY NOTED AS "NOT IN CONTRACT" 52. THE BUILDING SHALL COMPLY WIN IBC CHAPTER 11 ACCESSIBILITY REQUIREMENTS AT ENTRANCE, PATH OF TRAVEL TO AREA OF WORK, AND RESTROOMS. 53. ANY REVISIONS OR ADDITIONAL WORK REQUIRED BY TI4E TENANT, FIELD CONDITIONS, OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDLORD BEFORE PROCEEDING, REGARDLESS OF COST, TIME, OR MATERIAL INCREASE. 54. BY ENTERNG INTO AN AGREEMENT WITH OWNER, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE JOBSITE, FAMILIARIZED HIMSELF WITH EXISTING CONDITIONS, AND NOTED ANY DISCREPANCIES WITH NE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 55. ANY AND ALL PROPOSED REVISIONS SHALL BE SUBMITTED IN TI4E FORM OF A WRITTEN CHANGE ORDER TO BE APPROVED AND AUTHORIZED BY OWNER PRIOR TO START OF PROPOSED WORK 56. BEFORE ACCEPTANCE BY OWNER AND LANDLORD, NE COMPLETED CONSTRUCTION SHALL BE GLEANED, LABELS REMOVED, AND ALL OTHER TOUCH UP COMPLETED. 51. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY STATE AND LOCAL BUILDING CODE., INCLUDING BUT NOT LIMITED TO FIRE EXTINGUISHES. 50. FIRE SPRINKLER CONTRACTOR SHALL DESIGN AND PROVIDE CERTIFIED SPRINKLER DRAWINGS FOR LANDLORD'S APPROVAL. 55. THE CONTRACTOR SHALL HOLD HARMLESS THE OWNER BUILDING OWNER LANDLORD AND THEIR REPRESENTATIVES OF ANY LEGAL ACTION ARISING ASA RESULT OF THE CONTRACTOR'S WORK 60. CONTRACTOR SI4ALL PROVIDE THREE (3) SETS OF SHOP DRAWINGS TO OWNER FOR DESIGN APPROVAL AFTER HE HAS REVIEWED TI4EM FOR CONTRACTIBILITY, COORDINATION BETWEEN TRADES, AND CONFORMANCE WITH THE CONTRACT DOCUMENTS. 61. THE CONTRACTOR SHALL SUBMIT SAMPLES OF FINISH MATERIALS TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE WHOLLY LIABLE IF HE FAILS TO DO SO, WHETHER FINISHES ARE SPECIFIED CORRECTLY OR INCORRECTLY IN THE CONTRACT DOCUMENTS. 62. DAMAGE TO WORK SHALL BE REPAIRED BY THE TRADE WHOSE WORK 15 DAMAGED AND CHARGED TO THE PARTY RESPONSIBLE FOR THE DAMAGE. 63. THESE DOCUMENTS INCORPORATE THE 414 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION AND SUPPLEMENTAL CONDITIONS PREPARED BY OWNER IF ANY, BY REFERENCE. BIDDERS ARE REQUIRED TO BECOME FAMILIAR WITH THESE DOCUMENTS, WHICH CAN BE OBTAINED FROM OWNER 64. TAPE, BED, AND SAND SMOOTH ALL CORNERS AND JOINTS TO RECEIVE WALL FINISHES. 65. PROVIDE WATER RESISTANT GYPSUM BOARD IN ALL TOILETS AND SI -SOWER ROOMS. 66. CONTRACTOR TO INFORM OWNER/ ARCHITECT WI4EN CHALKLINE LAYOUT OF PARTITIONS IS COMPLETED SO THAT IT CAN BE VERIFIED AND ANY REQUIRED CHANGES MADE PRIOR TO CONSTRUCTION. 61. ALL PLUMBING FIXTURES SI4ALL BE SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. PLUMBING CONTRACTOR SHALL SUPPLY ALL NECESSARY INFORMATION ON REQUIRED CUTOUTS TO MILLWORK CONTRACTOR 68. CONTRACTOR SHALL OBTAIN SEPARATE PERMITS FOR MECHANICAL, ELECTRICAL, AND PLUMBING WORK Building Department Notes ALL WORK SHALL CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE, 2005 INTERNATIONAL PLUMBING CODE, 2009 INTERNATIONAL MECHANICAL CODE, AND THE 2009 INTERNATIONAL ELECTRICAL CODE, INCLUDING ALL CODES AND REQUIREMENTS FOR LOCAL JURISDICTIONS. 2. THE FACILITIES INCLUDING, BUT NOT LIMITED TO, SANITARY FACILITIES, DRINKING FOUNTAINS, AND ELEVATORS ON ALL FLOORS, MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS. 3. TOILET FACILITIES SHALL BE IDENTIFIED BY SIGNAGE IN COMPLIANCE WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (IBC CHAPTER 11). SUCH SIGNAGE 514ALL BE SATIN ALUMINUM WITH BLACK LETTERING AND SYMBOLS. 4. THE PATH OF TRAVEL FROM THE DESIGNATED HANDICAP PARKING SPACES AND THE PUBLIC SIDEWALK PROVIDES A FREE AND UNOBSTRUCTED PASSAGE FOR ACCESS TO AND EGRESS FROM THE AREA OF WORK 5. 6. 1. 8. LIGHT AND CONTROL SWITCHES SHALL BE MOUNTED NOT MORE THAN 4'-0" ABOVE THE FLOOR OR WORKING PLATFOIRI'1. DOORS SHALL BE NOT LESS THAN 3'-O" IN WIDTH AND NOT LESS TI4AN T-0" IN I4E IGHT. FLOORS OR LANDINGS LOCATED AT A DOORWAY SHALL BE NOT MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD, WHICH SHALL HAVE A 1/4" MAXIMUM VERTICAL EDGE AND A CHANGE IN LEVEL NOT GREATER THAN 1:2. A CLEAR AND LEVEL AREA SHALL BE PROVIDED ON EACH SIDE OF EXIT DOORS WITH A LENGTH OF AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" IN TI4E OPPOSITE DIRECTION, MEASURED AT RIGHT ANGLES THE DOOR IN ITS CLOSED POSITION. 5. ALL HARDWARE SHALL BE OF LEVER TYPE TO COMPLY WITH ACCESSIBILITY REQUIREMENTS. THE BOTTOM 10" OF DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. EXIT DOORS SHALL SWING IN 114! DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 45 (IBC CHAPTER 10) EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OF ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. EXIT DOORS SHALL BE SELF-CLOSING WITH A DOOR CLOSER SET SO TI4AT THE DOOR TAKES AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 10 DEGREES TO WITHIN 3" OF THE LATCH. Fire Department Notes 15. SUBMIT THREE COMPLETE SETS OF FLANS TO ELECTRICAL DIVISION DEPARTMENT. 16. PROVIDE AUTOMATIC FIRE EXTINGUISHING SYSTEM THROUGHOUT THE FLOOR ALTERATIONS TO THE AUTOMATIC FIRE EXTINGUISHING SYSTEM SHALL BE UNDER SEPARATE PERMIT FROM THE FIRE PREVENTION SECTION PLANS. PERMIT APPLICATIONS AND FEES SHALL BE SUBMITTED AND PERMIT APPROVAL SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON TI4E FIRE PROTECTION SYSTEM. 11. SPRINKLER SYSTEM 51-1ALL BE APPROVED BY PLUMBING DIVISION OF LOCAL BUILDING DEPARTMENT PRIOR TO INSTALLATION (IBC CHAPTER 5). 18. ELEVATOR DOORS SHALL NOT OPEN DIRECTLY INTO ONE-HOUR CORRIDORS (IBC CHAPTER 30). 19. KEY -LOCKING HARDWARE MAY BE USED ON NE MAIN EXIT WI4EN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR A PAIR OF DOORS IF TI -ERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "NIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS". 20. EXIT DOORS SHALL BE OPENABLE FROM TIME INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE AN APPROVED TYPE (IBC CHAPTER 10). 21. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE, AND ANY HAZARDOUS AREA OR GROUP "E" OCCUPANCY (IBC CHAPTER 10). 22. EXIT CORRIDORS, EXTERIOR EXIT BALCONIES, AND AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF 44" (IBC CHAPTER 10). 23. AN EXIT WALKWAY WITH A MINIMUM WIDTH OF 44" SHALL BE MAINTAINED CONTINUOUSLY TO A PUBLIC WAY (IBC CHAPTER 10). EXIT PA1145 OR WALKWAYS TO A PUBLIC WAY SHALL BE CLEARLY DELINEATED BY PAINTED LINES, RAILINGS, BARRIER POSTS, WALKS, OR OTHER APPROVED MEANS. 24. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE HvAC DUCTS PENETRATE FIRE-RATERD WALLS OR CEILINGS. Partition Notes I. THE CONTRACTOR SHALL SUPPLY AND INSTALL A PORTABLE FIRE EXTINGUISHER WIN A RATING OF NOT LESS TI4AN 2-A OR 2-A10BC WITHIN 15'-0" TRAVEL DISTANCE TO ALL PORTIONS OF NE FLOOR, AND ANY ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTOR FIRE EXTINGUISHERS SHALL ALSO BE PROVIDED DURING CONSTRUCTION. 2. ALL INTERIOR FINISHES 514ALL COW -ORM WIN IBC CHAPTER 8. 3. DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT. CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXIT LIGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL BE CONCEALED BY DECORATIVE MATERIAL (IBC CHAPTER 8) 4. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED AN END POINT FLAME SPREAD OF 200 FOR ALL OFFICES. 5. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS AND STAIRWELLS SHALL NOT EXCEED A FLAME SPREAD CLASSIFICATION OF 15 (CLASS II). 6. 1. ANY DECORATIONS USED 514ALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT TREATED IN AN APPROVED MANNER (CURTAIN, DRAPES, SHADES, ETC.). EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND TI4E TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEMS. IN THE EVENT OF 11H15 SYSTEM'S FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF ONE FOOTCANDLE AT FLOOR LEVEL (15C CHAPTER 10). 8. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THAT THEY ARE CLEARLY VISIBLE. 5. PROVIDE EXIT SIGNS WITH MINIMUM 6" HIGH BLOCK LETTERS WITH 3/4" STROKE ON A CONTRASTING BACKGROUND. INDICATE THE LOCATION OF EXIT SIGNS ON PLANS (15C CHAPTER 10). 10. EXIT PATH LIGHTING SHALL BE PROVIDED AT STAIRWAY, HALLWAY, EXIT PASSAGEWAY, AND EGRESS TO A PUBLIC WAY WHENEVER THE BUILDING 15 OCCUPIED (15C CHAPTER 10). 11. EMERGENCY LIGHTING SYSTEM IS REQUIRED AND MUST COMPLY WITH IBC. 12. ALL FIRE ALARM DEVICES SHALL BE LOCATED 48" ABOVE THE FLOOR. 13. PROVIDE SMOKE DETECTION IN ALL CORRIDORS AND COMMON AREAS, INCLUDING STAIRWELLS SERVING TWO OR MORE TENANTS (HEALTH AND SAFETY CODE 13113.1). ALTERATIONS TO THE FIRE AND LIFE SAFETY SYSTEM SHALL BE UNDER SEPARATE PER1IT FROM TI4E FIRE PREVENTION SECTION PLANS. PERMIT APPLICATIONS AND FEES SHALL BE SUBMITTED AND PERMIT APPROVAL SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE FIRE AND LIFE SAFETY SYSTEM. 14. PROVIDE AN APPROVED FIRE ALARM SYSTEM WITH A DESCRIPTION OF SEQUENCE OF OPERATION AND LISTED STATE FIRE MARSI4ALL APPROVED EQUIPMENT. 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PARTITIONS INDICATED ON THE DRAWINGS. 2. PARTITION DIMENSIONS ARE STUD FACE TO STUD FACE UN.O. CENTER LINE OF PARTITION SHALL ALIGN WITH CENTER LINE OF MULLION WHERE OCCURS, UN.O. 3. PARTITIONS SHOWN ALIGNED WITH EXISTING BASE BUILDING ELEMENTS 51-1ALL BE INSTALLED FLUSH AND SMOOTH WITH BASE BUILDING ELEMENTS. 4. THE CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED CORNERS AND EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS. 5. ALL PARTITIONS SHALL BE ANCHORED PER MANUFACTURER'S SPECIFICATIONS AND AS REQUIRED BY APPLICABLE BUILDING CODES. 6. 1. 8. THE CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN PARTITIONS ABOVE CEILINGS AS REQUIRED BY ENGINEERING DRAWINGS. ALL OPENINGS IN DEMISING AND SOUND -ATTENUATED PARTITIONS SHALL HAVE SOUND BOOTS AND ALL OPENINGS IN FIRE -RATED PARTITIONS SHALL HAVE FIRE DAMPERS AS REQUIRED BY LOCAL BUILDING CODES. CONTRACTOR SHALL COORDINATE WITH ENGINEERING DRAWINGS AND INFORM LANDLORD OF DISCREPANCIES PRIOR TO BIDDING. THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING IN PARTITIONS FOR ALL DUCT WORK RETURN AIR OPENINGS AND GRILLS ABOVE AND BELOW CEILINGS SHALL BE COORDINATED WITH MECHANICAL ENGINEERING DRAWINGS AND MECHANICAL CONTRACTOR'S SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND AGAINST VIBRATION. THE CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATIONS PER APPLICABLE BUILDING CODES. CONTRACTOR SHALL COORDINATE TYPE AND LOCATION OF ACCESS PANELS WITH OMER PRIOR TO INSTALLATION. 9. OWNER SHALL HAVE THE RIGHT TO REVIEW AND APPROVE CHALK LINES PRIOR TO INSTALLATION OF TRACKS. OWNER SI4ALL BE NOTIFIED OF ANY DEVIATION FROM DIMENSIONS OR CLEARANCES ON PLANS REQUIRED DUE TO FIELD CONDITIONS. 10. THE PLUMBING CONTRACTOR SHALL FURNISH AND WALL ALL PLUMBING ROUGH -NS, FIXTURES, AND ACCESSORIES INDICATED IN THE DRAWINGS. 11. THE PLUMBING CONTRACTOR SHALL SUBMIT CUTS OF ALL NEW FIXTURES, FITTINGS, AND ACCESSORIES TO OWNER FOR REVIEW. 12. THE PLUMBING CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 13. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL VALVES AS INDICATED IN THE DRAWINGS AND/OR AS REQUIRED FOR THE PROPER CONTROL OF THE PIPING AND APPARATUS INSTALLED AS PART OF 11HI5 PROJECT 50 THAT ANY FIXTURE, LINE, OR APPARATUS MAY BE CUT OFF AND REPAIRED WITHOUT INTERFERENCE OR INTERRUPTION OF SERVICE TO THE REMAINDER OF THE BUILDING. 14. BEFORE COVERED UP OR BUILT-IN, ALL PIPING SHALL BE TESTED AND INSPECTED AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 15. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, LEASE LINES, DIMENSIONS ARE TO BE TO FACE OF STUD OR GRID LINES UNLESS NOTED OTHERUUISE. DIMENSIONS INDICATED TO BE 'CLEAR' SHALL BE FROM FACE OF FINAL FINISH. 16. ALL MATERIALS AND CONDITIONS SHALL BE CONSIDERED NEW UNLESS INDICATED OTI4ERWISE. 11. ALL ITEMS INDICATED, REFERENCED, AND/OR DETAILED WITHIN THE CONSTRUCTION DOCUMENTS SHALL BE FIJRNISHED AND INSTALLED BY THE CONTRACTOR AND ASSOCIATED SUBCONTRACTORS, UNLESS NOTED OTHERWISE. 18. ALL WORK INDICATED WITHIN TI4E CONSTRUCTION DOCUMENTS SHALL BE CONSIDERED AS ONE PROJECT. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INDICATED WITHIN 114E DOCUMENTS, WHETHER OR NOT IT IS INDICATED AS SUBCONTRACTORS SCOPE OF WORK OR NOT. 19. THE ARCHITECT MAY HAVE A REPRESENTATIVE ON SITE, AT SCHEDULED MEETINGS AND SITE VISITS To OBSERVE THE CONSTRUCTION FOR COMPLIANCE WITH THE DESIGN INTENT AND TO ASSIST THE CONTRACTOR IN RESOLVING VARIATIONS IN THE EXISTING CONSTRUCTION. THESE DOCUMENTS ADDRESS ALL KNOWN CONDITIONS, BUT IT IS ANTICIPATED THAT HIDDEN CONDITIONS WILL BE ENCOUNTERED DURING CONSTRUCTION. THE ARCHITECT WILL OBSERVE ALL SUCH HIDDEN CONDITIONS AND ISSUE CLARIFICATIONS OR MODIFICATIONS OF THE DESIGN TO ADDRESS SUCH CONDITIONS AND WILL DOCUMENT ALL CHANGES. 20. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. POSTED DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 51-1ALL NOT SCALE DRAWINGS FOR DIMENSIONS. 21 UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES W141C4 APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB AND SQUARE. 22. ALL ATTACHMENTS, CONNECTIONS AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE WIN THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL. 23. DETAILS SHOUN IN THESE DRAWINGS ARE TYPICAL AND WILL APPLY UNLESS OTHERWISE NOTED OR 514OWN. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ARE TO BE OF THE SAME NATURE AS THOSE DRAWN FOR SIMILAR CONDITIONS. 24. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY 51.10H ITEMS DAMAGED, IN ITS ENTIRETY TO LEVEL OF SATISFACTION OF ARCHITECT. 25. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER AND LANDLORD, INCLUDING: SITE ACCESS, MATERIALS STORAGE AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY OR DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER 26. ALL INTERIOR GWB IS g" TYPE XON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE +11 FOR WATER RESISTANT GWB. 21. PROVIDE WATER RESISTANT (PAPERLESS) TYPE X GLIB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 28. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK 25. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 30. PROVIDE ONE TYPE 5E-2A-10BC FIRE EXTINGUISHER PER 3000 SF AND NOT MORE THAN 15 FT OF TRAVEL DISTANCE, 31. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT AT NONRATED PARTITIONS. SEPARATE OUTLETS BY 24" MN. AT FIRE RATES PARTITIONS. 32. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE, AND/OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL AND IN ACCORDANCE TO APPROVED UL LISTING FOR TYPE OF PENETRATION 33. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 34. FURNISH AND INSTALL THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTORS SHALL OBTAIN ALL NECESSARY PERMITS. 35. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 36. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. X13-08 ( REVIEWED FOR CODE COMPLIANCE APPROVEb APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA Mt;' 1 1 73 EARTIIBOUND TRADING COMPANY I- W Z Z co co MF- W Z o0 >HW� 0 D 0< ,oZJ co Q W oo W cj tv �W REGISTERED ARCH T //3 206-714-3465 ISSUE PERMIT SET DATE 03-08-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEET TITLE: GENERAL NOTES SHEET NO.: TO -1 PROJECT NUMBER: 2013-110 0 \--(E) ADJACENT TENANT SPACE NO WORK THIS AREA LEASE LINE LEASE LINE LEASE —N., LINE EXISTING 103 (E) GLAZING AND FRAMING TO REMAIN (E) MALL CONCOURSE NO WORK 11415 AREA — EXISTING STOCK ROOM EXISTING CHANGING ROOM (E) STAINED CONCRETE PREP TO RECEIVE NEW STAN (E) STAINED CONCRETE PREP TO RECEIVE NEW STAIN \--(E) SOFFIT ABOVE \--(E) SOFFIT ABOVE EXISTING CHANGING ROOM \--(E) BACK OF HOUSE CORRIDOR - NO WORK 11415 AREA NORTH EXISTING CHANGING ROOM 10IC (E)=T ABOVE TO IN —� i o p ii II II II � LEASE LINE LEASE LINE (E) BACK OF HOUSE CORRIDOR - NO WORK THIS AREA LEASE LINE \--(E) ADJACENT TENANT SPACE NO WORK 11415 AREA DEMOLITION PLAN 1/4" = DEMOLITION GENERAL NOTES: (3EMO FLOOR PLAN KED' NOTES: I. ALL REASONABLE EFFORT HAS BEEN MADE BY THE DESIGN TEAM TO (E) FLOOR FINISH TO BE DEMOLISHED IN THEIR ENTIRETY, INCLUDING BUT NOT 0 1 (E) ENTRY DOORS TO BE REMAIN IN ITS ENTIRETY, INCLUDING BUT NOT 0i REPRESENT EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE LIMITED TO, TILE, WOOD FLOOR, VCT, CARPET, ADHESIVES, GROUT, ETC. LIMITED TO FRAME, HARDWARE ETC. FOR DEMOLITION OF EXISTING ITEMS, INCLUDING BUT NOT LIMITED TO, FLOORING, CEILING, WALL ASSEMBLY, WALL FINISHES, ETC. IN EFFORT TO 02 (E) WALL ASSEMBLY TO BE DEMOLISHED IN ITS ENTIRETY BACK TO ALLOW 0 (E) ELECTRICAL RECEPTACLES TO TO BE REUSED/ RELOCATED PER PREPARE SPACE FOR NEW CONSTRUCTION. FOR NEW OPENNG CONSTRUCTION, NCLUDING BUT NOT LIMITED TO FRAMING, GWB, BASE, FINISHES AND FIXTURES REROUTE EXISTING INFRASTRUCTURE LAYOUT OF TENANT WALL PANELS ETC. 2. ALL ELECTRICAL, PLUMBING, FIXTURES, AND MECHANICAL SYSTEMS WITHIN WITHIN WALL ASSEMBLY AS REQUIRED TO AVOID NEW DOOR OPENING THE AREAS AND ASSEMBLIES IDENTIFIED TO BE DEMOLISHED SHALL BE O(E) GWS, METAL STUD FRAMING AND WOODTRIM SOFFIT TO BE DEMOLISHED 03 (E) TILE VENEER TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT NOT IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO FRAMING, GWB, WOOD TRIM, DEMOLISHED N THEIR ENTIRETY AND CAPD AT THEIR RESPECTIVE POINT PE OF ORIGIN. LIMITED TO GROUT, TRIM IN PREPARATION FOR NEW WOOD VENEER FINISH SHELVING, LIGHTING, MECHANICAL ETC. 3. ITEMS INDICATED TO BE DEMOLISHED PER DEMOLITION FLOOR PLAN KEY 04 (E) THERMOSTAT AND ELECTRICAL RECEPTACLES/ SWITCHES TO RE NOTES AND REFLECTED CEILING PLAN KEY NOTES SHALL APPLY ONLY TO REMOVED IN SALVAGEABLE MANNER AND REINSTALLED AT NEW LOCATION. THOSE ITEMS WITHIN THE DEFINED SCOPE OF WORK 0 (E) CASEWORK TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT NOT 4. CONTRACTOR 51-1ALL BRACE AND SUPPORT ALL ITEMS THAT ARE INDICATED TO REMAIN THROUGHOUT ENTIRE DEMOLITION AND CONSTRUCTION LIMITED TO BASE CABINET, POWER DATA, ANCHORS, BASE ETC, CONTRACTOR SHALL PATCH ASSOCIATED WALLS, AND FLOORS THAT ARE ACTIVITY UNTIL FINAL SUPPORT AND BRACING 15 INSTALLED. SCHEDULED RECEIVE NEW FINISH. 5. DIMENSIONS PROVIDED ON DEMOLITION PLANS ARE TO BE PLUS/MINUS O (E) POOR AND FRAME TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT AND FIELD VERIFIED BY THE CONTRACTOR. THE DIMENSIONS ARE INTENDED NOT LIMITED TO DOOR HARDWARE, FRAMING ETC. TO HELP PROVIDE CONTRACTOR GENERAL UNDERSTANDING DEMOLITION REQUIREMENTS. (E) SS METAL TRIM TO BE DEMOLISHED N ITS ENTIRETY IN PREPARATION FOR NEW FINISHES (E) MALL CONCOURSE BULKHEAD TO REMAIN (E) GLAZING AND FRAMING TO REMAIN (E) GLAZING AND FRAMING TO REMAN 1 REVIEWED FOR CODE COMPLINCE APPROVE APR 0 3 2013 City of Tukwila BUILDING DIVISION (E) SIGN TO BE DEMOLISHED IN ITS ENTIRETY. (E) J -BOX / POWER SHALL BE ROUTED TO NEW SIGN (E) WOOD VENEER TO SE DEMOLISHED IN ITS ENTIRETY N PREPARATION FOR NEW TILE VENEER (E) GLAZING STOREFRONT GLAZING AND FRAMING TO REMAIN (E) SS CLADDING AND TILE VENEER TO BE DEMOLISHED IN PREPARATION FOR NEW FINISHES (E) NEUTRAL PIER TO REMAIN TYPICAL - PATCH, REPAIR AND PAINT PER LANDLORD ANY DAMAGED AREAS ASA RESULT OF CONST. (E) GLASS ENTRY DOORS TO REMAN DEMOLITION ELEVATION 1/4" = 1'-0" (E) SS JAMB AT GLAZING TO REMAN - TYPICAL E) GLAZING STOREFRONT GLAZING AND FRAMING TO REMAIN (E) SS CLADDING AND TILE VENEER TO BE DEMOLISHED N PREPARATION FOR NEW FINISHES RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER EARTIIBOUND TRADING COMPANY w co W co Co Z 0, W 0 < <- 0 CD COQ N 10169 REGISTERED ARCHfEC E EDWARD JOHNSON STATE OF WASHINGTON 206 - 714 -3485 ISSUE PERMIT SET DATE 03-08-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEET TITLE: DEMO FLOOR PLAN SHEET NO.: A0.0 PROJECT NUMBER: 2013-110 LEASE LINE (E) ADJACENT TENANT SPACE NO WORK THIS AREA 0 (E) CEILING TO REMAIN LEASE LINE 0 (E) GM SOFFIT TO REMAIN (E) GWB SOFFIT TO REMAIN (E) MALL CONCOURSE NO WORK THIS AREA -� (E) GM SOFFIT TO REMAIN \-(E) BACK OF HOUSE CORRIDOR - NO WORK THIS AREA LEASE LINE NORTH DEMOLITION PLAN 1/4" = 1'-0" DEMOLITION GENERAL NOTES: I> DEMO RCP KEY NOTES: 1. ALL REASONABLE EFFORT HAS BEEN MADE BY THE DESIGN TEAM TO REPRESENT EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF EXISTING ITEMS, INCLUDING BUT NOT LIMITED TO, FLOORING, CEILING, WALL ASSEMBLY, WALL FINISHES, ETC. N EFFORT TO PREPARE SPACE FOR NEW CONSTRUCTION. 2. ALL ELECTRICAL, PLUMBING, FIXTURES, AND MECHANICAL SYSTEMS WITHIN NE AREAS AND ASSEMBLIES IDENTIFIED TO BE DEMOLISHED SHALL BE DEMOLISHED IN THEIR ENTIRETY AND CAPPED AT THEIR RESPECTIVE POINT OF ORIGIN. 3. ITEMS INDICATED TO BE DEMOLISHED PER DEMOLITION FLOOR PLAN KEY NOTES AND REFLECTED CEILING PLAN KEY NOTES SHALL APPLY ONLY TO THOSE ITEMS WITHIN THE DEFINED SCOPE OF WORK 4. CONTRACTOR SHALL BRACE AND SUPPORT ALL ITEMS TWAT ARE INDICATED TO REMAIN tFIROUGNOUT ENTIRE DEMOLITION AND CONSTRUCTION- ACTIVITY UNTIL FINAL SUPPORT AND BRACING IS INSTALLED. 5. DIMENSIONS PROVIDED ON DEMOLITION PLANS ARE TO BE PLUS/MINUS AND FIELD VERIFIED BY THE CONTRACTOR THE DIMENSIONS ARE INTENDED TO HELP PROVIDE CONTRACTOR GENERAL UNDERSTANDING DEMOLITION REQUIREMENTS. 01 (E) GWB SOFFIT AND FRAMING TO BE REMAIN 02 (E) LIGHT FIXTURES TO BE DEMOLISHED IN ITS ENTIRETY, MAINTAIN CONDUIT, J -BOX ETC. FOR FUTURE PENDANT LIGHTING CONTRACTOR SHALL EXTEND POWER/CONDUIT FOR NEW LIGHT FIXTURES SHOIIN ON REFLECTED CEILING PLAN. 03 (E) TRACK LIGHT FIXTURE TO BE DEMOLISHED IN ITS ENTIRETY INCLUDING SUPPORT, CONDUIT, AND JBOX, TRACK, AND FIXTURES 0(E) EGRESS WALL PACK TO BE REMOVED AND RELOCATED TO NEW LOCATION PER REFLECTED CEILING PLAN. > (E) RECESSED SPEAKERS TO REMAIN MECHANICAL DUCTWORK AND DIFFUSERS TO REMAIN -PREP AND PAINT ALL EXPOSED DUCTWORK AND DIFFUSERS TO MATCH CEILING. (E) LIGHT FIXTURES LAY -IN AND DOWLIGHtS FIXTURES TO REMAIN TYPICAL 08 (E) ACCESS PANEL TO REMAIN (E) GWB BULKHEAD AND SOFFIT TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO SURFACE MOUNTED FIXTURES, DISPLAYS, AND FRAMING. CONTRACTOR SHALL DEMOLISH IN EFFORT TO INSTALL NEW GWB TO MATCH EXISTING (E) ADJACENT TENANT SPACE NO WORK THIS AREA 10 1308 1 REVIEWED FOR CODE COMPLI NCE APPROVE APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER EARTIIBOUND TRADING COMPANY W Z ~ W Z > 00 o_C/) 2 Z J Q W Z W ~ W ce co W co I-473 0) W U < 1- Q O --I CO c0 N I-- 10169 REGISTERED ARCH E EDWARD JOHNSON STATE OF WASHINGTON Ws 206-714-3485 ISSUE DATE PERMIT SET 03-08-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEET TITLE: DEMO REF. CLNG. PLAN SHEET NO.: A0.1 PROJECT NUMBER: 2013-110 (E) ADJACENT TENANT SPACE NO WORK THIS AREA 99'-1" 10'-4 3/4" L44" WIDE EGRESS PATH OWNER FURNISHED - OWNER INSTALLED CASH WRAP LEASE LINE LE LINE (E) BACK OF HOUSE RESTROOM, - NO WORK THIS AREA E) MALL CONCOURSE NO WORK THIS AREA— LEAS REA— RETAIL EXISTING SOFFIT ABOVE EXISTING SOFFIT ABOVE LEAS LINE LEASE LME LEASE LME \--(E) BACK OF HOUSE CORRIDOR - NO WORK THIS AREA fr\la* 9T-3" PAINTED POPLAR WOOD CAP (E) ADJACENT TENANT SPACE NO WORK T1415 AREA 20 GA. TOP TRACK RUBBER COVE BASE TYPICAL BOTH SIDES GHT PARTITION FLOOR PLAN GENERAL NOTES: 1 DIMENSIONS PROVIDED ARE PLUS/MINUS DIMENSIONS TO BE COORDINATED WITH EXISTING PARAMETERS. CONTRACTOR SHALL VERIFY EXISTING AND NEW DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL COORDINATE WITH LANDLORD REGARDING EXISTING CONDITIONS. 3. DATA/ELECTRICAL/MECHANICAL ARE SHOUN FOR REFERENCE ONLY. DATA, ELECTRICAL, AND MECHANICAL DESIGN SHALL BE SUBMITTED BY CONTRACTOR AND PERMITTED UNDER SEPARATE PERMIT. 4. ALL MATERIALS SHALL EE NON-COMBUSTIBLE AND/OR SHALL COMPLY WITH THE REQUIRED FLAME SPREAD OR SMOKE DEVELOPED NDEX FOR TYPE II CONSTRUCTION. ANY WOOD COMPONENTS USED SHALL BE FIRE -RETARDANT TREATED WOOD. (IBC 402.15.4, 602, 603 4 2604) 5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS A5 WELL A5 LEASE LINES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF WESTFIELD AND ARCHITECT FOR CLARIFICATION. 6. CONTRACTOR SHALL PROTECT MALL COMMON AREA AT ALL TIMES AND NO CONSTRUCTION MATERIAL, DEBRIS, WORK, OR DUST SHALL ENTER OR BE WITHIN MALL COMMON AREA. 1. CONTRACTOR SHALL PAINT ALL NEWLY CONSTRUCTED WALLS, PARTITION, NEUTRAL PIERS, SOFFITS, AND BULKHEADS TO LEVEL 4 FINISH PER FINISH SCHEDULE. NEUTRAL PIER AND MALL CONCOURSE AREAS DAMAGED AS A RESULT OF TENANT CONSTRUCTION SHALL BE PATCHED AND BE PAINTED TO LEVEL 4 FINISH (MATCHING EXISTING COLOR, TEXTURE AND FINISH). 8. AREAS DESIGNATED A5 "EXISTNG - NO WORK" SHALL REMAIN AS CURRENT CONDITION. 9. CONTRACTOR SHALL CAP AND TERMINATE ALL EXISTING UTILITIES AND SERVICES DESIGNATED TO BE DEMOLISHED AT FINISH FLOOR LEVEL FOR ALL SERVICES AND UTILITIES WITHIN THE FLOOR SLAB. CONTRACTOR SHALL PATCH CONCRETE SLAB AND PROVIDE SMOOTH AND LEVEL FLOOR SLAB READY TO RECEIVE FLOOR FINISH. 10. CONTRACTOR SHALL CAP AND TERMINATE ALL EXISTING UTILITIES AND SERVICES DESIGNATED TO BE DEMOLISHED ABOVE FINISH FLOOR LEVEL AT ITS PONT OF ORIGIN. 11. CONTRACTOR SHALL COORDINATE AND CONFIRM DOOR CLEARANCES AT EACH DOOR AND THRESHOLD, INCLUDING COORDINATION OF LANDLORD WORK AND TENANT FINISHES. 12. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL DUCT -MOUNTED SMOKE DETECTORS. THE DETECTOR SHALL BE INSTALLED IN THE DUCTWORK BY MECI4ANICAL CONTRACTOR ELECTRICAL CONTRACTOR SHALL INTERLOCK SMOKE DETECTOR WITH HVAC UNIT AND MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A COMPLETE SYSTEM. HVAC UNIT SHALL SHUT DOWN UPON ACTIVATION OF SMOKE DETECTOR COORDINATE WITH MECHANICAL CONTRACTOR AND LANDLORD TO PREVENT ANY CONFLICTS IN FIELD. RE: MECHANICAL AND ELECTRICAL 13. CONTRACTOR SHALL REFER TO DESIGN -BUILD MECI4ANICAL DRAWINGS FOR HVAC CONNECTION SCHEDULE AND WIRING REQUIREMENTS. 14. ALL WOOD BLOCKING, DECKING FRAMING MUST BE MILL STAMPED 'FIRE RETARDANT'. O FLOOR PLAN KEY NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION CORRECTION lb 113,,0 LTR# UJ4LL TYPES STAINED CONCRETE FLOORNG - RE: FINISH SCHEDULE. PATCH, PREP, AND CLEAN EXISTING CONCRETE SLAB TO BE FREE FROM DEFECTS/ RESIDUE AS REQUIRED FOR FLOOR FINISH. ROUTE POWER / DATA BENEATH SLAB TO CASH WRAP COUNTER USING (E) CONDUIT LOCATIONS. COORDINATE FINAL LOCATION OF RECEPTACLES RECEPTACLES WITH OWNER/ARCHITECT PRIOR TO CORES AND INSTALLATION. CORE CONCRETE SLAB AS REQUIRED TO ROUTE CONDUIT BENEATH SLAB. 1" CONDUITS (TYPICAL 2) RUN IN SLAB. PROVIDE ISOLATED GROUND AND DEDICATED CIRCUIT RECEPTACLE FOR CASH REGISTERS. RE: ELECTRICAL - DESIGN BUILD CONTRACTOR CONTRACTOR SHALL PREP, PRIME AND PAINT WALL ASSEMBLY TO MINIMUM LEVEL 4 FINISH. SEE FINISH SCHEDULE FOR FURTHER CLARIFICATION. ELECTRICAL RECEPTACLES SHOUN FOR REFERENCE ONLY. DESIGN -BUILD CONTRACTOR SHALL FURNISH AND INSTALL MINIMUM RECEPTACLES 514011k1 HEREIN. CONTRACTOR SHALL COORDINATE LOCATION OF ALL RECEPTACLES WITH SLAT WALL, WOOD VENEER, AND OWNER PRIOR TO INSTALLATION RE: ELECTRICAL - DESIGN BUILD CONTRACTOR (E) ELECTRICAL FLOOR RECEPTACLES - FIELD VERIFY LOCATION AND COORDINATE WITH ELECTRICAL DESIGN BUILD CONTRACTOR AND TENANT FOR FINAL LOCATION OWNER FURNISHED/OWNER INSTALLED FURNITURE SHOWN FOR REFERENCE ONLY AND TO CLARIFY REQUIRED EGRESS WIDTH. PROVIDE J -80X, TOGGLE DISCONNECT SWITCH IN CONCEALED LOCATION FOR CONNECTION OF TENANT SIGN SIGN FURNISHED BY OWNER COORDINATE EXACT LOCATION WITH OWNER WIRE THROUGH CONTRACTOR AND TIME CLOCK RE: ELECTRICAL - DESIGN BUILD CONTRACTOR MOUNT DUPLEX RECEPTACLE VERTICALLY BELOW COUNTER AT 18" AFF TO CENTER OF RECEPTACLE AND 3815" AFF RIGHT OF BACK WRAP CENTERLINE. CORE DRILL FLOOR FOR ACCESS RE: ELECTRICAL - DESIGN BUILD CONTRACTOR. 3/4" POPLAR STAINED WOOD TRIM. COLOR TO BE DETERMINED - COORDINATE WITH OWNER POPLAR SHALL BE OFOI. %"" THICK WOOD VENEER OVER GLUE. / METAL STUD WALL ASSEMBLY PER WALL TYPE. WOOD VENEER SHALL BE OFOI CONTRACTOR SHALL PATCH GWS AT EXISTING WALL LOCATIONS AT DEMOLISHED INTERIOR PARTITIONS. 11 4'-0" METAL STUD AND DRYWALL PARTITION TO SEPARATE MEANS OF EGRESS FROM STOCK ROOM/AREA. SEE DETAIL 2/A10 FOR CLARIFCIATON. EXISTING WALL TYPE (I -HR RATED) UL DESIGN • U-465 - (E) 5/8" TYPE X GWB - (E) METAL STUD FRAMING -(1) (E) 5/8" TYPE X GWB TO REMAIN - (A) 5/8" TYPE X GIB TO BE REPLACED DUE TO DEMOLITION OF EXISTING PARTITIONS. CONTRACTOR SHALL VERIFY THE STATUS OF EXISTING WALL ASSEMBLY - PATCH AND REPAIR TO MEET MEET 1-14R RATED ASSEMBLY REQUIREMENT. VARIES - IHR • 5/8",1, rXISTING WALL TYPE - (E) 5/8" TYPE X GWB - (E) 6" (16 GA) METAL STUD FRAMING AT 12" O.C. - (E) 6" (16 GAL) METAL STUD FRAMING AT 12" O.C. 5/8" TYPE X GWB �Y - (2A)-%" TYPE X GWB TO BE I-3 5/8" REPLACED TO DUE DEMOLITION ,( OF EXISTING PARTITIONS WALL TYPE (NON -RATED) - 5/8" TYPE X GWB - 3 5/8" METAL STUD FRAMING AT 16" O.C. - 24 GA. MN. - 5/8" TYPE X GUJB NOTE: WALL SHALL CONTINUE UP TO 6" ABOVE THE CEILING TYP. 6' EXISTING WALL TYPE (NON RATED) - (E) 5/8" TYPE X GW13 - (E) METAL STUD FRAMING - (4) (E) 5/8" TYPE X GWB AT TENANT SPACE - (4A)-%" TYPE X GWS TO BE REPLACED TO DUE DEMOLITION OF EXISTING PARTITIONS WALL TYPE (NON -RATED) - OFOI STAINED POPLAR WOOD VENEER, ADHESIVE MOUNTED - (E) 5/8" TYPE X GUJB - (E) 6" METAL STUD FRAMING AT 16" 0.C. - 24 GA MIN. - OFOI 5/8" TYPE X GM (5) - STAINED POPLAR WOOD VENEER SEE ELEVATIONS FOR FURTHER CLARIFICATIONS ON FNISI-ES WALL TYPE (NON RATED) - (E) METAL STUD FRAMING AT 16" O.C. - 24 GA. MIN. -%"TYPEXGWB RECEIVED CITY OF TUKWILA MAR 2 Z 2013 JI-Wnn«- 1-1\CMD EARTIIBOUND TRADING COMPANY cc F- W Z Z Q OO WW W 000 W = Z 00 > I- W o < CL < W co W U) ~ W REGISTERED ARCHCT JOHNSON WASHINGTON Erma W W W V L � 0 206 - 714 -3485 ISSUE DATE PERMIT SET 03-08-2013 REVISION #1 12-09-2012 1 03-19-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEET TITLE: FLOOR PLAN SHEET NO.: A1 .0 PROJECT NUMBER: 2013-110 LEA; LINE LEASE LINE (E)ADJACENT TENANT SPACE NO WORK THIS AREA ___� EXISTING 1 iRESTR0011 \ 103 I i/ LEASE LINE (E) METAL STUD FRAMING AND GWB DEMISING WALL MAINTAIN 1 HR RATED ASSEMBLY NORTH 1- W r - r WIDE EGRESS PAT14-\I STOCK ROOM 102 (E) CONCFETE NO WORK THIS AREA 1 J TYPICAL ALL WALL I)!F C`HANG`ING /ROOM J r-----1 f ------I 1- I------1 L_ I L_ -T I --J I J TYP. -----4 r- - -I L _ J L_ CHANGING N ROOM / f LEASE LINE FIXTURE / FINISH PLAN 1/4" = 1'-0" %" GLIB ON 3%" METAL STUD FRAMING OFC( 5/5" THICK STAINED POPLAR VENEER OFCI- TILE VENEER - CT -1 TYPICAL 1.1111* • I RAISED PLATFORM TANED POPLAR NORTH NEUTRAL PIER DETAIL (E) NEUTRAL PIER TO REMAIN CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGED PORTIONS TO MATCH EXISTING (E))4" METAL REVEAL TO REMAIN E) SS CLADDING TO REMAIN (E) 55 STOREFRONT GLAZING ASSEMBLY (E))4" THICK TEMPERED SAFETY GLASS I TILE CT -1 TYPICAL 1 1/2" = 1'-0" r L_ EGRESS PATH L_ LEASE LINE OWNER FURNISHED - OWNER INSTALLED CASH WRAP WITH ADA HEIGHT WRITING SURFACE v r L-,--44! WIDE EGRESS PATH r I----1 r ms 7 I 1 11 II II II ri L 1 I r1 I RETA I I IA 1 _ -1----- 1 I I I I —I — —I —L -_A ±-11_11. -jI — -II J II _L_. L__ 11 r --- I __ JI L --� 1 L__�i r I r ---T I I L___J I L_ 1 OFCI- TILE VENEER - CT -1 TYPICAL (E) ADJACENT TENANT SPACE NO WORK THIS AREA L r I L --_J I L_ 1 1- I It, I L._ 011\ta L440 WA\let41#%7R _ emu LL „ I vA 411\ �`\ m�tlr(E) KAU_ CONCOURSE >,\</> // TMp\ (E)ENTRY TILE affNO �\5 4#- itg‘k1111) TYPICAL:>/,\</>\> \>It4 ttl\ALL SIDES (E) GLAZING TO REMAIN OFCI WOOD VENEER TYPICAL ALL SIDES PATHEGRESS PATH r - r11 1 ---J LJ �u --I —LD1 --I LEASE LINE 7-----5 TAINED POPLAR RAISED PLATFORM (E) METAL STUD FRAMING AND GUJB DEMISING UJALL MAINTAIN 1 1-1R RATED ASSEMBLY (E) MALL CONCOURSE DOOR TO REMAIN (E) FE CABINET TO REMAIN (E) SS STOREFRONT GLAZING ASSEMBLY 0)NEUTRAL PIER DETAIL NORTH — 1 1/2" = 1-0" (E))4" THICK TEMPERED SAFETY GLASS CI TILE CT -I TYPICAL (E)»' THICK TEMPERED SAFETY GLASS LEASE LINE W 11 14 wIttU (E) GLAZING TO REMAIN (E) GLAZING TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION FINISH PLAN LEGEND W FINIS1-I PLAN KEY NOTES: TILE (OFCI) 01 OWNER FURNISHED AND OUNER INSTALLED 96" WIDE SLAT WALL UNIT WITH WOOD TRIM. O OWNER FURNISED ANDD OWNER INSTALLED 60"WIDE SLAT WALL UNIT WITH WOOD TRIM. 03 OILIER FURNISHED AND OWNER INSTALLED LIGHT POPLAR WALL 'NIT EARTHBOUND TRADNG SIGN TO BE CENTERED BEHIND CASH WRAP BACK COUNTER 04 OUNER FURNISHED AND OUNER INSTALLED 36" WIDE SLAT WALL UNIT WITH WOOD TRIM. O OWNER FURNISHED AND OWNER INSTALLED FLOOR FIXTURES - TYP. O OWNER FURNISHED AND OWNER INSTALLED 2' WIDE MIRROR - SURFACE MOUNTED 01 OWNER FURNISHED AND OWNER INSTALLED 120" WIDE DARK POPLAR WALL PANEL UNIT. 08 FURNISH AND INSTALL TRANSITION STRIP AT FLOOR TRANSITION OOUNER FURNISHED AND OWNER INSTALLED DISPLAY UNIT. AskCERAMIC MANUFACTURER INTERCERAMIC WCOLOR OXIDE ARGILLA SIZE: 12 X 24 CERAMIC TILE (OFCI) ® MANUFACTURER MEDITERRANEA ©COLOR MOUNTAIN TIMBER SIZE: 6 X 24 FAINT (WALLS) alkWITH MANUFACTURER SHERWIN WILLIAMS vCOLOR TEC1-NO GRAY - SW 6110 TEXTURE: SANTE FE TEXTURE PAINT (CEILINGS) © MANUFACTURER SHERUJIN WILLIAMS ©COLOR HARDWARE - SW 6112 TEXTURE: SANTE FE TEXTURE U.S WOOD BASE %a" CHICK X 6" HIGH COLOR PT -2 © STAINED CONCRETE vMANUFACTURER IBD COLOR TBD RECEIVED CITY OF TUKWILA MAR 1 1 2C':3 PERMIT CENTER I3ARTIIBOUND TRADING COMPANY W Z ~ W Z M U LU >Ce 0 O� O C/) M I--- Z J � W Z u' W ~ w Wco co i— r Z 0, W 0 < 1- w Oco_ Cf) co N 10169 NREGISTERED ARCHITECT WAYNE EDWARD JOHNSON STATE OF WASHINGTON 7/ 206 - 714 -3485 ISSUE DATE PERMIT SET 03-08-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEET TITLE: FINISH FLOOR PLAN SHEET NO.: A2.0 PROJECT NUMBER: 2013-110 BOTTOM OF (E) MALL CEILING TOP OF STOREFRONT +/-15'-0" ALUM. SCHLUTER STRIP At EDGE OF TILE OFCI - CERAMIC TILE VENEER 3" WIDE STAINED POPLAR TRIM 3" WIDE STAINED POPLAR TRIM - OFCI (E) ADJACENT TENANT SPACE - NO WORK THIS AREA FINISH FLOOR 01-011 I I I I I I 1 I I r WEST ELEVATION 1 /4" = 1'-0" (E) %" GWS OVER EXISTING METAL STUD FRAMING PAINT PER SCHEDULE 3/4" THICK STAINED WOOD POPLAR SILL - COLOR TO BE SELECTED BY OWNER CERAMIC TILE RE: FINISH PLAN 0 3" WIDE STAINED POPLAR TRIM - OFCI FUR OUT TOP OF STOREFRONT FLUSH WITH EXISTING WALL. 3" WIDE STAINED POPLAR TRIM - CFCI (E) GLAZING TO REMAIN TYPICAL • • BOTTOM OF (E) MALL CEIL • +/- 18'-0" +OP OF STOREFRONT - 15'-0" FINISH FLOOR 01-011 3/4" X 3" STAINED POPLAR TRIM, OFCI 3/4" X 3" STAINED POPLAR TRIM, OFCI TOP CF• +1: 151:011 • OFCI - CERAMI TILE VENEER 3" WIDE STAINE POPLAR TRIM - OFCI (E) ADJACEN SPACE - NO THIS ARE (E) METAL STUD FRAMING TO REMAIN 2" METAL STUD FURRING TO FLUSH OUT NEW VENEER WITH (E) WALL OFCI CERAMIC TILE VENEER OVER GU (TILE BACKER BOARD) 3/4" X 3" STAINED POPLAR TRIM, OFCI R-1 WALL SECTION 1 /2" = 1'-0" BOTTOM CF SOFFIT ./- 10'-011 • %" THICK POPLAR TRIM AT HEAD OF GLAZING -INFILL AT FURRED OUT WALL (E))4" THICK TEMPERED SAFETY GLAZING - tYP. (E) MALL CONCOURSE NO WORK THIS AREA FINISH FLOOR . — . 01.011 • (E) GLAZING TO REMAIN TYPICAL STOREFRONT ELEVATION 1 /4" = (E) METAL STUD FRAMING TO REMAIN (E) %" GWB OVER EXISTING METAL STUD FRAMING PAINT PER SCHEDULE OWNER FURNISHED OWNER INSTALLED %" POPLAR VENEER (E) GLASS ENTRY DOORS TO REMAIN - TYPICAL TAINED POPLAR AINED POPLAR SH TO REMAIN (E) ADJACENT TENANT SPACE - NO WORK THIS AREA PIER - LEVEL 4 FINISH ILE BASE (E) STAINLESS STEEL GLAZING SILL TO REMAIN TYPICAL 6 N CERAMIC TILE RE: FINISH PLAN WALL- SECTION Y4" X 3" STAINED POPLAR TRIM, OFCI OFCI CERAMIC TILE VENEER OVER GWS (TILE BACKER BOARD) METAL STUD TOP AND BOTTOM TRACK AT SIGN OFCI 2' X 12' RECESSED SIGN OFCI 2" STAINED POPLAR WOOD TRIM AT PERIMETER 1 X 4 FIRE RATED PERIMETER BLOCKING FOR SIGN MOUNT BOTTOM OF SOFFIT _ .. +/- 10'-011 . 341 X 3" STAINED POPLAR TRIM, OFCI (E) GWS SOFFIT - PAINTED P-2 (E) MALL CONCOURSE NO WORK THIS AREA FINISH FLOOR• . 0'-011 ..r (E) 3" GWB OVER EXISTING METAL STUD FRAMING PAINT PER SCHEDULE OWNER FURNISHED OWNER INSTALLED %" POPLAR VENEER OFCI 5/S" STAINED POPLAR VENEER (E) METAL STUD FRAMING TO REMAIN OFCI- TILE RAISED SILL POPLAR PLATFORM ON METAL STUD FRAMING FLOORING- CT -1 TYPICAL LU cn EU 3/4" THICK STAINED WOOD POPLAR SILL - COLOR TO BE SELECTED BY OWNER CERAMIC TILE RE: FINISH PLAN 1 111 Z CERAMIC TILE FLOORING RE: SCHEDULE (E) TEMPERED SAFETY GLASS AND SILL TO REMAIN OFCI 5/3" STAINED POPLAR VENEER (E) GLASS ENTRY DOOR TO REMAIN OFOI- VERTICAL 5/8" THICK POPLAR UJOOD VENEER - STAIN PER OUJNERS REQUIREMENTS TRANSITION AT TILE AT THRES1-II-1OLD 3/4" X 3" STAINED POPLAR TRIM, OFCI TOP OF ST _.._.._.._.. ..-.011 WALL SECTION (E) METAL STUD FRAMING TO REMAIN OFCI CERAMIC TILE VENEER OVER GWS (TILE BACKER BOARD) 3/4" X 3" STAINED POPLAR TRIM, OFCI BOTTOM OF SOFFIT +/- 101-0 3/4" THICK STAINED POPLAR WOOD TRIM (E))9 THICK TEMPERED SAFETY GLAZING - TYP. (E) MALL CONCOURSE NO WORK THIS AREA J FINISH FLOOR 0'-0" •. ENTRY DETAIL 1 1/2" = 1-0" i REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION 1/2" = 1'-0" RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER EARTIIBOUND TRADING COMPANY H Z ~ W Z U 2 F � UJ O� Ct O G H � Z Q W Z� W F_ W Ct co Lu co Z °� W 0) 2 2� O --I co N f- 10169 REGISTERED I ARCH�T EDWARD JOHNSON STATE OF WASHINGTON U E1 W W L Q' 0 so 206 - 714 -3485 ISSUE DATE PERMIT SET 03-08-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEET TITLE: ELEVATIONS AND WALL SECTIONS SHEET NO.: A3.0 PROJECT NUMBER: 2013-110 --� _I = 1 2'-b" X 12' SIGN _..,...<.,, 3" WIDE 5 TRIM - OF I ( I I 1 �"' I I I I ""--' A5.0 H • O U N D I I' A5 .0 EARTH R T TRADING CB \ A\ ® \ 3 \\ / / / / \ \ / / / \ \ \\ \ \ \ \ � / \ 3 . 3" TRIM (E) WIDE S OF SS FINI 2 TENANT WORK // / / / 3 \ \ o \ \ \\ // i `k\ \ \ \ / / \\ / GWB PAINT NEUiRAL TO OFCI STAINED — EXISTING OFCI - STAINED t0 REMAII WWI Al? vF IFFt? - mil/ POPLAR VENEER (E) GLAZING TO REMAIN TYPICAL STOREFRONT ELEVATION 1 /4" = (E) METAL STUD FRAMING TO REMAIN (E) %" GWB OVER EXISTING METAL STUD FRAMING PAINT PER SCHEDULE OWNER FURNISHED OWNER INSTALLED %" POPLAR VENEER (E) GLASS ENTRY DOORS TO REMAIN - TYPICAL TAINED POPLAR AINED POPLAR SH TO REMAIN (E) ADJACENT TENANT SPACE - NO WORK THIS AREA PIER - LEVEL 4 FINISH ILE BASE (E) STAINLESS STEEL GLAZING SILL TO REMAIN TYPICAL 6 N CERAMIC TILE RE: FINISH PLAN WALL- SECTION Y4" X 3" STAINED POPLAR TRIM, OFCI OFCI CERAMIC TILE VENEER OVER GWS (TILE BACKER BOARD) METAL STUD TOP AND BOTTOM TRACK AT SIGN OFCI 2' X 12' RECESSED SIGN OFCI 2" STAINED POPLAR WOOD TRIM AT PERIMETER 1 X 4 FIRE RATED PERIMETER BLOCKING FOR SIGN MOUNT BOTTOM OF SOFFIT _ .. +/- 10'-011 . 341 X 3" STAINED POPLAR TRIM, OFCI (E) GWS SOFFIT - PAINTED P-2 (E) MALL CONCOURSE NO WORK THIS AREA FINISH FLOOR• . 0'-011 ..r (E) 3" GWB OVER EXISTING METAL STUD FRAMING PAINT PER SCHEDULE OWNER FURNISHED OWNER INSTALLED %" POPLAR VENEER OFCI 5/S" STAINED POPLAR VENEER (E) METAL STUD FRAMING TO REMAIN OFCI- TILE RAISED SILL POPLAR PLATFORM ON METAL STUD FRAMING FLOORING- CT -1 TYPICAL LU cn EU 3/4" THICK STAINED WOOD POPLAR SILL - COLOR TO BE SELECTED BY OWNER CERAMIC TILE RE: FINISH PLAN 1 111 Z CERAMIC TILE FLOORING RE: SCHEDULE (E) TEMPERED SAFETY GLASS AND SILL TO REMAIN OFCI 5/3" STAINED POPLAR VENEER (E) GLASS ENTRY DOOR TO REMAIN OFOI- VERTICAL 5/8" THICK POPLAR UJOOD VENEER - STAIN PER OUJNERS REQUIREMENTS TRANSITION AT TILE AT THRES1-II-1OLD 3/4" X 3" STAINED POPLAR TRIM, OFCI TOP OF ST _.._.._.._.. ..-.011 WALL SECTION (E) METAL STUD FRAMING TO REMAIN OFCI CERAMIC TILE VENEER OVER GWS (TILE BACKER BOARD) 3/4" X 3" STAINED POPLAR TRIM, OFCI BOTTOM OF SOFFIT +/- 101-0 3/4" THICK STAINED POPLAR WOOD TRIM (E))9 THICK TEMPERED SAFETY GLAZING - TYP. (E) MALL CONCOURSE NO WORK THIS AREA J FINISH FLOOR 0'-0" •. ENTRY DETAIL 1 1/2" = 1-0" i REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION 1/2" = 1'-0" RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER EARTIIBOUND TRADING COMPANY H Z ~ W Z U 2 F � UJ O� Ct O G H � Z Q W Z� W F_ W Ct co Lu co Z °� W 0) 2 2� O --I co N f- 10169 REGISTERED I ARCH�T EDWARD JOHNSON STATE OF WASHINGTON U E1 W W L Q' 0 so 206 - 714 -3485 ISSUE DATE PERMIT SET 03-08-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEET TITLE: ELEVATIONS AND WALL SECTIONS SHEET NO.: A3.0 PROJECT NUMBER: 2013-110 FINISH FLOOR . 0.-0J, J (E) ROOF MEMBRANE AND STRUCTURE TO REMAIN, TYP. (E) SOFFIT AT 10'-0" AFF PATCH AND REPAIR GILB ,4T DEMOLISHED LOCATIONS (E) DIAGONAL BRACING AND SOFFIT FRAMING TO REMAIN (E) CEILING AT 12'-0" AFF (E) CEILING AT 12'-0" AFF (E) DIAGONAL BRACING AND SOFFIT FRAMING TO REMAIN SEA 100 EARTHBOUND ADING AEA 100 (E) ROOF MEMBRANE AND STRUCTURE TO REMAIN, TYP. OWNER FURNISHED OWNER INSTALLED SLAT WALL (E) MALL CONCOURSE BULKHEAD NO WORK THIS AREA TOP OF 5TT 15'-0" I TILE VENEER, TYP. TOP OF GLAZING 10'-0" •• (E) MALL CONCOURSE NO WORK THIS AREA (E))5" THICK TEMPERED SAFETY GLASS _ - FINISH FLOOR (E) MALL CONCOURSE BULKHEAD NO WORK THIS AREA TOP OF STOREFRONT _ • • 15'-0" OFCI TILE VENEER, TYP. TOP OF GLAZING _ _ I0.-0" AE) MALL CONCOURSE NO WORK THIS AREA (E))4" THICK TEMPERED SAFETY GLASS FINISH FLOOR • 0'-0" (E) DIAGONAL BRACING AND SOFFIT FRAMING TO REMAIN (E) DIAGONAL BRACING AND SOFFIT FRAMING TO REMAIN N J (E) LIGHT FIXTURE TO REMAIN - TYP. (E) SOFFIT AT 10'-0" AFF (E) LIGHT (E) SOFFIT - FIXTURE TO AT 10'-0" AFF REMAIN - TYP. AREARETAIL AREA 100 N/S SECTION 1/4" = OWNER FURNISHED OWNER INSTALLED SLAT WALL (E) ROOF MEMBRANE AND STRUCTURE TO REMAIN, TYP. (E) DIAGONAL BRACING AND SOFFIT FRAMING TO REMAIN 3%" DIAG. BRACING AT 4'-0" TYP. BOTTOM OF CEILING • • +/- 12'-0" GWB OVER 3%" FRAMING TO MATCH EXISTING IN FINISH AND TEXTURE DEMO (E) SOFFIT INCLUD FIXTURES, GWB, FRAMING RAISE CEILING UP TO NEW CEILING HEIGHT - TYP. FINISH FLOOR (E) ADJACENT TENANT SPACE - NO WORK THIS AREA -\ OFCI - POPLAR VENEER (E) DIAGONAL BRACING AND SOFFIT FRAMING t0 REMAIN 3%" DIAG. BRACING AT 4'-0" TYP. )9 GUS OVER 3%" FRAMING TO MATCH EXISTING IN FINISH AND TEXTURE DEMO (E) SOFFIT INCLUDING FIXTURES, GWB, FRAMING RAISE CEILING UP TO NEW CEILING HEIGHT - TYP. (E) ADJACENT TENANT SPACE - NO WORK THIS AREA -\ E/W SECTION 1/4" = 1'-0" OFCI - / (E) GLASS POPLAR VENEER ' ENTRY DOORS (E))4" THICK TEMPERED SAI -ET( GLASS OFCI - POPLAR VENEER (E) SS GLAZING SHOE / SILL (E))4" THICK TEMPERED SAFETY GLASS (E) DIAGONAL EXISTING STOCK ROC 102 BRACING AND SOFFIT FRAMING t0 REMAIN FINISH FLOOR (E) DIAGONAL BRACING AND SOFFIT FRAMING TO REMAIN BOTTOM OF CEILING N- 12'-0" DEMO (E) SOFFIT INCLUD FIXTURES, GWB, FRAMING RAISE CEILING UP TO NEW CEILING HEIGHT - TYP. (E) ADJACENT TENANT SPACE - NO WORK THIS AREA FINISH FLOOR • m'-0" E/W SECTION 6 WOOD BASE - TYPICAL 1/4" = 1'-0" FEATURE WHITE WASH WALL AND GRAPHICS /SIGN BY OWNER )9 GWB OVER 3%" FRAMING TO MATCH EXISTING IN FINISH AND TEXTURE DEMO (E) SOFFIT INCLUDING FIXTURES, GWB, FRAMING RAISE CEILING UP TO NEW CEILING HEIGHT - TYP. (E) ADJACENT TENANT SPACE - NO WORK THIS AREA -\ bt3o81 REVIEWED FOR CODE COMPLIVINCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER EARTIIBOUND TRADING COMPANY Z Z Ce 00 11.1 G W W co W = ZOO >E- w OUQ I -Q `QJ Z J W co Z F_ LU w 10169 \ REGISTERED I ARCHITE YARD JOHNSON STATE OF WASHINGTON U GL 206 - 714.3485 ISSUE PERMIT SET DATE 03-08-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEET TITLE: OVERALL SECTIONS SHEET NO.: A3.1 PROJECT NUMBER: 2013-110 °E-2 (E) RESTROOM NO WORK THIS AREA OE -2 E-2 EXISTING RESTROOM 103 (E) GWS -8'-0" LEASE LME 03 (E) EMERG. LKxHTR TO REMAIN LEASE LINE 5'OCK ROOM 102 ACT 10'-0" W 1 0 °E-2 OE -2 °E-2 O E-2 0 °E-2 OE -2 E-2 (E) BACK OF HOUSE RESTROOM - NO WORK THIS AREA \—(E) BACK OF HOUSE CORRIDOR - NO WORK THIS AREA NORTH iu E-1 LEASE LINE (E) EMERG. LIGHTING TO REMAIN LEASE LINE r E-2 E-2 E-2 (E) ADJACENT TENANT SPACE NO WORK THIS AREA RETAIL OE_2E-2 0E-2 � OE 2 (E) ACT 10'40" OE -2 OE P-10 1 J P -1 P-1 0 0 OUTLINE OF 44" WIDE EGRESS PATH BELOI °E-2 LEASE LINE OE OE -2 OE -2 OE -2 ± 69'-3 9/16" °E-2 °E-2 OE -2 E2 °E2 a 0E-2 E- TYP. OE -2 (E) ACCESS PANEL TO E-2 O (E) GLASS STOREFRONT o[e> RETAIL OE AREA n-2 �E,_OE-2 (E) ACT 10'-0" °E-2 (E) BACK OF HOUSE CORRIDOR - NO WORK TH15 AREA REFLECTED CEILING PLAN 1/4" = 1'-0" (E) ADJACENT TENANT SPACE NO WORK T1415 AREA LEASE LINE EMERGENCY ILLUMINATION REQUIREMENTS: EMERGENCY ILLUMINATION SHALL BE PROVIDED ALONG THE COMMON PATH OF EGRESS AND SHALL HAVE AT LEAST AN AVERAGE OF I FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. EMERGENCY LIGHTING SHALL ALSO BE REQUIRED FOR EXIT DISCHARGE DOORWAYS AND ANY RELATED COMPONENTS THAT LEAD TO A PUBLIC WAY PER IBC 101,2,3 AND SECTION 1006. boei \--(E) MALL�/ CONCOURSE NO WORK THIS AREA--\ STAINED POPLAR VENEER CEILING OFCI (E) GLASS STOREFRONT RCP GENERAL NOTES: RCP KEY NOTES: L ALL REASONABLE EFFORT HAS BEEN MADE BY THE DESIGN TEAM TO REPRESENT EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF EXISTING ITEMS, INCLUDING BUT NOT LIMITED TO, FLOORING, CEILING, WALL ASSEMBLY, WALL FINISHES, ETC. IN EFFORT TO PREPARE SPACE FOR NEW CONSTRUCTION. 2. CEILING TILE AND GRID (INCLUDING ALL CEILING COMPONENTS AND FIXTURES) SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE TO SEISMIC REQUIREMENTS AS SET FORTH BY LOCAL JURISDICTION HAVING AUTHORITY. 3. ALL EXISTING GUE3 HEADERS, SOFFITS, CEILINGS SHALL BE PAINTED IN ACCORDANCE TO FINISH SCHEDULE AND AS DESIGNATED HEREIN. 4. ALL EXISTING AND NEW GWB BULKHEAD AND SOFFITS SHALL BE PAINTED SHERWIN WILLIAMS - HARDWARE - SW 6112 TO MATCH PAINTED CEILING TILE. 5. CONTRACTOR SHALL MODIFY SPRINKLER HEADS, PIPING ETC IN ACCORDANCE TO LOCAL JURISDICTION HAVING AUTHORITY - INCLUDING ALL PERMIT FEES, APPLICATIONS, ETC. 8. CONTRACTOR SHALL FURNISH AND INSTALL EMERGENCY PATHWAY LIGHTING AND EXIT SIGNS AS REQUIRED BY LOCAL JURISDICTION HAVING AUTHORITY, INCLUDING BUT NOT LIMITED TO RELOCATING EXISTING EMERGENCY LIGHT FIXTURES. (E) 2 X 2 CEILING TILE AND GRID TO REMAN, CONTRACTOR SHALL REPLACE N KIND ALL DAMAGED CEILING TILE AND GRID WITH NEW TILE. SEE FINISH SCHEDULE FOR COLOR EXISTING EMERGENCY LIGHTING MUG EYES') RELOCATED TO NEW LOCATION ON WALL MOUNT AT SAME HEIGHT AS EXISTING LOCATION (+/- 54" AFF). CONTRACTOR SHALL PROVIDE ALL NECESSARY EMERGENCY LIGHTING AS REQUIRED BY LOCAL JURISDICTION. (E) GWS CEILING / SOFFIT TO REMAIN, INCLUDING BUT NOT LIMITED TO LIGHTING, SPRINKLERS, MECHANICAL, FIRE ALARM, ETC. CONTRACTOR SHALL, PATCH AND REPAIR ANY DAMAGE GLIB AND PAINT CEILING (INCLUDING DIFFUSERS, UNLESS NOTED OTHERWISE. (E) MECHANICAL DIFFUSER TO REMAIN. CLEAN, ADJUST AND BALANCE EXISTING DIFFUSERS TO MAINTAN OPTIMUM AIR DISTRIBUTION AND PERFORMANCE. DIFFUSERS SHALL BE SEISMICALLY BRACED IN ACCORDANCE TO LOCAL JURISDICTION HAVING AUTHORITY. CONTRACTOR SHALL CLEAN EXISTING DIFFUSER AND PAINT TO MATCH CEILING. RE: SCHEDULE (E) LIGHT FIXTURE TO REMAIN. CLEAN, RE -LAMP AND VERIFY CONDITION OF EXISTING FIXTURES PRIOR TO OCCUPANCY. REPLACE IN-KIND ANY DAMAGED FIXTURES. LIGHT FIXTURES SHALL EE SEISMICALLY BRACED IN ACCORDANCE TO LOCAL JURISDICTION HAVING AUTHORITY. NEUJ LIGHT HT FIXTURES TYPES 06> MOUNT TRACK LIGHTING TO EXISTING MIN. 4'-0" AWAY FROM WALL - SEE FIXTURE SCHEDULE GWB CEILING AT AREAS OF DEMOLITION. MATCH EXISTING FRAMING GM IN SIZE THICKNESS AND TEXTURE AS EXISTING CEILING. PREP, INCLUDING BUT NOT LIMITED TO, FRAMING, BRACES, UNISTRUT, ETC. - TYIPCAL. CONTRACTOR SHALL FIELD VERIFY THAT EXISTING ELECTRICAL RECEPTACLE IS PROVIDED AT STOREFRONT DISPLAY WINDOWS AS REQUIRED BY LOCAL JURISDICTION. (E) GWB SOFFIT TO REMAIN. INCLUDING LIGI4T FIXTURES LOCATED ABOVE DROPPED SOFFIT. (E) EXHAUST FAN TO REMAIN (E) MECHANICAL DIFFUSER TO BE RELOCATED AS REQUIRED FOR NEW WALL TYPE ASSEMBLY. PATCH, REPAIR AND PAINT GM CEILING TO MATCH EXISTING. (E) LIGHT FIXTURE - CONTRACTOR TO FURNISH AND INSTALL EMERGENCY BALLAST IN FIXTURE AND CONNECT TO EMERGENCY LIGHTING CIRCUIT FIXTURE T-1: 4'-0" AND S'-0" LONG TRACK LIGHTING: COORDNATE LOCATION WITH DISPLAY UNITS AND OILIER. MOUNT TO EXISTING UNISTRUT MIN. 4'-0" AWAY FROM WALL. - MODEL: 114205, NUVO LIGHTING - FINISH: BLACK - LENGTHS: 8"-0" (COORDINATE FINAL LOCATION WITH TENANT DISPLAYS. - DIMNESIONS: 35" WIDTH X 525" HIGH - LAMPS: GE LED PAR 20 - WATTS: 1 WATT LED - SHROUDED FIXTURE COLOR: BLACK - MOUNT AT 12'-0" AFF FIXTURE P -I: OWNER FURNISHED PENDANT LIGI4T FIXTURE SIMILAR TO NELSON CIGAR PENDANT LAMP - VOLT: 120- LAMPS: 2 - WATTS: 150 - DESCRIPTION: 3112 - 150 W INCANDESCENT - 0091 FIXTURE E -I EXISITNG SUSPENDED LAY -IN FLOURESCENT 2 X 4 LIGHT FIXTURE METALUX DIM - N-232-120-EB8 FIXTURE E-2 EXISTING 6" INCANDESCENT DOUNLIG14T 50W PAR 30 LIGHT FIXTURE IN WHITE FINISH MANUF. ELCO: 'EL11C-ELM30$ FIXTURE E-3: EXISTING T-5 FLOURESCENT COVE LIGHT FIXTURE METALUX: 5M -128T5 -120v -EST CONTRACTOR SHALL FURNISH AND INSTALL LAMPS IN ALL EXISTING FIXTURES. FIELD VERIFY SIZE, TYPE, MODEL, WATTS AND VOLTAGE WITH EXISTING PANELS, ETC. NOTE: SEE SPECIFICATIONS FOR EDGE DETAIL IPFORMATION WALL ANGLE /8" MAX 3 N2 GA VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS IUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIRILIIIIII i" POP RIVET • ALL MEMBERS ON WALL VERTICAL SEISMIC STRUT •12O.C. — X12 GA SPLAY WIRE BRACING IN PLANE OF EACH RIMIER - VERTICAL ANGLE OF 45' (12' O.C. N BOTH DIRECTIONS.144 SQ FT MAX.) START WITHIN 4'-0" OF WALL ACOUSTICAL BOARD MAIN RUNNER OR CROSS REVIEWED FOR CODE COMPLIeNCE APPROVED APR 0 3 2013 city of Tukwila BUILDING DIVISION 8" IIUI1uIIIIIUlluuuu11IIIIIIIUI1uIIIIIII Forg PROVIDE i" SPACE OPPOSING WALL SEISMIC BRACING DETAIL NOT TO SCALE *12 GA HANGER WIRE • 4'-0" O.C. IN 80114 DIRECTIONS. ALL HANGERS AND SPLAY WIRES TO HAVE A MIN. OF 3 TURNS N I" OF RUN RECEIVED CITY OF TUKWILL MAR 2 Z 2013 PERMIT CENTER EARTIIBOUND TRADING COMPANY LLI Z Ct co W ucoo W Z 00 > I— W O:UQ 0_ U) Q I - 0 CQ J Z � W � ZINE - W W 10169 RA RE ARCHIISTECT ak t -i ro .— NSON STATE OF WASHINGTON CD co g Z 3Z_ J _ co r 3W O W 206 - 714 -3485 ISSUE PERMIT SET DATE 03-08-2013 1 \ 03-19-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEEET TITLE: RFLECTED CEILING PLAN SHEET NO.: A4.0 PROJECT NUMBER: 2013-110 ROOM FINISH SCHEDULE ROOM NORTH E SCI -ED EAST ZEE SCHED�. SOUTH WEST CLG. FLOOR BASE REMARKS NO. INAME MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. • i A = (FLUSH) ) , --- WOOD VERIFY DIMENSIONS ,4 O WOOD 100 RETAIL AREA GWB PT -I GM PT -1 WOOD/GLASS -- GWB PT -1 GWB PT -2 SC-I/CT-2 - - WD -I 2, 3, 4, 101 CHANGING ROOM GWS PT -1 GWB PT -1 GWS PT -1 GM PT -1 GWS PT -2 SC -I - - LLV-I I, 4 102 EXISTING STOCKROOM GWS EXISTING GLUE EXISTING GM EXISTING GM EXISTING (E) ACT -- (E) CONCRETE - - (E) RB -- 103 EXISTING RESTROOM GWS EXISTING GWB EXISTING GWB EXISTING GWB EXISTING (E) GWB -- (E) VINYL -- (E) VINYL -- NOTES 1. NTERSECTION FULLY -CLOSED 2. CONTRACTOR DISSIMILAR 3. DOOR UNLESS 4. CLEAN, TO RECEIVE 5. FURNISH OTHER FLOOR OF SCHEDULED FLOORING MATERIALS SHALL OCCUR AT CENTERLINE OF DOOR WHEN IN POSITION. SHALL FURNISH AND INSTALL APPROPRIATE 'TRANSITION MATERIAL AS REQUIRED WHERE FLOORING MATERIALS INTERSECT. FRAMES WITHIN RETAIL AREA AND CHANGING ROOM SHALL BE PAINTED P-1 TO MATCH WALLS, NOTED OTHERWISE. PATCH, LEVEL (E) CONCRETE FLOORING SUBSTRATE FREE FROM DEFECTS AND DEBRIS READY FLOORING ANP STAINED CONCRETE. AND INSTALL ADA COMPLIANT METAL SCHLUTER / REDUCER STRIP AT TRANSITIONS TO FINISHES. REMARKS 1 CONTINUE NEW PAINTING AT WORK COMPLETED ON EXISTING WALLS TO CORNER OF WALL - MATCHING EXISTING PANT COLOR 2. PROVIDE TRANSITION STRIPS AT CHANGE N FLOORING MATERIAL. 3. CONSIST OF GUJB HEADERS AND SOFFITS PER PLAN 4. SEE FINISH LEGEND ON SHEET 2.0 FOR PRODUCT INFO AND FINISH INFORMATION ABBREVIATIONS ACT ACOUSTICAL CEILING TILE AND GRID GU GYPSUM WALL BOARD -I RUBBER BASE CT -1 CERAMIC TILE CT -2 CERAMIC TILE PT -1 PAINT (WALLS) PT -2 PAINT (CEILINGS) WOOD OFOI WOOD VENEER WD -1 6" HIGH PAINTED WOOD BASE SC -I STAINED CONCRETE TO MATCH EXISTING FRAME TYPES DOOR TYPES 2" E SCI -ED 2" ZEE SCHED�. 0 r • i V 1 U • i A = (FLUSH) ) , --- WOOD VERIFY DIMENSIONS ,4 O WOOD DOOR SCHEDULE DOOR NO. ROOM LOCATION DOOR TYPE DOOR STYLE SIZE W x H Tl -K DOOR MATL. FRAME MAIL. RATING DETAILS HDWR GROUP NOTES HEAD JAMB THRESH. 100 COMMON MALL - RETAIL AREA EXISTING EXISTING PR 3'-0" X 10'-0" 1/2" GLASS SS NR 3/A3.0 2/430 (E) 101 RETAIL AREA - CHANGING ROOM A FLUSH 3'-0" x 5'-0" 1 3/4" WD WOOD NR 1/A5.0 1/A5.0 102 RETAIL AREA - STOCK ROOM A FLUSH 3'-0" x 5'-0" 1 3/4" WD HM I -HR (E) 3. 5, 6 5, 2 1024 STOCK ROOM - CORRIDOR EXISTING EXISTING 3'-0" x 1'-0" 1 3/4" WD HM NR 103 STOCK ROOM - RESTROOM EXISTING EXISTING 3'-0" x 1'-0" 1 3/4" WD HM NR (E) (E) 1, 2, 5 4 NOTES 1. DOORS TO HAVE SIGN (1" HIGH LETTERS) LOCATED ABOVE DOORS WITHIN 'TENANT SPACE STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED". 2. REUSE EXISTING DOOR AND FRAME - REFINISH EXISTING DOOR WITH STAINED POPLAR VENEER WITHIN DOOR PANELS AND UPDATE HARDWARE. 3. EXISTING DOOR TO REMAIN - MAINTAIN 1-14OUR RATED ASSEMBLY. 4. EXISTING DOOR TO REMAN - NO MODIFICATIONS 5. PAINT DOOR AND FRAME TO MATCH ADJACENT WALL FINISH. 6. EXISTING KEYING AND CORES SHALL BE REPLACED WITH NEW CORES AND KEYS PER TENANT. ABBREVIATIONS AL ALUMNUM FL FLUSH DOOR FR FRAME GL GLASS HM HOLLOW METAL NR NON -RATED STOR STOREFRONT WD WOOD HARDWARE GROUPS GROUP 1: DOOR 1004 FUNCTION: PRIVACY BATHROOM - L9040 NCLUDING OCCUPIED OR VACANT TURN INDICATOR DESCRIPTION: FLUSH WOOD DOOR MORTISE CYLINDER MANUFACTURER SCHLAGE L SERIES, 11 HANDLE, SATIN CHROME FINISH HINGES: 3 EACH - 5 13B1WW 4.5 X 4.5 SILENCERS: 3 EACH - 5R64 WALL STOP: WS401CCV HARDWARE FINISH: SATIN CHROME FINISH GLAZING SYSTEM (BASIS OF DESIGN EXTRUDED ALUMINUM STOREFRONT CRL SR 255Al2CL SILL HIEGHT - 2546" HEAD HEIGHT - 2546" HIGH FRAME FINISH SHALL BE ANODIZED ALUMINUM CLEAR ANODIZED ALUMINUM GLAZING CLIP. TYPICAL 2 EACH BUTT JOINT. GLAZING: MINX" THICK CLEAR FULLY TEMPERED SAFETY GLASS. GLASS DEFLECTION SHALL BE IN ACCORDANCE TO 2009 IBC AND LOCAL JURISDICTION GENER4L DOOR AND HARDWARE NOTES: 1. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL DOORS AS SPECIFIED ON DRAWINGS, UNLESS OTHERWISE NOTED. 2. ALL LOCKSETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH THE TENANT REQUIREMENTS. CODES AND/OR KEYS ARE TO BE DELIVERED TO WESTFIELD PROPERLY TESTED AND/OR TAGGED. THE NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH THE TENANT. 3. CONTRACTOR SHALL SUBMIT A DETAILED HARDWARE LIST WHICH INDICATES THE QUANTITIES, TYPES, MANUFACTURERS, CATALOG NUMBERS, AND LOCATIONS OF THE VARIOUS ARTICLES OF HARDWARE REQUIRED. HARDWARE LIST SHALL BE SUBMITTED NO LATER THAN THIRTY DAYS BEFORE THE DATE TI -E SUPPLIER MUST PLACE THE ORDER WITH THE MANUFACTURER IN ORDER TO MEET THE PROJECT SCHEDULE. REVIEW OF NE HARDWARE LIST 5Y THE ARCHITECT OR TENANT SHALL NOT BE CONSTRUED AS CERTIFYING THAT TI -E LIST IS COMPLETE AND DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING A COMPLETE PROJECT. 4. EACH ARTICLE OF HARDWARE SHALL BE INDIVIDUALLY PACKAGED N ITS MANUFACTURER'S CONTAINER AND PROPERLY MARKED OR LABELED N CONFORMITY WITH THE APPROVED HARDWARE LIST. 5. ALL HARDWARE APPLIED TO METAL DOORS OR JAMBS SHALL BE MADE TO A TEMPLATE AND SHALL BE SECURED BY MACHINE SCREWS. 6. FURNISH TWEE (3) BUTT HINGES FOR DOORS UP TO FIVE (5) FEET AND ONE ADDITIONAL BUTT HINGE FOR EACH ADDITIONAL TWO AND A HALF (2 1/2) FEET. 1. CONTRACTOR SHALL FURNISH STANDARD STRIKE PLATES WITH EXTENDED LIPS WHERE REQUIRED TO PROTECT TRIM FROM BEING MARRED OR DAMAGED BY NE LATCHBOLT. a CONTRACTOR SHALL PROVIDE DUST COVERS AT ALL STRIKE PLATES. 9. HARDWARE SUPPLIER SHALL PROVIDE GRANDMASTER KEY, MASTER KEY, KEY -ALIKE, AND/OR KEY DIFFERENT ALL LOCKS IN ACCORDANCE WITH KEYING SCHEDULE PROVIDED BY WESTFIELD. 10. ALL FASTENERS SHALL MATCH THE HARDWARE MATERIAL AND FINISH. 11. THE HARDWARE SCHEDULE IS INTENDED TO COVER ALL DOORS IN NE PROJECT AND ESTABLISH A TYPE AND STANDARD OF QUALITY. IT IS NE RESPONSIBILITY OF NE CONTRACTOR TO FURNISH A COMPLETE AND OPERATIONAL SYSTEM OF DOOR FINISH HARDWARE ITEMS ENCOMPASSING ALL OPENINGS WITHIN TI -E PROJECT AREA. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE ANY AND ALL DOOR HARDWARE ITEMS NAT DO NOT COMPLY WITH THE CURRENT DISABLED ACCESSIBILITY PROVISIONS, WITH CONFORMING ITEMS, TO THE SATISFACTION OF THE JURISDICTION HAVING AUTHORITY. 13. HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED NOT LESS THAN 30" OR MORE THAN 44" HIGH AND SHALL BE OPERABLE WIN A SINGLE EFFORT NOT REQUIRING GRASPNG OF NE OPENING HARDWARE. 14. CLOSERS, WHERE REQUIRED, SHALL HAVE AN OPENING FORCE NOT EXCEEDNG 8.5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS, WITH NE EXCEPTION OF FIRE DOORS WHICH MAY NOT EXCEED 15 LBS. 15. THRESHOLDS SHALL NOT BE GREATER THAN 1/2" IN TOTAL HEIGHT WIN TI -E LEADING EDGES BEVELED OR SLOPED AT AN ANGLE NOT EXCEEDING 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4". 16. ALL DOORS THAT RECEIVE PAINTED FINISH SHALL BE PREMIUM PAINT GRADE, SATIN FINISH, AND SHALL BE PAINTED TO MATCH ADJACENT WALL, UNLESS OTHERWISE NOTED. 11. CONTRACTOR SHALL FURNISH AND INSTALL ALL HARDWARE AS REQUIRED TO MEET CODE AND FUNCTIONAL INTENTIONS AND REQUIREMENTS. NE OUTLINE HARDWARE SPECIFICATION IS PROVIDED ASA BASIS OF DESIGN FOR A COMPLETE SUBCONTRACTOR SUBMITTAL. HARDWARE SUBMITTAL SHALL BE SUBJECT TO ARCHITECT'S APPROVAL. 18. CONTRACTOR TO VERIFY NE THICKNESS OF FLOOR FINISH PRIOR TO UNDERCUTTING OF NE DOOR 19. INSTALL DOOR IN FRAME WITH 1/8" MAXIMUM TOLERANCE AT HEAD, HINGES, AND STRIKE JAMB. 21. DOORS IDENTIFIED WIN 'E' OR 'EXIST' DENOTES THAT IT IS AN EXISTING DOOR TO REMAIN OR TO BE REUSED AS DESCRIBED WITHIN THE DRAWINGS AND SCHEDULE. 22. HOLLOW METAL DOOR FRAMES ARE TO BE FIELD PANTED, SATIN FINISH TO MATCH ADJACENT WALL, UNLESS OTHERWISE NOTED. SEE ULALL TTPE V ' (E) 5/8" GWB N/2" TTP. HEAD SEE WALL TYPE JAMB (E) METAL STUD HEADER TYPICAL (E) WOOD TRIM t0 BE STAINED REGLAD AND FINISH (E) WOOD DOOR 5/8" GWS METAL STUD JAMB (E) WOOD TRIM TO BE STAINED REGLAD AND REFINISH (E) WOOD DOOR DOOR DETAILS 3" = 1'-0" V MrArac POPLAR ARI MCI ILE MUM AND aagR MD FROMM Garr ILLYMKN MOW WIwWAc rPtrALMVP RIMS AUWI Wf►(V WNW r IRAMID POPLAR Van warm OPCI MI NMI. Ac aaGYf HEAD DETAIL AT ENTRY 3" = 1'-0" WOOD PLATFORM/SILL DETAIL 3" = 1'-0" GLAZING HEAD DETAIL 3" = 1'-0" PAM OW It wb Mame Ora RE AMR Ac SUR r 111,14V P ..* WM HEAD DETAIL AT ALCOVE 3" = 1'-0" EARTIIBOUND TRADING COMPANY (E) METAL STUD FRAMING AND GWB DEMISING WALL MAINTAIN 1 HR RATED ASSEMBLY (E)%"GWBON34"MET STUD FRAMING (E) NEUTRAL PIER TO REMAIN CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGED PORTIONS TO MATCH EXISTING 1 " (E)X" METAL REVEAL TO REMAIN • I TILE CT -1 TYPICAL - MITRE CORNER E) METAL STUD FRAMING AT NEUTRAL PIER E) GWB - PATCH / REPLAC AS REQUIRED FOR TILE NSTALLATION E) METAL STUD FRAMING EAST- HIGH NEUTRAL PIER DETIAL 1 1/2" = 1'-0" I TILE CT -1 TYPICAL X" ALUM REVEAL (E) METAL STUD FRAMING AND GWB DEMISING WALL MAINTAIN I HR RATED ASSEMBLY (E) METAL STUD FRAMING AT BULKHEAD (E) GWB - PATCH / REPLACE AS REQUIRED FOR TILE INSTALLATION I TILE CT -I TYPICAL + 4'-3 1/8' 2" METAL STUD FURRING WITH 4" GWB ALIGN WITH EXISTING GWS 3" POPLAR WOOD TRIM WEST HIGH NEUTRAL PIER DETAIL 1 1/2" = 1'-0" (E) METAL STUD FRAMING 1)1-.0 OFCI TILE CT -1 TYPICAL I TILE CT -1 TYPICAL - MITRE CORDER REVIEWED FOR CODE COMPLI,NCE APPROVE APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER W Z ~ W Z M U LLJ1- O � O M Z Z V' W W ce co W co r Z 0, W 0 < 1 Q O J Cfl c N I' NE EDWARD JOHNSON ATE OF WASHINGTON 206 - 714 -3485 ISSUE PERMIT SET DATE 03-08-2013 PROJECT NAME EARTHBOUND -TUKWILA SHEET HETITLE: SCDULES AND DETAILS SHEET NO.: A5.0 PROJECT NUMBER: 2013-110