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HomeMy WebLinkAboutPermit D10-089 - WESTFIELD SOUTHCENTER MALL - VACANT SPACEVACANT SPACE 969 SOUTHCENTER MALI. D1O-089 City* Tukwila 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.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 969 SOUTHCENTER MALL TUKW Suite No: Permit Number: D10-089 Issue Date: 04/23/2010 Permit Expires On: 10/20/2010 Tenant: Name: VACANT SPACE Address: 969 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: WAYNE JOHNSON Address: 4000 DELRIDGE WY SW #200 , SEATTLE WA 98106 Phone: 206 - 624 -2777 Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Phone: 206 382 -3443 Contractor License No: BNBUII *990K3 Expiration Date: 09/12/2011 DESCRIPTION OF WORK: DEMOLISH EXISTING STOREFRONT AND INSTALL NEW STOREFRONT. DEMO EXISTING CEILING AND INSTALL NEW CEILING AND INTERIOR WALL FINISHES. Value of Construction: $70,000.00 Fees Collected: $1,924.11 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -089 Printed: 04 -23 -2010 City okukwila • 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.ci.tukwila.wa.us Permit Number: D10 -089 Issue Date: 04/23/2010 Permit Expires On: 10/20/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: Private: Profit: N Private: Public: Non - Profit: N Public: Date: d�� (l/ 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 pr construction or the rmance of Signature: Print Name: to give authority to violate or cancel the provisions of any other state or local laws regulating authorized to sign and obtain this development permit. Date: 4.2,3- i O M ap- 1-1 L"r~Ia 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -089 Printed: 04 -23 -2010 • 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 Parcel No.: 9202470010 Address: 969 SOUTHCENTER MALL TUKW Suite No: Tenant: VACANT SPACE PERMIT CONDITIONS Permit Number: D10-089 Status: ISSUED Applied Date: 04/02/2010 Issue Date: 04/23/2010 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional m responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: 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. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 13: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 14: Masonry construction shall be special inspected. 15: 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 doc: Cond -10/06 D10 -089 Printed: 04 -23 -2010 • • 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 calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. 19: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 20: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 21: 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. 22: ** *FIRE DEPARTMENT CONDITIONS * ** 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 24: 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) 25: 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 nun) 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) 26: 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) 27: 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) 28: 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) doc: Cond -10106 D10 -089 Printed: 04 -23 -2010 • 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 29: 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) 30: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 31: 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) 32: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 33: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 34: 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) 35: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 36: 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) 37: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 38: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051.( ALL FIRE ALARM COMPONENTS TO BE TIED TO MAIN MALL FIRE ALARM PANEL.) 39: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 40: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 42: 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. 43: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) (Post address per approved Westfield standards.) 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) doc: Cond -10/06 D10 -089 Printed: 04 -23 -2010 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 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -089 Printed: 04 -23 -2010 • • 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Signature: Print Name: Mil' � Q (- L 1 t-t- --\ A (2^� Date: 4. 'Z-; -1O ordinances governing or local laws regulating doc: Cond -10/06 D10 -089 Printed: 04 -23 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http../Vwilw.ci.tukwila.wa.us 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 Address: (129 SO trniceuiref Tenant Name: L�- It3[- 9 •71'' King Co Assessor's Tax No.: Z 6:2-5 "" O 5 1 Suite Number: 2 do Floor: 1 14"t- New Tenant: ❑ Yes El ..No Property Owners Name: a Mailing Address: (o "S So(ra4G.�....(recz. Name: W' :S S b Mailing Address: '1 p 1 0,kr Q 't E -Mail Address: WA'v' 4 QS e_beel Company Name: 14.10 1— '>"r City Lpr-- S I S S State Zip Day Telephone: 2.D 6 '62-11 •2-77-r) 5£i1i1s k Ac- S 10 City State Zip Fax Number: 2a $ - Z9 % i - r'rRR -M1 'lbS '1-m - Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip Company Name: S. M . 'rs, Mailing Address: Give. ti ibt,E %4 S Contact Person: E -Mail Address: klIefletAr SlqS"T1t',(4.- • 42y) SE fltb1r 140k-- 73lo G City State Zip Day Telephone: 2-X,(2. • %2-1%- 277, Fax Number: '2D(' • 6214 • Z171 ENGINEER OF RECORD —All plans must be wet stamped by Engineer of Record Company Name: ?,_ s Mailing Address: 1/LS Z-2 O 5 t& � D 11+ u. (T 6 6 1 6 EAi'TL 1414 2 1 Z 1 City State Zip Contact Person: 14U (.-1 1 VI h &It li& LA Day Telephone: 206' L 2.2_ • (s7� E -Mail Address: t i t u.ri /YQ. -. P S M - eithC,id eels. c_.:444. Fax Number: 9--4"6 • 6 22-- - 0 y2 Q:\ Applications \Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 1 of 6 BUILDING PERMIT INFORMATION- 206- 431 - 3670' , Valuation of Project (contractor's bid price): $ % O 1 Ded Existing Building Valuation: $ Scope of Work (please provide detailed information): . ��lvtuL IS}l- E( 1 t�t 04 S 1 �U-` N �,5 ai 44. t -e tAkk Ant) mi192 1 - 1414ta- 1 S 44 €S . Will there be new rack storage? ❑ Yes yNo If yes, a separate permit and plan submittal will be required. Provide All Building Areas`in Square Footage'Below; •.1t•Floor x 2 °a Floor:;,. 3b Floor3;:- ..11; Inferior Remodel • `Additionto.' Existing ;, Stiructure :Conti ictron per.;. : IBC. .Type of,;; Occupancy per., IBC. 6451'721 s LfLJ sqi, 1st Floors yyo f 7 1 .Z13 If•R M 11 Basement; r': ' . ,: AccessoryStrucdire* , Attached—Garage DetachedGarage: 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: N Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers NAutomatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x / / "paper including quantities and Material Safe y 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. QAApplicationaonns- Applications On Line13-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 614 I `PER Tr APPLICAYTION NOTES,2-Applicableto all�permits in� this application N} ' Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AG T: Signature: Print Name: ki ArYNer sn Date: Day Telephone: Za Ca • 6214 • 2'7 7 7 Mailing Address: / ) Z L&�� S ��/Q�`,sfi%' oa ��C %�'�%�i� iL% T / City State Zip Date Application Accepted: Date Application Expires: tam? _` Staff Initials: Q: Applications\Forms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10-089 Address: 969 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 04/02/2010 Applicant: VACANT SPACE Issue Date: 04/23/2010 Receipt No.: R10 -00799 Initials: User ID: Payee: WER 1655 Payment Amount: $63.00 Payment Date: 05/07/2010 02:52 PM Balance: $0.00 TIM WATERS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 03729C ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receipt -06 Printed: 05 -07 -2010 • 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 RECEIPT Parcel No.: 9202470010 Permit Number: D10-089 Address: 969 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/02/2010 Applicant: VACANT SPACE Issue Date: Receipt No.: R10 -00695 Initials: User ID: Payee: WER 1655 Payment Amount: $1,167.90 Payment Date: 04/23/2010 01:18 PM Balance: $0.00 B N BUILDERS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 50214 1,167.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $1,167.90 1,163.40 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 04 -23 -2010 • 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 RECEIPT Parcel No.: 9202470010 Permit Number: D10-089 Address: 969 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 04/02/2010 Applicant: VACANT SPACE Issue Date: Receipt No.: R10 -00567 Payment Amount: $756.21 Initials: WER Payment Date: 04/02/2010 01:51 PM User ID: 1655 Balance: $1,167.90 Payee: S M STEMPER ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 15229 756.21 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 756.21 Total: $756.21 ti E EG IVE doc: Receiot -06 Printed: 04 -02 -2010 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. �/ CITY OF TUKWILA BUILDING DIVISION K (� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project- CIA Ai( SP*Ce Type of Inspecti .(1A- l�u.'��� Adds.s: !C ,1 1 r AA Date Called: Special Instructions: 04 0 5 31 ' D 5: 30 r� rrP Date Wanted: '—a.m. (-- r0 P.m. Requester: Phone No: _ n E 17 -4°33 S- `Approved per applicable codes. Corrections required prior to approval. COMMENTS: PoPil 60.00 REINSPECT! a 1 FEE RE'QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 5 - Receipt No.: 'Date: r INSPECTION NO. INSPECTION RECORD Retain a copy with permit to -� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION pe-, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project UA- s�p^-ce Type of Inspection: So P e Ce4 i, ` C B f /� ' / Date Called: Spe I��s�� Speccii^ialinstr'uctionsJ: Date Wanted: a.m. Requester: Phone No :, / 2V7 _ 1335 Approved per applicable codes. ❑ Corrections required prior to approval. COM 'ENTS: Inspecto Day -Za'/ r6'.00 REINSPECTION F E REQUI • D. Prior to inspection, fee must be d at 6300 Southcenter : lvd., Suite 100. Call to schedule reinspection. Re -ipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �= 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 &u -ogj Pro a t: -- Type of InspecYon: Address Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 7A(or22 -7/ -035 Approved per applicable codes. COMM S: ElCorrections required prior to approval. ?-Gum - 4.///9- DS_ zd —/0 I + REINSPECTION FEE R r UIRED '• rior to inspection, fee must be at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. t R • pt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit o -089 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 42-1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj ct: 1J��4 �Ca4r t S /A- CE Type of Inspe tion: 1- Z.- -f 4 C. Ad9e;s:� SC ) Date Called: Special Instructions: j Date Wanted: S —(.3- Id a.m p.m. Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. U COMMENTS: r Insp ctor: Date J /3 -/J — 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ,o.,rn a4ts4e_ 44z INSPECTION RECORD Retain a copy with permit INSPECTION PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P-1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CA-4 Pro jec• ,AC Ip A Ce Type og' !� to r Aiv Address: q 40 9 S c �L( 4- ( Date Called: Special Instructions: z, Date Wanted: , } S— % _3-1V ra p.m. Requester: Phoo0. - -- 22'7 — !x,_3,35 Approved per applicable codes. Corrections required prior to approval. 3 COMMENTS: Ins Date: _ $60.00 REINSPECTION FEEIREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . �, �Yrt�s. �eiaw• z�ol �a�a.• �-. ceeGv«.:. �tv++ ME •,xst�aa7�rxss�+�i•.+""- =:•*�, �� a INSPECTION NUMBER INSRECTION•-RECORD Retain a copy witl?;3elrmit . • .`CITY OF TUKWILA FIRE DEPARTMENT Andover Park East, Tukwila, Wa. 98188 - 206 -575 -4407 .Project: '`aM4Lrcaae6, S L, it-cf:r,'. Type of Inspection: .5/0.,,/ic.l- 4.,,� r;, ./ F� a / Address: 54 9 54, Suite #: 7•11,9, I Contact Person: Special Instructions: ..Permits: Phone No.: .c‘ — Z7-7— .5 33'-- Hipproved per applicable codes. Corrections required prior to approval: COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: _ ..Permits: Occupancy Type: Inspector: py ' 3,3 Date: ) z i f % * • Hrs.: i $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance. Department. Cali to schedule a reinspection. Word /Inspection Record'Form.Doc 1/13/06 T.F.D. Form F.P. 113 • .,... ' si= ):A':r.• _,.idli Y• T+ f { xS M:mK a741N' :4c"0.6." •• INSPECTION RECORD Retain &copy with permit Di Q --- o? INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila; Wa: 98188 2.06 -575- 4407 __ Project: • -S0 ce4. y re/Ark. _Shoe Type of Inspection: ,, I F r 1141 Address: 01, �C Suitet#: ?k 1/ Contact Person: Special Instructions: Monitor: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -- es4ec lid G K„I qs-cal His Needs Shift Inspection: Sprinklers: Fire Alarm: Y Hood & Duct: Monitor: &L1 �114 ., Pre -Fire: Permits: Occupancy Type: Inspector: 57 / I Date: s--?. i . / 0 Hrs.: / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 PETERSON JTREHLE dARTINSON, INC. CONSULTING ENGINEERS STRUCTURAL CALCULATIONS & SKETCHES permit Nos R ` OpY Westfield - Shoe Repair Shop Tukwila, WA By PSM Engineers REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila PSM Job # 10043 BUILDING nIvicinni l89 2200 SIXTH AVENUE, SUITE 601 SEATTLE WASHINGTON 98121 RECEIVED APR 02 2010 PERMIT CENTER March 31, 2010 EXPIRES 01/09/2011 PHONE 206 - 622 -4580 FAX 206 - 622 -0422 the document is diagrammatic and Is Intended only to show the demised premixes of the project (hatched ores.) 11 does nol purport to show enact dimensions me the find location of my medmrlicd, dectrIcal, structural or othiteaturel dement. Father, the landed reserve the right to odd, eliminate a modify ony such dement, as moy be required from time to lime. Tenant space dimensions, unless otherwise noted are to the centerlines al tenant partitions and cdumn gilds, lace of este/le- wets and to the a Lode face of service area postilions adjacent to the tenant space (dz. caridas, closets, and stars) A SOUTHCENTER level 1 02/12/10 260 SOUTHCENTFR SI -{0C REPAIR 844 S.F. EXHIBIT t�2 PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm - engineers.com JOB: W e t°It.AA DATE: 3/31:4 l o BY yvA. V SUBJECT: Si^ `CeacY ti new tieadcy q6� d�* ' or, d tA(. area. fw -6 4ere `{'x;t9io 11,0. -5 U 4Cr . Cut royne.4` 4 c L 44i,-3, vat, e _f+sY !_uo Czpoe_.5) Pw = is =t _ M.= Use . boxea 6, _� _ . Zo lcs� S,r a ©.32s ,rh 3 '411 40a.d . rn..dc.Q s1-v:A walk 1 CcwQ si..at1" ts QS Ift- 'M;, –6..% 0 -30 -- - - �TYov `y 10& .is .2.GC:ewFY1G 1-o v+ ' Cndo. J ' L I. "to .5 u'�i�i/t7'° tilee e�Cr✓ ih TT?yansv .e!i -i!. _ PX ..re_atile," bz-ate_ - q3Z_ 'owe_ t. 64 (4 ••• L3 4k55 Sere —s . 1 tun. ,rid: Sx 0 -99. x.t94 2.6 -o 384 ,' -10 00 O - Li i.e. C2 I coos 2rxo -6g CV) 6oX + Co 80-0_ T 2CED -C,g 6 d ; 1-cr :d.etle %oxen pobf ci)40c,s162 -64x4 C.2-)44CTD7 SB -G$.i- PsM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm - engineers.com JOB: WeSf(1jd DATE: 3/3V) LO BY: SAW SUBJECT: Shoe P IY r - CO 41- $ S' ot� b ale Qte�✓ _- .P.c_c};G^; GI ipot; - Con tneG -4,cv, 6,11 s- fnYd'r S;r p l'AerY Y y - --h- - .i c1hp wl (j) *0) ; 1 L 1 c -�" t0 N I I I —i — i t . i t-. 1 - _ .. i _� ' III _ I • —� -- W' -VW WI '." �.... ^ \\10{_e_ . Wo,U p� s4).-r el -t - Y\O�' S7^[ri�1 {'W C IAM - i — ' _ems e +t Ord k�- L ,F c�;t bk>"■ eM41 L6� �_ �ScYews 6bxe.4 eAL esk 1 4e� (T t( ) e,^' r 'p 4 � L L1e..Pei�/ - PAC D_ _T.A \ — h — PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm - engineers.com JOB: WeST f ietA DATE: 3!31.7' 6o BY: rtIM/ SUBJECT: SI^et YPpAtt( NUve=- . Dew, acho1n +u 6e. d.o n,e a-E} -eA, hem es- 16 s4 carp La? C31 eF 8 s Ure tos iv head G✓ o.c! sluff E) nn eat aQ viuset w 51:7xeA _In:e_4201eel 1' net 1r & eke (1, , c hip 6y 54-ofre_- ,-ow{- Supf l e,✓ (9) Store_ 4 r ry - b.� ti *erS 5E-TI O ti 8UOS1G77-3 -' C3) 'a s1. re.Aac +t, Psi d • #f pJ I . Sid 0,01-1 I- Ic. ve,AeeA✓ �+s -reel • ((5;..;;k vu�•eerY ! �o be Y,e�++vvt� F0, �i4QI k ). (�OU� 162 �1; b^rcuZ; I pt,ces b+0, h endsL svr'G s q ee . end "' 1 pj r y4V 344 I;sAklp 66) i+ $ fD I,e�eir o,. d bn ►max Lsrxax���xo8 L (4) et • CE) POST TO BOXE-D EAtZZ CQ J- PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm - engineers.com JOB: DATE: BY: SUBJECT: (A) 4. i3 _+ �F Pr1 .4o GOo S 1 G2= 43- _.. '13�;u Le. $rsxtd posy.. CL-� -4o-os T -(0e- t -Cz)ie u4 -r14Z �$ - . - L'Y 1Ya Sc�e�.:]S ��Zc�4 ck III ,1014; 4. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 600S162 -43 BRACE AT EA.END OF HEADER (TYP) • • HSS 6 x 6 HEADER 12" MAX 4 '0 STD PIPE COL (SCHED 40) TYP REVISED DETAIL 3/16 (2) /8 x 5 x 1' -3" PL'S W/ (2) 3/4"0 BOLTS 3/16 SCALE: 1 1 /2' = 1 ' -C' FILE COPY Permit Na. 1)1.0 —017 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is admowledged: By Date:. 577/ 2-° City Of 1Ukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR 13 Mechanical Elm VI Plumbing ® Gas Piping City of Tukwila LBUILDING DIVISION Inspection for verification of drilled holes and hole preparation for epoxy shall be required prior to installation of epoxy and re -bar (or bolts if applicable). Inspection shall be included with the foundation inspection. 4 °0 STD PIPE COL (SCHED 40) TYP 3/16 (E) SLAB ON GRADE PLY x 5 x 0' -11" x MSEC � P KWIK-TZ ANCHORS HOORS ♦ � AT 8 °OC APPROVED KW MAY 0 6 2010 City hes BUILDING DIVIRION REVISED DETAIL t\ /A EmrREVIEWED FOR I I9AA SCALE: 1 1 /2' = 1 ' - C' EXPIRES 01/09/2011 crtvLA MAY 052010 PERMIT CENTER REVISION N09___ P10 -v'bi PSM CONSULTING ENGINEERS, INC. 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 P: 206.622.4580 vvww.psm- eng1neers.com 10043_S10- S11.dwg C� DRAWN:PSM WESTFIELD MALL AT SOUTHCENTER 00 c0 rn z �g O� a 0' �w Z z a Z 0 QU z= f-0 O co • .itHRN9a COONUCOPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -089 DATE: 05/05/10 PROJECT NAME: VACANT SPACE SITE ADDRESS: 969 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEP RTMENTS: i ding Division, Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05/06/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required 1% DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 06/03/10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • • PE c f :. S :3`Fi Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -089 DATE: 04 -02 -10 PROJECT NAME: VACANT SPACE SITE ADDRESS: 969 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: G x-4-1 /Diiv vision Pub Wofks Fire revention Structural AM �IO1 O Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -06 -10 Complete Incomplete n Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 05 -04 -10 Approved n Approved with Conditions \I6 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: SITE ADDRESS: REVISION NO. \ of uto C tAuf PERMIT NO: 0o' )0 v, ,1 AAJLI2 ORIGINAL ISSUE DATE: CAI 22.4 4V REVISION LOG DATE RECEIVED ummary of Revision: 0c! bS t d o -4s P ►1C GoLut itA0 I�t i 1`�GD G till t' kv_ Receive by: �,,,,, ! rc,t5 STAFF INITIALS ISSUED DATE STAFF INITIALS ease print) DATE RECEIVED REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Summary of Revision: Received by: Received by: ease print) ease print) REVISION NO. DATE RECEIVED REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Sununary of Revision: Received by: Received by: ease print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: ease print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: . Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: ived by: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 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: MAY `'I, 2_010 Plan Check/Permit Number: .D1 O - O Sc( ▪ Response to Incomplete Letter # O Response to Correction Letter # pr Revision # ( after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: yALi t-trr ST PcL'E / 40 9 SOt. T1- }GEr-1TER_ pryku__ Project Address: 1(...9 Sctirn+C ? -fTEg- / T i l41.4 lLA, L,.d 5 $ L 8 $ Contact Person: L1tIAe`iNiE" -bAil•MCNI J.44 Phone Number: Zo (� • & • 2-777 Summary of Revision: v I S eb 213 , `I »-( t sI . - its c � .. ,t 7 i E uEL nF 'Co 1Th A(ik 1 1-A -N u M Al-VI ►<i{_S oriMMA MAY 05 2010 Petro SheetNumber(s): $I .I (..SI-ETZt1 SIB -S� "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H: Applications\Fonns- Applications On Line \2009 -08 Revision Subminal.doc Created: 8.13 -2004 Revised: 8 -2009 Contractors or Tradespeople Pr air Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name B N Builders Inc UBI No. 602056687 Phone 2063823443 Status Active Address 2601 4Th Ave Ste 350 License No. BNBUII`990K3 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 5/23/2001 State Wa Expiration Date 9/12/2011 Zip 98121 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTESL913K1 Western States Logistix Lk Construction Contractor General Unused 5/8/2009 5/8/2011 Active PURODSI984JN Purodi Systems Inc Construction Contractor Plumbing Unused 6/19/2002 7/2/2010 Active BASTINB0000J Bastian Nielsen Builders Inc Construction Contractor General Unused 9/11/2000 9/7/2001 Archived Business Owner Information Name Role Effective Date Expiration Date Bastian, Brad President 05/23/2001 Bond Amount Nielsen, Jeff Vice President 05/23/2001 6642084 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 SAFECO INS CO OF AMERICA 6642084 06/02/2009 Until Cancelled $12,000.00 06/05 /2009 4 HARTFORD FIRE INS 52BSBBK5617 01/01/2002 Until Cancelled 06/02/2009 $12,000.00 12/04/2001 3 TRAVELERS CAS Et SURETY CO 103355900 08/30/2001 Until Cancelled 04/07/2009 $12,000.0009/06 /2001 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 11 WAUSAU UNDERWRITERS INS. CO TBJZ91442966029 09/07/2009 09/07/2010 $1,000,000.00 09/03/2009 10 WAUSAU BUSINESS INS CO TBKZ91442966028 09/07/2008 09/07/2009 $1,000,000.0009 /05/2008 9 WAUSAU BUSINESS INS CO TBKZ91442966027 09/07/2007 09/07/2008 $1,000,000.00 09/05/2007 8 WAUSAU BUSINESS INS CO TBKZ91442966026 09/07/2006 09/07/2007 $1,000,000.0008 /31/2006 https://fortress.wa.gov/lni/bbip/Print.aspx 04/23/2010 WESTFIELD MALL AT SOUTHCENTER TENANT IMPROVEM NT 969 SOUTHCENTER Code Summary CODE SUMMARY: IBC 2006 - INCLUDING WASHINGTON STATE AMENDMENTS FULLY SPRINKLED BUILDING - TO BE SUBMITTED UNDER SEPARATE PERMIT. MECHANICAL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT ELECTRICAL DESIGN - TO ISE SUBMITTED UNDER SEPARATE PERMIT PLUMBING DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT. PERMIT TYPE - TENANT IMPROVEMENT AT EXISTING COVERED MALL !BUILD ING SITE INFORMATION: TENANT SPACE 260 TENANT ADDRESS: 969 SOUTHCENTER TUKWILA, WA 98188 TAX PARCEL NUMBER: 262304-W23 ZONING USE: TUC - TUK.WILA URBAN CENTER TENANT IMPROVEMENT SUMMARY: TOTAL SQUARE FEET: 844 S.F. OCCUPANCY GROUP: WESTFIELD MALL - 11 - COVERED MALL OCCUPANCY LOAD: OCCUPANCY LOAD FACTOR - 30 SF/ OCCUPANT 844 / 30 = 28 EGRESS REQUIREMENTS: PER TABLE 1015.1 THE MAXIMUM OCCUPANT LOAD FOR ONE EXIT WITHIN OCCUPANCY TYPE 'M' IS 49. (TABLE 10I5J) OCCUPANCY LOAD 15 28 THEREFORE OK MINIMUM CORRIDOR WIDTH OF 44" - EXISTING AND PROVIDED THEREFORE ACCEPTABLE EGRESS WIDTH - 28 (.15) = 42 INCHES - TWO PAIR OF 36" WIDE DOORS PROVIDED THEREFORE OK FIRE RESISTANCE REQUIREMENTS: CORRIDORS NOT REQUIRED TO BE 1-HOUR RATED PER TABLE 1011.1 FOR FULLY SPRINKLERS BUILDING IN OCCUPANCY TYPE B. DOORWAYS TO EXITS PASSAGEWAYS SHALL BE PROTECTED BY 1-1-1OUR FIRE DOOR 'ASSEMBLY THAT INCLUDES SELF CLOSING DEVICE - SECTION 4024.5.1 EACH TENANT SHALL BE SEPARATED BY A FIRE PARTITION IN ACCORDANCE TO SECTION 108. CONTRACTOR SHALL COORDINATE WITH BUILDING INSPECTOR FOR STAGGERING OF GYPSUM WALL BOARD ON TENANT DEMISING WALLS THAT HAVE PREVIOUSLY RECIEVED GYPSUM WALL BOARD ON ADJACENT TENANTS DEMISING WALL PLUMBING REQUIREMENTS: (PER TABLE 2902.1 WASHINGTON STATE AMMENDMENTS) SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD IS 50 OR LESS. OCCUPANT LOAD IS 28 THEREFORE OK NOT TO NAVE INDEPENDANT RESTROOMS WITHIN SPACE. Separate Permits THE FOLLOWING ITEMS SHALL E UNDER SEPARATE PERMIT: FIRE ALARM, FIRE SPRINKLER, SIGNAGE, MECHANICAL, ELECTRICAL, AND PLUMBING 514ALL BE UNDER SEPARATE PERMIT TO BE SUBMITTED BY CONTRACTOR SEPARATE PERMIT REQUIRED FOR: 18,MeChanical \t Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION General Notes 1. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND REGULATIONS OF ALL 'AUTHORITIES HAVING JURISDICTION OVER T14E WORK 2. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, LEASE LINES, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE BEGINNING WORK ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO TI-IE ATTENTION OF THE ARCHITECT IMMEDIATELY. 3. THE ARCHITECT WILL HAVE A REPRESENTATIVE ON SITE, AT SCHEDULED MEETINGS AND SITE VISITS TO OBSERVE THE CONSTRUCTION FOR COTIPLIANCE WITH THE DESIGN INTENT AND TO ASSIST TI-E CONTRACTOR IN RESOLVING VARIATIONS IN THE EXISTING CONSTRUCTION. THESE DOCUMENTS ADDRESS ALL KNOWN CONDITIONS, BUT IT IS ANTICIPATED TI-IAT HIDDEN CONDITIONS WILL SE 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. 4. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS (111-11C14 APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB AND SQUARE. 5. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. POSTED DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. 6. ALL ATTACHMENTS, CONNECTIONS AND FASTENINGS OF ANY NATURE AE TO BE PROPERLY AND FEWANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE !BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL. 1. DETAILS SHOWN IN THESE DRAWINGS ARE TYPICAL AND WILL APPLY UNLESS OTHERWISE NOTED OR SHOWN. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ARE TO BE OF THE SAME NATURE AS THOSE DRAM FOR SIMILAR CONDITIONS. a CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED, IN ITS ENTIRETY TO LEVEL OF SATISFACTION OF ARCHITECT. 9. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER 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 10. ALL INTERIOR G1.11B IS i" TYPE X ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTI4ERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR WATER RESISTANT GLUB. PROVIDE WATER RESISTANT (PAPERLESS) "TYPE X GlUB IN ALL TOILET ROOMS, WAREtUASH AND WET AREAS. 12. PROVIDE FINISH WALL 8E1-IIND ALL EQUIPMENT AND CASEWORK 13. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 14. PROVIDE ONE TYPE 5E-2A-105C FIRE EXTINGUISHER PER 3000 SF AND NOT MORE THAN 15 FT OF TRAVEL DISTANCE, 15- THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT AT NONRATED PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATES PARTITIONS. 16. WHERE 1-MAC OR OTHER MECHANICAL, ELECTRICAL, AND PLUMBNG ITEMS PENETRATE PARTITIONS, STUDS 81-1ALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS 51-IALL BE 5EALED TO PROVIDE FIRE, SMOKE, AND/OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 11. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. IS. RIF:NISH 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. 19. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 20.FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 21. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK Scope of Work SCOPE OF WORK SHALL INCLUDED THE TENANT IMPROVEM1N TO AN EXISTING VACANT SPACE WITHIN WESTFIELD MALL. WOW SAHLL INCLUDE, BUT NOT BE LIMITED TO, DEMOLTION OF EXSTNG EXTERIOR WALL AND STOREFRONT, EXISTING WALL BOARD AND FINISI4, ACOUSTICAL CEILING TILE AND LIGHTING, AND FLOORING NEW CONSTRUCTION IS TO INCLUDE THE NEXT CURTAIN WALL ENTRY AND DOORS, AS WELL AS NEW ACOUSTICAL CEILING TILE AND GRID, LIGHTING, FLOORING AND GW5 ON TENANT SIDE DEMISING WALL. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal ! and may include additional plan review fees. Drawing Index ARCHITECTURAL TO.0 TITLE - COVER SHEET A0.0 DEMOLITION PLAN AND DEMOLITION RCP A1.0 FLOOR PLAN AND RCP A2.0 SECTION, ELEVATION, AND DETAILS S1.0 HEADER PLAN, GENERAL NOTES, SPECIAL INSPECTIONS S1.1 SECTIONS AND DETAILS Vicinity Map Slackt ::S./61st ti• OPY Permit No. TV--10$11 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and •t • 1 -cknowledged: By Date: &P5)4 L. 2:3, 2_0 0 City Of TUkwila BUILDING DIVISION Project Directory WEA SOUTHCENTER LI-C 633 Southcenter Seattle, WA 98188 SENIOR GENERAL MANAGER: ANDREW CIARROCI-II T - 206246.0423 F - 206244.8601 MALL OPERATIONS: PAT !BURNS T - 206.246.0423 F - 2062448601 C - 206.1362011 FIBURNSGWESTFIELD.COM ARCHITECT S.M. STEMPER ARCHITECTS, 4000 Delriclge Wa9 SW Suite 200 Seattle, Washington 98106 CONTACT: UJAYNE JOI-INSON, PROJECT MANAGER (206) 624-2111 (206) 624-2913 FAX wasneesmstemper.com STRUCTURAL ENGINEER PETERSON STREHLE MARTNSON 2200 SIXTH AVE, SUITE 601 SEATTLE, WASI-INGTON, 98121 CONTACT: MUNI VIMAWALA T 206.622.4580 F - 206.622.0422 MUNIVGPSM-ENGINEERS.COM MAEpVpIE:VnEvD:0: CODE COMPLIANCE BUILDINN i iminni APR 1 5 2010 City 4 u(ja‘iwila Site Plan macy§ 4 LEVELS TENANT SPACE 969 SOUTHCENTER MerVYWS 2 LEVELS C\ NORDSTROM 3 LEVELS L 4mi:2w 4 3 LEVELS 1)104)87 633 Southeantar Parkway Tukwila. WA.. gaisa-naa 206-248-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, llth Floor Los Angeles, Califomia 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 TIPS DRAWING IS AN INSTRUMENT OF SERMCE, IS THE PROPERTY OF 1HE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION MID UNLESS 1HE REPRODUCTION CARRIES THE ARCHITECTS NAME. All DESIGN AND OTHER INFORMATION SWIM ON 'ME DRAWING ARE FOR USE ON 111E SPECIFIED PROJECT ONLY AND SHALL NOT BE GSM OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUM 200 • SEATTLE, WA 98106 (206) 624-2777 • FAX (206) 624-2973 ISSUE ISSUE PERMIT SET DATE: MARCH 31, 2010 DRAWN BY: SMSA CHECKED BY: SMSA TITLE - COVER SHEET RECEIVED APR 02 2010 PE e IT CENTER TO.0 SMSA #1022.03 EXISTING COLUMN TO REMAIN TENANT LEASE LINE EXISTING COLUMN TO REMAIN EXISTING DOOR TO REMAIN 11 j �� 0 II v EXISTING DOOR TO REMAIN TYP. EXIST. ADJACENT TENANT - NO WORK THIS AREA TENANT LEASE LINE TENANT RETAIL AREA 100 EXIST. ADJACENT TENANT - NO WORK THIS AREA -N r� 1 EXISTING COLUMN FUR AROUND WIN GWB AS REQUIRED LJ TENANT LEASE LINE EXISTING ELECTRICAL PANEL AND PHONE PATCH PANEL TO REMAIN RE: ELECTRICAL r—I L- -J 7Ln --1 86 EXISTING DOOR AND FRAME TO REMAIN PRIME PAINT DOOR AND FRAME TENANT LEASE LINE EXIST. CORRIDOR NO WORK THIS AREA N DEMO FLOOR PLAN 1/4" = 1' -0" NOTE: SEE FOR EDGGETIONS INFORMATION ANGLE 1/8" POP RIVET e ALL MEMBERS ONE WALL MAX 012 ga. VERTICAL WIRE STRUT TYPICAL CONTINUOUS �ll!IIIIIIII II I II II II II II IIIIIIII IIII IIII; II BOAS TICAL VERTICAL SEISMIC STRUT *12' O.0 112 ga. SPLAY WIRE BRACING N PLANE OF EACI -I RUNNER VERTICAL ANGLE OF 45' (12' OZ. N BOTH DIRECTIONS. 144 SQFT. MAX) START WITI -IN 4' OF WALL MAN ROSESR"T OR MAX. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi I PROVIDE 1/2 "SPACE OPPOSING WALL 012 HANGER WIRE e 4'- 0 "OC.NBOTI4 DIRECTIONS. ALL r TYP SPLAY WIRE TS O l4ANGERS AND I4AVE A MIN. OF 3 TURNS N 1" OF RUN CROSS TEE TYP MAN RUNNER CEILING SIESMIC BRACING DETAIL N.T.S. EXIST. ADJACENT TENANT - NO WORK THIS AREA -N EXIST. ADJACENT TENANT - NO WORK THIS AREA N EXIST. CORRIDOR NO WORK THI AREA EXIST. CORRIDOR NO WORK THIS AREA ---N REVIEWED FOR CODE COMPLIANCE ,APP = nvED APR 15 2110 City of Tukwila BUILDINGnivnclnro DEMO REFLECTED CEILING PLAN 1 /4" = 1' -0" DEMOLITION PLAN NOTES EXISTING GM AND WALL FINISI -HES TO BE DEMOLISHED IN THEIR ENTIRETY AND METAL STUD ASSEMBLY 514ALL BE PREPPED FOR NEW GWB ON TENANT SIDE PER WALL TYPE. EXISTNG BRICK FACADE AND WALL ASSEMBLY TO BE DEMOLISHED IN ITS ENTIRETY INCLUDING BUT NOT LIMITED TO, BRICK, SURFACE MOUTNED SIGN (AND POWER) METAL STUDS AND TRACKS, GWB, FLASHING, AND ANCHORS. EXISTING SHELVING TO BE DEMOLISHED N ITS ENTIREY. EXISTNG FLOORING TO BE DEMOLISHED IN ITS ENTIRETY, NCLUDNG, BUT NOT LIMITED TO, FLOORIN MATERIAL ADHESIVE, SEALANT, WALL BASE ETC. CONTRACTOR SHALL PREP CONCRETE SLAB TO RECEIVE NEW FLOORNG PER SCHEDULE. CONTRACTOR SHALL DEMOLISH IN ITS ENTIREY ALUMINUM STOREFRONT ENTRY, NCLUDNG BUT NOT LIMITED TO, PAIR OF DOOR, HARDWARE, ANCHORS, ALUMINUM FRAME, GLAZING, THRESI- IHOLD, ETC. CONTRACTOR SHALL REMOVE IN REUSABLE MANNER PER ELECTRICAL DRAWINGS EXISTING POWER RECEPTACLES, OUTLETS, SWITCHES FOR NEW POWER LAYOUT AND DESIGN TO ACCOMODATE WORK DESCRIBED HEREIN DEMOLITION GENERAL NOTES: 1: CONTRACTOR SHALL DEMO (IN A SALVAGEABLE MANNER) EXISTING FIRE ALARM DETECTOR AND STROBE WITHIN EACH VACANT SPACE AND REUSE AS PART OF NEW FIRE ALARM SYSTEM. (PER FIRE ALARM DESIGN) 2 CONTRACTOR 51-IALL PROTECT ADJACENT MALL CONCOURSE, TENANT SPACES, AND BACK OF HOUSE CORRIDORS FROM CONSTRUCTION DEBRIS, INCLUDING BUT NOT LIMITED TO, DUST, MATERIALS, TOOLS AND STAGNG AREAS, MANTANNG CLEAR ACCESS THROUGH CORRIDORS AND MAIN CONCOURSE. 3: CONTRACTOR SHALL MAINTAIN INTEGRITY OF EXISTING 1 -HOUR RATED CORRIDOR AT ALL TIME THROUGHOUT THE CONSTRUCTION OF THIS PROJECT. 4: CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF SPACE AND NOTIFY ARCHITECT OF MY CONFLICT WITH CONSTRUCTION DOCUMENTS. EXISTING CONDITIONS 51-1ALL INCLUDE BUT NOT BE LIMITED TO, ELECTRICAL, MECHANICAL, FLOORS, STRUCTURAL, AND WALL ASSEMBLIES. 5: BACK OF HOUSE CORRIDORS SHALL REMAIN FREE AND CLEAR OF ALL DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES. NO EXCEPTIONS. 6: CONTRACTOR SHALL RELOCATE ANY AND ALL FIXTURES, NCLUDING BUT NOT LIMITED TO, LIGHTING, OUTLETS, SWITCHES, FIRE ALARM STROBES/PULL STATIONS, THAT ARE ASSOCIATED WITH THE WALLS DESIGNATED TO BE DEMOLISHED. 1: PATCH. REPAIR AND RE -FN151-1 WALL SURFACES TO REMAN AS REQUIRED. 5: GENERAL CONTRACTOR TO VERIFY PARTITION TYPES TO BE DEMOLISHED (SLAB -TO -SLAB, FLOOR TO CEILING, DEMOUNTABLE, ECT.). 9: GENERAL CONTRACTOR TO VERIFY IF ANY DEMOLISHED WALLS OR COLUMN FURRINGS CONTAIN MECHANICAL OR PLUMBING AND ADVISE WESTFIELD. 10: ALL ADJACENT SURFACES DAMAGED DURNG DEMOLITION TO BE PAINTED, REPAIRED, AND PREPARED FOR NEW FINISHES. REPAIR AND REPLACE DAMAGED CEILING TILES AND GRID TO MATCH EXISTING U.ON. 11: REMOVE ALL ELECTRICAL, TELEPHONE, AND DATA OUTLETS, FIXTURES, PANELS, ECT. FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDNG CABLES, CONDUIT, WIRING, ECT. ALL THE WAY BACK TO THE ORIGNATNG SOURCE AT MAIN FLOOR TELEPHONE OR ELECTRICAL ROOMS. SEE ELECTRICAL DESIGN FOR FURTHER CLARIFICATION. 12: REMOVE ALL FLOOR AND WALL FINISHES AS NOTED. CLEAN AND PREP WALLS AND FLOORS FOR NEW FINISHES 0 DEMOLITION RCP NOTES 01 EXISTING DIFFUSER TO REMOVED FOR CONSTRUCTION AND REINSTALLED WITH NEW CEILINN TILE AND GRID. CONTRACTOR TO CLEAN AND VERIFY OPERATION AND FUNCTION PER MECHANCAL EXISTING SPRINKLER HEAD TO REMAIN. CONTRACTOR TO COORDINATE WITH FIRE ALARM CONTRACTOR AND VERIFY CORRECT HEAD, DESIGN, AND LAYOUT CF SPRINKLER HEAD FOR INSTALLATION OF NEW CEILING AND GRID PER NFPA GUIDELINES. 03 EXISTING SUSPENDED ACOUSTICAL TILE AND GRID TO BE DEMOLISHED IN ITS ENTIRETY. 0 EXISTING POWER OUTLETS TO BE DEMOLISHED IN THEIRS ENTIRETY. O EXISTING FLUORESCENT LIGHTS TO DEMOLISHED IN THEIR ENTIRETY, INCLUDING BUT NOT LIMITED TO FIXTURE, J- BOXES, CONDUIT, POWER ECT PER ELECTRICAL DESIGN. CONTRACTOR SHALL VERIFY WITH ELECTRICAL DESIGN AND TERMINATE POWER PER DESIGN. O EXISTING EXTERIOR SOFFIT TO BE DEMOLISHED TO ALL FOR DEMOLITION OF EXISTING STOREFRONT AND BRICK FACADE. KEY / LEGEND 0 X 0 IMES. ONOO MOD IMO EXISTING SPRINKLER TO BE DEMOLISHED AND /OR RELOCATED PER FIRE SPRINKLER DESIGN EXISTING DIFFUSER TO BE REMOVED FOR CONSTRUCTION PURPOSES EXISTING DIFFUSER/RETURN GRILL TO BE REINSTALLED, CLEANED AND VERIFIED FOR FUNCTIONAL OPERATION PER MECHANICAL EXISTING FLUORESCENT LIGHTS TO BE DEMOLISHED 2 X 4 RECESSED FLOORESCENT LIGHTING PER ELECTRICAL RECESSED DOWN LIGHT PER ELECTRICAL EXISTING WALL TO REMAIN WALL TO BE DEMOLISHED SUSPENDED ACOUSTICAL CEILING TILE AND GRID EXISTNG SUSPENDED ACOUSTICAL TILE AND GRID TO BE DEMOLISHED IN ITS ENTIRETY 11 11 v s 11 EXISTING ALUMINUM ENTRY DOOR FRAME AND HARDWARE TO BE DEMOLISHED IN ITS ENTIRETY EXISTING DOOR TO REMAN EXISTING ELECTRICAL PANEL TO REMAIN CEILING MOUNTED EXIT SIGN ROOM PINI514 SCHEDULE ROOM NORTH EAST SOUTI-4 WEST CLG. FLOOR BASE REMARKS NO. 1 NAME MAT. FIN. MAT. FIN. MAT. FN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. 100 TENANT SPACE C -WALL MANUF. GM PRIMER GLIB PRIMER GLIB PRIMER ACT MANUF. LAMINATE - RB 1,2,3, REMARKS 1. NORTH WALL SHALL INCLUDE THE PRIMER ON MB AT JAMBS AS WELL AS SOFFIT. MAJORITY OF WALL IS CURTAIN WALL 2. ALL GM WALLS SHALL RECEIVE LEVEL 4 FINISH 3. CONTRACTOR SHALL PREP CONCRETE SLAB, INCLUDING BUT NOT LIMTED TO GRINDING AND UNDERL.AYMENT TO ACHIEVE SMOOTH AND LEVEL FINISH FOR LAMINATE FLOORING. ABBREVIATIONS RECEIVED APR 0 2 2010 PERMIT CENTER SYMBOL DESCRIPTION ACT -1 GWB RB C -WALL ACOUSTICAL CEILING TILE 2X4 GYPSUM WALL BOARD RUBBER BASE CURTAIN WALL WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INS1RUYENT OF SERVICE, IS THE PROPERTY OF' THE ARCHITECT AND NAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. AU. DESIGN AND OTHER PIFCRMATION SHOWN ON IHE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERYASE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SU1TI 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 z cw w 0 0_ z z z w ISSUE ISSUE PERMIT SET DATE: MARCH 31, 2010 DRAWN BY: SMSA CHECKED BY: SMSA DEMO FLOOR PLAN AND DEMO REFLECTED CEILING PLAN A0.0 SMSA #0923 EXISTING COLUMN TO REMAIN EXISTING DOOR TO REMAIN EXIST. ADJACENT TENANT - NO WORK TH15 AREA —N` EXISTING COLUMN FUR AROUND WITH GLIB AS REQUIRED TENANT LEASE LINE 11 r- s EXISTING ELECTRICAL PANEL AND PHONE PATCH PANEL TO REMAN RE: ELECTRICAL NORTH REMOVE EXIST. GM FOR SECURE CONNECTION TO FRAMNG AND CAULK PERIMETER METAL STUD FRAMING AT EACH STUD CONNECTED BACK TO EXIST METAL STUD FRAMING METAL STUD BOXED HEADER - RE: STRUCTURAL 2' -9 1/2" 9 v TENANT TAIL TY 100 ±19' -1" TENANT LEASE LINE 6 A1.0 ALUM. THRESHOLD TYR 01 02 EXIST. CORRIDOR NO WORK THI AREA TENANT LEASE LINE EXIST. CORRIDOR NO WORK T1415 AREA FLOOR PLAN 1/4" =1' -0" C OF EXISTING COLUMN 1EMETAL STUD ER HHHHHHHHH7k]IHI SUSPENDED ACOUSTICAL CEILING TILE AND GRID 5/8° GWB - PAINTED SEALANT EACH SIDE - TYPICAL +1' -2° ±1 HEAD DETAIL 1 1 /2" = 1' -0" EXISTING COLUMN TO REMAIN EXISTING DOOR TO REMAIN TENANT LEASE LINE EXIST. ADJACENT TENANT - NO WORK TH15 AREA —N. EXISTING METAL STUD SOFFIT FRAMING TO REMAN - SHORE AS REQUIRED FOR DEMOLITON OF EXISTING: BRICK FACADE 5/8" EXTERIOR SHEATHING WITH SCRATCH COAT AND =FINISH TO MATCH ADJACENT SOFFIT B.O. EXIST. SOFFIT 10' -0° AFF METAL CASING BEAD TYPICAL - TYPICAL EACH SIDE 6" ALUMINUM CURTAIN WALL FRAME INSULATED GLAZING IN ALUMNUI 1 CURTAIN WALL EXISTING DOOR AND FRAME TO REMAN PRIME PANT DOOR AND FRAME REMOVE EXIST. GWB FOR SECURE le CONNECTION TO FRAMING AND CAULK PERIMETER�;�,. TYP. OF (5) EXIST. ADJACENT TENANT NO WORK THIS AREA N 'TENANT TAI 1 AREA NTT EXIST. ADJACENT TENANT - NO WORK 11415 AREA EXIST. CORRIDOR NO WORK 11H1 AREA —\ REVIEWED FOR CODE COMPLIANCE ttx®gZfVED b r< i3 2010 City of Tukwila BUILDING DIVISION EXIST. CORRIDOR NO WORK THIS AREA —N g OF EXISTING: COLUMN 48" METAL STUD BOXED HEADER - RE: STRUCTURAL TYPE X DRYWALL 111111111111111111111101111 SUSPENDED ACOUSTICAL CEILING TILE AND GRID 5/8 GUS - PANTED SEALANT EACH SIDE - TYPICAL ±1 1/z' EXISTING METAL STUD SOFFIT FRAMING TO REMAN SHORE AS REQUIRED FOR DEMOLITON OF EXISTING BRICK FACADE 5/8° EXTERIOR SHEATHING WITH SCRATCH COAT AND FINISH TO MATCH ADJACENT SOFFIT B.O. EXIST. SOFFIT 10'-0' AFF METAL CASING BEAD TYPICAL EACH END SEALANT TYPICAL EACH SIDE —6" ALUMINUM CURTAIN WALL FRAME HEAD DETAIL 1 1 /2" = 1' -0" NSULATED GLAZING N ALUMINUM CURTAIN WALL REFLECTED CEILING PLAN 1/4" = 1' -0" EXISTING METAL STUD WALL ASSEMBLY EXISTNG STEEL COLUMN TO REMAN 1ST. BRICK FACADE TO REMAN SEALANT - TYPICAL EACH SIDE 6" CURTAN WALL JAMB FRAME 1' INSULATED GLAZING TYPICAL JAMB DETAIL 1 1 /2" = 1' -0" LOCKING AT JAMB AS R1=Q JIBED QOF EXISTING COLUMN AND NEW HEADER 6/8" TYPE 'X' GWB 4" METAL STUD FRAMING PLAN NOTES: 03 CONTRACTOR SHALL REPLACE GWB AT TENANT DEMISING WALL AND TO MAINTAIN 1 -14OUR RATED ASSEMBLY PER WALL TYPE AND TENANT DEMISING WALL CRITERIA. CONTRACTOR 514ALL PROVIDE LEVEL 4 FINISH PRIMER AT ALL ELECTRICAL FIXTURES INCLUDING BUT NOT LIMITED TO, ELECTRICAL PANELS, LIGI4TING, SWITCHES ARE 5HOWN FOR REFERENCE ONLY AND SHALL BE COORDINATED WITH ELECTRICAL PERMIT AND REQUIREMENTS. CONTRACTOR SHALL REPLACE ALL DAMAGED RECEPTACLES, COVER PLATES, AND SWITCHES AS PART OF ELECTRICAL SCOPE OF WORK GLASS TENANT STOREFRONT SHALL MEET OR EXCEED ALL ADA EGRESS REQUIREMENTS SET FORTH BY FEDERAL, STATE, AND LOCAL JURISDICTIONS HAVING AUTHORITY CONTRACTOR SHALL FURNI5H AND INSTALL SELF LEVELING CONCRETE LNDERLAYMENT TO LEVEL FLOOR SLAKE N PREPARATION TO RECEIVE NEW FLOOR MATERIAL. 0 RCP NOTES: 01 (E) DIFFUSER TO REMAIN - CONTRACTOR SHALL CLEAN AND VERIFY OPERABILITY AND REPAIR AS REQUIRED FOR COMPLETE OPERATION. O (E) SPRINKLER HEAD TO REMAIN SPRINKLER CONTRACTOR SHALL VERIFY COVERAGE, HEAD TYPE, AND DESIGN PER LOCAL JURISDICATION AND REVISE ACCORDINGLY 03 RECESSED DOWN LIGHTS CI 2 X 4 RECESSED FLUORESCENT LIGHT FIXTURES PER ELECTRICAL - PROVIDE NECESSARY EMERGENCY PATHWAY LIGHTING WITH APPROPRIATE BALLAST AND BATTERY BACK UP. O SUSPEND ACOUSTICAL CEILING TILE AND GRID AT 10' -0" AFF. O CEILING MOUNTED EXIT LIGHT 01 CONTRACTOR SHALL PATCH SOFFIT WITH /s" EXTERIOR SHEATHING AND SCRATCH COAT TO MATCH ADJACENT SOFFIT N TEXTURE, COLOR, AND FINISH. 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. NEW FINISHES SHALL MATCH ADJACENT FNISHES WHERE THEY JOIN TOGETHER CONTRACTOR SHALL MAKE CLEAN AND PRECISE TRANSITIONS FROM EXISTING MATERIALS TO NEW MATERIALS. MATERIALS INCLUDE BUT NOT LIMITED TO: WALLS, CEILING, FLOORING, BASE, TRIM, AND PANTING. 3. WALL TYPES SHALL EXTEND TO STRUCTURE ABOVE UNLESS NOTED OTHERWISE IN WALL TYPES. 4. EXISTING WALLS ADJACENT TO TENANT SPACE SHALL REMAIN- LEAVNG MIN. 6" GAP AT TOP OF WALL FOR PROPER PLENUM AIR FROM FINISH WALL PER FNISH SCHEDULE. 5. DATA/ELECTRICAL ARE SHOWN FOR REFERENCE ONLY. ELECTRICAL DESIGN SHALL BE SUBMITTED BY CONTRACTOR AND PERMITTED UNDER SEPARATE PERMIT. 6. ALL MATERIALS SHALL BE NON - COMBUSTIBLE AND /OR SHALL COMPLY WITH THE REQUIRED FLAME SPREAD OR SMOKE DEVELOPED NDEX FOR TYPE II CONSTRUCTION. ALSO ANY WOOD COMPONENTS USED 5HALL BE FIRE RETARDENT TREATED WOOD. (IBC 402.154, 602, 603, 4 2604) 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS WELL AS LEASE LNES PRIOR TO CONSTRUCTION ANY DISCREPANCIES 51-1ALL BE BROUGHT TO THE ATTENTION OF WESTFIELD FOR CLARIFICATION!. a 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. 9. ELECTRICAL CONTRACTOR SHALL PROVIDE REQUIRED LIGHTING FOR EMERGENCY EGRESS PATHWAY LIGI4TING IN ACCORDANCE WITH LOCAL JURISDICTION HAVING AUTHORITY. DR. NO ROOM LOCATION DOOR STYLE SIZE W x H THK. DOOR MATL. FRAME MATL. RATING DETAILS HDWR GROUP NOTES HEAD JAMB THRESH 100 EXTERIOR ENTRY STOREFRONT PR 3' -0" x 9' -1" 2" ALUMINUM ALUM. NR 4 /A1.0 8/A2.0 6/A2.0 1 2 ,3,6,1 101 TENANT /CORRIDOR FLUSH 3' -0" x 1' -0" 1 3/4" EXISTING HM 1 -14R - - - 2 1,4,5 SCHEDULE NOTES: 1: EXISTING HOLLOW METAL FRAME TO BE PRIMED FOR PANT UNLESS NOTED OTHERWISE 2: FURNISI -I AND INSTALL THRESHHOLD SET IN SEALANT (SIKH -FLEX) AT ALL EXTERIOR DOORS 3. GLASS DOORS SHALL BE CLEAR FULLY TEMPERED SAFETY GLASS MEETING ALL REQUIREMENTS FOR GLASS DOORS NCLUDED ADJACENT BORROWED LITE& 4. EXISTING DOOR SHALL BE PRIMED FOR PANT 5. EXISTING DOOR HARDWARE KNOB SHALL BE REPLACED TO A LEVER TYPE HANDLE THAT MEETS ADA REQUIREMENTS. 6. DOOR OPENING SHALL INCLUDE SIGN ABOVE DOOR READING "THIS DOOR TO REMAIN UNLOCKED WHEN BUIDLNG IS OCCUPIED ", NCLUDING, LOCKING DEVICE THAT IS READILY DISTINGUISHED AS LOCKED. 1. DOOR SHALL BE CONSTRUCTED OF HEAVY WALL THICKNESS DUE TO HEIGHT CONSIDERATION NOTES: 1 SEE SCHEDULE AND SPECIFICATIONS FOR HARDWARE, GASKETNG, AND SEALS PER HARDWARE GROUP. 2. SEE SCHEDULE FOR FIRE RATING. 3. THRESHOLDS TO BE 1/2" HIGH MAX. (TYP.) 4. PROVIDE LEVER TYPE I•4ANDLES, MOUNTED AT 38" AFF. AT SPACES SCHEDULED TO BE ACCESSIBLE PER ADA CODE, TYP. EXIST. BRICK FACADE TO REMAN SEALANT - TYPICAL EACH SIDE 6" CURTAIN WALL JAMB FRAME In INSULATED GLAZING TYPICAL BLOCKING AT JAMB AS REQUIRED CE OF EXISTING COLUMN AND NEW HEADER METAL STUD POST RE: STRUCTURAL 5/8" TYPE X' GU 4' METAL_ STUD FRAMING JAMB DETAIL HARDWARE GROUPS GROUP 1 - GLASS DOOR 100 ENTRY DOOR 2 QTY. SINGLE ACTING CONTINUOUS HINGE 1 QTY. CONTNUOUS THRESHOLD 1 SET. WEATHERSTRIPPNG 2 QTY. CLOSER - LCN 4040 1 QTY. COORDINATOR FOR PAIR OF DOORS 2 QTY. FLOOR STOPS 1 PAIR KAWNEER FLUSH BOLTS (INACTIVE LEAF) 1 SET. DEADLOCK WITH TWO 15/32" DIA. 5 PN. CYLINDER (ACTIVE LEAF) 2 QTY. SURFACE MOUNTED DOOR SWEEP. GROUP 2 -DOOR 101 EXISTNG DOOR TO CORRIDOR 1 QTY - LEVER TYPE HANDLE TO MEET ADA REQUIREMENTS EXISTING METAL. STUD WALL ASSEMBLY 1 1/2" = 1' -0" WALL TYPES WALL TYPE I (I -HR RATED) UL DESIGN • U -465 - EXISTING 5/8U TYPE X GUS - EXISTNG METAL STUD FRAMING - 5/8" TYPE X GWJB AT TENAT SPACE - WALL SHALL CONTINUE UP TO STRUCTURE W/ GM STOPPING 6" FROM STRUCTURE CONTRACTOR SHALL VERIFY THE STATUS OF GLUES WITHN TENANT SPACE TO MEET MEET 1 -HR RATED ASSEMBLY REQUIREMENT. RECEIVED APR 0 2 2010 PERMIT CENTER 933 Soutbeener Parkway Tuku9a. WA.. 98188 -2088 200 -248 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, Califomia 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INS1RUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WTHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AHD OTHER WFORYAMON SHOW? ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERVASE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW Surr.6 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 WESTFIELD MALL AT SOUTHCENTER ISSUE z w w O z z z w ISSUE PERMIT SET DATE: MARCH 31, 2010 DRAWN BY: SMSA CHECKED BY: SMSA FLOOR PLAN AND REFLECTED CEILING PLAN A1.0 SMSA #1022.03 EXIST. STRUCTURE 1/•11QT T/9 L'�LM A 111 EXIST. METAL ROOF DECK / -11,4/ 1_., -tl,. vv iv 1 1 v F \H.1 If't11`1 /..UNI.1 1 IGI IUF .t'tI' 1 V 1w•1 11-i1IN \ . . NA Allhb■ E E a o L, . \ T � 7 S i t - - I I � lomm�1 .�Awu .i•■ i■Y1f■I E EXIS' '��� I�YYI (E) METAL STUD I � A �wi PAINTED GWB - Z� E EX IS ∎� ��.. %" TYPE 'X' GWB = PAINTED GWB FURRING AROUND ∎ ∎� '■wANNA• T TEN>a t I swag S '��. � � .m.. ...1 ���� • ■- 1 I ■ • 1 OVERALL BUILDING SECTION / 1/4" = 1 -0 EXIST. CONCRETE SLAB ON GRADE - CONTRACTOR SHALL PREPARE SLAB FOR FINISH FLOORING 1 1 1 1 EXISTING % " ' \ \, BRICK FACADE TO 1 1 // \\7;','' EXI. REMAIN 1 1 /' x\ FAC \ \ ' \ / / 1 \ \ \ / 1 / 1 \ / / // ,'r '' // \ \ \/ 611 / / I ( 1 INSUI / / // 1 \\ 1 / I \ / ' \ / \ \ J L•' / \ / \\ 6 1 SIM 8 �® \ \''' 1 .; // 8 rm. 1 5 =moos , \ \ A1.0 A2.0 1 A20 L\\: %�' �/ A2.0 A1.0 A1.0 \ / \ rte'° f r ' / / / / \ / EXISTING DOOR TO REMAIN ELEVATION 1/2" = 1' -0" 1" INSULATED GLAZING TYPICAL 6" CURTAIN FRAMING VERTICAL MULLION 61' CURTAIN FRAMING SILL SEALANT - TYPICAL EACH SIDE STAINLESS STEEL SILL PAN - SET IN SEALANT FINISH FLOOR RE: SCHEDULE EXIST. CONCRETE SIDEWALK GRIND BACK SMOOTH CONCRETE AT LOCATION OF DEMOLISHED WALL TO LINE UP WITH CURTAIN WALL EXIST. CONCRETE SLAB ON GRADE PAIR OF 3' -0" X 9' -1" ALUMINUM ENTRY DOOR WITH GLAZING MEDIUM STILE Y4" SAFETY GLAZING - TYPICAL ALL DOORS ALUMINUM ENTRY DOOR MEDIUM STILE DOOR SWEEP ALUMINUM THRESHOLD - SET IN SEALANT FINISH FLOOR RE: SCHEDULE DETAIL 3" = 1' -0" t•. BRICK VENEER WALL ASSEMBLY MA IN r. STUCCO SOFFIT FRAMING MA IN . BRICK COLUMN MAIN T FRONT IRST LEVEL FF BA. EXIST. SOFFIT TING BRICK E TO REMAIN 011011 10' -0" HEAD HEIGHT 11.011 UMNUM CURTAIN WALL ATED GLAZING TYP. EXIST. CONCRETE SIDEWALK GRIND BACK SMOOTH CONCRETE AT LOCATION OF DEMOLISHED WALL TO LINE UP WITH CURTAIN WALL EXIST. CONCRETE SLAB ON GRADE FINISH FLOOR OI -17111 • DETAIL 3" = 1' -0" REMOVE EXIST. GUB FOR SECURE CONNECTION TO FRAMING AND CAULK PERIMETER METAL STUD FRAMING CONNECTED BACK TO EXIST. METAL STUD FRAMING METAL STUD BOXED HEADER - RE: STRUCTURAL SUSPENDED ACOUSTICAL CEILING TILE AND GRID SEALANT EACH SIDE - TYPICAL EXISTING FURRED OUT COLUMN TO REMAIN MMMMMMMMMMMMII: 5 A2.0 SEALANT EACH SIDE TYPICAL EXIST. CONCRETE SLAB ON GRADE EXISTING METAL STUD SOFFIT FRAMING TO REMAIN - SHORE AS REQUIRED FOR DEMOLITON OF EXISTING BRICK FACADE BA. EXIST. SOFFIT 101 -01' AFF 6" ALUMINUM CURTAIN WALL FRAME INSULATE GLAZING N ALUMINUM CURTAIN WALL WALL SECTION 1" = 1' -0" 1" INSULATED GLAZING TYPICAL 6" CURTAIN WALL FRAMING 6" CURTAIN FRAMING VERTICAL MULLION 1" INSULATED GLAZING TYPICAL 6" ALUMINUM CURTAIN WALL FRAME EXISTING BRICK FACADE BEYOND INSULATE GLAZING IN ALUMINUM CURTAIN WALL 6" ALUMINUM CURTAIN WALL FRAME FIRST LEVEL FF 01 -0" EXISTING CONCRETE SIDEWALK TO REMAIN 1 DETAIL 3" = 1' -0" REMOVE EXIST. GM FOR SECURE CONNECTION TO FRAMING AND CAULK PERIMETER. METAL STUD BOXED HEADER RE: STRUCTURAL SUSPENDED ACOUSTICAL CEILING TILE AND GRID SEALANT EACH SIDE - TYPICAL EXISTING FURRED OUT COLUMN TO REMAIN EXIST. CONCRETE SLAB ON GRADE iJ MMMMMMMIII IMMMI EXISTING METAL STUD SOFFIT FRAMING TO REMAIN - SHORE AS REQUIRED FOR DEMOLITON OF EXISTING BRICK FACADE BA. EXIST. SOFFIT 101 -0" AFF 6" ALUMINUM CURTAIN WALL FRAME INSULATE GLAZING IN ALUMINUM CURTAIN WALL ALUMINUM DOOR STOP ADAPTER AND WEATHERSTIPPNG RE: MANUF. 6" CURTAIN WALL FRAMING SILL BELOW 1" INSULATED GLAZING CONTINUOUS SS HINGE ALUMINUM ENTRY POOR WITH 74" SAFETY GLAZING WALL SECTION 1" =1' -0" NOTES: 1. ALUMINUM CURTAIN WALL SHALL BE KAWNEER 1600 (2 1/2" X 6U), FRONT GLAZED WITH In INSULATED GLAZING TO MATCH EXISTING CURTAIN WALL SYSTEMS AT MALL 2. ENTRANCES SHALL BE MEDIUM STYLE, SHAPE, SIZE, COLOR HARDWARE (UN.O.) WITH WIDE STYLE FRAME INCLUDING 10" BOTTOM RAIL KAUNEER 500 STANDARD ENTRANCE. GLAZING WITHIN DOORS SHALL BE 1 / 4" TEMPERED GLAZING_ 3. PUSH AND PULL HARDWARE SHALL BE KAWNEER TYLE CO- 12 /CP -II . 4. ALL ALUMINUM AND FF. GALVANIZED SHEET METAL FINISH SHALL BE 'SANDSTONE' TO MATCH EXISTING FINISHES. 5. GLAZING SHALL BE SOLARBAN 10, VISIBLE LIGHT TRANSMISSION 63%, U -VALUE WINTER - 029, U -VALUE SUMMER - 021, 514GC: 021 AND SHADING COEFFICIENT OF 031 6. SEALANT AT DOORS SHALL BE DOW CORNING 190 - 'NATURAL STONE'. 6" ALUMINUM CURTAIN WALL HEAD FRAME -WITH ALUMINUM DOOR STOP EXISTING BRICK FACADE BEYOND ALUMINUM ENTRY DOOR AND GLAZING ALUMINUM THRESHOLD - SET IN SEALANT FIRST LEVEL FF 01 -0" EXISTING CONCRETE SIDEWALK TO REMAIN CODE VIE EDFo� CO PLI ANCE even APB 15 2010 City of Tukwila BUILDING nilim m RECEIVED APR 0 2 2010 PERMIT CENTER 633 Southcent Parkway Tukwila. WA., 98188 -2888 206 -248 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, Califomia 90025 -1748 Telephone 310478 4456 Facsimile " 310 478 4468 THIS DRAWING IS AN INS1RUMENT OF SERVICE, IS TIE PROPERTY OF 1HE ARCHITECT AND MAY NOT BE REPRCOUCED W11H0UT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON 1HE DRAWING ARE FOR USE ON THE SPECWIED PRO.ECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 624 -2777 - FAX (206) 624 -2973 z W w 0 C 0_ z z z w ISSUE ISSUE PERMIT SET DATE: MARCH 31, 2010 DRAWN BY: SMSA CHECKED BY: SMSA STOREFRONT ELEVATION AND DETAILS A2.0 SMSA #1022.03 EXISTING DOOR TO REMAIN ELEVATION 1/2" = 1' -0" 1" INSULATED GLAZING TYPICAL 6" CURTAIN FRAMING VERTICAL MULLION 61' CURTAIN FRAMING SILL SEALANT - TYPICAL EACH SIDE STAINLESS STEEL SILL PAN - SET IN SEALANT FINISH FLOOR RE: SCHEDULE EXIST. CONCRETE SIDEWALK GRIND BACK SMOOTH CONCRETE AT LOCATION OF DEMOLISHED WALL TO LINE UP WITH CURTAIN WALL EXIST. CONCRETE SLAB ON GRADE PAIR OF 3' -0" X 9' -1" ALUMINUM ENTRY DOOR WITH GLAZING MEDIUM STILE Y4" SAFETY GLAZING - TYPICAL ALL DOORS ALUMINUM ENTRY DOOR MEDIUM STILE DOOR SWEEP ALUMINUM THRESHOLD - SET IN SEALANT FINISH FLOOR RE: SCHEDULE DETAIL 3" = 1' -0" t•. BRICK VENEER WALL ASSEMBLY MA IN r. STUCCO SOFFIT FRAMING MA IN . BRICK COLUMN MAIN T FRONT IRST LEVEL FF BA. EXIST. SOFFIT TING BRICK E TO REMAIN 011011 10' -0" HEAD HEIGHT 11.011 UMNUM CURTAIN WALL ATED GLAZING TYP. EXIST. CONCRETE SIDEWALK GRIND BACK SMOOTH CONCRETE AT LOCATION OF DEMOLISHED WALL TO LINE UP WITH CURTAIN WALL EXIST. CONCRETE SLAB ON GRADE FINISH FLOOR OI -17111 • DETAIL 3" = 1' -0" REMOVE EXIST. GUB FOR SECURE CONNECTION TO FRAMING AND CAULK PERIMETER METAL STUD FRAMING CONNECTED BACK TO EXIST. METAL STUD FRAMING METAL STUD BOXED HEADER - RE: STRUCTURAL SUSPENDED ACOUSTICAL CEILING TILE AND GRID SEALANT EACH SIDE - TYPICAL EXISTING FURRED OUT COLUMN TO REMAIN MMMMMMMMMMMMII: 5 A2.0 SEALANT EACH SIDE TYPICAL EXIST. CONCRETE SLAB ON GRADE EXISTING METAL STUD SOFFIT FRAMING TO REMAIN - SHORE AS REQUIRED FOR DEMOLITON OF EXISTING BRICK FACADE BA. EXIST. SOFFIT 101 -01' AFF 6" ALUMINUM CURTAIN WALL FRAME INSULATE GLAZING N ALUMINUM CURTAIN WALL WALL SECTION 1" = 1' -0" 1" INSULATED GLAZING TYPICAL 6" CURTAIN WALL FRAMING 6" CURTAIN FRAMING VERTICAL MULLION 1" INSULATED GLAZING TYPICAL 6" ALUMINUM CURTAIN WALL FRAME EXISTING BRICK FACADE BEYOND INSULATE GLAZING IN ALUMINUM CURTAIN WALL 6" ALUMINUM CURTAIN WALL FRAME FIRST LEVEL FF 01 -0" EXISTING CONCRETE SIDEWALK TO REMAIN 1 DETAIL 3" = 1' -0" REMOVE EXIST. GM FOR SECURE CONNECTION TO FRAMING AND CAULK PERIMETER. METAL STUD BOXED HEADER RE: STRUCTURAL SUSPENDED ACOUSTICAL CEILING TILE AND GRID SEALANT EACH SIDE - TYPICAL EXISTING FURRED OUT COLUMN TO REMAIN EXIST. CONCRETE SLAB ON GRADE iJ MMMMMMMIII IMMMI EXISTING METAL STUD SOFFIT FRAMING TO REMAIN - SHORE AS REQUIRED FOR DEMOLITON OF EXISTING BRICK FACADE BA. EXIST. SOFFIT 101 -0" AFF 6" ALUMINUM CURTAIN WALL FRAME INSULATE GLAZING IN ALUMINUM CURTAIN WALL ALUMINUM DOOR STOP ADAPTER AND WEATHERSTIPPNG RE: MANUF. 6" CURTAIN WALL FRAMING SILL BELOW 1" INSULATED GLAZING CONTINUOUS SS HINGE ALUMINUM ENTRY POOR WITH 74" SAFETY GLAZING WALL SECTION 1" =1' -0" NOTES: 1. ALUMINUM CURTAIN WALL SHALL BE KAWNEER 1600 (2 1/2" X 6U), FRONT GLAZED WITH In INSULATED GLAZING TO MATCH EXISTING CURTAIN WALL SYSTEMS AT MALL 2. ENTRANCES SHALL BE MEDIUM STYLE, SHAPE, SIZE, COLOR HARDWARE (UN.O.) WITH WIDE STYLE FRAME INCLUDING 10" BOTTOM RAIL KAUNEER 500 STANDARD ENTRANCE. GLAZING WITHIN DOORS SHALL BE 1 / 4" TEMPERED GLAZING_ 3. PUSH AND PULL HARDWARE SHALL BE KAWNEER TYLE CO- 12 /CP -II . 4. ALL ALUMINUM AND FF. GALVANIZED SHEET METAL FINISH SHALL BE 'SANDSTONE' TO MATCH EXISTING FINISHES. 5. GLAZING SHALL BE SOLARBAN 10, VISIBLE LIGHT TRANSMISSION 63%, U -VALUE WINTER - 029, U -VALUE SUMMER - 021, 514GC: 021 AND SHADING COEFFICIENT OF 031 6. SEALANT AT DOORS SHALL BE DOW CORNING 190 - 'NATURAL STONE'. 6" ALUMINUM CURTAIN WALL HEAD FRAME -WITH ALUMINUM DOOR STOP EXISTING BRICK FACADE BEYOND ALUMINUM ENTRY DOOR AND GLAZING ALUMINUM THRESHOLD - SET IN SEALANT FIRST LEVEL FF 01 -0" EXISTING CONCRETE SIDEWALK TO REMAIN CODE VIE EDFo� CO PLI ANCE even APB 15 2010 City of Tukwila BUILDING nilim m RECEIVED APR 0 2 2010 PERMIT CENTER 633 Southcent Parkway Tukwila. WA., 98188 -2888 206 -248 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, Califomia 90025 -1748 Telephone 310478 4456 Facsimile " 310 478 4468 THIS DRAWING IS AN INS1RUMENT OF SERVICE, IS TIE PROPERTY OF 1HE ARCHITECT AND MAY NOT BE REPRCOUCED W11H0UT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON 1HE DRAWING ARE FOR USE ON THE SPECWIED PRO.ECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 624 -2777 - FAX (206) 624 -2973 z W w 0 C 0_ z z z w ISSUE ISSUE PERMIT SET DATE: MARCH 31, 2010 DRAWN BY: SMSA CHECKED BY: SMSA STOREFRONT ELEVATION AND DETAILS A2.0 SMSA #1022.03 GENERAL. NOTES E SPECIAL INSPECTIONS THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE International Building Code ((BC) 2006 STRUCTURAL. LOADS WIND LOADS: Basic wind speed, V3s = 90mph Wind importance factor, Iw = 1.00 Wind exposure: 'B' Kzt = 1.0 ANQHORAGE TO HARDENED CONCRETE Where expansion anchors are specified, use "Hilti Kwik Bolt re (reference ICC Report ESR- 1917.) Where epoxy anchors are specified, use 'Hilti HIT -RE 500 -SD' or 'Simpson SET -XP' (reference ICC Report ESR -2322 and ESR- 2508). Where screws anchors a re specified use 'Simpson Titen HD' (reference ICC report ESR- 2713). 'Hilti HiT -RE 500', 'Hilt' HY -150 ", and 'Simpson SET' may not be used, unless specifically pre- approved by the Structural Engineer. Use ASTM A193 Grade B7 threaded rod, unless otherwise noted. Holes must be leaned of dust and debris and be free of standing water when epoxy is installed. Special inspection of epoxy anchors is required. Do not cut any reinforcing bars to install anchors. Defective holes shall be filled solid with epoxy. For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describ ng the anchors and listing ICC approved allowable shear and tension values. STRUCTURAL STEEL Channels, angles, and plates to be ASTM A36, Fy=36 ksi. All steel except steel embedded in concrete shall be given one shop coat of approved paint. Welds to be 3/16' minimum continuous fillet, by certified welders using E7Oxx electrodes. All welding shall be performed in strict adherence to a written welding procedure specification (WPS) per AWS D1.1. M welding parameters shall be within the electrode manufacturer's recommendations. Welding procedures shall be submitted to the owner's testing agency for review before starting fabrication or erections. Copies of the WPS shall be on site and available to all welders and the special inspector. COLD FORMED STEEL (CFS) Cold formed carbon or low -alloy steel framing members shall be manufactured by a member of the Steel Stud Manufacturers Association, SSMA, and shall comply with ICC report ER- 4943P. All material shall be galvanized and conform to ASTM A653. All 12 14, and 16 gauge (97, 68 and 54 mils thick, respectively) material shall be Grade 50 (fy= 50 ksi). All 18, 20, 22, and 25 gauge (43, 33, 27 and 18 mils thick, respectively) material shall be Grade 33 (fy = 33 ksi). The design, installation and construction of load- bearing and non load - bearing steel framing shall be in accordance with the current AISI Specification. Between joist supports, provide bridging as follows: SPAN Up to 14 ft 14 ft to 20 ft 20 ft to 26 ft Min. No. of Rows 1 row at mid -span 2 rows at 1/3- points 3 rows at 1 /4- points Joists (roof, floor & ceiling as applicable) and track members shall be un- punched. Minimum thickness of top & bottom wall track and blocking shall be at least the same gauge as the wall studs attached to it. COLD FORMED STEEL (CFS) CONNECTORS Screws shall be self - drilling, thread- cutting tapping screws conforming to SAE J78, with ICC approval. Penetration of screws through joined materials shall not be less than 3 exposed threads. Maximum screw spacing shall be no greater than 12" oc. Where plans and details specify i8, #10 & #12 screws, they shall have the following properties: #8 = 0.164" dia., 12 threads /inch (8 -12) #10 = 0.190" dia., 16 threads /inch (10 -16). #12 = 0.216" dia., 14 threads /inch (12 -14) Welding of CFS framing shall conform to the requirements of AWS 01.3 and shall be performed by a welder certified in accordance with AWS D1.3. Use E6Oxx electrodes. Powder - actuated or low - velocity driven fasteners shall be Hilt' "X -DNI" or "DS" connecting CFS to concrete, or Hilti "X -EDNI" or "DS" connecting CFS to structural steel, unless noted otherwise. All substitutions shall have the written approval of the engineer of record prior to use. SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and /or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. Architectural drawings are the prime contract drawings. Structural drawings shall be used in conjunction with Architectural drawings. Primary structural elements are dimensioned on the Structural plans and details. The General Contractor shall verify and coordinate dimensions among all drawings. Any discrepancies, contradictions, or omissions shall be reported to the Architect for resolution prior to proceeding with work or fabrication of the item(s) in question. The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above. Responsibility for any secondary structural and non - structural systems not shown on the structural plans rests with someone other than the Structural Engineer. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractor's failure to carry out the construction work in accordance with the contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy . and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. QUA(1IY ASSURANCE PLAN The Quality Assurance Plan includes all Special Inspections & Testing listed below. CONTRACTOR RESPONSIBILITY Each contractor responsible for the construction of the structure, or for any component requiring testing or special inspections, shall submit, prior to construction, a letter which includes: 1. Acknowledgement by the contractor of the quality assurance plan. 2. Acknowledgment that control will be •exercised to obtain conformance with the construction documents approved by the building official. 3. Procedures for exercising control within the contractor's organization, and methods and frequency of reporting and distribution of the report. 4. Identification and qualifications of the person(s) exercising such control and their position(s) within the organization. This letter is to be submitted and approved prior to construction. SPECIAL INSPECTIONS - GENERAL Special inspector provide special inspections with the type and frequency noted below. Special Inspector to provide reports weekly to: 1. The Owner 2. The Architect 3. The Structural Engineer 4. The Contractor SPECIAL INSPECTIONS - STRUCTURAL STEEL CONSTRUCTION ELEMENT: PERIOD: Welding Procedure All welding shall be performed in strict adherence to a written welding procedure per AWS 01.1. The welding procedure variables shall be within the pammeters established by the filler metal manufacturer. The variables include the amperage, voltage, travel speed, and shielding gas flow rate. Submit welding procedure for approval prior to beginning work. A copy of the welding procedure shall be kept at the jobsite. ELEMENT: Welder Certification PERIOD: Special Inspector to verify welder qualifications for type of welds and welding positions prior to work Fl FMENT: Welding Materials PERIOD: Special Inspector to verify materials meet the welding procedure prior to work ELEMENT: Shop Welding PERIOD: Special Inspections are not required where the fabricator is registered and approved to perform such work without special inspection. Approval shall be based upon review of the fabricator's written procedural and quality control manuals and periodic auditing of fabrication practices by an approved special inspection agency. At completion of fabrication, the approved fabricator shall submit a certificate of compliance to the building official stating that the work was performed in accordance with the approved construction documents. ELEMENT: Single pass fillet field welds PERIOD: Special Inspector to provide Visual Inspection of all welds prior to completion ELEMENT: Welding of light -gage, cold- formed members PERIOD: Special Inspector to provide Visual Inspection of all welds prior to completion SPECIAL INSPECTIONS - LEVEL 1 (NON - ESSENTIAL) CONCRETE MASONRY UNITS (CMU) ELEMENT: Beginning of masonry construction PERIOD: Special Inspector to verify foundation dowels, proportions of site - prepared mortar, construction of mortar joints, and location of reinforcing and connectors. ELEMENT: Masonry structural element size and location PERIOD: Periodic Special inspection ELEMENT: Protection of masonry during cold weather (below 40 degrees F) or hot weather (temperature above 90 degrees F) PERIOD: Periodic Special Inspection ELEMENT: Size, grade, and location of steel reinforcing PERIOD: Special Inspector to verify prior to pouring of grout. ELEMENT: Anchors in CMU PERIOD: Periodic Special Inspection. Special Inspector to verify type, size, and location of anchors, or any anchorage between CMU wall and other structural elements. ELEMENT: Construction of Mortar Joints PERIOD: Periodic Special Inspection. ELEMENT: PERIOD: ELEMENT: PERIOD: ELEMENT: PERIOD: ELEMENT: PERIOD: Grout Space Special Inspector to verify that grout space is clean, that reinforcing and connectors are correctly placed, the proportions of site - prepared grout, and construction of mortar joints. Special Inspector to verify these items before pouring of grout. Placement of grout Continuous Special Inspection Welding of reinforcing steel Continuous Special Inspection Preparation of required grout specimens, mortar specimens, and/or prisms Continuous Special. Inspection SPECIAL INSPECTIONS - COLD - FORMED Site!. CONSTRUCTION ELEMENT: Welded light -gage connections PERIOD: Special Inspector to provide Visual Inspection of all welds prior to completion ELEMENT: Size and spacing of screws used in light gage connections PERIOD: Special Inspector to provide Visual Inspection of a random sample of 10% of screwed connections prior to completion (E) METAL STUD WALL ABV STORE FRONT TO REAMAIN (E) BRICK VENEER TO BE REMOVED (FULL HT) (N) 600S162 -43 BRACES FREVIEW FOR CODE COAL /CE 1:M152010 1 City f Tukwila j IL `y DivisiO BUILDING HEADER PLAN SCALE: 3/ l 6° = 1 -0' AT BASE NOTES: 1. BOXED HEADER TO BE MADE OF (2) 1000S200-68 (V) AND (2) 800T200 -68 (H) W/ #8 SCREWS AT 12'0C AT ALL JOINTS. 2. BOXED POST TO BE MADE OF (2) 400S162 -68 AND (2) 400T162 -68 W/ #8 SCREWS AT 12'OC AT ALL JOINTS. 3. BOXED HEADER MUST BE INSTALLED WiTH ALL CONNECTIONS TO (E) STUD WALL BEFORE ANY DEMOLITION. 1 EXPIRES 01/09/2011 1 ECE1VED APR 0 2 2010 PERM T CENTER PSM CONSULTING ENGINEERS, INC. 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 /"� P: 206.622.4580 V �I www.psm - engineers ..com 10043_510— S11.dwg Wes tlield Soot :h cer ter 633 Southeento• Parkway Tukr3q WA.. W188-2888 205- 248 -0423 WESTFIELD DESIGN Sc CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 Vs DRUM R`7 NS-s uENT CF MINT S the MARTY OF RT. AP.CNIi:r P.T. P.T. WAY 11OT x;:�.:a 4 UT AgCh;TEOrs Pougs u k txts's THEM1C 1 CARRu S T?S': A 1TCC. s NILE. Fa AMO 011-ER CTr:r.SVA;+p: 9tOY.t C 1:E IDRAW.,S,O FOR USE ON 1•€ SF£CFIED PRO.ECT ONLY AND SHALL NOT BE USED OT1IERNt5E WTH•7JT SlarENN• PcnYFSSON FROM TaE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200-SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 WESTFIELD MALL AT SOUTHCENTER ISSUE ISSUE DATE: PERMIT SET MARCH 31, 2010 DRAWN BY: CHECKED BY: MB MV HEADER PLAN GENERAL NOTES SPECIAL INSPECTIONS S1.0 SMSA #0923.01 16GA CONT CUP W/ (2) #8 SCREWS TO EA.STUD & (2) #8 SCREWS AT 8"0C TO HEADER BOXED HEADER (N) BLKG B1WN STUDS (E) MTL STUD WALL DEFLECTION CLIP & CONNECTION BY STOREFRONT SUPPLIER SECTION SCALE: 1 1 /2" = 1 (N) STOREFRONT BY OTHERS 16GA CLIP W/ (3) #8 SCREWS TO HEADER & STUD (TYP) (E) MTL STUD WALL BOXED HEADER-1'. (E) ROOF DECK DEFLECTION CUP & CONNECTION BY STOREFRONT SUPPLIER (N) STOREFRONT AL BY OTHERS SECTION SCALE: 1 1 / = 1 16GA CLIP. W/ (6) #8 SCREWS TO ROOF DECK Iffajp. 01- • 600S162-43 BRACE AT EA.END AND (2) EQUALLY SPACED BTWN ENDS W/ (6) #8 SCREWS EA. END (TYP) NOTE: WALL AND STOREFRONT SNOT SHOWN FOR CLARITY ACE DETAIL BOXED HEADER SCALE: 1 1 /2" = 1 800S162-33 W/ (3) #8 SCREWS TO EA.STUD (TYP) 1-'1—DEMOLISH (E) STUD WALL & BRICK VENEER AS REQD (BRICK VENEER TO BE REMOVED FOR FULL HT) 3/16 500S162-43 BRACE PER PLAN BOXED HEADER 16GA CUP W/ (6) #8 SCREWS TO HEADER AND BRACE (TYP) L x 4! x 746 x O'-8" (LLV) W/ (4) #12 SCREWS Ly8,, PL ( E ) POST TO BOXED HEADE3? CONN SCALE: 1 ! /2" = 1 600S162-43 BRACE PER PLAN BOXED HEADER— 12" MAX 16GA CLIP W/- (4) #8 SCREWS TO HEADER AND JAMB DETAIL IAi (N) BOXED POST (2) 400S162-66 & (2) 400T162-68 W/ #8 SCREWS AT 12"OC AT ALL JOINTS SCALE: 1 1 /2" = 1 3 (N) BOXED POST 1/8 Y4" BASE PL Wit (2) Ns0 EMBEDED KWIK-TZ ANCHORS AT 7"OC (E) SLAB ON GRADE DETAIL SCALE: 1 1/2' = 1 0" _ REVIEWED FOR . CODE COMPLIANCE NEIT) 1 , City of Tukwila I BUILDING 1EXPIRES 01/09/2011 ECEWED APR 02 2010 PERMIT CENTER PSM CONSULTING ENGINEERS, INC. 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 P: 206.622.4580 www.psm-engineers.com 10043_S10—S11.dwg Sou-th GO ter •633 Southcantar Partway Tukola, WA.. 9818&-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard. 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 DES ERAW21.3 is INENT C Ri�. S P EPT Cf 1BE ABOHIMCT *N 51SY NOT 6E R7RMIJME BI'CBT 711E ANCHIECES FENIE.E3QV No MESS 1i PCJC1 ThE ARCH1 TECrS BAWL .M.L mat Ahe OMER r4ccauA non S40104 CO 1M DONNE. AM FOR L. ON 11.E MEOrED PRGECT ONLY ABB Semi NOE BE USED BINERIMSE fl4OUT Winn FERIA-MON TRW THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATILE, WA 98108 (208) 824-2777 • FAX (206) 623-2973 ISSUE ISSUE DATE: PERMIT SET MARCH 31, 2010 DRAWN BY: MB CHECKED BY: MV SECTIONS & DETAILS S1.1 SMSA #0923.01