Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D09-210 - WESTFIELD SOUTHCENTER MALL - MANAGEMENT OFFICES
SOUTHCENTER MALL MANAGEMENT OFFICES 2800 SOUTHCENTER MALL EXPIRED OS -24-11 D09 -210 CitAf Tukwila Parcel No.: 63642001)10 Address: 2800 SOUTHCENTER MALL TUKW Suite No: 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: / /wwwci.tukwila.wa.us Tenant: Name: WESTFIELD MANAGEMENT OFFICES Address: 2800 SOUTHCENTER MALL , TUKWILA WA DEVELOPMENT PERMIT Owner: Name: WEA SOUTHCENTER LLC BSIP Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 00000 Phone: Contact Person: Name: WAYNE JOHNSON Address: 4000 DELRIDGE WAY SW #200 , SEATTLE WA 98106 Phone: 206 - 624 -2777 Contractor: Name: SG FOUS'T CONSTRUCTION INC Address: 23502 25TH DR SE , BOTHELL WA 98021 Phone: 425 - 483 -9414 Contractor License No: SGFOUGF911KJ • Permit Number: D09 -210 Issue Date: 12/28/2009 Permit Expires On: 06/26/2010 Expiration Date: 05/11/2011 DESCRIPTION OF WORK: NEW OFFICES IN VACAN'F STORAGE SPACE ON 2ND LEVEL OF MALL. NEW WATER CLOSETS, LAVATORIES AND KITCHEN SINK FOR OFFICE SPACE. TOTAL 5 FIXTURES Value of Construction: $125,000.00 Fees Collected: $2,642.11 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0008 doc: IBC -10/06 * * continued on next page ** D09 -210 Printed: 12 -28 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Signature: doc: IBC -10/06 City PTukwila 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: / /wwwci.tukwila.wa.us N • Permit Number: Issue Date: Permit Expires On: Number: 0 Size (Inches): 0 N Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. N Start Time: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: D09 -210 12/28/2009 06/26/2010 Date: 0-121 \ t ned this permit and know the same to be true and correct. All provisions of law and ordinances 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 perfo}inan� work. I am authorized to sign and obtain this development permit. Date/2 z8 -0? Print Name: „Yl,e ..t... oc.i 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. D09 -210 Printed: 12 -28 -2009 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 2800 SOUTHCENTER MALL TUKW WESTFIELD MANAGEMENT OFFICES PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -210 ISSUED 10/02/2009 12/28/2009 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: 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. 7: 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. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are lied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 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 DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry doc: Cond -10/06 D09 -210 Printed: 12 -28 -2009 • 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 • chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 15: 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) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 1.0, 4 -3, 4 -4) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: 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 nun). 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) 24: 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) 25: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the doc: Cond -10/06 D09 -210 Printed: 12 -28 -2009 aisles shall be unobstructed. (IFC 1013.4) • 1 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 27: Maintain sprinkler 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) 28: 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) 29: 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 sprinlder systems and all modifications to sprinlder 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) 30: 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.(ATt fire alarm components to be tied to the main mall fire alarm panel.) 31: Local U.L. central station supervision is required. (City Ordinance #2051) 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: 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 (102mnm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1)(Post address on storefront per approved Westfield standard.) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D09 -210 Printed: 12 -28 -2009 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. Print Name: _.. • • 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 doc: Cond -10!06 D09 -210 Date:/1-A$ - c:P! ordinances governing or local laws regulating Printed: 12 -28 -2009 SI T E "L`OCATIO Site Address: 2(000 Sokrn-t Tenant Name: Ie T F IELL Property Owners Name: LaLI A S��cfH�.,E>t -tip_ LLL_. Mailing Address: 1,1; S•trCfl% 6e4WT u City Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 latp://wwwci.tukwila.wa.us .ACT PERS WPkY>ft wlio'do we rnntact when your permit is ready to be lain, t E -Mail Address:] ?14E Cvi SMS' 1Ercfr -. [ iv) 6EIVER'AtiCO1V INFORMATION (Contractor`Informati n for. Mechanical (pg 4) for Plumbing and Gas; Piping (pg 5 Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: WP""( .4t *,4 51>14 E -Mail Address: 14P!l t t tf7 SMS'T£t%1P�1 . . tE 4M Company Name: 1> tt4L . . Mailing Address: 2; O0 Contact Person: M Ut t4 I VI M A 1t.J4L.A E -Mail Address: 1•41t4, Wm/ f td M 5P4G 11.11 = ^S .Gbh Q: wppiications\Fonns- Applications Cm Line\3 - 2006 - Permit Application.doc Revised: 9 -2006 bh City Day Telephone: Fax Number: `Buildirig�Permit;Nc , Mechanical Permit ofce:use -on 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 ** King Co Assessor's Tax No.: 2-6 2 Suite Number: New Tenant: %Se.t.4 Day Telephone: 2,0 6 • 62`I. 2-777 Mailing Address: Ik y OO O bElgtbk ware ski A SEA t4ek • I ° p Company Name: Mailing Address: EN ICECOR - 1 'All pl nsrmu �' fi pe di by •Eug • • m J• r • • a sttie�wet< stamped m'�ei�o ecor'�- , _ • _ '•! pp State Floor: ❑ Yes ❑ ..No 4 1818% Zip City State Zip Fax Number: 2-0 6. • 4.2.4 29 75 City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OFrREEORD All plans must be wet stamped by Arcb�tect of Record • a r Company Name: 5 . M • S ' r e K 1 1 � .. > tc 'L-- S t P. L • • Mailing Address: 1aEL.F-41a.. WAY S i4 "t0o / 'TL 14 g. (0 G City State ` Zip 2 Day Telephone: 06 • 6 t4. 2')Y Fax Number: 1 --(3 • 62-4 • 2173 milts 9S Z State Zip '24 ' 622• 24.6 • 42 2_ - e y'2 Page 1 of 6 3 .ar ,' �p la YI > S *i i P 1 , ";, u: " , E a; ; >! •3y.Existin g ° { rt x r , Intenoi:Rerriodel i AddlUOn t0 r E x is ting . tincture. l t' , i ' d i .x r r' ?. New. . �� a 'Pe of tr er : P c .:. .:,;,...IBC „,..IBC; Typeof S- Occ anc ers uP Y P x• y rg; Sf j C�, ' f ,, 1 Floo = x2"dFl�r�a } � 241 84 4- 4IrAia1 t 1 / 41 / 64 ta/A. 1 It% -6 IS/M 1 3 FloorN i .,. n ' . � ” "5' ; I un.W trFloots' i.4 th .. ? ,. ;Basement ' �i. SHwtY..r ' t �' .� 1 �?..- � .. � ,}�. 1 `Accessory?Structure! ,,f�s!t ii �'Y iar I Atttach ed 1Gaiage; b,e3ttachiiii17"G„arage ". - ' #" 3 • ) a a 5si, }fin i+,°r.�r'�:'L`���r 4Atlached: Detached'Carport 'a`1 ` ::.Coveied'.D'eckrg li Uncovered DO 4 • Valuation of Project (contractor's bid price): $ 1Z DbO Existing Building Valuation: $ Scope of Work (please provide detailed information): 1.4(94 b 7Ll�S 1( 5 "'1 - 1)R — tt> s CIF flt J `Lrl 4 1.,61/ EL OF Will there be new rack storage? ❑ Yes 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: A 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: No If yes, a separate permit and plan submittal will be required. Provide ;AI : Building Areas in Square Footage Below+ Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers. Yr Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or u.se of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa ety ata 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. Q. Applications\Forms- Applications Cm line \' -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 • • PERMIT APPLICATION NOTES Appl>ical le to all permits m ,this:apphcatio 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 AUTHORIZE GENT: Signature: Print Name: W 4YA-t JD O4.4 Day Telephone: 2c+ 6 2 '. 2.7 7'7 Mailing Address: 4 / DOo 4br -ireeCV 14/4- ?' /t City State Zip Date Application Accepted: 10 GI Q: Applicatices\Forms- Applications On Line\3 -2006 - Permit Applicalion.doc Revised, 9 -2006 bh Date: pc/ ��09 Date Application Expires: Staff Initials: Page 6 of 6 Parcel No.: 63642001)10 Permit Number: D09 -210 Address: 2800 SOIUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 10/02/2009 Applicant: WESTFIELD MANAGEMENT OFFICES Issue Date: Receipt No.: R09- 02051 Initials: User ID: Payee: JEM 1165 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10126 1,577.47 Authorization No. ACCOUNT ITEM LIST: Description • 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 SG FOUST CONSTRUCTION INC. BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 RECEIPT Payment Amount: $1,577.47 Total: $1,577.47 • Account Code Current Pmts Payment Date: 12/28/2009 09:42 AM Balance: $0.00 1,572.97 4.50 PAYMENT RECEIVED doc: Receipt -06 Printed: 12 -28 -2009 Receipt No.: R09 -01546 Payee: S M STEMPER ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 14846 25.58 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES • 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 Account Code Current Pmts 000/322.100 25.58 Total: $25.58 Parcel No.: 6364200010 Permit Number: D09 -210 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 10/02/2009 Applicant: SOUTHCENTER MALL MANAGEMENT OFFICES Issue Date: Payment Amount: $25.58 Initials: WER Payment Date: 10/02/2009 11:06 AM User ID: 1655 Balance: $1,577.47 PAYMENT R @ EIVE doc: Receiot -06 Printed: 10 -02 -2009 Receipt No.: R09 -01545 Initials: WER User ID: 1655 Payee: S M STEMPER ARCHITECTS • 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.: 6364200010 Permit Number: D09 -210 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 10/02/2009 Applicant: SOUTHCENTER MALL MANAGEMENT OFFICES Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Chi=ck 14846 1,039.06 Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 1,039.06 Total: $1,039.06 Payment Amount: $1,039.06 Payment Date: 10/02/2009 11:05 AM Balance: $1,603.05 PAYMENT RECEIVE doc: Receiot -06 Printed: 10 -02 -2009 Proje tt: Type of Inspection:. ]j Address: a6oa vo let l( Date Called: Special Instructions: Date Wanted: I—I . - 1 1 - - D p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit � 7 srri iisto INSPECTI • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NO. PERMIT (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 4 C2— L— ■cD Insp `Date: ' _ S ,atr I , , , .00 REINSPECTION FE ` REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. ceipt No.: Date: COMMENTS: Type � Inspection: -ey,r, Lk . - / -- Q 1040 elDr. -114 ✓ — / ,S44J...5C 4 J /o'J!S el/ fe• eat j:n.` /. Special Instructions: Date Wan 3 / i / /v / : m Onyt440 114'1 — G L st-ss -/" wl'/ 11 / . "hi.? -1 'o ele61.s s 1ft i / .*ah9,dYfY17 Ofrn2(�, e' er' /^f Ai .� 6) ! /� 4- I th) , 5e i--7/057/ /'e-i-" -D -te k,-. ' 7,../ 4,7 -7/1 rJ 1-- a - Elf) ject: , i Type � Inspection: Address: f.2E1 t 44 // Date Called: ._•_ Special Instructions: Date Wan 3 / i / /v / : m Requester: Phone No: L Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO: Corrections required prior to approval. !6 60:00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: iDate: COMMENTS: Type of Ins ection: Pe co,-71" `!/ C 42 o"v 6 / — iVfFF4 Address: . Boo /4 // l f-: i / r j � v4 l — ..1If¢tr - cl ! Special Instructions: 5l) e-,/� �r ,1d 9 / ,- , 6' f -- AI F f � �F.c. f , 3 , ,4JA .S'4N_S _ A<,aa srA J 14 %f was — F,Jf/) Project: Type of Ins ection: Address: . Boo /4 // Date Called: Special Instructions: Date Wanted / 3 1 f /10 FT:C. P.m. Requester: Phone No: CITY OF TUKWILA BUILDING DIVISION .4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspec INSPECTION NO Receipt No.: Date: .._ dr.4 I S 1 3 / .00 REINSPECTION F E REQU1ED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D3 Corrections required prior to approval. 'Date: ,dam' -a /o PERMIT NO. COMMENTS: Z4/.3 - 4,/044/-g ::?)...5i/sA/tiesci- ( /;A/, - q Project: Type of Inspection: '`/sae /( �4 L�, Ad ress: Date Called: Special Instructions: Date Wan d: ...17 Z. / p.m. Reque er: Phone No: INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspe ;'or: 60.00 REINSPEC11ON FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: 3 'Date: PERMIT NO. z -Iv INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspe ;'or: 60.00 REINSPEC11ON FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: 3 'Date: PERMIT NO. z -Iv Prgiect� / Type of�Insp4tZn: Address: .2$ Db PIA &'t l Date Called: Special Instructions: Date Wanted• ,a. /Z J A (J a,- � �m�. Requester: Phone No: CITY • F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,, INSPECT ON NO. (o' n" 0 Gt/A //- 6/42./A/4 //4_3 s ! D p71/, 0 �.0/ /pnl llnia Inspec $60. ' REINSPECTI01)I FEE RE IRED. Prior to inspection, fee must be p.' . at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. ceipt No.: INSPECTION RECORD Retain a copy with permit Date: o? g.i IT.) Date: Doi -2W PERMIT NO. COMMENTS: !/! / - 7 f i ✓!l>< M S fl , - �c�✓�I� 4►'�/ ats Q Div ,/ i / rA7i � r,r /., 1 6 ( 4 "4 .(_,2 ) S- 5-m, . e Lv'., S 4v /f0 -40 ,6c- 41 Al S m -- 5,•a .,r).• 64, / Special Instructions: 'OW.' ( r GA Mot _I a.m. (1:21„..,11 / /\f 4 J4 ' hi I , � 'q / /. �7Pi A/ "Ad // Phone No: Z o6.- s — 3j. 0k 7o.1 "4'( /ji.ecio - /, LOs (3,,i N Project-: j ��'( �5� Type of Inspection: , , 5 h 4 5 f o i t Address: .28n 0 "4 // Date Called: /'_ Special Instructions: Date Wanted: / 7 2 / z— (f t) / a.m. (1:21„..,11 Requesterrh: SI %K Phone No: Z o6.- s — Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Date: X05 —.7 PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. gl Corrections required prior to approval. In pe o Date: x. 00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be •� d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project ,� fi��cs,t/ P // .". y Type of Inspection: A ,-, rice/ G Address: 0.2600 S cv/h - -,✓Ji #74 Date Called: Special Instructions: Date Wanted: Requester: Phone No: �,v6- 9 5 — /2 Y7 INSP CTION NO. INSPECTION RECORD etain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 dOc / PERMIT NO. ' (206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. COMMENTS: /-?/.14i^J.h — 4,6 4/ee G/Q .57k7 /4 - 47.weaP,1 cto Date' 60) REINSPECTION FEE R. QUIRE !Prior to inspection, fee must be fa at 6300 Southcenter Blvd Suit 00. Call to schedule reinspection. Receipt No.: 'Date: Project', / � / � f/7 Type o ct /'1 Address: � 5;0'0 , / Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: 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 Approved per applicable codes. 0 Corrections required prior to approval. 3 COMMENTS: �1 £ ' C '/ ' / 641,9 / , ,-tJ( 1./)'' eriv As',1(14'." r Ins Date: Z- " 0 $58. INSPECTION FEE EQUIR Prior to inspection. fee must be pai. a 6300 Southcenter Bl d.. Sui a 100. Call the schedule reinspection. Receipt $Jo.: (Date: Project Type ta TA /EL l.) In/R/. of Inspection: , n/4 Addre • ©? M, SCD/NCInfilv2 "A// Date Called: Special Instructions: . Date W nted: //. 2.,/0 Orly $.m. Req ster: Phone No: 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 Approved per applicable codes. COMMENTS: Rovorri Corrections required prior to approval. i- • ,dc%' -.2/o Inspector: Da e: $6 i i I REINSPECT! . N FEE REQU RED. Prio' to i spect on, fee must be p: i . at 6300 Soutlicen \er Blvd., Suite 100. Ca l to schedule reinspection. 'Date: 1� Project: t es4-4 ,c Jd ,04.47// Type of Ins f p / e I c " ti � on: j } Address: Z gap Suite #: e- "4/9ff Contact Person: Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 0o9 - 241, PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575- 4407 n Corrections required prior to approval. COMMENTS: f Inspector: 141 2 Date: 3/f /gyp Hi • all $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a relnspection. Word /Inspection Record Form.Doc , ]/13/06 T.F.D. Form F.P. 113 Project: We .1.4 'c id "qw pm; c Type of Inspection: Sp, .'4 el C f. / way 14, J Address: 2 To Suite #• $ c P//41 G Contact Person: Jam` ` d / 'fry" Special Instructions: , Permits: Phone No.: 2v G - 6 aS 6 " Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: , Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OFKWILA FIRE DEPARTMENT Do9'- 210 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Tv Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6) field 4 ;, 0 lice-‘4. i Inspector: 3 Date: , Hrs.: $80.00 REINSPECIION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Project: toe si fuot4 enAts. c FF, c r Type of Inspection: fit. Jt r © ifesp # c, Address: Zip' sc..erlon Suite #: Contact Person T', Special Instructions: Phone No.: 2PG G,a8' cyvre Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre- Firer Permits: Occupancy Type: INSPECTION NUMBER L<proved per applicable codes. Word /Inspection Record Form.Doc CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 /n4 — _.5 20 '9 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: 14 der, r C o v a'rr, /1,1< Dater: '1 iri Hrs.: $80 REINSPEC ION FEE RE UIRED. You will receive an invoice from e ity of Tukwila Finance Department. II to schedule a reinspection. � �e �1 & ASSOCIATES, INC. March 4, 2010 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION R Afe a ff SPECTION City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Westfield Corporate Office 2800 Southcenter Blvd. Tukwila, WA To Whom It May Concern: • Structural Steel CC: Westfield, LLC Respect ' •be ' e. J• son Proje M1iager Puya lup Division mitted, CIATES, INC MAR 0 8 2010 COMMUNITY DEVELOPMENT With Offices Serving The Western United States KA No. 066 -10037 Permit No. D09 -210 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. 922- Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 Envelope Requirements; (enter values as applicable) Project Address Minimum Insulation R- values Roofs Over Attic 195.0 - 3275.0 X 100 = 6.0% N/A All Other Roofs o yes Check here if using semi- heated path and if project meets all requirements for semi - heated spaces Semi- Heated Path n0 as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. R-21 (exist ) Opaque Walls S.M. s temper Architects R -19 Below Grade Walls Applicant Phone: N/A Floors Over Unconditioned Space N/A Slabs -on -Grade N/A Radiant Floors N/A Maximum U- factors Opaque Doors N/A Vertical Glazing U- 0.2 9 Overhead Glazing N/A Maximum SHGC (or SC) Vertical/Overhead Glazing I N/A Project Info Project Address Westfield Mall Management Offices Date 10/1/2009 195.0 - 3275.0 X 100 = 6.0% Management Offices For Building Department Use FILE COPY o yes Check here if using semi- heated path and if project meets all requirements for semi - heated spaces Semi- Heated Path n0 as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. 2600 Southcenter, Seattle WA 98188 Applicant Name: S.M. s temper Architects Applicant Address: 4000 Delridge Way SW Applicant Phone: 306.624.2777 Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 195.0 - 3275.0 X 100 = 6.0% Concrete/Masortry Option O yeS Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below. o yes Check here if using semi- heated path and if project meets all requirements for semi - heated spaces Semi- Heated Path n0 as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope summary Climate Zone 1 ENV-SUM 2.46 Washington State Nonresadenti al Energy Code Compliance F !Project Description Compliance Option 1. Assemblies with metal framing must comply with overall U- factors Notes: 2006 Washington State Nonresidential Energy Code Compliance Form 1 ❑ New Building ❑ Addition Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle Envstd ❑ Systems Analysis DO9zio Alteration ❑ Change of Use Revised July 2007 Opaque Concrete/Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete/Masonry Option, list walls with HC z 9.0 Btu/ft °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description U- factor (including insulation R -value & position) DEr. 0 3 20Q9 BUILDING DIVISIO wisir it RECEIVED E OCT 02 2009 PERMIT CENTER Concrete/Masonry Option* Wall Heat Capacity (HC) *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1.0 unless calculations are provided; for all other walls. use Assembly Description Assy.Tag HC** Area (sf) HC x Area - Envelope '2006 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) 4--N Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door No Mass Wall CMU Block Wood Frame Metal Framed Summary (back Climate Zone 1 ENV -SUM Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. All Insulation Installed? Mass Wall Criteria OK? (below) Yes • AG Mass Wall Insulation Req. NO U0.15/R5.7ci Ins. Cores R19 R19 2006 Washington State Nonresidential Energy Code Compliance Form R -10 R -19 R-30 R -21 R -19 R -10 R -10 U -0.60 'e No Yes Glazing Criteria Met? Glazing Area % 0-30% 30-45% >45% Vert OH UVaI UVaI SHGC 0.55 0.70 0.45 0.45 0.60 0.40 Not Allowed Yes Prescriptive Path Allowed Component Performance; Systems Analysis, or EnvStd Required Yes es— Glazing Criteria Met? Glazing Vert OH Area % UVaI UVaI SHGC 0-30% 0.40 0.60 0.40 >30 Not Allowed Totals Yes 1 J Area weighted HC: divide total of (HC x area) by Total Area Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W/ft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in vanable air volume distribution systems. All Insulation Installed? Below GM Wall (ext) Below Grd WaII (oth) Roof Over Attic All Other Roof Raised Floor Slab-On -Grade Radiant Floor Opaque Door Wood R -10 R -19 R-38 R-30 R-30 R -10 R -10 U -0.60 Metal R -10 U-0.062 U-0.031 U -0.034 U-0.029 R -10 R -10 U -0,60 Ye Yes No-► • AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed 110.062 Revised July 2007 No— Section 1009. E nvelope [ A Calculations Climate Zone 1 - E NV - 20 Washington State Nonresidential Energy Code Compliance Forms Project Address Space Heat Type Glazing Area as % gross exterior wall area Concrete/Masonry Option Notes: If glazing area exceeds maximum allowed in Ta 0 a C N > 0 ar � 0 o a ° 0 1) , R= > R= C R= c R =21. Plan ID: existing 16.0 o � ° R= Plan ID: R= Plan ID: 3 u O o ✓ R= Plan ID: N/1 2nd level v � c • R= Plan ID: 5 • c • R= Plan ID: • R= Plan ID: y c v a c cn o: Building Component ement Offices 0 Electric resistance 0 All other 6. 0% Prop. I 45.0% Max.Target O Yes 0 No ble, then calculate adjusted areas on back (over). Proposed UA U- factor x Area (A) = UA (U x A) 0.290 195.0 56.6 0.048 5609.0 269.2 0.053 3080.0 Target Opaque Wall Area (see back) Ils, list above with opaque walls 163.2 8884.0 489.0 Date 10/1/2009 For Building Department Use Target UA U- factor x Area (A) = UA (U x A) 0.550 195.0 107.3 0.700 .Gla " Elect Resist , : Other.Heatilug .......:....................... ;:•:: Of :.47 • >30 -45 sea n . • ; 0.6 0.700 0.600 Electric Resist, .Other Heating:. Frame -Wit . 0.067 Frame-Mtl '0062 • Mass Wall <' 0.16 t .see mass Criteria 0.036 Electric Resist. Other bleating 0.031 0 ti,3ti : » 0.046 5609.0 258.0 0.053 ** ** 3080.0 163.2 Electric Resist .::Other. Heating int Ins 0.062 0.062 • . Ext Ins • 0.07. .0.07 . . 0.056 0.540 Electric Resist. Other Heating F =0.54 (see Table 13-1 for radiant floor values) Electric Resist. Other Heating 0.029 0.066 8884.0 528.5 Westfield Mall Manag List components by assembly ID & page # U= Plan ID: as .0 15.1, 15.2 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: N/a U= Plan ID: U= Plan ID: o U= Plan ID: 4 U= Plan ID: o U= Plan ID: • U= Plan ID: o = Plan ID: U= Plans ID: N/1 U= Plan ID: U= Plan ID: Plan ID: Plan ID: Plan ID: R =19.0 Plan ID: as . o- as .2 R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: **Note: sum of Target Areas here should equal R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque R =10.0 Plan ID: N/1 2nd level R= Plan ID: R= Plan ID: R= Plan ID: For CMU walls, indicate core insulation material. 2006 Washington State Nonresidential Energy Code Compliance Form Totals) To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Totals Revised July 2007 OG OG= VG= 195.0 5609.0 3080.0 ad 06 Washington State Nonresidential Energy Code Compliance Forms ID: ID: ID: ID: ID: ID: `Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations Glazing Area Opaque Area Gross Exterior Wall Area Glazing List com •onents by assembly ID & page # 2006 Washington State Nonresidential Energy Code Compliance Form Climate -Zone 1 ENV -SHGC Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Max Glazing Area (Table 13-1) Proposed SHGC SHGC* x Area (A) = SHGC x A 0.370 Totals' 533.0 533.0 197.2 If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Walls Maximum Target Glazing Area I 3275.0 I X I 45.0% I- I 100 I = 1473.8 fl ' I 1473.8 I Roofs over Attics Other Roofs Target OG Area in Roofs over Attics 0 lesser 1473.8 ■ Max OG Remaining I 1473.8 I i'ro .... ed 0 ue Area Proposed OG Area Target OG Area in Other Roofs 0 lesser 1473.8 Target OG Areal Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area 3080.0 I ± I 195.0 I _ I 195.0 I = I .:._.. > 308 0 t3 . , ::.I Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Wails) 197.2 Target values in shaded boxes aie used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Revised July 2007 Target SHGC SHGC x Area (A) = SHGC x A 0.450 195.0 Glazing % .. Electric Resist :0-30% 0.4 >30-4 5% not allowed Target VG Area s Q :I 87.8 Other Heath' 04§: • ; 0.4 Totals' 195.0 87.8 SHGC DOES NOT COMPLY Note: OG = overhead glazing VG = vertical glazing For Target OG's,the lesser values are used both here and below. I Target Areas OK I B i.i din g_Permit_ Plans Checklist ., _.._ . ;,_. j._ . ENV. -CH 2908 Washington State Nonre:;idential Energy Code Compliance Forms Revised July 2007 Project Address Westfield Mall Management Offices Date 10/1/2009 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 1310.2 Space heat type: Semi - heated spaces If "Other, indicate on plans that electric resistance heat is not allowed Semi - heated spaces identified on plans if allowed 1311 Insulation 1311.1 Insul. installation I nndicate densities and clearances , Indicate 1311.2 Roof /ceiling insul. R -value on root sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if save vents installed; Indicate face stn B. of faced Batts Indicate R - value on wall sections; Indicate face stapling of faced Batts; Indicate above grade exterior insulation is protected; tndicate loose -fill core insulation for masonry walls as necess, Indicate heat capacity of masonry walls if mason option is used F73 Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.c.; Indicate that insulation does not block airflow throu foundation vents Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation is protected Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area Indicate glazing and door U -factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) Existing S5.0- 2.5.2 N/A a5.0, a5.1 A5.2 a/a 1311.3 Wall insulation Floor insulation 1311.4 1311.5 Slab - on - grade floor 1311.6 Radiant floor 1312 Glazing and doors 1312.1 U- factors SHGC & SC 1312.2 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders on warm side a5.2 1313.2 Roof /ceiling vap.ret. Wall vapor retarder Indicate vapor retarder on root section; Indicate vap. retard. with sealed seams for non wood strut. Indicate vapor retarder on wall section Existing a5.2 1313.3 1313.4 Floor vapor retarder Indicate vapor retarder on flour section a/a 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground a/a 1314 Alrleakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping ),5.2 1314.2 Glazing/door sealing Indicate weatherstripping as .2 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing as .2 1314.4 Recessed Lighting Fixtur Indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary yea 2006 Washington State Nonresidential Energy Code Compliance Form no Is shown for any question, provide explanation: Building P -rmit Plans Checklist 2;28 Washington State Nonresidential Energy Code Compliance Forms ENV- CHK Revised July 2007 Envelope - General Requirement 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. EXCEPTION: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than 24 inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.6 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of 24 inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of 24 inches or to the frost line, whichever is greater. Above grade insulation shall be protected. EXCEPTION: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on- grade insulation shall extend downward from the top of the slab a minimum distance of 36 inches or downward to the top of the footing and horizontal for an aggregate of not less than 36 inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub - floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Table 10 -6. 2006 Washington State Nonresidential Energ Code Com • Iiance Form 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. EXCEPTION: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 31 of Standard RS-1 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. EXCEPTION: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation.space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. (For enclosed attics and enclosed rafter spaces, see Section 1203.2 of the International Building Code.) Roof /ceiling assemblies without a vented airspace, allowed only where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. EXCEPTION: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.6 Crawlspaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawlspaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted in crawl spaces if the crawlspace has a concrete slab floor with a minimum thickness of 3-1/2 inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. EXCEPTION: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked and gasketed to limit air leakage. 1314.4 Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall by Type IC rated, and certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 Ibs/ft pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. PETERSON J rl TREHLE CONSULTING ENGINEERS D - zlo 2200 SIXTH AVENUE, SUITE 601 SEATTLE WASHINGTON 98121 #09136 RECEIVED OCT 02 2009 PERMIT CENTER FILE COPY ARTINSON, We: N®• STRUCTURAL CALCULATIONS AND DETAILS Cat Walk Framing at Second Floor for Westfield Management Offices By PSM, Inc. September 30, 2009 EXPIRES 01 /09 / 2O1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 PHONE FAX 206- 622 -4580 dibiatukwila BUILDING DIVISION I%'x?15 (45634 •wof deck. it C PhCLTl At g.c - PLAtN (--y CAT . WA LK PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com L -4- PtA JOB: Wes4 etd DATE: 4 1. 2 ft/ 1) BY: leVtIV SUBJECT: C04 1.4(J-tic., L . , I ; 1 -1 , . ! • 7 • :, ; . • I ; !, 1 F ----- • • --I ._ • 4..__..4).11.4.11a_p91,4e..tc.,11-0_ ...._i ; : 1 ? 1 . ; i— ; • I 1 . • i . ' • ; . . ; . . ■ • • • I : 1 ; ' , 4-- . - H - ---; -1 ; , 4 . • I I I 4— ; 5Er--110W . _1_ I ; t ; ! ! i • -1 • H. C.G_Fteee i- , t . I I I t I . I ! 1 i I • i 1 : ; 4- L______i____ 1 i i_ ..- . I i ! ! 1 .•_ i ... .._• _ - • .1---1._—,. : i 1 E _ , ., . 1 : : ; • : • i i ; : ; i • ; : ! I . , I 1_ ; H ! r-- - • ; : I: • 7 1 -... i : ! , 1 1 i I .I 1 --- • I 1 ! i -1— • t i • ..__; ' I ' . i ■ • _i___. ! --1 - I. 1 1 ' • ____I PSV CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com I I • i ; ; • ! • . • j • _1 - - ' 1,4x/A-14.40t of!, t ' V.1 14 - bb Ws : 1 - 400s1624 : , ; era, t4_ 64..)gt.. 5tHekos 0.-cA 0-AA-4 "riiritAt r 4 JOB: we-4-W 04 DATE: SUBJECT: CEA v • ....._ . BY: FM" • , . • I- ; t- ,. • . , 1 6 1 ; I I . ! I , . ; ■ ; ........._._„____ .......__...,.._ I ; _. _...1...„ I __. Tr-f-----4-------r !--- . 1 1 .__ .....! 1 ! ! 1 i ! •-i _I I. . i . ! ; . i _ i _ '-'.- ;___. 1 , . 1 1 I ; : ' i' 1 i . 1 . 1 : ___. _ .... _...... ._____ .. . 1 _ ._ --I- I ' I - 1 ; . i . . ; 1 1 [ I ..I- i • -i I 1 • --1 --d- -- - 1 -1- ■ 1 , , ; T .. ,.. ___ _i___ • i, . : , ....i,- I. • , i • • , . t . , • , 1 1 L . 4 - -4 I ; 1 I • ! , , i , I 1 , " ' : 1 , 4 , - I 1 - 1 _I , 1.. ; ; • __1 _ ! 1 PSIV CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com r • 1 1 , , I , PL brr't L • " I j I I • ; : _ . ; I ; • JOB: tAieSt;e1A eltlf–e9 DATE: BY: MV' SUBJECT: C44 L . _I '• I . . i 1 . . . 1 . . . , t - T -; : . . : . . _ _•____,_._ . ____.• • 1 . . 1 1 r.6-12(4 - I r— '- tKS 'S1 (7iq' I : . . . . . r• --. r ; . • , I 1 I . i • • • • • r / r , i 191k-rja• • _L I ' 4 -4! ) 1)01 +.° J_ e-4 • -t ._ • , r — t — . , • L peir - A ! ; . ; I . : I" I 1 - 1 • I , i • :, L 11 , • 1 ! ' !! j _ • I ' i I I 4 ; 1 I • r ; , ! r- i I I : : • - h : I : 1 1 1 ■ ! 1 pki - rAIL D , . , I • • _ ; __I 1 .! I L 1 i I I 1 r I 1 I : . ; . 1 1 1 I I r - -1 PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com I 1 1 .00:_tcOlosil& ;I § i•Lk Jr,tf.40 )r- • Nuail•Ainherav‘S-e.,_ — AP ... i4e.... :.._ 1 ! ! : ; , , 1 1 ' i 1 • : -.4. ; 1 I 1 ---1---- !, ' ___,_ 4. -!:_---AulpF.f-._ : __c <,,,v11.,..,ve....), 1 , . ; , , i B . 1- , , . i +- - i- " tu_kVo-.sle%e.eir = -.3-5 i . • • . , • • -i- 1 1 . . • , r . 1. 6.-0 : — i i_ , . . • , . . • • . ' I i JOB: ‘ ki e A d DATE: V211 BY: rtit! SUBJECT: C-C:dr ( at. • I ki leVA_.1"53AVYL Ic:213LA 6e-x2-- :L' 1 5 6 o rAiiikr' • : b eai S 12-i _4 - e - • 2 tRT - 1 - . T WO I , L -- 117,1 -, =:: ., tr-i 41 -: • - . - - o --- --- - . i --'.' g. t4,%e_i c6y. ttk .1.6,-, c.aktylk i ---i , — _IL , ] 1 R.- S 1. - ' t" -ttni ' A : . Q 1 i , ! I ; 1 - —H hl . - , r I - : 1 - _i____ __I ' •1 I 4 . - I 7 I 17.1c)ie_Jla i ?GPI '-'- t• bli7" • i —1 i I ! - -1 .• t I r 01-- re et Cf_ c4 aie.:- tin .eil IfLI-u4:, --- ;+- ! its- _.)-1‘.r-- ct. % e- -\-.3 J, Ark) vyi (40: t 4 - lo.e'L ■■••.3____-1-s*_______Lb.exasket, ! ; : 1 ! I i : : _Courvvit.1 ■._ _f_ i , — , .: _f. ---: t - - -- ' p, ,-.-_13m 4 ' 3 „4 ,,, . i ! ; ,„, , i , , 1,'--- ii. — '-o' pl e e-ia - e---11-. J , _ ..__. I ___ L • 5Sy) dz9 - 14aer6. ......--,, 1 1 ! : H / ; . i u 1 I .C.,I g&k,_ t • 1 t - : - H - i 1 . : 7j C A.,11-4 __Co___." . a • - - 0 q eiyi _' 2 e. . E 1.‘..t.', : ___L- _I ‘` - -- 1,. M. 69-21,4. *1_ ..Y = 1 2i3 .1 13 -...-:. 2 : .- -A. ' - - ' :.7. ' 6 ) .1 19 ___L . ‘ , 4_-- / )2_e •■'°. _i SI IL. r : k 1 . Aolcie.A: & e& Ki- cia •-i--------i---: 12-6 . LAI Swto 6 +L 4 t to-4^14 41:64-- ;;■;•: ii we. L.; 0--ok c; 41. tli.Xi - :11; -", .. — V — fh .. e l ,:. - ';‘:•1A. * AZ . L ' •;. 1, i___ • ' s-sc tsx t•rek 1 ey ' 0 ..-- -‘, — .SAA-1)11 piV C.:..1 L.!.37 b min clt.tr=1; — 1 I , : : : ' ! I ; 1 ! I I I ! I ' • ! i . • r L. , i , PSIV CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm- engineers.com JOB: Wf i'riipl4 dU'Ce" DATE: 4 f L9 5'51,. BY: ni SUBJ ECT: / -• F S ) ETERSON .JTREHLE .1 � CONSULTING ENGINEERS STRUCTURAL CALCULATIONS AND DETAILS New Window Opening for Westfield Management Offices By PSM, Inc. t 2200 SIXTH AVENUE, SUITE 601 SEATTLE WASHINGTON 98121 ARTINSON, INC. #09136 FILE COPY Permit No RECEIVEP OCT 02 2009 PERMIT CENTER CODE COMPLIANCE APPROVED DEC 0 a 2009 City of lb kwiia September '' '`��I . ING D IVISION EXPIRES 01/09/2011 PHONE 206 - 622 -4580 FAX 206 - 622 -0422 PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com 1 ! I , , I I I i .. 1 -- -1 ....;:,.. 1 I 3 Toy eA. LisAvAcya 1 1 -- 1" ; : 1 ---- ; — ; , _ 1 i i , • ; ,..,, I ! I - 14713 . ; • . ! , . --- --- — 1 ; ; I , ': 4 . I - i -- --.`" le, 1 -0 4u ad 1- i I ; r F -1-• ! ; . I. L , ■ 1 . i ! , ■ I I I 1 I : I . • ! • i Y ; • I i j I I 1 1 0 ta. X 1 ; °1 k 5tiF. : f ! : F . , ! I I , ; I -I r . _ i , [ . , I -Rf ...S0---r / Lolti.1.111,_ a:...._ .vx,e4, ....(..4...e...1. zogne.- 5 l : I ; \Ai e to ss r v_slisys4owl_s24mip.4. ewe,.R ,. . , ;-. .ic.i,P V..e_slugA ! I ' I , • _2, I LL,7_,A- ..i3 4- 1_.A L._ . • __I . . . , _ 7 i - , T • . i I i 1 1--- _. , ' I i-01 I. ; , 1 : _; , - 1 1 , , -- 1 • :• 1 , - + 6-rick * C.1 Ilk" 6114LO it. i 1 - r - _,,,,,,,,.., , • I • I . To.6.1.- . A • --4- , , - 1 JOB: 1.4e.s.ici4A (.1 wtst/ DATE: / / BY: SUBJECT: Or.--tAwecte Ine - I wkeiv" 6t-.47 L__ I 'ft.o.,..Y._.;.....2„._ , _J__ rfE I. . .1 '! 1 - , - ,, - ,.._, - p el --.. . ) • - T--•-------..--- ---. --•-•--- --- T -- . ------- - r 1 IC. • : : l L " - • 1 ' iSitl - 1. /vt c 1: 1. , ?_ =4 . ' ; 1 5. H — ke-Aci-c"4.: ---)-6.4c2-S4-4)-0i-r4 • 4 1 . .1 . --- pi:3 p.-2,1 IONet 1 . •. • • 1 t 21 2 7 W/kti;y—O.-57,1 V4' 1 -r-- : I 1 CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com e.. JOB: WeS jr--1 64 DATE: e Y2A BY: 1441 SUBJECT: ■ • i i .e ._• Yv%Fx !....S 41'3011 .1 iNi i , iv i I -- i .- Ito * - 1 i : : • i VG? -1 fo i .--- ! ' • g14- I I-- - o SVIres. eafticp ----L- - -1-----: -, - t1O's. . . i • ; -_,- i 1 i . 1 --1 ------- 4------0 i - IQ/46 ---0- - 47, •= - --61C, i H Lt - ff 1 , , - _til...11_6e. ...I 6, J I 1 , 1 I I I I ___ _ _A-tE___ - i AC1_ J_ •I 1 ; • : [-- '. 21". ...- tcs , ,. .. : 1 ; I I i " I ■ : 1 -t-,„_, , . • - 7 - 1.7 . --- 1 -; , 1 . , , , , -, . F' • : . , , --- -1, -; , . ; Lee-4i --I- ! I : ' • ! i ; • ; : : : : ; i 1 ,-- • i : I ; • ! , -1-----j F• ! --1 . ; -, 1 - - , --c, t- fo (. 1 — re 4 ) etelio_c_kime, . : - ; • ; ! i : ,_ . - -i- -- 1 -!---:! : : : 1 • J - I i fo -.. i F -- i.0 -- k-e. , 41 , 0, a - 1 - .4tr? 4 . 14 - !ert" _ i . _1 ?_ I f )' .v4 " 4 1 • 1 _4 f- _i 1 . • ___■ - ; - ! t• 1 ! --!- . i _ .,...1. , rb.....lcw-t4 e fulk.. 9,e_o_14,...A) - i : ; , k.. , 1 1 ' -4 _ 1 H , I - r ' I _L__ , : . 1 •• _,_ _ r . 1 : • uN? Coo_5_*0 -17 t CalLoit , L i : 1 i i__ , , i • I , _ , _ 9 1 : 1 ._____I - , • Y • 1 1 = 2.% -SC • f- I S st).761 -/ 2.4 L ! __, i_. ; --r V = Oqiht l'3-. =- % -= Z.I i' 21to. crt-t- 4)-2-4 I L I t t t , , -I --1 L 1 • ___I , _L. __I i i , 1 Sates: 1. Sez. aelo 1 for boxed l.ee.de v. 2 .5e4 dek a Z f°'' baYV�1 1642 av�lla GgTMPN � - 3 S d owl 3 fN 1.e 4ex +0 5eaw.b cnnrer�n . oral 4 for 5111 +o J 4. S e e - ddw1 5 {of ,40 43 elannecheAs 3 c a m s - , e. et- O PARTIAL SOUTH ELEVATION 1 /4' 1'-0' 3V -4' FIELD VERIFY FlaD VERIFY FIELD VERIFY \F4e$t e4 UTTL EXISTING STONE PARAPET CAP TO REMAIN EIOS1I NGG THIN BRICK VENEER WAU ASSEMBLY TO REMAIN EXISTING STONE BAND TO REMAN SEC= IEVEI e — EL'. 45115 Notes : 1 - _ 4y" be" eek See. 3 . Sea. 4 . 1 A Tea ,t fox _bP..xC4 ..i . - — - f eatr-tewcaleht.i,-;. -41for 5Hb • -- ch a for 3 Am), ccl,.Aneckiovti eAr-11 ewat. --- , 1 1 1 1 I I NANT ELEVATION W cx..S. w t..40..3 c:Fe-•""ts EXISTING SW PAWS CAP TO ROM MONO D1 MC< VENEER WU. ASSOISLY TO REAM COMO STONE PRO TO FOAM SECONO 11. + PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com Dee.4416, Icit p I , 1 I , 1 H 1 , i • I i I • 1 ___1_ . . L. ! , , ! ■ 1 ; ! ; 1 ; g -i - i cuae. L I ; ■ ; ; 1 —1 , i -IFFD 4>ce.t..)s Geoc i i104.7,v, tylko.14- eraidi 1 - ; . ! ---' GeiPT0 ; +.9! e•ca k.A _ ; . ! . 1 .._i5oxg.d_ltile.Azie feir 1 "p_ t41.‘,1 i --.- ; ! . EPTV i;V\ ■S ! i I I v 3 N1frvt_tito f r,t . :dip vi$1. --___ 1 by tzflre.Ail ; • I I ; ! ; ! ; ; I I I I 1 I 1 i ! ! i ; ! 1 I I i W EN;;A• $.. ' __I __, __ 1 : i i ; 1 i L _1•— _ __________L_ 1 I I- _L 1 --• - 1 • - 1 ------1---- - --• - E.--T_ 1 '1■1 I -- J.... I 1 II i 1 JoB: DATE: 1/24 BY: IMgY SUBJECT: . ! , , 1 ! . , . , I , . I • I —. , • 1 I 1 i -- 1 I ! -. : , ., 1 1 -1 • -4.— ; 1 : 1 1 i 4- : - 1" • I I .1._ 1, __i_ i I._ 1 : --, 1 , I , 1 1 ; _L__ L : ! 1 Ai Gpo 1-trac.x. ig. • 1 0 sormn 4-0! e., -skucki –H i__ •____...„ .f.r c:),..(6 shuts 0 i 1 _1 c....). sANg.4).-tiv1.__ . • 1 : i : , • • 4 ; 7 1 I I t I ; 1 1 t I • ; -4_ -- t j L PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm - engineers.com J 6Ci —, 1 L — 1 — }- - I �� .. _ ,fir -_, l 1 I 1 130x E.D. _._TBi JOB: 1h1e -S geld a$it_ei DATE: 1124 101 BY: W1SV SUBJECT: VA incIcnA) bp e.yntt.6,, 1 1 I 1 I r 1 i 9 � _06'r._ 0. o- 5 —_CI —, Q - # J . D . _ SUrr e,,.ii _ D Laa.Ltf.a - a p _ S 0) —L - -' I I ' I • ©a� Ct6� - Taubt1 7 _ C lz 3 1) � I � Goo O_ =9 7 _ _Gz2a) -- 1 I - - ti0 sciretsQ 4 — c• - y. - all =ta-ps r - -; - 1 I , — i Ji t • 1 r 1 PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com L i_____, : r • , , .. , i ----1 i i ' ; ■ , , • , 1 I I, ' 1 , , . i , , • , • t ■ , ! I i , I . ; • : 1 I T I ; : I-Ig.'doriemd ^ 4iiAlf) i - DAL 01 1 - 7---- .''• --- ----. -- i I ; 7 W I : 1 L--1_ _.1_ 3.0x, eot li:e04_ eie pvAl deatetil 1 ' 1 1 ---- ' --- ' 2. 1 i -4- ---H--------- 1— FLEADP-R TO .J WS_ _CORP ELT 10_0 '; - TIE. i • 1 • I , i _1 -I - I I ; t -H 1 1 i 1 . — 1 - — —1 ex. Ack- 1 er 2- P . r 1 ' 1 1 Itt Abitiii I . m .. w_m i emmormi I ' , ! -1----1 --1 i , ,--- - __I T - : ; ! ! I i I . „ (2, --ISp: Py tr d - 4 , :etS 1 t.■,..cf-e.,,, 1 . .."_. • : ■ '---- 1-:-: 1 1 . I I I i I 1 1 I —_1-- 1 __ 1 : 1 I 1 --i : .11.,1-__T_Li 4 I 1 • JOB: \ A.) e.sifelA Ok6, DATE: /2..%)o BY: MS V SUBJECT: . .....,___I . .. .. __ 1 • i . 1 , , , $ 4t 0 Stkee-bi S +D e.",- I - • I 1 1 1)0t204._-.1_ 6 117.._.S.11.1,_ : .. __.:,._ L. ._.; — I — A - i ___ I (- I I .A( ((p c4AA4 I : I I , 1 -. Ira) IQ 63 PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com -; -- 1- . — -I . -!-- • : I , 1 ... ! ; i _ . . • -• - --- -I • cOin -Spt. ! • - • Vit,"+.4-11(d ; ; • --I-- . L. . I _ ■! • : - I • 1 I " co•-)410 vre, 1 Ido 1 -ei.,,,,,,L, . Za iiete 11 le- --- 11 - 1 - 0 - 1 -7--- ; 1 i • 7 ■ 1 I ; I- 1 ; 1 i 3 1 1 I ' ! I 50 eA 44i pg_1)1 ,mtar z - ; i i 1 i i 1 1 1 I I o A GA 10,410 1 ; ; ; • 1 1 i . . 1 ----i i_ : , f 1 - I ■ 1 1------t- 1-- , T : i 1 1 ----1----1- • : .._.; - r - 1 1 ' J. . i,_ , 4 i L 1 i_ 11: . -- r - C2i WO )c 7:' tr - haicl - filIfil - - TZ.t — : . :60Ortiio -17 I vo u-y 1 . . i __.... Ntita 444 r zZs — ibu ti t c _7;( - 4 A 4' 4 • ------ 4 I • -I-. . L JOB: 1AU CA DATE: Y74 / 01 BY: YaV SUBJECT: 1 , L , : • i (.4.) c • tr;v.. i• ; i :-• --1----i--1-- - - -i----- — 1 1 . : 1 1 I : ; 50xe IA Kt CONILI. KT 5 14, ALL 1 1 i . f - ; I 1 --1 , ---1. - -- ----- I ! ■••,.■1■••• i ■J L ' I ...1■L■ • L , 1 I • i-- -4 -1. - I PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.62:2.4580 www.psm-engineers.com 1 1 1 I ! —I I JOB: \Aell-tielA 4444 DATE: c yti /0 a l BY: irYISV SUBJECT: ! I ■ i I . ! I --I • - I ! i, — 1 • • • /- I ■ . I I . , y 1 .....4., .19! • - 1 — , -1 , • 1 , 1 , , 1-- -; H 1- , 7 ,-6040_1,40.4.6 e2b24_z. _ .. 4 4 1 i i 1 I 4 ■ i 4--- 1 1 . 1 ....- H , 1 ■ t I - 1.7Xi4)<AkA 0 CSC.") CiCif) Ot wan • • . _ _ ?‹ "/M COONA AT &ST VlItk;-.1.. . . ! ; I 1 , . . 1 . , , I L , .._ 1 1 i i ! ! , - -I I ! ! , , ! : 1 ' - t 1 1 ! 4 ! . --- •4! i I ! I ' I I- 1.- 1 4 —' 1 , ! i : . . -4 , i ; 1 1 i i 1 1 06 -30 -2011 WAYNE JOHNSON 4000 DELRIDGE WAY SW #200 SEATTLE WA 98106 RE: Permit Nay. D09 - 210 2800 SOUTHCENTER MALL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/24/2011. Based on the above, you are hereby advised to: Sincerely, 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- L� J � ' �I.tL t q : ,�,�, q � TI`. � r y .� ,.._ = City of Tukwila Department of Community Development Jack Pace, Director 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 08/24/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Bill Rambo Permit Technician File: Permit File No. D09 -210 Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 4, 2011 Wayne E. Johnson S.M. Stemper Architects 4000 Delridge Way SW, Ste 200 Seattle, WA 98106 RE: Request for Extension Development Permit No D09 -210 Westfield Management Offices — 2800 Southcenter Mall Dear Mr. Johnson, This letter i.s in response to your written request for an extension to Permit Number D09 -210. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 1.80 days from the date of expiration, through August 24, 2011, as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, City of Tukwila Jim Haggerton, Mayor o Department of Community Development Jack Pace, Director ifer Marshall it Technician File: Permit No. D09 -210 W:\Pennit Center\E >:tension Letters\Permits\2009009 -210 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 16, 2011 City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Westfield Tenant Improvement Extension Permit Application No.: D09 -210 Attention: Bill Rambo We received your letter dated January 19, 2011, regarding the expiration date of the current permit listed above. We would like to thank you for notifying us about the expiration and thus request an extension. The Contractor is currently completing the work in preparation for final inspection and will need addition time. Therefore please accept this letter as our formal request for an extension to the permit. It is our understanding that you will allow an extension up to 180 days, therefore we request that full extension is applied to the permit application so that the contractor can complete the work in a timely manner. Once the work is completed the Contractor will request the final inspection per City of Tukwila requiremenl:s. If you should have any further questions please feel free to call. Sincerely, Wayne E. Johnson, AIA S.M. Stemper Architects, P.L.L.C. Cc: Steve Foust, SG Foust Construction Pat Burns, Westfield Encl.: City of Tukwila letter — dated 01 -19 -2011 S.M. STEMPER • ARCHITECTS A Professional Limited Liability Company MOWED CrTV OP TUKI NLA FEB 18 2011 PERMIT CENTER a=te - ‘,I 4000 DELRIDGE WAY SW . SUITE 200 • SEATTLE, WA 98106 . 206/624 -2777 . FAX 206/624 -2973 01 -19 -2011 WAYNE JOHNSON 4000 DELRIDGE WAY SW #200 SEATTLE WA 98106 RE: Permit No. D09 -210 2800 SOUTHCENTER MALL TUKW Dear Permit 1- folder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform PHnbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work aulhorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 02/25/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- IIDepartment of Comm 1 nary Development Jim Haggerton, Mayor Jack Pace, Director 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is d..iermincd that your extension request is granted, you will be notified by mail. in the event you do not call for an inspection and /or receive an extension prior to 02/25/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -210 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 November 3, 2009 Attention: Dave Larson, Senior Plans Examiner • . S.M. STEMPER ® ARCHITECTS A Professional Limited Liability Company City of Tukwila, Department of Community Development 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 RE: Westfield Management Offices Revision #1 - November 2, 2009 Project No.. D09 -210 Listed below are the written responses to the `Building Division Review Memo' dated October 15, which we received on October 26. 2009. In accordance to the memo we are submitting the associated plans for your review. Each of the changes has been identified as Revision #1 on the drawings. We have included 4 copies for your use and each change has been clouded on the respective sheets. 1. Item #1 — The proposed new office exits into a corridor noted as non - rated. The maximum overall travel distance to the main mall is 200 ft. from the most remote point within the tenant space. It would appear that this distance may be exceeded. Also, the doorway added to the interior space of the corridor only swings in one direction but egress flow need to travel in both directions and therefore this door should be removed. The door # is 215. Response: The office exits into an existing rated corridor as identified by wall type designation 7 listed on sheets A1.0 and A1.1. In addition we have verified the travel distance to the closest existing exit stair (stairs 8 & 9 located just west of the office space), and it is within the 200 ft travel distance. We agree with you description of the egress flow at door #215 and would like to propose to relocate: the door to the end of the exit passageway closer to the food court so that the door would only open towards the north/south corridor. We have identified the area of work T1.0 and also included a partial plan on sheet A1.1. 2. Item #2 — Occupant loads for the conference rooms should be based on 15 sq. ft. per person. This will increase the office load over 50 and an emergency lighted exit path will be needed within the office space connecting the two exit doors. Please revise occupant load figures and show this path with notes referencing emergency lighting. Response: We have corrected the load factors within the code summary on sheet T1.0 and also indentified the exit path connecting the two exits and added note for emergency lighting. 3. Item #3 — A steel catwalk is shown on the plans but no details were provided. Is it existing or proposed? Provide structural details if proposed. Response: Structural calculations and sketches were included in our submittal package and we have thus included the structural drawings that you requested, we have also included an architectural detail on sheet A7.1 as well. 4. Item #4 - The addition of the windows in the exterior wall may affect wind loading on the exterior skin of the building. See note about wind loading on sheet A5.2. Structural design of confirmation should be provided for this work. RECEIVED CORRE TION b0 9 - 11 0 NOV 0 2009 PERMIT CENTER aa-FELRIDGE WAY SW . SUITE 200 . SEATTLE, WA 98106 • 206/624 -2777 • FAX 206/624- 2973 Response: Structural calculations and sketches were included in our submittal package and we have thus included the structural drawings that you requested, the architectural details for the windows are shown on A5.0, A5.1, and A5.2. If you should have any further questions please feel free to call. Sincerely, Wayne E. Johnson, AIA S.M. Stemper Architects Cc: Pat Bums, Westfield Encl.: Sheet TI.0 (4 copies) Sheet A1.0 (4 copies) Sheet A2.1 (4 copies) Sheet A7.1 (4 copies) Revision Submittal Form October 22, 2009 Wayne Johnson 4000 Delridge Wy SW #200 Seattle WA 98106 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -210 Westfield Management Offices — 2800 Southcenter Mall Dear Mr. Johnson, This letter is to inform you of corrections that must be addressed before your development permit(s) 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: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, \1t\ 11 1 Cr �i Y�,N t``I Technician enc File No. D09 -210 City ofru; lia W:\Permit Center \Correction Letters \2009\D09 -210 Correction Letter #1.DOC r. r. • Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: October 15, 2009 Project Name: Westfield Management Offices 2009 Permit #: D09 -210 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building; Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicab ) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The proposed new office exits into a corridor noted as non - rated. The maximum overall travel distance to the main mall is 200 ft. from the most remote point within the tenant space. It would appear that this distance may be exceeded. Also, the doorway added to the interior space of the corridor only swings in one direction but egress flow needs to travel in both directions and therefore this door should be removed. The door # is 215. 2. Occupant loads for the conference rooms should be based on 15 sq. ft. per person. This will increase the office load to over 50 and an emergency lighted exit path will be needed within the office space connecting the two exit doors. Please revise occupant load figures and show this path with notes referencing emergency lighting. 3. A steel catwalk is shown on the plans but no details were provided. Is it existing or proposed? Provide structural details if proposed. 4. The addition of the windows in the exterior wall may affect wind loading on the exterior skin of the building. See note about wind loading on sheet A5.2. Structural design of confirmation should be provided for this work. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DEPARTM NTS: 1)1. ilding DI sion Public Works U Complete Comments: Documents /routing slip.doc 2 -28 -02 • 1 P 11 PLAN REVIEW /R ING SLIP Structural ACTIVITY NUMBER: D09 -210 DATE: 11 -03 -09 PROJECT NAME: SOUTHCENTER MALL MANAGEMENT OFFICE SITE ADDRESS: 2800 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued Incomplete ❑ Fire Prevention ❑ Planning Division ❑ ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-05-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THUFtS ROUTING: Please Route ❑ Structural Review Required ri No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -03 -09 Approved ❑ Approved with Conditions lie Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: * PENH PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -210 DATE: 10 -02 -09 PROJECT NAME: SOUTHCENTER MALL MANAGEMENT OFFICE i SITE ADDRESS: SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENT I P � �S-09 p�yr l L 60.2 uilding iv :slon i re Prevention P D ivi sion JIS Public Wo k: `' �1 �� Structural Permit Coordinator Complete Comments: Documents /routing slip.doc 2 -28 -02 Incomplete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -06 -09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route xf Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -03 -09 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Wit/ `AA Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: IIT • • 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: NO V. 3/ 2 teal Plan Check/Permit Number: D O 9— 21 0 O Response to Incomplete Letter # Response to Correction Letter # / O Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: I,4-1 -' rl Elm A &E/(1L- — Project Address: 2°voO St> U. +e_A1f1R- Contact Person: L4� /.-1lam ,� }-kids o>ti Phone Number: 2 , ( • ( • 277 7 Summary of Revision: 1. 2 L 1 t. t STtetw_ \ LIB RA l n.L‘ a E Y g - pz - rNNZ. _ - a_D c -A--�� 'tai, o(- 2 LS- ' • Li '.PET t7 CC_LAI=AI4tY L,Pra. Aiyd iDe1.177r/e0 3 . ef9-uh ? —Ate At4t5 5Tg-u.G7i./ , sJa ,41 7,,! <hal S { .f-- miLUr. x,264 LW/W /4f " %/1/i,61- oP/ SheetNumber(s): '� I A /.0 t A-/. / , .4 2. 0 4'7 I NOV 200 11 "Cloud" or highlight all areas of revision including date of O v o r'll CENTER Received at the City of Tukwila Permit Center by: Entered in Permits Plus on HAApplications\Fomms- Applications On Line\2009 -08 Revision Submittal.doc Created 8 -13 -2004 Revised 8 -2009 n a aw�e»rr ow . , 4. REVISION a.„ �SU BMI TTA t,tcEIVw cm OF TUKWILA Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 2, Z, Sink, Clinic flushing 8 8 Sink, kitchen 3 2 ( I Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 2.. Z, Water closet, tank or valve, >1.6 GPF 8 4 kM King County Department of Natural Resources and Parks Wastewater Treatment Division 00y� .C,IU T Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property et Address *.E• i Sf✓ I+1IA 9 City State ZIP Owne s� Name Subdivision Name Subdiv. # Building Name sT k (if applicable) ) —q°// 6;49 Owners Phone Number (with Area Code) 7c --- // & 13t/fietis (r ) Property Contact Phone Number (with Area Code) Owner's Mailing Address Sin?cm_g / v A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units __ 20 RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative %�� ��,. --: Date o 9 1058 (Rev. 9/07) White - Kina County Yellow - Local Sewer Aae cv Pin - Sewer Customer (S4v) . STL Agtffrip c Print Name of Owner/Representative 14 -s . ...)6R1-4$1t=. Lot # Block # For King County U3'>, Only Account # No. of RCEs Monthly Rate Property Tax ID # 2 Z3 a ^ oa / Party to be Billed (if different from owner) City or Sewer District _ f LL (Lkt 11 Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day)°__ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RCE RECEIVED OCT 02 2009 PERMIT CENTER License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status FOUSTA1064J2 FOUST It ASSOCIATES INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 4/22/1994 3/28/1998 ARCHIVED Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SI2860 05/06/2009 Until Cancelled 05/11/2009 $12,000.00 05/11/2009 Name Role Effective Date Expiration Date FOUST, STEPHEN GREGORY AGENT 05/11/2009 FOUST, STEPHEN GREGORY PRESIDENT 05/11/2009 FOUST, KERRI JUNE SECRETARY 05/11/2009 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LFtI 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 Other Associated Licenses Business Owner Information Bond Information • SG FOUST CONSTRUCTION INC 4254839414 23502 25th DR SE BOTHELL WA 98021 SNOHOMISH Corporation https://fortress.wa.gov/lni/bbip/Detail.aspx UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602922219 ACTIVE SGFOUGF911KJ CONSTRUCTION CONTRACTOR 5/11/2009 5/11/2011 GENERAL UNUSED Page 1 of 2 12/28/2009 Drawin g Index ARCHITECTURAL T1.0 TITLE - COVER SHEET T1.1 GENERAL NOTES A0.1 EXISTING / DEMO PLAN A1.0 FLOOR PLAN / WALL TYPES A1.1 ENLARGED PLANS / CORRIDOR A1.2 ENLARGED PLANS / BATHROON FIXTURES A2.0 FURNITURE PLAN A3.0 INTERIOR ELEVATIONS / OFFICE SUITE A3.1 INTERIOR ELEVATIONS / OFFICE SUITE A3.2 INTERIOR ELEVATIONS / OFFICE SUITE A3.3 INTERIOR ELEVATIONS / OFFICE SUITE A3.4 INTERIOR ELEVATIONS / OFFICE SUITE A3.5 INTERIOR ELEVATIONS / OFFICE SUITE A4.0 CASEWORK ELEVATIONS/ SECTIONS A5.0 SOUTH EXTERIOR ELEVATIONS /WALL SECTION A5.1 EAST EXTERIOR ELEVATIONS / WALL SECTION A5.2 WINDOW DETAILS A6.0 OVERALL SECTIONS A7.0 REFLECTED CEILING PLAN A7.1 CEILING DETAILS A8.0 SCHEDULES 1' i ;. I CODE COMPLIANCE APPROVFO AUG 2 4 2011 ® 2009 CORRECTION L`TR City of Tukwila BUILDING DIVISION Dol....2 WESTFIELD MALL AT SOUTHCENTER WESTFIELD MANAGEMENT OFFICES - 2009 Abbreviations L AOOUS All AiJ. AGGR AL ARCH ASa ASPH BD. BRIM BLDG, ELK BLKG. BM BBOT Ca CEM CER Cl G CLXG. cLQ cut c COL C CONSIR CONT. CTSK CNTR GTR DBL DEPT. DF. CET. Glut nn D.O. DR DWR DS a� L r E E EXP. FR ED L FE FF. FH FL RASH FXL FAF FOR FPRF FS FL RJFR FUT. G Ga as GLU -LAM GC CR GSM G Ha HC HDMI FDWE HM HCfi¢ HG1. Ill FSUL M: AND ANGE AT CENTERLINE DIAMETER CR ROUND POUND OR NUMEE i DOSING ACOUSTCAL AFEA ORAN ACUUSTABLE AGGREGATE ALUMNUM AFPFXDOMATE ARCHTECTURAL ASBEST ASPHALT BOAR) BITUMINOUS BULDNG BLOCK BLAGQN3 BOTTOM CABNET CATCH A t CEMENT CERAMC CAST FCN CCRNER GUARD CELING CAULKING CLOSET CLEAR CASED OPENING COLUTVN CCNCRETE CONNECTION CONSTRUCTION CONTINUOUS COFFIOOR COUNTERSUNK COUNTi31 CENTER DOUBLE DERAFMENT DRINKING FOUNTAIN DETAL DIAMETER DWBNSCN DEPBJSBI 0 R OPENING DOCR DRAWER DOWNSPOUT DRY STANOPPE CRAWING FAST BERG EACH DPAFECN JCM ELEVATICN HECTFCAL ELEVATOI BEFGENCY ENCLOSUFE ELECTFCAL EQUAL PANB.BOAFD EMMERT ELECTFC WATER COCLBi BEIM BPANECN EXTERIOR R FICCR MAN FOUNDAITCN RE EXTN CAB. FACTORY FNSH F HOSE CU FLOCK FiASFING RUOFEECENT F OF iE FACE OF FNSH FACE CF STUDS FEMME RAL SIZE F ' BRING FUTUFE GAUGE GALVANIZED EEAM GM BM GLASS G LE- {AA�JATB EEAM GROUND GRADE GALV. GYPSUM FETAL GYFaM WALL BOARD WEE L CORE HARMOCO HAFOWAFE FICUON FETAL HOUR FBORT NECE i TEN (01M) KIEF CR JAN JT. IQr. LAa LAM LAV. LKR LT. MAX MG rWea -I MBWH MR MNL MR MSC MILL MTDL ML ra NIG KO a # N OA QC Qa OPP. PPFCsr. PL RlS FR PT. RT. P.TA P.TD, FM P.TR QT. R RAA RD. FEFR RG1R F RESL FM RQ RWL S sc scn 93431 SD. SECT. SEG S{ SF R S SNR SNR SPA SG Ss sif Sri. SCR STAJCr. SUSP. SYM TEL TAG TEL TTN TOR TPA T.V. TAIW. TYR UNE uUON UR VERT. VEST. W. W/ W/O WE JANECR JOINT KITCHEN LAMV LAVATORY LOCKER DORT MAXIMUM MEDICINE GANNET MECHANICAL i 43A3F MBE ETAL M CLE MNIAIM MIFTRCR NOCETUINECUS MAMMY MOM MCI NiiD MOWN NORTH NOT IN CONTRICT NUMEER TONDT WALE OJBiALL a O I DIAMETER (OW OFENING OFPOS1E RATE RAMC LAMINATE RASTER PAR PCINT FRESSURE-TFEATED PAPBi MA% CISPENSER CO EINATU'l PAPER TOWS. DISPENSER & ii TAPE PAPER TCMEL F ECE TA I.E QUARRY TLE FiSER RCVS ME CRAIN REFEFOCE FEFRGERATCR FEGSTER FEIFORCED FECUFED FIE SLJENT FON ROUGH OPENI43 RAN WATERLEADBi SOUTH SOW CCFE S OCNER EAT SCHEDULE SOAP DSPENSEF1 SECTION STRUCTURAL F ASS SHELF SFDWBi 6>$r SIVIAR SANITARY NAM CCPBJS R SANITARY TiIA RECEPTACLE SPECICA SOLD PHENOL PANS SOUAFE STAINLESS MEE SERVCE SIC STA SICRAGE STRUCTURAL SUSfIEN]® SYMWETFCAI. TFEAD TONE BAR TOP CF CO MTE MELERCIE TEFFIAZZO TONGUE AND GROOVE THCX TCP CF PAV NENT TR OR TOP OF WALL TYRCAL UNLESS OTHERWISE NDtB URINAL VBTTIOAL VBSiBUE WEST W CLOSET WOOD WITHOUT AT R0OF WAINSCOT BBGHT Scope of Work SCOPE OF WORK SHALL NCLUDE THE 5,609 SF. TENANT IMPROVEMENT TO VACANT SPACES (2600) WITHIN THE WESTFIELD MALL AT SOUTHCENTER THE WORK WILL COMPRISE OF THE CONSTRUCTION OF NEW OFFICES , CONFERENCE ROOM, BREAK ROOM FOR MALL MANAGEMENT, TOILET ROOMS, AND ALUMINUM STOREFRONT WiNDOWS. THE SPACE IS CURRENTLY VACANT AND /OR CURRENTLY INCLUDES TENANTS STORAGE SPACES. THE PROJECT WILL COMPRISE OF MINIMAL DEMOLITION TO NE EXISTING WALLS /BUILDING, RECONFIGURATION OF STORAGE SPACES AND CONSTRUCITON OF NEW OFFICE SUITE FOR WESTFIELD MANAGMENT. MECHANICAL, ELECTRICAL, FIRE SPRINKLER AND FIRE ALARM FOR THIS TENANT IMPROVEMENT ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, ALL REFERENCE TO RELATED THOSE ITEMS ARE FOR REFERENCE ONLY. Code Summary CODE SUMMARY: IBC 2006 - INCLUDING WASHINGTON STATE AMENDMENTS BILLY SPRINKLED BUILDING - TO BE SUBMITTED UNDER SEPARATE PERMIT. MECHANICAL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT ELECTRICAL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT PLUMBING DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT. PERMIT TYPE - TENANT IMPROVEMENT AT EXISTING COVERED MALL BUILDING ZONING USE: TUC - TUKWILA URBAN CENTER TAX PARCEL NUMBER 262304 -0010 ►►!! ►1�1 111111 TOTAL SQUARE FEET: 4,043 OFFICE SPACE AND 1,566 STORAGE = 5,609 SF OCCUPANCY GROUP: WESTFIELD MALL - M - COVERED MALL TENANT SPACE - B - BUSINESS OFFICES OCCUPANCY LOAD: OCCUPANT LOAD FACTOR- 100 SF. / OCCUP. AT OFFICES, 15 S.F. / OCCUP. AT CONFERENCE ROOM. TOTAL 5F. OFFICE SPACE- 3,593 SFJ 40 = 36 TOTAL SF. CONFERENCE ROOM SPACE- 450 SFJ 15 = 30 OCCUPANT LOAD FACTOR- 300 SF. PER OCCUPANT AT STORAGE TOTAL SF. OF SPACE- 1566 5FJ OCCUPANT LOAD = 6 TOTAL OCCUPANT LOAD 12 EGRESS1REQU I REMENTS: EGRESS WIDTH - 12 (.15) = 11316 - THEREFORE DOORS NOT LESS THAN 32" CLEAR WIDTH - 3' -0" x 1' -0" ACCEPTABLE. PER TABLE 10I5J THE MAXIMUM OCCUPANT LOAD FOR ONE EXIT WITHIN OCCUPANCY TYPE '11' IS 49. (TABLE 1015J) MINIMUM CORRIDOR WIDTH OF 44" - PROVIDED THEREFORE ACCEPTABLE CORRIDORS NOT REQUIRED TO BE I -HOUR RATED PER TABLE 1011.1 FOR BILLY SPRINKLERS BUILDING IN OCCUPANCY TYPE B. DOORWAYS TO EXITS PASSAGEWAYS SHALL BE PROTECTED BY 1 -HOUR FIRE DOOR ASSEMBLY THAT INCLUDES SELF CLOSING DEVICE. - SECTION 402.45) EACH TENANT SHALL BE SEPARATED BY A FIRE PARTITION IN ACCORDANCE TO SECTION 106. PLUMBING REQUIREMENTS (TABLE 2902.1) WATER CLOSETS: MALE/FEMALE - 1 PER 25 FOR THE FIRST 50 AND I PER 50 FOR THE REMAINDER EXCEEDING 50. OCCUPANCY = 12 THEREFORE 36 MALE AND FEMALE OCCUPANTS. ONE WATER CLOSET PROVIDED FOR EACH MALE AND FEMALE THEREFORE OK LAVATORIES: MALE/FEMALE - I PER 40 FOR THE FIRST 80 AND I PER 80 FOR THE REMAINDER EXCEEDING 00. OCCUPANCY = 45 THER 23 MALE AND FEMALE OCCUPANTS. ONE LAVATORY PROVIDED FOR EACH MALE AND FEMALE THEREFORE OK PRINKING FOUNTAIN: 1 PER 100 THEREFORE NO DRINKING FOUNTAINS PROVIDED SERVICE SINK: I SERVICE SINK REQUIRED AND 1 SINK PROVIDED IN BREAK AREA WITHIN BASE CABINETS - THEREFORE OK Separate Permits THE FOLLOWING ITEMS SHALL BE UNDER SEPARATE PERMIT: FIRE ALARM, FIRE SPRINKLER, SIGNAGE, MECHANICAL, ELECTRICAL, AND PLUMBING SHALL BE UNDER SEPARATE PERMIT TO BE SUBMITTED BY CONTRACTOR IS4th 154A l5lade� Vicinity Map _iolt_st`` I66t11 lti NORTH Strider Blvd Treck Dr PLANNING APPROVED • No changes •can be made. to these plans without approval from the Planning Division of oc9 Approved By:, 1'4. "Rmiod461 Date: .44:42404,_ OWNER WEA SOUTHCENTER, LLC 633 Southcenter Seattle, WA 98188 SENIOR GENERAL MANAGER ANDREW CIARROCHI T - 206246.0423 F - 206244.8601 WESTFIELD SPECIAL PROJECTS GROUP ARCHITECTURAL PROJECT MANAGER GERRI GAFNEY 11601 WILSHIRE BLVD. 9T1-1 FLOOR LOS ANGELES, CA 90025 T - 310.6895694 F - 310.689.1289 GGAFFNEYmWESTFIELD.COM MALL OPERATIONS: PAT BURNS T - 206246.0423 F - 2062448601 C - 206.186.9011 PBURNSGWESTFiELD.COM AUG 24 2011 ARCHITECT 5.11. STEMPER ARCHITECTS, PLL.C. 4000 Delridge Way SW Suite 200 Seattle, Washington 98106 CONTACT: WAYNE JOHNSON, PROJECT ARCHITECT T - 206.6242111 F - 206.6242913 wayneesmstemper.com STRUCTURAL ENGINEER PETERSON STREHLE MARTINSON 2200 SIXTH AVENUE, SUITE 601 Seattle, Washington 98121 CONTACT: MUNI VIMAWALA, T - 206.622 4580 F - 206.622.0422 MUNIVGPSM- ENGINEERS.COM Site Plan NORTH AREA OF WORK FILE COPY Permit No DO 4)14110, 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 Cry and Mons is acknowledged: B Date: , /Z --2• 9s -(DF City Of lbkwila BUILDING DIVISION Project Directory SEPARATE PERMIT REQUIRED FOR ❑ Mechanical ❑ Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION MECHANICAL ENGINEER MACDONALD MILLER FACILITY SOLUTIONS 1111 DETROIT AVENUE SW SEATTLE, WA 98106 CONTACT: STEVE AMANN, STEVE.AMANNGMACMILLER.COM T - 206.163.9400 F - 206.161.6113 ELECTRICAL ENGINEER SEA -TAC ELECTRIC INC. 10% SOUTH 220TH STREET KENT, WA 98032 CONTACT: TOM JORDAN TOMJeSEATACELECTRIC.COM T - 2538125553 F - 253812.4112 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. es e Sod th center 633 SouthcenWr TMNwIo, WA., 98198 - 208 -246 -0423 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 INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY MD SHALL NOT RE USED OTHERWISE 1WTHOUT 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 0) O O N C!1 u_ W U O z w w z w Z J W crs U O I-U o� w � Q U .. J I- 0 CO w o 0 Li_ 00 N W ISSUE PERMIT REVISION 11 -02 -09 ISSUE DATE: PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ TITLE - COVER SHEET RECEIVED .NOV 0 3 2009 PERMIT CENTER ti T1.0 SMSA 0921 General Notes ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMETS OF MUNICIPAL LOCAL OR FEDERAL AND STATE LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETER OR NOT SPECIFIED ON THE DRAWINGS. 2. WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THHE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING 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 HIS WORK FORWARD COPES OF EXECUTED PERMITS TO WESTFIELD. 4. ALL WESTFIELD DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT I5 CALLED FOR BY EITHER WILL BE BNDNG AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH 5I•IOUk4 ON ALL RELATED DRAWINGS. 5. THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDNATION AND SCHEDULING OF THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN. AND TRADESMEN REQUIRED TO COMPLETE THE JOB. 6. THE CONTRACTOR 814ALL NOTIFY WESTFIELD IMMEDIATELY IF HE CANNOT COMPLY WITH ALL REQUIREMENTS CALLED FOR ON THESE DRAWINGS. 1. THE CONTRACTOR SHALL NOTIFY WESTFIELD IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS, AND REQUEST CLARIFICATION BEFORE COMMENCING ANY WORK 8. EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO ALLWANCE SHALL BE MADE FOR ANY EXTRA EXPENCE OR EXTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE JOSSITE. S. ALL CONTRACTORS SHALL CONTACT WESTFIELD TO DETERMINE THE BUILDING OWNER'S RULES FOR CONSTRUCTION, DELIVERIES, CONTRUCTION TASKS TO BE PERFORMED OUTSIDE REGULAR BUSINESS HOURS ONLY, AND ANY OTHER SPECIAL BUILDING RQUIREMENTS 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 DELINCUENT ORDERING, SHALL BE BORNE BY THE PARTY RESPONSIBLE. 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS FROM HIS OWN AND HIS SUBCONTRACTORS' WORK, CARPET AND TELECOMS INSTALLATION, ETC., AND PROVIDE FOR ITS REMOVAL FORM THE JOBSITE. 12. THE CONTRACTOR SHALL EXCERCISE 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 CBC CHAPTER 33. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. MY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENCE OF THE CONTRACTOR 14. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS 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 CONTRATOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. THE CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECIEVE COMPLETE SETS OF CONSTRUCTION DRAWINGS, OR ASSUME RILL RESPONSABILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS. 11. ALL EXISTING MANUFACTURED ITEMS NOT BEING REMOVED SHALL BE RERIRBISHED AS REAQUIRED. ANY LOOSE ITEMS TIGHTENED ( NCLUDING, BUT NOT LIMITED TO, EXIT SIGNS, DOWNLIGHTS, SPEAKERS, MOULDINGS, ETC .), AND ANY MISSING PARTS REPLACED BY THE CONTRACTOR TO ACHIEVE A COMPLETE INSTALLATION WITH A NEW APPEARANCE 18. REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTANED FREE FROM ALL OBSTRUCTIONS AND NPEDIMENTS FOR EGRESS IN CASE OF FIRE OR OTHER EMERGENCY. 19. DURNG THE ENTIRE PERIOD OF DEMOLITION AND CONSTRICTION, ALL EXISTING EXIT SIGNS, EXIT LIGHTNG, FIRE PROTECTION DEVISES AND ALARMS SHALL BE CONTINUOSLY MAINTAINED. 20. INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO TI4E SATISFACTION OF WESTFIELD. 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 WIN THE MANUFACTURER OR SUPPLIER 22. CONTRACT CLOSE -OUT SHALL OCCUR ONLY AFTER WESTFIELD HAS PREPARED THE CERTIFICATE OF SUBSTANTIAL COMPLETION AND PUNCH LIST, AND PUNCH LIST ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL SUBMIT MAINTENANCE AND WARRANTY MANUALS, RELEASAE OF LIENS, AND RECORD DRAWINGS TO WESTFIELD WITH HIS FINAL APPLICATION FOR PAYMENT. WESTFIELD SHALL PREPARE ANY NECESSARY CHANGE ORDERS REQUIRED TO FINALIZE THE COST OF THE PROJECT BASED ON THE CONTRACTOR'S FINAL SUBMITTALS. 23. MANUFACTURE'S NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 24. WESTFIELD, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM NE WORK THE CONTRACT SUM AND CLAIMS FOR EXTENSION OF TIME SHALL BE ADJUSTED ACCORDINGLY. SUCH WORK SHALL BE OTHERWISE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT. 25. ALL "EXISTING TO BE RELOCATED ", AND /OR NEW ITEMS INSTALLED BY THE CONTRACTOR, IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION, SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF WESTFIELD PRIOR TO BEING TURNED OVER TO THE OWNER 26. THE CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL AND EQUIPMENT TO TI4E POINT OF USE AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING, AND STORING OF SAME ON CONNECTION WITH THIS CONTRACT. 21. IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO THE SRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT, HE 514ALL GIVE WRITTEN NOTICE TO WESTFIELD WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS AND IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK THE PROCEDURE SHALL BE AS PROVIDED FOT 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 CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY WESTFIELD AND SHALL INCLUDE A COMPLETE DESCRIPTION OF THE WORK, MATERIALS USED, ROOM NUMBER OF THE AREA OF WORK, AND AUTHORIZATION UNDER WHICH THE WORK 05 BENG PERFORMED. TOTAL COST OF THE WORK, INCLUDING THE CONTRACTOR'S MARK -UP, SHALL BE INCLUDED IN THE SUBMITTAL. 29. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER INDICATING PHASING OF THE WORK FROM START TO FINISH OF THE PROJECT. 30. 31. 32. 33. 34. ALL DIMENSIONS ARE FROM THE FACE OF THE FINISH TO THE FACE OF FINISH, UN.O. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR UNA. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF A YEAR FROM THE ACCEPTANCE OF THE PROJECT BY THE OWNER UNLESS STATED OTHERWISE. THE CONTRACTOR SHALL FLASH PATCH FOR CARPET INSTALLATION TO PROVIDE EVEN SURFACE. IN SOUND RATED ROOMS, ALL WALL AND FLOOR PENETRATIONS FOR PIPES, DUCTS AND OUTLETS SHALL BE SEALED WIN AN ACOUSTICAL SEALENT AND CONCEALED OR RECESSED FIXTURES SHALL BE COVERED OR BACKED WITH A SOUND ATTENUATION BLANKET. 35. THE CONTRACTOR SHALL PROVIDE BLOCKNG, BACKING, FRAMING HANGERS, OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS, AND ALL OTHER ITEMS AS REQUIRED. 36. MAXIMUM ROOM OCCUPANT LOAD SIGNS SHALL BE FURNIISNED AND INSTALLED AS REQUIRED BY THE 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 THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR DEFINITION, WESTFIELD SHALL BE NOTIFIED FOR CLARIFICATION. 3S. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE. 40. CONTRACTOR SHALL ENSURE THAT INSTALLATION METHODS CONFORM TO ALL BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED TO MEET CODE REQUIREMENTS. ANY DISCREPENCY BETWEEN THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTNETION OF WESTFIELD IMMEDIATELY FY 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 WESTFIELD'S APPROVAL. 43. AT TI4E TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE WESTFIELD, IN WRITING OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER ANAVAILABLE 44. THE CONTRACTOR SHALL PROVIDE AND INSTALL ROUGH PLUMING AND FINAL HOOK -UP FOR ALL SPECIFIED FIXTURES AND APPLIANCES AND SHALL SUPPLY ALL SUCH FIXTURES AND APPLIANCES UNA. 45. THE CONTRACTOR SHALL VERIFY REQUIRED LOCATION OF ALL NECESSARY ACCESS PANELS (IN PARTITIONS, FLOORS, OR CEILINGS) AND COORDINATE EXACT LOCATIONS WITN WESTFIELD PRIOR TO INSTALLATION. 46. PRIOR TO NSTALLATION OF CADET AND WINDOW COVERING, THE CONTRACTOR SHALL MAINTAIN THE SPACE IN BROOM CLEAN CONDITION WHETHER OR NOT SUCH INSTALLATION IS THE CONTRACTOR'S RESPONSABILITY. 41. THE CONTRACTOR SHALL PROVIDE ALLOWANCE FOR APPLIANCES, UNA. 48. THE CONTRACTOR SHALL LEAVE THE BUILDING IN A LOCKABLE CONDITION DURING THE PERIOD OF THIS WORK WHEN THE CONTRACTOR'S WORKMEN ARE NOT PRESENT AT THE JOBSITE. 49. THE CONTRACTOR SHALL DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA PRIOR TO START OF WORK AS NECESSARY, AFTER SECURING WESTFIELD'S PERMISSION. 50. 51. 52. TI4E CONTRACTOR SHALL PATCH, REPAIR REPLACE, AND /OR REFINISH EXISTING CONSTRUCTION AS NECESSARY TO REFURBISH THE AREA OF WORK THE CONTRACTOR SHALL PROVIDE ALL WORK SHOO 4 0t4 THE DRAWINGS UNLESS SPECIFICALLY NOTED AS "NOT IN CONTRACT" (N.I.C.). THE BUILDING SHALL COMPLY WITH CSC CHAPTER 11 ACCESSIBILITY REQUIREMENTS AT ENTRANCE, PATH OF TRAVEL TO AREA OF WORK, AND RESTROOMS. 53. ANY REVISIONS OR ADDITIONAL WORK REQUIRED BY THE TENANT, FIELD CONDITIONS, OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND WESTFIELD BEFORE PROCEEDING, REGARDLESS OF COST, TIME, OR MATERIAL INCREASE. 54. BY ENTERING NTO AN AGREEMENT WITH WESTFIELD, TI4E CONTRACTOR REPRESENTS THAT HE HAS VISITED THE JOBSITE, FAMILIARIZED HIMSELF WITH EXISTING CONDITIONS, AND NOTED ANY DESCREPENCIES WITI4 THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 55. ANY AND ALL PROPOSED REVISIONS SHALL BE SUBMITTED IN THE FORM OF A WRITTEN CHANGE ORDER TO BE APPROVED AND AUTHORIZED BY WESTFIELD PRIOR TO START OF PROPOSED WORK 56. BEFORE ACCEPTANCE BY WESTFIELD, THE COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS REMOVED, AND ALL OTHER TOUVH UP COMPLETED. 51. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY STATE AND LOCAL BUILDING CODE. 58. FIRE SPRINKLER CONTRACTOR SHALL DESIGN AND PROVIDE CERTIFIED SPRINKLER DRAWINGS FOR WESTFIELD'S APPROVAL. se. THE CONTRACTOR SHALL HOLD HARMLESS THE BUILDING OWNER, WESTFIELD, AND THEIR REPRESENTATIVES OF ANY LEGAL ACTION ARISING AS A RESULT OF THE CONTRACTOR'S WORK 60. CONTRACTOR SHALL PROVIDE THREE (3) SETS OF 514OP DRAWINGS TO WESTFIELD FOR DESIGN APPROVAL AFTER HE HAS REVIEWED THEM FOR CONSTRJCTIBILITY, COORDINATION BETWEEN TRADES, AND CONFORMANCE WITH THE CONTRACT DOCUMENTS. 61 THE CONTRACTOR SHALL SUBMIT SAMPLES OF FNISH MATERIALS TO WESTFIELD FOR APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE WHOLLY LIABLE IF WE FAILS TO DO SO, WHETHER FINISHES ARE SPECIFIED CORRECTLY OR INCORRECTLY IN THE CONTRACT DOCUMENTS. 62. DAMEGE TO WORK SHALL BE REPAIRED BY THE TRADE WHOSE WORK IS DAMAGED AND CHARGED TO THE PARTY RESPONSIBLE FOR THE DAMAGE. 63. THESE DOCUMENTS INCORPORATE THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA DOCUMENTS A201) AND SUPPLEMENTAL CONDITIONS PREPARED BY WESTFIELD, IF ANY, BY REFERENCE. BIDDERS ARE REQUIRED TO BECOME FAMILIAR WITH THESE DOCUMENTS, WHICH CAN BE OBTAINED FROM WESTFIELD. 64. TAPE, BED, AND SAND SMOOTH ALL CORNERS AND JOINTS TO RECEIVE WALL FINISHES. 65. PROVIDE WATER RESISTANT GYPSUM BOARD IN ALL TOILETS AND SHOWER ROOMS. 66. CONTRACTOR TO INFORM WESTFIELD WHEN CHALKLINE LYOUT OF PARTITIONS IS COMPLETED 90 THAT IT CAN BE VERIFIED AND ANY REQUIRED CHANGES MADE PRIOR TO CONSTRUCTION. 61. ALL PLUMBING FIXTURES 914ALL BE SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR PLUMBING CONTRACTOR SHALL SUPPLY ALL NECESSARY INFORMATION ON REQUIRED CUTOUTS TO MILLWORK CONTRACTOR 68. CONTRACTOR SHALL OBTAN SEPARATE PERMITS FOR MECHANICAL, ELECTRICAL, AND PLUMBING WORK. Building Department Notes 1. ALL WORK 91-1ALL CONFORM TO THE 2001 CALIFORNIA BUILDING CODE, 2001 CALIFORNIA PLUMING CODE, 2001 CALIFORNIS MECHANICAL CODE, AND THE 2001 CALIFORNIA ELECTRICAL CODE. 2. THE FACILITIES INCLUDING, BUT NOT LIMITED TO, SANITARY FACILITIES, DRINKING FOUNTANS, AND ELEVATORS ON ALL FLOORS, MUST COMPLY WITH ACCESIBILITY REQUIREMENTS. 3. TOILET FACILITIES SHALL BE IDENTIFIED BY SIGNAGE IN COMPLIENCE WITH THE INTERNATIONAL SYMBOL OF ACCESIBILITY (CSC CHAPTER II). SUCH SIGNAGE SHALL BE SATIN ALUMNUM WITH BLCK LETTERING AND SYMBOLS. 4. THE PATH OF TRAVEL FROM THE DESIGNATED HANDICAP PARKING SPACES AND THE PUBLIC SIDEWALK PROVIDES A FREE AND UNOSBTRUCTED PASSAGE FOR ACCESS TO AND EGRESS FROM THE AREA OFO WORK 5. 6. 1. LIGHT AND CONTROL SWITCHES SHALL BE MOUNTED NOT MORE THAN 4' -0" ABOVE THE FLOOR OR WORKING PLATFORM. DOORS 51-1ALL BE NOT LESS THAN 3' -0" N WIDTH AND NOT LESS THAN 6' -8" N HEIGHT. FLOORS OR LANDINGS LOCATED AT A DOORWAY SHALL BE NOT MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD, WH1CH SHALL HAVE A 1/4" MAXIMUM VERTICAL EDGE AND A CHANGE IN LEVEL NOT GREATER THAN 1:2. 8. A CLEAR AND LEVEL AREA SHALL BE PROVIDED ON EACH SIDE OF EXIT DOORS WITH A LENGHT OF AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" 114 THE OPPOSITE DIRECTION, MEASURED AT RIGHT ANGLES THE DOOR IN ITS CLOSED POSITION. S. ALL HARDWARE SHALL BE OF LEVER TYPE TO COMPLY WITH ACCESIBILITY REQUIREMENTS. 10. THE BOTTOM 10" OF DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. 11. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50 (CBC CHAPTER 10) 12. 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 514ALL BE SELF- CLOSING WITH A DOOR CLOSER SET SO THAT THE DOOR AT LEAST 3 SECONDS TO CLOSE FROM M OPEN POSITION OF 10 DEGREES TO WITHIN 3" OF THE LATCH. Fire Department Notes I. TI4E CONTRACTOR SHALL SUPPLY AND INSTALL A PORTABLE FIRE EXTNGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2 -A10BC WITHIN 15' -0" TRAVEL DISTANCE TO ALL PORTIONS OF TI4E FLOOR, AND ANY ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT FIELD NSPECTOR FIRE EXTINGUISHERS SHALL ALSO BE PROVIDED DURING CONSTRUCTION. 2. ALL INTERIOR FINISHES SHALL CONFORM WITH CBC 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 EXTIGUISHER LOCATIONS SHALL SE CONCEALLED BY DECORATIVE MATERIAL (CBC CHAPTER 8) 4. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED AN END POINT FLAME SPREAD OF 200 FOR ALL OFFICES. 5. NTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS AND STAIRWELLS SHALL NOT EXCEED A FLAME SPREAD CLASSIFICATION OF 15 (CLASS II). 6. ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR FLAME - RETARDANT TREATED IN AN APPROVED MANNER (CURTAN, DRAPES, SHADES, ETC.). 1. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND TI4E TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCIUTS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEMS. IN THE EVENT OF THIS SYSTEM'S FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. EMEGENCY LIGHTING SHALL GIVE A VALUE ON ONE FOOTCANDLE AT FLOOR LEVEL (CBC CHAPTER 10). 8. WHENEVER THE BUILDING I5 OCCUPIED, EXIT SIGNS SHALL BE LIT SO THAT THEY ATE CLEARLY VISIBLE. S. PROVIDE EXIT SIGNS WITH MINIMUM 6" HIGH BLCO LETTERS WITH 3/4" STROKE ON A CONTRASTING BACKGROUND. INDICATE THE LOCATION OF EXIT SIGNS ON PLANS (CBC CHAPTER 10). 10. EXIT PATH LIGI -ITNG SHALL BE PROVIDED AT STAIRWAY, HALLWAY, EXIT PASSAGEWAY, AND EGRESS TO A PUBLIC WAY WHENEVER THE BUILDING IS OCCUPIED. PER CSC CHAPTER 10 11. EMERGENCY LIGHTING SYSTEM I5 REQUIRED AND MUST COMPLY WITH CBC. 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 91-1ALL SE 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 AND LIFE SAFETY SYSTEM. 14. PROVIDE AN APPROVED FIRE ALARM SYSTEM WITH A DESCRIPTION OF SEQUENCE OF OPERATION AND LISTED STATE FIRE MARSHALL APPROVED EQUIPMENT. 15. SUBMIT THREE COMPLETE SETS OF PLANS TO ELECTRICAL DIVISION. DEPARTMENT 16. PROVIDE AUTOMATIC FIRE EXTINGUISHING SYSTEM THROUGHOUT THE FLOOR. ALTERATIONS TO THE AUTOMATIC FORE 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 OBTANED PRIOR TO COMENCEMENT OF ANY WORK ON THE FIRE PROTECTION SYSTEM. SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION OF LOCAL BUILDING DEPARTMENT PRIOR TO SINTALLATION (CSC CHAPTER 9). ELEVATOR DOORS SHALL NOT OPEN DIRECTLY NTO ONE -HOUR CORRIDORS (CBC CHAPTER 301 KEY- LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SONGLE DOOR OR A PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS ". 20. EXIT DOORS 914ALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES 914ALL BE AN APPROVED TYPE (CBC CHAPTER 10). 21. EXIT DOORS SHALL SWING N THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE, AND ANY HAZARDOUS AREA OR GROUP "E" OCCUPANCY (CBC CHAPTER 10). 22. EXIT CORRIDORS, STERIOR EXIT BALCONIES, AND AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF 44" (CBC CHAPTER 10). 23. AN EXIT WALKWAY WITH A MINIMUM WIDTH OD 44" SHALL BE MAINTAINED CONTINUOUSLY TO A PUBLIC WAY (CBC CHAPTER 10). EXIT PATHS OR WALKWAYS TO PUBLIC WAY SHALL BE CLEARLY DELINEATED BY PAINTED LINES, RAILINGS, BARRIE POSTS, WALKS, OR OTHER APPROVED MEANS. 24. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WI -IERE HVAC DUCTS PENETRATE FIRE - RATER° WALLS OR CEILINGS. Partition Notes 1 THE CONTRACTOR SHALL RIRNISH AND INSTALL ALL PARTITIONS INDICATED ON THE DRAWINGS. 2. PARTITION DIMENSIONS ARE FINISH FACE TO FINISH FACE UNA. CENTER LINE OF PARTITION SHALL ALIGN WITH CENTER LINE OF MULLION WHERE OCCURS, UNA. 3. PARTITIONS SHOWN ALIGNED WITH EXISTING BASE BUILDING ELEMENTS SHALL BE INSTALLED FLUSH AND SMOOTH WITH BASE BUILDING ELEMENTS. 4. THE CONTRACTOR 914ALL USE CORNER CEADS AT ALL EXPOSED COMERS AND EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS. 5. ALL PARTITIONS 91-1ALL BE ANCHORED PER MANUFACTURES' SPECIFICATIONS AND AS REQUIRED BY APPLICABLE BUILDING CODES. 6. THE CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENNG5 IN SLAB TO SLAB PARTITIONS ABOVE CEILINGS AS REQUIRED BY ENGNEERNG 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 WESTFIELD OF DISCREPANCIES PRIOR TO BIDDING. I. THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMNG IN PARTITIONS FOR ALL DUCT WORK RETURN AIR OPENINGS AND GRILLS ABOVE AND BELOW CEILINGS SHALL BE COORDINATED WITH MECHANICAL ENGINEERNG DRAWINGS AND MECHANICAL CONTRACTOR'S SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND AGAINST VIBRATION. 8. THE CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING NSTALLATIONS PER APPLICABLE BUILDING CODES. CONTRACTOR SHALL COORDINATE TYPE AND LOCATION OF ACCESS PANELS WITH WESTFIELD PRIOR TO INSTALLATION. S. WESTFIELD SHALL HAVE THE RIGHT TO REVIEW MD APPROVE CHALK LINES PRIOR TO INSTALLATION OF TRACKS. WESTFIELD SHALL BE NOTIFIED OF ANY DEVIATION FROM DIMENSIONS OR CLEARENCES ON PLANS REQUIRED DUE TO FIELD CONDITIONS. 10. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING ROUGH -INS, FIXTURES, AND ACCESSORIES INDICATED IN THE DRAWINGS. 11. THE PLUMBING CONTRACTOR SHALL SUBMIT CUTS OF ALL NEW FIXTURES, FITTINGS, AND ACCESSORIES TO WESTFIELD FOR REVIEW. 12. TI4E PLUMBING CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN ACCORDANCE WITH MANUFACTURES' 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 THIS PROJECT SO THAT ANY FIXTURE, LINE, OR APPATATUS 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. KEY - LEGEND Power, Signal & Data Notes 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHT FIXTURES AND ELECTRICAL WORK AS SHOWN OR IMPLIED IN DRAWINGS AND NOTES. 2. THE CONTRACTOR SHALL COORDINTE 1419 WORK WITH MANUFACTURES' SPECIFICATIONS AND REQUIREMENTS. 3. THE WORK SHALL SE INSTALLED IN STRICT ACCORNANCE WITH TI4E REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, OWNER'S AND LANDLORD'S TELEPHONE COMPANY, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 4. ALL NEW MATERIALS REQUIRED 514ALL CONFORM TO THE STANDARDS OF UNDERWRITERS' LABORATOTIES, INC. IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED, UAN. 5. THE MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT IS THE CONTRACTOR'S RESPONSABILITY TO CRACK DRAWINGS FOR COORDINATION PRIOR TO BIDDING AND AGAIN PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL WORK ANY DISCREPENCY BETWEEN THE DRAWINGS SHALL BE BROUGHT TO TI4E ATTENTIONS OF WESTFIELD FOR CLARIFICATION. WORK INSATALLED IN CONFLICT WITI4 WESTFIELD'S DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S AND SHALL NOT IMPACT THE SCHEDULE. 6. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING AND EXACT SPECIFICATIONS. MECHANICAL AND ELECTRICAL ENGINEERS' DRAWINGS ARE NOT INTENDED TO INDICATE EXACT LOCATIONS OF FIXTURES OR EQUIPMENT. 1. THE CONTRACTOR SHALL FURNISH, INSTALL, AND COORDINATE ANY ELECTRICAL AND /OR LIGHTING ITEMS WITH CABINET WORK UAW. AS REQUIRED. 8. THE CONTRACTOR SHALL COORDINATE ANY TELEPHONE /DATA REQUIREMENTS WITH WESTFIELD'S TELEPHONE/DATA CONTRACTOR AS REQUIRED. 9. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY ELECTRICAL SERVICE AND LIGHTING FOR ALL TRADES AS REQUIRED. 10. ALL ELECTRICAL AND TELEPHONE RECEPTACLES SHALL BE LOCATED IN CENTER OF WALL OR COLUMN IN WHICH THEY OCCUR UNLESS OTHERWISE NOTED 114 PLANS AND DETAILS. THE MAXIMUM SEPARATION BETWEEN SIDE -BY -SIDE OUTLETS SHALL BE 6" O.C. UAW. 11. ALL OUTLETS SHOWN BACK -TO -BACK IN PARTITION SHALL BE OFFSET THE MNIMUM DIMENSION REQUIRED (WITHOUT TOUCHING) TO AVOID BACK -TO -BACK INSTALLATION. 12. ALL TELEPHONE/DATA AND POWER OUTLETS SHALL BE LOCATED 15" ABOVE FINISH FLOOR UAN. SECURITY KEYPADS AND CARD KEY TERMINALS SHALL BE LOCATED 54" ABOVE FINISH FLOOR UAN. 13. PROVIDE TELEPHONE/DATA CUTLETS AS SHOWN ON ELECTRICAL AND TELEPI-IONE PLANS AND ALL NECESSARY CONDUIT RUNS TO TELEPHONE/DAT EQUIPMENT AS REQUIRED. CONTRACTOR SHALL CONFIRM THE SIZE OF REQUIRED CONDUITS WITH TELEPHONE/DATA CONTRACTOR AND TENENT PRIOR TO START OF WORK 14. ALL DIMENSIONS ON ELECTRICAL AND TELEPHONE PLANS ARE TO CENTER LINE, UAN. 15. ALL ELCTRICAL AND TELEPHONE CONDUIT SHALL BE CONCEALED IN PARTITIONS AND /OR CEILINGS. 16. ALL CONDUIT, OTHER THAN 714AT USED FOR ELECTRICAL OUTLETS AND JUNCTION BOXES, 514ALL RECEIVE PULL WIRE INSTALLED BY THE CONTRACTOR 11. PROVIDE SLEEVES IN RATED PARTITIONS ABOVE CEILING FOR TELEPHONE/DATA AND ELECTRICAL RUNS AS THEY OCCUR. 18. THE CONTRACTOR SHALL VERIFY THE CONDUIT SIZE REQUIRED FOR ALL TELEPHONE, ELECTRICAL, AND DATA LINES WITH APPROPIATE ENGINEERS PRIOR TO CORING TO OBTAN PROPER CORE HOLE SIZES. I9. LIGHT SWITCHES SHALL BE LOCATED WITHIN 8" OF DOOR JAMBS, UAN. 20. ALL LIGHT SWITCHES SHALL BE GANG PLATED WHERE APPLICABLE. 2L ALL LIGHT SWITCHES SHALL CIRCUITED AND INSTALLED TO COMPLY WITI4 APPLICABLE LOCAL CODES AND STATE ENERGY REQUIREMENTS. 22. PROVIDE METER METER LOOP, AND SERVICE IN ACCORDANCE WITH LOCAL POWER COMPANY STANDARDS. 23. PROVIDE POWER DISTRIBUTION TO ALL LIGHTING AND EQUIPMENT. 24. PROVIDE SERVICE AND CONNECTIONS FOR HVAC EQUIPMENT AND CONTROLS. 25. PROVIDE ALL PANELS, CUTTERS AND DISCONNECTS. 26. PROVIDE PANEL COMPLETE WITH TYPEWRITEN DIRECTORY AND SPLIT BARS FOR TIME - CONTROLLED CIRCUITS. 21. COORDINATE CONTROL WIRING WITH HVAC CONTRACTOR 28. PROVIDE SERVICE, OUTLETS, OR CONNECTION AS REQUIRED FOR FIXTURES AND /OR EQUIPMENT FURNISHED AND INSTALLED BY OTHERS. 2S. VERIFY TELEPHONE REQUIREMENTS AND TELEPHONE BOARD BOXES, RISERS, CIRCUITING, ETC. WITH APPROPRIATE CONSULTANT DRAWINGS. 30. PROVIDE 29 BOX W/ BLANK COVERPLATE AND CONDUIT STUB -UP CEILING FOR CARD READERS. - EXISTING DOOR - NEW DOOR - NEW GLASS DOOR EXISTING POOR TO BE SALVAGED FOR REUSE - EGRESS PATH STORAGE SCREEN WALL EXISTING WALL S - LIGHT SWITCH I--- - - -1 - (E) LIGHT FIXTURE TO BE REUSED - NEW WALL - EXISTING WALL TO BE DEMOLISHED - LEASE LINE - ELECTRICAL OUTLET 0 - DATA OUTLET - TV CONNECTION ITVI - EGRESS EXIT EXIT 242011 REVIDWED FOR CODE COMPLIANC APPROVED fa 03 1009 City of Tukwila BUILDING DIVISIOI 1 South center `633 Seumc.tmr Tukwila. WA.. 90188 -2E88 208 -248 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS °RARING tS AN INSTRUMENT OF SERNCE, IS THE PROPERTY OF THE ARCHITECT AND NAY NOT BE REPRODUCED IITHOUT THE ARCHITECTS PERMISSION AND UNLESS 1HE REPRODUCTION CARRIES THE ARCHITECTS NAME ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAI41° ARE FOR USE ON THE SPEWED PROJECT 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 ISSUE ISSUE DATE: O ce N w Z J LLI W UQ 0 F c � - 1 - p w rn 11 O w� - I-- J z 0 co 11.1 -I F' u_ N Z Lt.! PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ GENERAL NOTES RECEIVED , OCT 02 2009 PERMIT CENTER T1.1 SMSA 0921 / T C / / / / (E) EXPANSION JOINT COVER TO REMAIN 4I -1 EXISTING STEEL BRACE FRAME (E) DOOR TO REMAN II L (E) WALL EXPANSION JOINT TO REMAIN FIELD VERIFY EXISTING STORAGE AREA (5200( T — '1 — 4 L T r'3 1 -?= (E) WALL EXPANSION JOINT TO REMAIN +19' -6" FIELD VERIFY 4* n \ EXISTING / DEMOLITION PLAN NORTH 1/4" = 1' -0" ±11' -10 1/1" FIELD VERIFY - _ — —I H +12' -4" 415 -10" ±4' -11 1/2" FIELD VERIFY S - 3 " T i r - — T —I i I I I I I I I I 10 -0" r,: (E) ROOF TOP MECHANICAL AREA -7 , , 1 I' -4" 24 EXISTING CORRIDOR 12151 - - � (E) STEEL COLUMN TO REMAIN - TYP. - - - —I EXISTING STEEL RBI 10 -0" ±31' -5 1/2" FIELD VERIFY EXISTING VACANT SPACE 1 200 1 DEMO WALL ASSEMBLY FOR NEW ALUMINUM STOREFRONT WINDOWS (TYP. OF 3) 2 LS" T (E) DOMESTIC WATER LINE 1 TO BE RELOCATED WITHIN WALL ASSEMBLY. ROUTE TO (E) HOSE BIB A EXTERIOR1 WALL 10 1 -0" H FIELD VERIFY LLIMIMP (E) STEEL COLUMN TO REMAIN - TYP. DEMO WALL ASSEMBLY FOR NEW ALUMINUM STOREFRONT WNDOWS (TYP. OF 3) I— — — —I EXISTING CORRIDOR 12151 Demolition General Notes I: CONTRACTOR SHALL DEMO EXISTING SUSPENDED LIGHT FIXTURES WITHIN VACANT SPACES AND TURN OVER TO OWNER (TYPICAL ONE AT EACH VACANT SPACE) 2: CONTRACTOR 5HALL DEMO (IN A SALVAGEABLE MANNER) EXISTING FIRE ALARM DETECTOR AND STROBE WITHIN EACH VACANT SPACE AND REUSE AS PART OF NEW FIRE ALARM SYSTEM. (TYPICAL ONE AT EACH VACANT SPACE) 3 CONTRACTOR SHALL PROTECT ADJACENT MALL CONCOURSE, TENANT SPACES, AND BACK OF HOUSE CORRIDORS FROM CONSTRUCTION DEBRIS, INCLUDING BUT NOT LIMITED TO, DUST, MATERIALS, TOOLS AND STAGING AREAS, MAINTAINING CLEAR ACCESS THROUGH CORRIDORS AND MAIN CONCOURSE. 4: CONTRACTOR SHALL MAINTAIN INTEGRITY OF EXISTING 1-HOUR RATED CORRIDOR (215) AT ALL TIME THROUGHOUT THE CONSTRUCTION OF THIS PROJECT. 5: CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF SPACE AND NOTIFY ARCHITECT OF MY CONFLICT WITH CONSTRUCTION DOCUMENTS. EXISTING CONDITIONS SHALL INCLUDE BUT NOT BE LIMITED TO, ELECTRICAL, MECHANICAL, FLOORS, STRUCTURAL, AND WALL ASSEMBLIES. 6: BACK OF HOUSE SHALL REMAIN FREE AND CLEAR OF ALL DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES. NO EXCEPTIONS. 1. CONTRACTOR SHALL RELOCATE ANY AND ALL FIXTURES, INCLUDING BUT NOT LIMITED TO, LIGHTING, OUTLETS, SWITCHES, FIRE ALARM STROBES/FULL STATIONS, THAT ARE ASSOCIATED WITH THE WALLS DESIGNATED TO BE DEMOLISHED. Demolition Key Notes 0 DEMO METAL STUD FRAMING AND GUA3 UP TO CEILING HEIGHT OF CORRIDOR, MAINTAINING THE 1 -HOUR RATING AT ALL RATED ASSEMBLIES ALONG CORRIDOR 215. O DEMO METAL STUD FRAMING AND GUA3 IN ITS ENTIRETY, INCLUDING TOP AND BOTTOM TACK AS WELL AS GWB CEILING AT DOOR ALCOVE. RELOCATE FIXTURES TO ADJACENT WALL AS REQUIRED FOR ASSOCIATED FIXTURES. 0 HOLLOW METAL DOOR AND FRAME, INCLUDING BUT NOT LIMITED TO HARDWARE, JAMB STUDS, HEADER AND DOOR CONTACTS, N SALVAGEABLE MANNER TO BE TURNED OVER TO OWNER IN A REUSABLE MANNER 0 DEMO METAL STUD FRAMING AND WIRE MESH UNITS N A SALVAGEABLE MANNER TO BE REUSED AT NEW LOCATION OF STORAGE UNITS. O DEMO WOOD DOOR AND FRAME, INCLUDING BUT NOT LIMITED TO HARDWARE, 114 SALVAGEABLE MANNER TO BE RE -USED AT NEW LOCATIONS OF STORAGE AREAS PER PLANS. O6 DEMO EXISTING LIGHT FIXTURES INCLUDING CONDUIT AND J -BOXES 114 SALVAGEABLE MANNER TO BE RE -USED AT NEW LOCATIONS DESIGNATEDW WITHIN THE REVISED STORAGE AREAS PER PLANS. AIN 4 ZU11 REVIEWED FOR CODE COMPLIANCE APPROVED D c 0 3 2009 of BUILDING DIVISION South center • ` 633 Soutli«nhr purl goy Tukwila, WA.. g81a8 -2D8E 206 -2+6 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWN° IS AN "ISTRUIENT OF SERUM, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMSSION AND UNLESS THE REPRODUCTION CARRIES 1HE ARCHITECTS NAME ALL DESIGN AND OTHER NFCRUATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECTFlED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITNCUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW Souhi 200 • SEATTLE, WA 98106 (208) 824 -2777 • FAX (208) 824 -2973 ISSUE ISSUE DATE: PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ EXISTING / DEMOLITION PLAN RECEIVED , OCT 02 2009 PERMIT CENTER A0.1 SMSA #0921 STORAGE 36" X 36" FR ACCESS PANEL ABVOVE CEILING AT 13' -0" AFF (E) STEEL COLUMNS 3 " X 36" FR ACCESS P L ABVOVE CEILING A7 13' -0" AFF (E) FLOOR EXPANSION JOINT TO REMAIN FR PLYWOOD STORAGE .411:11 allilVerdLIWFAZWAILIIIMILN/WICAMILIVALli 6 4 -3" CASEWORK RECEPTION DESK RE: 44.0 4 -3" RECEPTION 4' -1I" 6' - 41/2" TENANT STORAGE STORAGE 10' -2" 4 -0" WIDE FR PL DECK ON STO SCRIBE otet.OUND r 4 -0" WIDE DECK ON (E) DOOR TO REMAIN FR PL u•D TORAGE 'IT TENANT STORAGE DATA CLOSET 1 210 I 1' -10" 8 -10" (E) STEEL BRACE FRAME ABOVE IT -6" 21' -2 3/4" 5' -2 MIN 11 NMI 1 1 •■ 1 1 NMI 1 l MIN 1 l NM. 1 ' awe I I- I wI= I I 10 -0" 8' -10" m 1 1 lam 1 1 1 1 mom �1 1 1 1 wo l 1 w� I I I I I I I I wM I l 5' -5 1/2" STEEL CATWALK ABOVE CEILING TO ACCESS MECHANICAL CLEANOUTS. BOTTOM .4T 12' -6" ,OFF 10' -0" OFFICE SUITE 6' -11" (E) RAIN WATER LEADER TO REMAIN 64' -11 1/2" 22' -6" 10 -0 CONFERENCE 4' -11" 4' -6" 10 3/4" ' / EXIT 6' -2" 1/2" CONFERENCE 14 -1 1/2" OFFICE SUITE 1/2" TO EXIT +3' -4 174" I1111M:. r 7-1 NORTH I -. 1/4" = FLOOR PLAN r (E) ROOF TOP MECHANICAL ARREA 4' -84/4" / / / / 0 0 AUG 2 4 2011 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION oa 0 FLOOR PLAN NOTES 01 03 04 0l 08 CERAMIC TILE FLOOR WITH COVE BASE PER FINISH SCHEDULE RJRNI514 AND INSTALL BASE CABINETS IN THEIR ENTIRETY, INCLUDING REQUIRED BACKING. FURNISH AND INSTALL BASE CABINETS AND UPPER WALL CABINETS 114 THEIR ENTIRETY - RJRNISH AND INSTALL REQUIRED BACKING FOR WALL MOUNTED CASEWORK RJRNISH AND INSTALL 18" DEEP x in THICK SHELF AND COAT ROD. SHELF TO BE LOCATED AT 12" AFF RJRNISH AND INSTALL SINK INCLUDING NECESSARY PLUMBING AS REQUIRED OWNER INSTALLED REFRIGERATOR - RJRNI514 AND INSTALL PLUMBING AS REQUIRED FOR ICE MAKER RE: DESIGN BUILD MECHANICAL FURNISH AND INSTALL UPPER SHELVES INCLUDING REQUIRED SHEET METAL BACKING AT OUTLET LOCATIONS LOCATED AT CASEWORK, OUTLET/DATA RECEPTACLES SHALL BE MOUNTED ABOVE BACK SPLASH OF CASEWORK 42" MIN. TO BE CONFIRMED WITH CASEWORK ELEVATION. WALL TYPES ABOVE ALL UNLESS NOTED o I 1 I /4" (E) i -NR 3" j 3 5/8" 2 3 4 6 1 WALL TYPE 1 (NON-RATED) - 5/8" TYPE X GWB - 3 I" METAL STUD FRAMING AT 16" O.C. - 5/8" TYPE X GWB WALL TYPE 2 (I -HR RATED) UL DESIGN • U -465 EXISTING 5/8" TYPE x GWB - EXISTING 6" METAL STUD FRAMING AT 16 O.C. - EXISTING 5/8" TYPE X GWB - WALL SHALL CONTINUE UP TO STRUCTURE W/ GWB STOPPING 6" FROM STRUCTURE WALL TYPE 3 ASSEMBLY (EXISTING) - 5/8" 'TYPE X GWB 6" (16 GA.) METAL STUD FRAMING AT 12" o.C. - 5/8" EXTERIOR SHEATHING - BUILDING PARR - STUCCO WEEP MAT - METAL LATH - SCRATCH AND BROWN COAT - THIN BRICK VENEER WALL TYPE 4 ((E) RATED AND NEW NON - RATED) (E) 5/8" TYPE X GWB - (E) 6" METAL STUD FRAMING - (E) 5/8" TYPE X GWB - 2 1/2" METAL STUD FRAMING AT 16" O.C. - 5/8" TYPE X GWB WALL TYPE 5 (E) RATED AND NEW NON - RATED) - (E) 5/8" GWB - (E) 6" METAL STUD FRAMING e 16" O.C. - AIR PLUMBING SPACE - (E) 5/8" GWB - SOUND CONTROL BATTS EA. STUD SPACE - 3 -5/8" METAL STUD FRAMING e 16" O.C. - 5/S" GWB WALL TYPE 6 (NON -RATED PARTITION) - 5/8" TYPE X GWB - 3 B" METAL STUD. FRAMING AT 16" O.C. - ACOUSTICAL INSULATION - 5/8" TYPE X GU - INSTALL 4' -0" WIDE ACOUSTICAL BATT INSULATION BLANKET OVER TOP OF WALL WALL TYPE 1 ASSEMBLY (EXISTING) 1 -14R RATED - UL DESIGN •U465 5/8" TYPE X GWB - 6" (16 GA) METAL STUD FRAMNG AT 12" O.C. - 5/8" TYPE X GWB - WALL SHALL CONTINUE UP TO STRUCTURE ABOVE WALL TYPE 1 (NON- RATED) STORAGE PARTITION (SALVAGED) - (E) 2)f' METAL STUDS AT 16" O:C. - (E) WIRE MESH PANELS - MATERIALS TO BE REMOVED 114 SALVAGEABLE MANNER FOR REUSE AT NEW LOCATION PER PLANS So'u th een ter 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 INSTRUMENT CF SERNCE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT RE REPRODUCED 111"OUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES 111E ARCHITECT'S NAME ALL DESIGN AND OTHER INFORMATION SHOMH ON THE DRAINING ARE FOR USE ON THE SPECIFIED PRO CT ONLY AND SHALL NOT DE 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 O N w w U J Q 0 IT- 2 2 � - � — p w 07, 0 Z u � -��J Z o CA� W wo ~ Q u_ co W Q ISSUE PERMIT REVISION / ` 11 -02 -09 ISSUE DATE: 6 33 Southeaster Porkway Tukwila. WA.. 98188 —T� 209 -246 -0423 PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ FLOOR PLAN RECEIVED NOV. 0 3 2009 PERMIT CENTER A1.0 S M SA #0921 H NORTH PARTIAL FLOOR PLAN 1/4" = 1' -0" PARTIAL FLOOR PLAN 1/4" = 1' -0" ' -1" 10' -4" 26'- 81/2" l' -0" i ZIA O O EXISTING CORRIDOR 12151 58' -3" 50 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION 0 FLOOR PLAN NOTES ■ WALL MOUNTED SIGN FURNISH BY OWNER AND INSTALLED BY CONTRACTOR FURNISH AND INSTALL REQUIRED METAL FLAT STRAP BACKNG (24" X 24 ") AT MOUNTING LOCATION FOR SIGNAGE. BOTTOM OF SIGN SHALL BE NO LESS THAN 80" ABOVE FNISH FLOOR. ■ NOTES: 1. DIMENSIONS PROVIDED ARE PLUS/MNUS DIMENSIONS TO BE COORDINATED WITH EXISTING PARAMETERS. CONTRACTOR 51-1ALL VERIFY EXISTING AND NEW DIMENSIONS AND NOTIFY ARCHITECT OF MY DISCREPANCIES. 2. NEW FINISHES SHALL MATCH ADJACENT FINISHES WHERE THEY JON 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 PAINTING. 3. WALL TYPES SHALL EXTEND UP TO BOTTOM OF SUSPENDED CEILING TILES UNLESS NOTED OTHERWISE IN WALL TYPES. 4. EXISTING WALLS ADJACENT TO TENANT SPACE SHALL REMAIN - LEAVING 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 INDEX FOR TYPE II CONSTRUCTION. ALSO MY WOOD COMPONENTS USED SHALL BE FIRE RETARDENT TREATED WOOD. (IBC 402.15.4, 602, 603, 4 2604) 1. BACK OF HOUSE CORRIDOR *25 SHALL REMAN FREE AND CLEAR AT ALL TIMES FOR REQUIRED EGRESS. CORRIDOR SHALL BE KEPT CLEAN AND FREE OF ALL CONSTRCUCTION DEBRIS, DUST, MATERIALS ETC AT ALL TIMES. 933 Southeanter Undo, WA.. 98188 -286D 208 -248 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, Califomia 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 MS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS 1HE REPRODUCTION CARRIES THE ARCHITECTS NAME ALL DESIGN AND OTHER NFORMATION SHOWN ON THE DRAWING ME FOR USE ON THE SPECIFIED PROJECT 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 ISSUE ! ' \ 11 -02 -09 ISSUE DATE: PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ PERMIT REVISION PERMIT SET OCT. 01, 2009 PARTIAL FLOOR PLANS RECEIVED NOV. 03 2009 PERMIT CENTER A1.1 SMSA #0921 MEN'S RESTROOM ELEVATIONS 1/2" = 1' -0" A. EAST ELEVATION 1/2" = 1' -0" 11 3'-011 31 -011 • 0 WOMEN'S RESTROOM PLANS TILE COVE BASE TYP. TILE WAINSCOTTING TYP. 0 r !P m= 0 MIN MINN 3' -4" 1'-01I • 3'-6 I I 1 1 1 ._ I• =TI:, 7.1 :11 1 ∎1 J I■� �ahii ■ NOTES: I. CONTRACTOR SHALL RIRNISH AND MSTALL 16 GA FLAT STRAP BACKING AT WALL LOCATIONS DESIGNATED TO RECIEVE WALL MOUNTED FIXTURES INCLUDING BUT NOT LIMITED TO: UPPER WALL CARNETS, GRAB BARS, MAT TABLE LEDGER AND VISUAL DISPLAY BOARDS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONTRUCTION. RESTROOMS FIXTURES SHALL BE MOUNTED N ACCORDANCE TO ADA 4140 LOCAL JURISDICATIONAL REQUIREMENTS B. SOUTH ELEVATION 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 B. SOUTH ELEVATION C. EAST ELEVATION C. WEST ELEVATION IE 209 / / / / D. NORTH ELEVATION 10� / / RECESSED PAPER TOWEL DISPENSER D. NORTH ELEVATION 1 7 0 0 0 O 0 p 1 4 1•4EI■M101. rrq / I I 1 •. ■ -. CEPTACLE I I 42" AFF. 1/ 1 II II /. / L- I mai 2 09 5 I O I I : ' S ANITARY NAF'KM DIS AL i 1 4 I i * TOILET PAPER DISFEN5EtR1 — — ' / \ , ► 1 1 1 C ��1 1 i , 1 ,, , / / I 4' 1 LreirdEr■IMMIEVAILMEIMPAIM■■■■■■7110 (1) \ / 4 ENLARGED PLAN 1 /2" = 1' -0" \ TILE 208 / \ 5' -0" TYP. WOMENS RESTROOM 1 208 B \ a L CARPET O TILE 209 NORTH 1/2" = 1' -0" 3 1 - c. 3 -4 1'- 11 N CARPET ENLARGED REFLECTED CEILING PLAN RECESSED PAPER TOWEL DISPENSER CERAMIC TILE FLOOR ACCESSORY SCHEDULE 0 36" GRAB BAR MOUNTED AT 33" AFF. 0 TOILET PAPER DISPENSER MOUNTED WITH CENTERLINE 8" IN FRONT OF TOILET AT 15' MIN. APP. 0 VERTICAL 18" GRAB BAR MOUNTED AT 40" AFF AND 40" FROM BACK WALL. 0 48" GRAB BAR MOUNTED AT 33" APR O 30" X 42" MIRROR AT 40" APP. O PAPER TOWEL DISPENSER O PLUMBING PIPE PROTECTOR O TOILET SEAT COVER DISPENSER • City of 1bkia►4Ia . BUILDING. DIVISION - 1 ■■■11/11111■11102■■■■■■■■■■■101121■11,11••■■■■■■■■ REVIEWED FOR OOE 1. APPROVED . DEC 0 a 2009 SoU:th cen ter WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRANWG IS AN INSTRUMENT OF SERVICE, IS TIE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED 1111HOUT THE ARCHITECTS PERMISSON AND UNLESS 11E REPRO IUCTION CARRIES THE ARCHITECTS NAME. ALL DESGN AND OTHER INFORMATION SH OYR ON THE DRANK ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE VITHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (208) 624 -2777 • FAX (206) 624 -2973 ISSUE ISSUE DATE: es 633 SOU hOSnbr Parksay 1NIWfa. WA.. 98186 -2686 206- 246 -0423 PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ ENLARGED BATHROOM PLANS AND ELEVATIONS RECEIVED OCT .Q2 2009 F HMI 1 IJtN 1 thi A1.2 S M SA 0921 I DATA CLOSET — EME CY LIGHTING I EXIT PA PER LOCAL JURISDIC ION 1 - - -- . I EMERGENCY LIGHTING EXIT PATH PER LOCAL JURISDICTION 1` J7L7L7L7L7L' OFFICE 206 Q BICLE - I STAFF CUBICLE - 2 STAFF CUBICLE - 3 STAFF CUBICLE - 4 STAFF CUBICLE - 5 WORK WORK STATION - 1 STATION - 2 WORK WORK 6TATION - 3 STATION - 4 BASE CABINETS RECEPTION RECEPTION D CABINETS I L ..._- J7�7+ � . CONTRACTOR SHALL' R.M15H ;AND INSTALL EMERGENCY LIGHTING; PATH TO EACH EXIT DOOf AS RQUIRED BY LOCAL JURISDICTION S mr • OFFICE 5U TE b 204 �7.7∎ 7`7��� ∎7 ∎7 ∎7 ∎7 ∎ ∎7 ∎7�7a7A7��r7 ►_ 1g I II f�STROOM ►7/ .7L7L7L7L7L7L7L7L7L7�.L►L' h I -1 47L7■■■■7L7L7L7r161/2\7L� 11� LIVAL7�7�7∎ 7�7�7A7A7�7�7L7A7 ∎747�7J7 ∎7 ∎7 ∎7L7� _• EML7L7L7L7L7L7L7L7L7L7L7L7■7/ TENANT STORAGE TEts STORAGE TENAN STORAGE TENANT STORAGE STORAGE STORAGE TENAN STORAGE (5209 TENANT STORAGE STAFF CUBICLE - 6 EXISTING CORRIDOR WORK WORK STATION - l STATION - 8 STAFF CUBICLE - 8 OFFICE SUITE UPPER AND BASE CABINETS LARGE CONFERENCE STAFF CUBICLE - 10 STAFF CUBICLE - 9 V t. } p 1 1 /4" = 1' -0" k { t,;, i i F . FURNITURE PLAN N N ' 5 a W GENERAL FURNITURE NOTES 1 REFER TO SHEET T1.1 FOR FURNITURE PLAN GENERAL NOTES 2. MINIMUM AISLE CLEARANCE BETWEEN RIRNITUt E SYSTEMS TO 44" CLEAR U.ON. 3. FURNITURE INSTALLER TO NOTIFY WESTFIELD AND ARCHITECT OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS 4 FURNITURE PLAN. 4. FURNITURE DEALER TO PROVIDE DIMENSIONED INSTALLATION PLANS FOR WESTFIELD'S AND ARCHITECT'S APPROVAL PRIOR TO BEGINNING OF THE FURNITURE INSTALLATION. 5. EGRESS PATH IS SHOWN ON FURNITURE PLAN FOR CODE PURPOSES AND ALL CLEARANCE MUST BE MAINTAINED AT COMPLETION OF R1RNITURE INSTALLATION. 6. FURNITURE 15 OWNER PROVIDED AND CONTRACTOR INSTALLED UNLESS NOTED OTHERWISE. CONTRACTOR TO COORDINATE LOCATION OF CONNECTIONS, INCLUDING BUT NOT LIMITED TO POWER DATA, TELECOM, ETC. TO ALL FURNITURE. KEY - LEGEND ■ EXIT EGRESS PATH AUG 24 2Q11 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 City) of T ikw)la BUILDING DIVISION South center WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS ORANING IS AN INSTRUMENT OF SERVICE, IS 1HE PROPERTY CF THE ARCHITECT AND MAY NOT BE REPRODUCED N1IHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCRON CARRIES THE ARCHITECTS NAVE. AU. DESIGN AND OTHER NFORMA110N SHONN ON THE DRANING ARE FOR USE ON 111E SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE YAIHOUT 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 ISSUE PERMIT REVISION 11 -02 -09 ISSUE DATE: des 633 Southeaster vokway Work. WA.. 9E186 -�E 206 -24C -0423 PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ FURNITURE PLAN RECEIVED NOV, '0 3 2009 PERMIT CENTER A2.0 SMSA. #0921 WALL FINISH .ND SPECIFY °: COLOR SPECIFY °: SPECIFY I': ORDER FINISH: ICI CRISP WHITE SHIRT 60YR 83/009 EGGSHELL, UAN. ICI SCROLL BE IGE 20YY 43/083 EGGSHELL, UAN. ICI FRENCH SILVER S013G 55/051 AI955 EGGSHELL, UAN. MANUFACTURER COLOR SPECIFY •: ORDER'S FINISH: MANUFACTURER PRODUCT: COLOR FINISH: ICI CHARCOAL SLATE 3085 21/014 A2006 EGGSHELL, UAN. SHERWIN WILLIAMS LATEX CHINESE RED / SW 0051 EGGSHELL WINDOW BLINDS MANUFACTURER: HUNTER DOUGLAS PRODUCTSHADE WITH METAL FASCIA AND BRACKET COLOR E SCREEN 4100 - 5% OPENNESS FINISH: DARK BRONZE CORD: MOUNT PULL CORD ON LEFT SIDE CONTACT: TBD CERAMIC TILE MANUFACTURER STYLE: COLOR COLOR ID NO: SIZE: CONTACT: LOCATION: STONE PEAK CERAMICS L IMESTONE IVORY USH124D40I 12" X 24" SHEET MELISSA THORN - 114 -944 -2360 RESTROOM WALL COVERING MANUFACTURER LUNA TEXTILES STYLE: ODEON COLOR: VIRTU COLOR ID NO: MOD -2222 NOTIBACK FABRIC AS REQUIRED CONTACTMARY DAVIS 310 -410 -6121 LOCATIMONFERENCE/PRIVATE OFFICE ACCENT WALL MANUFACTURERAESIGN YOUR WALLCOM STYLE: J8132 /8 COLORWHITE, SILVER BLUE MODERN MATERIAL: VINYL CONTACT: LISA866- 960 -3030 NOTE:AT LUNCHROOM ACCENT WALL MANUFACTURER INNOVATIONS STYLI:VINYL WALLCOVERNG COLOR LIZARD COLOR ID NO: 2100 - WHITE WIDTH: 54" CONTACT:JESSICA KALWEIT 310- 28S -0100 LOCATION: PHONE ROOM AT SIDE WALLS MANUFACTURER INNOVATIONS STYLWINYL WALLCOVERING COLOR LIZARD COLOR ID NO: 2110 - NUTRIA WIDTH: 54" CONTACT:JESSICA KALWEIT 310 -28S -0100 LOCATION :PHONE ROOM AT BACK WALL MANUFACTURER I•NVIRONMENTS STYLE: MURANO MOLTO COLOR LUNA COLOR ID NO: MM010I WIDTH: 54" CONTACT: 800- 221 -8053 LOCATIONACCENT WALL AT RECEPTION MANUFACTURER WOLF GORDON STYLE:VYCON VALUE IV COLOR G 5119993 COLOR ID NO: V V P4I8 WIDTH: 54" CONTACT: RONNI MASSOK 310- 109 -6815 LOCATION: WOMEN$ RESTROOM ♦ 204A / / 3' -0" / / A - NORTH ELEVATION / = 4" RUBBER BASE TYP. GRAPHICS BY OTHERS .1. INTERIOR ELEVATIONS- WEST ENTRY 1 /2" = 1' -0" 1/2" = 1' -0" GRAPHICS BY OTHERS SEMI -GLOSS PAINT A - NORTH ELEVATION B - EAST ELEVATION INTERIOR ELEVATIONS- EAST ENTRY OFFICE SUITE - #204 CV 201 / / / A - NORTH ELEVATION 4" RUBBER BASE . / / 202 C - WEST ELEVATION 4" RUBBER BASE TYP. INTERIOR ELEVATIONS- OFFICE SUITE - #204 1 /2" = 1' -0" WALL FINISH NOTES 1. ALL AREAS ARE TO NE PAINTED IN ACCORDANCE WITH FINISH PLANS UNLESS OTHERWISE NOTED OR SPECIFIED. 2. PAINT COLORS SHALL 13E AS SPECIFIED BY WESTFIELD, AND THE CONTRACTOR SHALL SUBMIT (3) 12 SAMPLE$ FOR REVIEW. 3. THE CONTRACTOR SHALL USE SPECIFIED PAINT PRODUCTS. IF SUBSTITUTION OF MANUFACTURER IS REQUESTED, THE CONTRACTOR SHALL PROVIDE MANUFACTURE'S LITERATURE, INCLUDING FULL APPLICATION SPECIFICATIONS, TO WESTFIELD FOR APPROVAL IN ADVANCE OF APPLICATION. 4. WALL SHALL 8E DEFINED AS SURFACES FROM FLOOR TO CEILING, INCLUDING PILASTERS, FASCIAS, JAMBS, BUCKS, REVEALS, RETURNS, AND ALL VERTICAL SURFACES NOT INCLUDED 014 CEILING. 5. INDICATIONS OF EXTENT OF WALL FINISH ARE GRAPHICALLY SYMBOLIC AND DO NOT REPRESENT EVERY JOG, PROTRUSION, OR RECESS OCCURING ON THE ACTUAL CONSTRUCTED SURFACE (NEW OR EXISTING). THE CONTRACTOR SHALL PROVIDE SPECIFIED FINISH ON ALL SURFACES WITDN THE LIMITS SHOWN ON THE PLANS. 6. THE CONTRACTOR SHALL INSPECT ALL SURFACES FOR HOLES, CRACK, AND ANY OTHER CONDITIONS WHICH WOULD ADVERSELY IMPACT PAINT APPLICATION. ALL EXISTING LOOSE PAINT SHALL BE REMOVED. ALL SURFACES SI4ALL BE PROPERLY PREPARED, PATCHED AS APPROPRIATE TO A SMOOTH CONDITION, AND MADE READY FOR PRIME AND PAINT. THE CONTRACTOR SHALL NOT PROCEED WITH THE PAINTING WORK UNTILL THIS HAS OCCURRED AT ALL SURFACES SCHEDULED TO RECEIVE PAINT. 1. COMMENCEMENT OF PAINTING WORK SHALL REPRESENT ACCEPTANCE OF SURFACE CONDITIONS. S. THE CONTRACTOR SHALL CARERJLLY REMOVE AND STORE ALL ELECTRICAL SWITCH AND OUTLET PLATES, SURFACE HARDWARE, ETC. PRIOR TO PAINTING, AND REPLACE THEM WHEN PAINTING WORK IS COMPLETE. ALL PAINT SPILLED, SPLASHED, OR SPLATTERED ON DIFFUSERS, REGISTERS, SLAB FITTINGS, ETC. SI4ALL SE REMOVED WHEN PAINTING WORK IS COMPLETE. THE CONTRACTOR SHALL REPLACE ANY ITEMS DAMAGED DURING TH15 PROCESS WITH NEW ITEM TO MATCH EXISTING. S. ALL WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING, SANDING, AND (2) RILL COATS OF SEMI -GLOSS ENAMEL FREE OF BRUSH MARKS. 10. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF ALL WORK AND PERFORM NECESSARY "TOUCH -UP" PAINTING AND /OR PATCHING. 11. THE CONTRACTOR SI4ALL INSTALL WALL COVERNG PER MANUFACTURE'S SPECIFICATIONS WHERE INDICATED ON FINISH PLANS. WALL COVERING $HALL BE INSTALLED SMOOTH, WITHOUT WRINKLES, BUBBLES OR LOOSE EDGES. ALL PASTE AND BRUSH MARKS SHALL BE REMOVED. WALL COVERING ADJOINING WOOD AND METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. WALL COVERING AT ALL REVEALS SI4ALL RETURN INTO REVEAL. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY WESTFIELD WILL NOT 8E ACCEPTED. A00242011 REVIEWED FOR CODE COMPLIANCE APPROVED 050 0 3 2009 City of Tfu{ la BUILDING DIVISION Soutth cen ter Tukwila. w�9eetea -288$ 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 GRAMINO IS AN NSTRUNENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED METHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOTN ON THE DRAWING ARE FOR USE ON IRE SPECIFIED PRO.ECT ONLY AND SHALL NOT BE USED OTHERWISE MTTHOUT 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 O N W U 0 Z w w z ISSUE ISSUE DATE: PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ INTERIOR ELEVATIONS RECEIVED OCT 02 2009 PERMIT CENTS& A3.0 S M SA #0922 /� /i j/i � / / \ \ \ / . / \ / 1 \ / . \ \ / / 203 WALL FINISH .ND SPECIFY °: COLOR SPECIFY °: SPECIFY I': ORDER FINISH: ICI CRISP WHITE SHIRT 60YR 83/009 EGGSHELL, UAN. ICI SCROLL BE IGE 20YY 43/083 EGGSHELL, UAN. ICI FRENCH SILVER S013G 55/051 AI955 EGGSHELL, UAN. MANUFACTURER COLOR SPECIFY •: ORDER'S FINISH: MANUFACTURER PRODUCT: COLOR FINISH: ICI CHARCOAL SLATE 3085 21/014 A2006 EGGSHELL, UAN. SHERWIN WILLIAMS LATEX CHINESE RED / SW 0051 EGGSHELL WINDOW BLINDS MANUFACTURER: HUNTER DOUGLAS PRODUCTSHADE WITH METAL FASCIA AND BRACKET COLOR E SCREEN 4100 - 5% OPENNESS FINISH: DARK BRONZE CORD: MOUNT PULL CORD ON LEFT SIDE CONTACT: TBD CERAMIC TILE MANUFACTURER STYLE: COLOR COLOR ID NO: SIZE: CONTACT: LOCATION: STONE PEAK CERAMICS L IMESTONE IVORY USH124D40I 12" X 24" SHEET MELISSA THORN - 114 -944 -2360 RESTROOM WALL COVERING MANUFACTURER LUNA TEXTILES STYLE: ODEON COLOR: VIRTU COLOR ID NO: MOD -2222 NOTIBACK FABRIC AS REQUIRED CONTACTMARY DAVIS 310 -410 -6121 LOCATIMONFERENCE/PRIVATE OFFICE ACCENT WALL MANUFACTURERAESIGN YOUR WALLCOM STYLE: J8132 /8 COLORWHITE, SILVER BLUE MODERN MATERIAL: VINYL CONTACT: LISA866- 960 -3030 NOTE:AT LUNCHROOM ACCENT WALL MANUFACTURER INNOVATIONS STYLI:VINYL WALLCOVERNG COLOR LIZARD COLOR ID NO: 2100 - WHITE WIDTH: 54" CONTACT:JESSICA KALWEIT 310- 28S -0100 LOCATION: PHONE ROOM AT SIDE WALLS MANUFACTURER INNOVATIONS STYLWINYL WALLCOVERING COLOR LIZARD COLOR ID NO: 2110 - NUTRIA WIDTH: 54" CONTACT:JESSICA KALWEIT 310 -28S -0100 LOCATION :PHONE ROOM AT BACK WALL MANUFACTURER I•NVIRONMENTS STYLE: MURANO MOLTO COLOR LUNA COLOR ID NO: MM010I WIDTH: 54" CONTACT: 800- 221 -8053 LOCATIONACCENT WALL AT RECEPTION MANUFACTURER WOLF GORDON STYLE:VYCON VALUE IV COLOR G 5119993 COLOR ID NO: V V P4I8 WIDTH: 54" CONTACT: RONNI MASSOK 310- 109 -6815 LOCATION: WOMEN$ RESTROOM ♦ 204A / / 3' -0" / / A - NORTH ELEVATION / = 4" RUBBER BASE TYP. GRAPHICS BY OTHERS .1. INTERIOR ELEVATIONS- WEST ENTRY 1 /2" = 1' -0" 1/2" = 1' -0" GRAPHICS BY OTHERS SEMI -GLOSS PAINT A - NORTH ELEVATION B - EAST ELEVATION INTERIOR ELEVATIONS- EAST ENTRY OFFICE SUITE - #204 CV 201 / / / A - NORTH ELEVATION 4" RUBBER BASE . / / 202 C - WEST ELEVATION 4" RUBBER BASE TYP. INTERIOR ELEVATIONS- OFFICE SUITE - #204 1 /2" = 1' -0" WALL FINISH NOTES 1. ALL AREAS ARE TO NE PAINTED IN ACCORDANCE WITH FINISH PLANS UNLESS OTHERWISE NOTED OR SPECIFIED. 2. PAINT COLORS SHALL 13E AS SPECIFIED BY WESTFIELD, AND THE CONTRACTOR SHALL SUBMIT (3) 12 SAMPLE$ FOR REVIEW. 3. THE CONTRACTOR SHALL USE SPECIFIED PAINT PRODUCTS. IF SUBSTITUTION OF MANUFACTURER IS REQUESTED, THE CONTRACTOR SHALL PROVIDE MANUFACTURE'S LITERATURE, INCLUDING FULL APPLICATION SPECIFICATIONS, TO WESTFIELD FOR APPROVAL IN ADVANCE OF APPLICATION. 4. WALL SHALL 8E DEFINED AS SURFACES FROM FLOOR TO CEILING, INCLUDING PILASTERS, FASCIAS, JAMBS, BUCKS, REVEALS, RETURNS, AND ALL VERTICAL SURFACES NOT INCLUDED 014 CEILING. 5. INDICATIONS OF EXTENT OF WALL FINISH ARE GRAPHICALLY SYMBOLIC AND DO NOT REPRESENT EVERY JOG, PROTRUSION, OR RECESS OCCURING ON THE ACTUAL CONSTRUCTED SURFACE (NEW OR EXISTING). THE CONTRACTOR SHALL PROVIDE SPECIFIED FINISH ON ALL SURFACES WITDN THE LIMITS SHOWN ON THE PLANS. 6. THE CONTRACTOR SHALL INSPECT ALL SURFACES FOR HOLES, CRACK, AND ANY OTHER CONDITIONS WHICH WOULD ADVERSELY IMPACT PAINT APPLICATION. ALL EXISTING LOOSE PAINT SHALL BE REMOVED. ALL SURFACES SI4ALL BE PROPERLY PREPARED, PATCHED AS APPROPRIATE TO A SMOOTH CONDITION, AND MADE READY FOR PRIME AND PAINT. THE CONTRACTOR SHALL NOT PROCEED WITH THE PAINTING WORK UNTILL THIS HAS OCCURRED AT ALL SURFACES SCHEDULED TO RECEIVE PAINT. 1. COMMENCEMENT OF PAINTING WORK SHALL REPRESENT ACCEPTANCE OF SURFACE CONDITIONS. S. THE CONTRACTOR SHALL CARERJLLY REMOVE AND STORE ALL ELECTRICAL SWITCH AND OUTLET PLATES, SURFACE HARDWARE, ETC. PRIOR TO PAINTING, AND REPLACE THEM WHEN PAINTING WORK IS COMPLETE. ALL PAINT SPILLED, SPLASHED, OR SPLATTERED ON DIFFUSERS, REGISTERS, SLAB FITTINGS, ETC. SI4ALL SE REMOVED WHEN PAINTING WORK IS COMPLETE. THE CONTRACTOR SHALL REPLACE ANY ITEMS DAMAGED DURING TH15 PROCESS WITH NEW ITEM TO MATCH EXISTING. S. ALL WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING, SANDING, AND (2) RILL COATS OF SEMI -GLOSS ENAMEL FREE OF BRUSH MARKS. 10. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF ALL WORK AND PERFORM NECESSARY "TOUCH -UP" PAINTING AND /OR PATCHING. 11. THE CONTRACTOR SI4ALL INSTALL WALL COVERNG PER MANUFACTURE'S SPECIFICATIONS WHERE INDICATED ON FINISH PLANS. WALL COVERING $HALL BE INSTALLED SMOOTH, WITHOUT WRINKLES, BUBBLES OR LOOSE EDGES. ALL PASTE AND BRUSH MARKS SHALL BE REMOVED. WALL COVERING ADJOINING WOOD AND METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. WALL COVERING AT ALL REVEALS SI4ALL RETURN INTO REVEAL. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY WESTFIELD WILL NOT 8E ACCEPTED. A00242011 REVIEWED FOR CODE COMPLIANCE APPROVED 050 0 3 2009 City of Tfu{ la BUILDING DIVISION Soutth cen ter Tukwila. w�9eetea -288$ 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 GRAMINO IS AN NSTRUNENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED METHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOTN ON THE DRAWING ARE FOR USE ON IRE SPECIFIED PRO.ECT ONLY AND SHALL NOT BE USED OTHERWISE MTTHOUT 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 O N W U 0 Z w w z ISSUE ISSUE DATE: PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ INTERIOR ELEVATIONS RECEIVED OCT 02 2009 PERMIT CENTS& A3.0 S M SA #0922 • 0 • ; / • • 1; I • / • \ \ / \ , \ • • • / • \ / NI . 4" RUBBER BASE Tl'P. FURNITURE ♦ A ,r 0 _ BY OTHERS •: BASE TYP. 4" RUBBER • o 4. ; / • • 1; - A • / \ / \ ; ;; / • \ \ / \ , \ • • • / • \ / NI . 4" RUBBER BASE Tl'P. '"//,34 ♦ A ,r 0 • . / • ; • / • • • ; • • • • / AA ; • ;\ / • 1 / ,, / • , I V • • ;1 • • 1 • � ,. • I • s • I / \ \ I / \1 ; • i �v ' 0\ ;' I1 r a A - NORTH ELEVATION 4" RUBBER BASE' TYP • A - EAST ELEVATION GRAPHICS BY OTHERS INTERIOR ELEVATIONS- OFFICE SUITE 204A INTERIOR ELEVATIONS- OFFICE SUITE 204B 1/2" = 1' -0" A - NORTH ELEVATION SEMI -GLOSS PAINT 4" RUBBER BASE TYP. VERIFY DIRECTION OF SWING FOR (E) REFRIGERATOR B - EAST ELEVATION INTERIOR ELEVATIONS- LOUNGE #207 1/2" = 1' -0" • /T. 4u RUBBER BASE TIP. • • B - EAST ELEVATION B SOUTH ELEVATION rrp. NO LARGE GAPS MICROWAVE FULL HEIGHT BACKSPLASH C - SOUTH ELEVATION C - SOUTH ELEVATION / / / 201, ♦ ♦ • 4" RUBBER BASE rrp. • • 205 D - WEST ELEVATION • C - WEST ELEVATION r 4N : RA&rrP. . • WALL MOUNTED TV FURNISH AND INSTALL FLAT >~. STRAP BACKING FOR SUPPORT XP AUO 2 4 2011 '1- 21 S �Y'ER ARCHITE S. A Prot-, , um** I iiirj ,(fompa� 4000 : D SIDG , � i1Yf SW SUIT$:$Q9 . *m106 (206) 684- 4/riY.:1 014242205, PERMIT SET INTP3PR E REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION p J;j �!'� � 1�� F 4D 6- ''�i� p • ; oaf . . i• • -.. - • •• • • ... • • .... . • ...1 i • •• : .• • • . • -..• • • .-• • ' •••• " • *.• • i • : . . • At:i■ . • .. • . . • . . . ..1 • • Mr . . ...... • . Hi *L... i i i. • • • • •• - - • • • • • • • • . . . .. . • . . ... . • • • - • a A - NORTH ELEVATION 4" RUBBER BASE' TYP • A - EAST ELEVATION GRAPHICS BY OTHERS INTERIOR ELEVATIONS- OFFICE SUITE 204A INTERIOR ELEVATIONS- OFFICE SUITE 204B 1/2" = 1' -0" A - NORTH ELEVATION SEMI -GLOSS PAINT 4" RUBBER BASE TYP. VERIFY DIRECTION OF SWING FOR (E) REFRIGERATOR B - EAST ELEVATION INTERIOR ELEVATIONS- LOUNGE #207 1/2" = 1' -0" • /T. 4u RUBBER BASE TIP. • • B - EAST ELEVATION B SOUTH ELEVATION rrp. NO LARGE GAPS MICROWAVE FULL HEIGHT BACKSPLASH C - SOUTH ELEVATION C - SOUTH ELEVATION / / / 201, ♦ ♦ • 4" RUBBER BASE rrp. • • 205 D - WEST ELEVATION • C - WEST ELEVATION r 4N : RA&rrP. . • WALL MOUNTED TV FURNISH AND INSTALL FLAT >~. STRAP BACKING FOR SUPPORT XP AUO 2 4 2011 '1- 21 S �Y'ER ARCHITE S. A Prot-, , um** I iiirj ,(fompa� 4000 : D SIDG , � i1Yf SW SUIT$:$Q9 . *m106 (206) 684- 4/riY.:1 014242205, PERMIT SET INTP3PR E REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION p J;j �!'� � 1�� F 4D 6- ''�i� p • ; oaf • • . . .. • • " . • . 4" RUBBER BASE Tl'P. ♦ a A - NORTH ELEVATION 4" RUBBER BASE' TYP • A - EAST ELEVATION GRAPHICS BY OTHERS INTERIOR ELEVATIONS- OFFICE SUITE 204A INTERIOR ELEVATIONS- OFFICE SUITE 204B 1/2" = 1' -0" A - NORTH ELEVATION SEMI -GLOSS PAINT 4" RUBBER BASE TYP. VERIFY DIRECTION OF SWING FOR (E) REFRIGERATOR B - EAST ELEVATION INTERIOR ELEVATIONS- LOUNGE #207 1/2" = 1' -0" • /T. 4u RUBBER BASE TIP. • • B - EAST ELEVATION B SOUTH ELEVATION rrp. NO LARGE GAPS MICROWAVE FULL HEIGHT BACKSPLASH C - SOUTH ELEVATION C - SOUTH ELEVATION / / / 201, ♦ ♦ • 4" RUBBER BASE rrp. • • 205 D - WEST ELEVATION • C - WEST ELEVATION r 4N : RA&rrP. . • WALL MOUNTED TV FURNISH AND INSTALL FLAT >~. STRAP BACKING FOR SUPPORT XP AUO 2 4 2011 '1- 21 S �Y'ER ARCHITE S. A Prot-, , um** I iiirj ,(fompa� 4000 : D SIDG , � i1Yf SW SUIT$:$Q9 . *m106 (206) 684- 4/riY.:1 014242205, PERMIT SET INTP3PR E REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION p J;j �!'� � 1�� F 4D 6- ''�i� p • ; oaf N 1 GRAPHICS BY OTHERS SEMI -GLOSS PAINT • • • / /. . / . /. • / - / • /• /. 4 RUBBER BASE TYP I . - - - J OUTLINE OF STEEL BRACED FRAME WITHIN WALL / / / / / / 206 FURNITURE • • BY OTHERS A - SOUTH ELEVATION INTERIOR ELEVATIONS- OFFICE SUITE 204 1/2" = 1' -0" [ 411 RUBBER BASE TYP. A - NORTH ELEVATION INTERIOR ELEVATIONS- SMALL CONFERENCE #203 1/2" = 1' -0" 4" RUBBER BASE TYP. 1N A - NORTH ELEVATION INTERIOR ELEVATIONS - STORAGE #211 1 /2" = 1' -0" 203 \. 1 - EAST ELEVATION B - EAST ELEVATION 1 • • • 4" RUBBER BASE rm. B - WEST ELEVATION 4" RUBBER BASE TYP. C - SOUTH ELEVATION C - SOUTH ELEVATION j 4" RUBBER BASE TYP. .. D - WEST ELEVATION GRAPHICS BY OTHERS ` / SEMI -GLOSS PAINT GRAPHICS BY OTHERS a SEMI -GLOSS PAINT LI • .COPY- MACHINE • MIN 5' -6" CLEAR 4" RUBBER BASE TYP. D - WEST ELEVATION e AUG 2'4 2011 REVIEWED FOR CODE COMPLIANCE APPROVED 0C 03 MO City at'Iihkwiia BUILDING DIVISION WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, Califomia 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4466 THIS BRAWITG IS AN INSTRUMENT DF SERWC£, IS 1E PROPERTY OF THE ARCHITECT AND MAY NOT DE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME ALL DESIGN AND OTHER INFORMATION SNOW" ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT 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 (208) 624 -2777 • FAX (208) 624 -2979 O O N U. W U 0 z w w C� Z ISSUE ISSUE DATE: PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 INTERIOR ELEVATIONS RECEIVED OCT 02 2009 PERMIT CENTER A3.2 SMSA #0922 3' -0NE - - A st die . . . v . '. - . . / / / / / \ \ \ 211 \ l . i i \ i i • i i i i '. i , i i �. / .. i �. i �. i �, 7 i %/ ` 1 N I n9-,l l - u0 -IC IN N 1 GRAPHICS BY OTHERS SEMI -GLOSS PAINT • • • / /. . / . /. • / - / • /• /. 4 RUBBER BASE TYP I . - - - J OUTLINE OF STEEL BRACED FRAME WITHIN WALL / / / / / / 206 FURNITURE • • BY OTHERS A - SOUTH ELEVATION INTERIOR ELEVATIONS- OFFICE SUITE 204 1/2" = 1' -0" [ 411 RUBBER BASE TYP. A - NORTH ELEVATION INTERIOR ELEVATIONS- SMALL CONFERENCE #203 1/2" = 1' -0" 4" RUBBER BASE TYP. 1N A - NORTH ELEVATION INTERIOR ELEVATIONS - STORAGE #211 1 /2" = 1' -0" 203 \. 1 - EAST ELEVATION B - EAST ELEVATION 1 • • • 4" RUBBER BASE rm. B - WEST ELEVATION 4" RUBBER BASE TYP. C - SOUTH ELEVATION C - SOUTH ELEVATION j 4" RUBBER BASE TYP. .. D - WEST ELEVATION GRAPHICS BY OTHERS ` / SEMI -GLOSS PAINT GRAPHICS BY OTHERS a SEMI -GLOSS PAINT LI • .COPY- MACHINE • MIN 5' -6" CLEAR 4" RUBBER BASE TYP. D - WEST ELEVATION e AUG 2'4 2011 REVIEWED FOR CODE COMPLIANCE APPROVED 0C 03 MO City at'Iihkwiia BUILDING DIVISION WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, Califomia 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4466 THIS BRAWITG IS AN INSTRUMENT DF SERWC£, IS 1E PROPERTY OF THE ARCHITECT AND MAY NOT DE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME ALL DESIGN AND OTHER INFORMATION SNOW" ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT 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 (208) 624 -2777 • FAX (208) 624 -2979 O O N U. W U 0 z w w C� Z ISSUE ISSUE DATE: PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 INTERIOR ELEVATIONS RECEIVED OCT 02 2009 PERMIT CENTER A3.2 SMSA #0922 ■ • 31 -0° , • . 202A 1 /2" = 1' -0" 1/2" = 1' -0" D - WEST ELEVATION B - EAST ELEVATION • . 4" RUBBER BASE PLAT SCREEN TV 4" RUBBER BASE TYP. INTERIOR ELEVATIONS- RECEPTION #200 i C - SOUTH ELEVATION / \ / / / / / / A - NORTH ELEVATION INTERIOR ELEVATIONS - LARGE CONFERENCE #202 1/2" = 1' -0" INTERIOR ELEVATIONS - LARGE CONFERENCE #207 B - EAST ELEVATION 202 / / / / 7 / • 4" ALUMINUM • . . • PRESENTATION RAIL . . • • 4" RUBBER BASE • 4° RUBBER BASE TYP. A - NORTH ELEVATION INTERIOR ELEVATIONS- RECEPTION #200 1 /2" = 1' -0" / / / / 202A 204 A / / / 200A \ V A / / / / / / / 4" RUBBER BASE TYP D - WEST ELEVATION • 4" RUBBER BASE TYP. G - SOUTH ELEVATION • •4° RUBBER BASE TYP. • • T • - • 3 1 -0 1 / 200 r MO 24 2011 • WES � ELD Telephony 11601. ow u 8 aul s vard.'11th' t Floor, Loo al.' Cd J(gnial'` • �/ Los. o � •• F Vi 31 478 4486 + !, F 1R ONAMIO a M Anil (T K 6 7[ 110PRIY d 1( �: MOIILCf ND WY ICI RiAdaMl® 10°Tit I1 CI v rWK510° ND OII'A ( 16110011n01 CA 1 MOIIRICTS LL • • PoR 1 MR MAMT� p W MA IUKit OR�RNISE N1�1( ° ^� 4 w ...� :1 tit; ARCH !. S A Proteptoa&l '#f )1a ■46. ∎ c omnwi 4000 D, x= 01; .r a ! sum 4 $,TLV100 (206) 6242777 LX (200) 6 44am '` REVIEWED FOR 4 CODE COMPLIANCE APPROVED DM 0 3 2009 City of Tukwila BUILDING DIVISION INTERIOR ELEVAITIOIVS RECEIVED OCT 02 2009 PERMIT CENTER 5 4" RUBBER BASE 206 / / / / • WALL MOUNTED TV . • FURNISH AND INSTALL FLAT STRAP BACKING FOR SUPPORT A - NORTH ELEVATION ,4 - NORTH ELEVATION INTERIOR ELEVATIONS- OFFICE #206 1/2" = 1' -0" INTERIOR ELEVATIONS- CORRIDOR #215 1/2" = 1' -0" C - SOUTH ELEVATION . 4" RUBBER BASE TYP. • • INTERIOR ELEVATIONS- CORRIDOR #215 1/2" = 1' -0" 4" RUBBER BASE TYP. B - EAST ELEVATION C - SOUTH ELEVATION 4" RUBBER BASE TYP 4" RUBBER BASE TYP. • � — 4" RUBBER BASE TYP. � — 4" RUBBER BASE TYP. b - EAST ELEVATION P E AUO 2.4 2011 REVIEWED FOR CODE COMPLIANCE APPROVED 0M 0 a 2009 City of Tukwila BUILDING DIVISION WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS RAMC IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY Cr THE ARCHITECT AND MAY NOT BE REPRCOUCED MAHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME ALL DESIGN ANO OTHER NFCRNATICN SHOMN ON THE ORAMING ARE FOR USE ON THE SPECIFIED PROJECT ONLY ANO SHALL NOT BE USED OTHERWISE MTHOUT MITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (208) 624 -2777 • FAX (206) 824 -2973 0) O O N W U 0 i-- z w w C� Z ISSUE ISSUE DATE: L .L.. H z W U Q oo oo oc O LU 0 � 0 F— LU 0 N V) w PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ INTERIOR ELEVATIONS RECEIVED OCT 02 2009 PERMIT CENTER A3.4 SMSA #0922 • 6' -0" • ■ . / \ / \ / \ / \ / \ / \ / \ / \ \ / \ / \ / \ / \ / \ / \ / \ / 4" RUBBER BASE 206 / / / / • WALL MOUNTED TV . • FURNISH AND INSTALL FLAT STRAP BACKING FOR SUPPORT A - NORTH ELEVATION ,4 - NORTH ELEVATION INTERIOR ELEVATIONS- OFFICE #206 1/2" = 1' -0" INTERIOR ELEVATIONS- CORRIDOR #215 1/2" = 1' -0" C - SOUTH ELEVATION . 4" RUBBER BASE TYP. • • INTERIOR ELEVATIONS- CORRIDOR #215 1/2" = 1' -0" 4" RUBBER BASE TYP. B - EAST ELEVATION C - SOUTH ELEVATION 4" RUBBER BASE TYP 4" RUBBER BASE TYP. • � — 4" RUBBER BASE TYP. � — 4" RUBBER BASE TYP. b - EAST ELEVATION P E AUO 2.4 2011 REVIEWED FOR CODE COMPLIANCE APPROVED 0M 0 a 2009 City of Tukwila BUILDING DIVISION WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS RAMC IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY Cr THE ARCHITECT AND MAY NOT BE REPRCOUCED MAHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME ALL DESIGN ANO OTHER NFCRNATICN SHOMN ON THE ORAMING ARE FOR USE ON THE SPECIFIED PROJECT ONLY ANO SHALL NOT BE USED OTHERWISE MTHOUT MITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (208) 624 -2777 • FAX (206) 824 -2973 0) O O N W U 0 i-- z w w C� Z ISSUE ISSUE DATE: L .L.. H z W U Q oo oo oc O LU 0 � 0 F— LU 0 N V) w PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ INTERIOR ELEVATIONS RECEIVED OCT 02 2009 PERMIT CENTER A3.4 SMSA #0922 1 1 1 1 7 in u E A - NORTH ELEVATION � — 4" RUBBER BASE TYP. . . - SOUTH ELEVATION (CONTINUED) A - NORTH ELEVATION INTERIOR ELEVATIONS - EXISTING CORRIDOR #215 1/2" = 1' -0" INTERIOR ELEVATIONS - EXISTING CORRIDOR #215 1 /2" = 1' -0" 2 1 Q A - NORTH ELEVATION (CONTINUED) 3 INTERIOR ELEVATIONS 1 /2" = 1' -0" 4" RUBBER BASE TYP. INTERIOR ELEVATIONS - EXISTING CORRIDOR #215 1 /2" = 1' -0" 4" RUBBER BASE 4" RUBBER BASE TYP. • (E) ANGLED WALL 1 4" RUBBER BASE TYP. B - SOUTH ELEVATION B - SOUTH ELEVATION 1 , INTERIOR ELEVATIONS - EXISTING CORRIDOR #215 f I 1 /2" = 1' -0" I 4" RUBBER BASE TYP. / / / / 204A e f 4" RUBBER BASE TYP. SIGN BY OWNER BOTTOM OF SIGN AT 6 -8" AFF INSTALL FLAT STRAP BACKING FOR PROPER SUPPORT 3 -0H / 200 � — 4" RUBBER BASE TYP. 4" RUBBER BASE Tn. / / 215 - C - WEST ELEVATION (E) ACCESS PANEL.. . • TO BE PANTED 4" RUBBER BASE TYP. (E) ACCESS PANEL. . TO BE PANTED >m. AUG 24ZQ1 (E) ANGLED WALL R ' VIEWED roR Co ; E COMPLIANCE APPROVED DEC 0 3 200 Cliy of llikw la BUILDING DIVI 310N ISSUE ISSUE DATE: es Sou'th een ter Southeenier PNrkllay 11*vka. WA.. 98186 - 206 -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 INSTRUMENT OF SERVICE, IS THE PROPERTY CF THE ARCHITECT AND MAY NOT BE REPRCOUCED WITHOUT 11IE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. AU. DESIGN AND OTHER NFCRMATION SNOW CH THE DRAWING ARE FOR USE al THE SPEWED PROLECT ONLY AND SHALL NOT BE USED OTHERYASE YATHOUT MITTEN 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 (208) 824 -2973 O O w N I— Z W W UQ 0 F 2 NSW � � p w rn OF I— w � Z -� I J 0 w W o h ' � N 4: ( F- Z W Q PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ INTERIOR ELEVATIONS RECEIVED OCT 02 2009 PERMIT CENTER A3.5 SMSA #0922 a in 0 1' - I' MELAMINE INTERIOR TYP. 1" ADJUSTABLE SHELVES TYPICAL OF (2) FLUSH DOOR: P -LAM r -LAM BACKSPLAH, TYP. COUNTER TOP: P -LAM P -LAM EDGE, TYP. 5 "DEEP DRAWER TYP FLUSH DOOR P -LAM 1" ADJUSTABLE SHELF RUBBER BASE, TYP. TYPICAL CASEWORK SECTION 1 /2" = 1' -0" MELAMINE INTERIOR, TYP. 1" ADJUSTABLE SHELVES TYPICAL OF (2) FLUSH DOOR: P -LAM r -LAM BACKSPLASH, TYP. COUNTER TOP: P -LAM r•/ LAM EDGE BAND, TYPICAL 5" DEEP DRAWER (2) OR (3) EQUAL DEPTH DRAWER TYPICAL TYPICAL CASEWORK SECTION 1/2" = 1' -0" r -LAM BACKSPLAH, TYP. COUNTER TOP: P -LAM P -LAM EDGE, TYP. 5 "DEEP DRAWER TYP. FLUSH DOOR: P -LAM 1" ADJUSTABLE SHELF RUBBER BASE, TYP. TYPICAL BASE CABINET SECTION 1/2" = 1' -0" r -LAM BACKSPLAH, TYP. COUNTER TOP: P -LAM P -LAM EDGE, TYP. PAINTED STEEL BRACKETS TYPICAL OF 2 RUBBER BASE, TYP. TYPICAL COUNTERTOP SECTION 1 /2" = 1' -0" Millwork Notes L ALL MILLWORK SHALL BE FABRICATED, ASSEMBLED, FINISHED, AND ERECTED TO MEET CURRENT WIC. "PREMIUM GRADE ". 2. THE CONTRACTOR SHALL CRACK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE J08 SITE. 3. ALL INSTALLED MILLWORK SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES. 4. ALL MILLWORK FINISHES SHALL BE AS SPECIFIED ON FINISH PLANS AND /OR DETAILS. 5. ALL MILLWORK IS TO BE FABRICATED N A CONTROLLED SHOP ENVIRONMENT. FIELD WORK 514ALL BE LIMITED TO BLOCKING, TRIMMING, AND ASSEMBLING FINISHED COMPONENTS. 6. ALL MILLWORK JOINERY 514ALL BE FABRICATED AND SECURED IN A MANNER WHICH ENSURES THAT THE JOINT WILL NOT SEPARATE. 1. ALL INSTALLED MILLWORK SHALL BE SCRIBED TO WALL OR CEILING. CONTRACTOR SHALL COORDINATE MILLWORK INSTALLATION WITH THE WORK OF ALL TRADES WHICH HAVE AN IMPACT ON MILLWORK 8. MILLWORK SHOP DRAWINGS SHALL CALL OUT ALL MATERIALS AND FINISHES. ALL JOINTS, COMERS, AND EDGES SHALL BE DESCRIBED M DETAIL DRAWINGS. ALL DIMENSIONS, CRITICAL OR OTHERWISE, SHALL BE CALLED OUT ON THE SHOP DRAWINGS. WESTFIELD WILL NOT REVIEW 6140P DRAWINGS WHICH ARE NCOMPLETE AND /OR WHICH SHOW MNIMAL DETAIL. 3 ALL SPECIAL MILLWORK PRODUCTS AND SPECIAL ASSEMBLIES ATE SUBJECT TO SUBMITTAL AND REVIEW. 51-10P DRAWINGS MD SUBMITTALS SHALL NOT BE WAIVED UNLESS MITTEN PERMISSION TO DO SO IS GIVEN BY WESTFIELD. 10. THE CONTRACTOR SHALL SUBMIT (3) BLUELNE SETS AND (1) REPRODUCIBLE SEPIA SET OF 5140P DRAWINGS. (4) I2 "x12" SAMPLES OF WOOD FINISH, PAINT FINISH, AND PLASTIC LAMNATE SHALL BE SUBMITTED. WHEN DIRECTED BY WESTFIELD (2) FULL WORKING SAMPLES OF MILLWORK HARDWARE AND (3)_ acs AUG 24 2011 --210 REVIEWED FOR CODE COMPLIANCE APPROVED DM 0 3 2009 City of Tukwila BUILDING DIVISION WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 TMs DRAWING IS AN INSTRUMENT OF SERICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME ALL DESIGN AND OTHER NFORMATION SNOW ON THE DRAWWO ME FOR USE ON THE SPECIFIED PROJECT ONLY MD SHALL NOT BE USED OT"ERYASE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT 633 SOUthCInilr Tukwila, WA.. aeIaa -2888 206 -246 -0423 S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SIP �UIT1 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 ISSUE ISSUE DATE: PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ CASEWORK DETAILS RECEIVED OCT 02 2009 PERMIT CENTER A4.0 S M SA #0922 11111111H1111 PARTIAL SOUTH ELEVATION 1/4" = Hll Li 0 0 0 0 EXPAN6424 • ott:+ (t;;■ • rnsr-,.,:—.!',;:•■ —• • r- t•wql 11; „ OVERALL SOUTH ELEVATION 1" = 32 tr, 0 0000 • 1 . -- . 1 , 11 ..7 . ..':•1;-4 - 41 1 1 , ,t,...11).44.42:i.i.11...;:fAi......41.1 k•i2L Pipar-v to-�u R.O. • 0 0 1 41 • I / . t • liteleUMMN• ....,"-WiMilmeimi.....'ellilieliMme =HMSO! MOMI=Mt Mill= , 111====== " 111111MO SWOP ..spwa mo..wast anenowwwsw summenne ""MaCenr. Irm.. ina.a.mo wipm.mmosim.mo...wwftwor.no NIOMME NOME rnimill UMNIMi I= I ONIMENI W /Www■MINNIMINIIIII "I"N ilMairiaiMMIX IIIIIIr alw= " 1•00M•111 ww•IIIIMIN■ li= MWM•1 igimMaiMrs. II•Mma••••=1•Melll ani0E1NUMMINNIMMINENOSOMIMOMIWII omploommo.simam.mmo p*...m...0..,.......et.m.m... iiiMMili ommil sowsmmil amine Amin• IM•plOe , mOig . 1 i i i t ■711MMUMIIMM.lir NOW•NaMii•MfMWO/111Mime e•MNIM■MilMINOINNWINNINININI•NINN 'MSN•rea.01 04 =0••■ „..=/■ — 7 — f plat ..." 1=1 " Zwat " sw=rumw 1""I' • • • ■=6 1 • 1 swam ""Num li="1 rox=me ii artairomiwor m =m1 'MOW ims=== •11M•••1111•INNI INNMEMIlli=r1MM IONN• INMZI MIMI h1 MMOOP 1.....o.......m......... ...... NONNIIIIMONIUNNIMNI IMINW INIWMIliall M - ••=0111M•1111111= M1104.0.11= ".. rai Nmpourommumem MVOS C=Mill OIMMOIWOMPOMOMM•MNIOMMUMINNOUNN=NOMMIMMO IMNNINIO=MI .4..... Efr 6 1 11 .MIM=IOMMISMANNI==.•111.0111 IIMIIIIIIIIMeam NMI INNONI "="Zown" 1 "Ams moma.mmompow mennromm WORM NOMINIIMIW •INNINS 0•1•••11111 M i 0% . ". • ..WM a I i im ,== = M 1 I 0 I NV " IMMWAMMUNIIMOINI a...maw " Wo" I IN 1 77f rm. MIIMNIMNIIII=MOINI =MI IMINIF — r— L–, IMOIN1 Ii1=MB MiMilymple IMINIMIMINI. MOM MilINNIZINIIMUNNIMII WIPIIIIIMM•■••40•11 imosamismiwommummilwimmIr mi nim woorsmoimmilmimmumassamemat MIPNOINOMMOMMIMNIONINIIIIIIIIMSOMMIIIM ---- ' --• • —L_ L •• - • ' • , _ • , , .. --••■ I • _ ' . .1.. • r RO. L 2'-8' 10 RO. 4'43 la" 0 0 0 0 _ \\\\ : ; = - 2"1 . - • • ' • • 1;1' - 11 iL1714111:—; . . . . . f I .„ J - 1 __. • • ------ 4,1 .; 4 'cr:L I ) } A f 4711 Tri , ' • - 1 1 17r ' - --- - ; •• "4 . • . III I I t:r ••'• • • •." ." • 7 __177 '1 \.. •..\, - — ■ OCT. 01, 2009 . . • 0 0 r __i__ = 0 0 T? t . .,, , . . ' .• EXISTING STONE PARAPET CAP TO REMAN EXISTING THIN BRICK VENEER WALL ASSEMBLY TO REMAIN EXISTING STONE BAND To REMAIN SECOND LEVE EL + 46h5 I ■1■1. 1 . EXISTING HORIZONTAL STONE BAND TO — REKAIN EXISTING THIN BRICK WALL VENEER WALL ASSEMBLY TO REMAIN , EXISTING R-19 BATT • INSULATION TO REMAN EXISTING 6" METAL STUD FRAMING TO REMAIN FF GALVANIZED SHEET METAL FLASHING WITi4 • DRIP EDGE (SANDSTONE 'COLOR) ALUMINUM STOREFRONT FRAME FF GALVANIZED SHEET METAL SILL PAN (SANDSTONE COLOR) 1/2" = 1'-0" WALL SECTION 7r v :7271177_77771 =. r JJLt 11_771_ _LT, IL .1=1 :17317 --- • Lir • — 17 • •-. _ "." r1 J .....: • 134 .. , tiraii■Zur...■..mans.•.•.......easkovoontateurratemsato 44•Nal.'"••••• •••`..."•`••••••••••• EXISTING RooF ASSEMBLY r TO REMAN REMOVE EXISTING Cile AND REPLACE AS REQUIRED FOR NEW JAMB STUDS, HEADER AND METAL STUD FRAMING 6" - 16 GA METAL STUD HEADER ( 3 LOCATIONS) 16 GA METAL STUD SILL TRACK (TYPICAL 3 LOCATIONS) EXISTING FLOOR ASSEMBLY TO REMAN • ID:PARAPET EL. + 1251' ROOF LEVEL - EL + 6885' AUG 24 2011 REVIEWED FOR CODE COMPLIANCE APPROVED. DEC 0 3 2009 1 City of Tukwila BUILDING DIV L JCPenney ISSUE PROJECT ARCHITECT 1NEJ PROJECT. MANAGER VVEJ SOUTH ELEVATION AND' WALL SECTION RECEIVED , OCT 02 2009 PERMIT CENTER •• 1: • a•. A#Q • S.M. §TrMPER ARCHITECTS Pr°4 4000 DIRMIDGX SU= 200 1141111114'14'108100 (200) 68 + - V 77 44090/10W: 2 ,••••,•• , , f . • • • • ' .• • t: PARTIAL EAST ELEVATION 1/4" = • 10' -0" RO. , 3 _...1 L / 1 .1_.�....L_, 1,. .1.,...�..�'..� •L A 1 _ I _1 L _1 ' tr ) ZE J. r L 2'-8 I/2" f 1 1 • \1° TENANT ELEVATION X 10'-0" RO. � L • 1'- 11 L t • • ; __L_ z .. 1 r 1_ tVl fi ._."._ / 1... 1 .--.- - 10 . R0. 2' -1 I/2' FIELD VERIFY EXISTING STONE PARAPET CAP TO REMAN EXISTING THIN BRICK VENEER WALL ASSEMBLY TO REMAIN - EXISTING STONE BAND TO REMAIN SECOND LEVE EL + 46.55' SECOND LEVE EL + 28.85' r�, r \ r r\-1 S:: EXISTING ROOF ASSEMBLY TO REMAN 6' - 16 GA METAL STUD HEADER (TYPICAL 3 LOCATIONS) EXISTING FLOOR ASSEMBLY TO REMAN 1/2" =1' -0" REMOVE EXISTING GIAB AND REPLACE AS REQUIRED FOR NEW JAMB STUDS, DEADER AND METAL STUD FRAMING 16 GA METAL STUD SILL TRACK (TYPICAL 3 LOCATIONS) WALL SECTION T.O. PARAPET EL + 12.51' ROOF LEVEL EL + 6855' EXISTING THIN BRICK WALL VENEER WALL ASSEMBLY TO REMAIN EXISTING R -19 BATT INSULATION TO REMAIN EXISTING 6' METAL STUD FRAMING TOR REMAIN EXISTING HORIZONTAL STONE BAND TO REMAIN FF GALVANIZED SHEET METAL. FLASHING WITH DRIP EDGE (SANDSTONE COLOR) ALUMINUM STOREFRONT FRAME FF GALVANIZED SHEET METAL SILL PAN (SANDSTONE COLOR) TENANT ELEVATION SECOND LEVE EL + 46.85' AUG z a 2011 REVIEWED ANCE CODECO APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION l WESTFIELD DESIGN, & CONSTRUCTION 11601 Wilshire Souleyerd, 11th Floor Lou An . s. C Ifo m la f 48 " Telephone 7 • 3101478 445_81'1 Facsimile 7a(10 'J8 P4108 MO MISS � / 115 _DRAM KS MOM MO MAY Mor R rift r t( �vmoouc1or ew slit wart l p 09Z MO mw WMlwlow MOM W l( ww��o'?DX OThUI sE 1MANE107 �� . i ° ISSUE ISSUE DATE: PROJECT ARCHITECT PROJECT MANAGER WEJ EAST ELgV,A ION AND WALL SECTION RECEIVED OCT 02 ?nog PEh , 4oZ.141 SMSA #092 ti ft" 5/8" TYPE X GWB - REMOVE AND REPLACE EXST. GWB AS REQUIRED TO CUT IN NEW WINDOW OPENING SELF ADHESIVE MEMBRANE - WRAP HEAD OF WINDOW BACKER ROD AND CAULK TYPICAL BACKER ROD AND CAULK TYPICAL SELF ADHESIVE MEMBRANE - WRAP JAMB OF WINDOW METAL STUD JAMB STUDS - MATCH GAUGE OF EXST. STUDS (16 GA) 5/8" TYPE X GWB - REMOVE AND REPLACE EXST. GUS AS REQUIRED TO CUT IN NEW WINDOW OPENING EXST. R -19 BATT INSULATION IN EXST. STUD CAVITY BACKER ROD AND CAULK TYPICAL SELF ADHESIVE MEMBRANE - WRAP JAMB OF WINDOW METAL STUD SILL - MATCH GAUGE OF EXST. STUDS (16 GA) 5/8" TYPE X GWB - REMOVE AND REPLACE EXST. GWB AS REQUIRED TO CUT IN NEW WINDOW OPENING EXST. R -19 BATT INSULATION IN EXST. STUD CAVITY WINDOW HEAD DETAIL 3" = 1' -0" WINDOW JAMB DETAIL 3" = 1' -0" 3" = 1' -0" 31/4" 4 1/2" WINDOW SILL DETAIL EXST. VERTICAL BRICK BAND EXST. HORIZONTAL STONE BAND EXST. R -19 BATT INSULATION IN EXST. STUD CAVITY EXST. GWB WITH BUILDING PAPER AND SCRATCH COAT ASSEMBLY 16 GA. METAL STUD HEADER AS REQUIRED FOR NEW WINDOW OPENING FF GALV. SHEET METAL DRIP EDGE WITH HORIZONTAL CLEAT - CUT DRIP EDGE INTO GM BEHIND BLDG. PAPER BACKER ROD AND SEALANT - TYPICAL EACH SIDE ALUMINUM STOREFRONT FRAMING INSULATED GLAZING INSULATED GLAZING ALUMINUM STOREFRONT FRAMING FF GALV. SHEET METAL SILL PAN OVER STONE BAND - COLOR SHALL BE SANDSTONE BACKER ROD AND SEALANT - TYPICAL EACH SIDE CUT IN GALV 1 1/2" SHEET METAL EDGE TRIM BEHIND BLDG. PAPER AND OVERLAP WITH SELF ADHESIVE MEMBRANE EXST. GWB WITH BUILDING PAPER AND SCRATCH COAT ASSEMBLY EXST. THIN BRICK VENEER INSULATED GLAZING ALUMINUM STOREFRONT FRAMING BACKER ROD AND SEALANT - TYPICAL EACH SIDE (PROVIDE WEEPS AT EXTERIOR) -FP GALV. SHEET METAL SILL PAN WITH DRIP EDGE OVER THIN BRICK - COLOR SHALL BE SANDSTONE CUT IN GALV 1 1/2" SHEET METAL EDGE TRIM BEHIND BLDG. PAPER AND OVERLAP WITH SELF ADHESIVE MEMBRANE - EXST. GWB WITH BUILDING PAPER AND SCRATCH COAT ASSEMBLY METAL EDGE TRIM BUILDING PAPS BUILDING PAPS BAGGER ROD AND SEALANT SELF- ADHESIVE MEMBRANE - WRAP COMER CONT. CLEAT SELF - ADHESIVE MEMBRANE - LAP OVER BUILDING PAPER WINDOW HEAD DETAIL N.T.S. NOTE: TURN SILL PAN UP AT COMERS BEHIND SILL PAN FLASHING. OVERLAP SELF ADHESIVE MEMBRANE OVER SILL PM JAMS EXTENSIONS. SELF - ADHESIVE MEMBRANE - LAP OVER BUILDING PAPER AND SILL PAN AT JAMB EXTENSIONS METAL SILL PAN FLASHING - SEE NOTE SELF- ADHESIVE MEMBRANE - LAP OVER UNDERLAYMENT, ISOMETRIC DRAWINGS ARE INTENDED TO PROVIDE FURTHER CLARITY OF THE OVERLAPPING OF SYSTEMS PERTAINING TO THE WNDOW DETAILS. DETAILS, INSTALLATION REQUIREMENTS, AND SYSTEM ASSEMBLIES FOR EXTERIOR FINISH GOVERN. S METAL LATH WINDOW SILL DETAIL SCRATCH AND BROLLN THIN BRICK EXTERIOR VERTICAL ERICK ACCENT BAND 2 PIECE GALVANIZED HEAD FLASHING METAL LATH BACKER ROD AND SEALANT METAL EDGE TRIM BUILDING PAPER GWB SCRATCH AND BROWN METAL. LATH THIN BRICK EXTERIOR SCRATCH AND BROWN SCRATCH AND BROWN BASIC DESIGN WIND LOAD CRITERIA: BASIC WIND SPEED: (3 SECOND GUST) 85 MPH WIND IMPORTANCE FACTOR 15 WIND EXPOSURE: C MANUFACTURER KAILNEER COMPANY INC. SERIES: VG 451 T FRAMING SYSTEM THERMAI.t FRONT SHEAR BLOCK ASSEMBLY OUTSIDE GLAZED WITH 1" INFILL PROFILE: 2" WIDE X 41/2" DEEP ALUMINUM STOREFRONT SPECIFICATIONS: FINISH / COLOR FLUROPON (10% MOP), AAMA 2605 FLUOROPOLYMER COATING - COLOR TO BE 'SANDSTONE' TO MATCH EXISTING. WND LOADS: PROVIDE FRAMNG SYSTEM* INCLUDE ANCHORAGE, CAPABLE OF WITHSTANDING WND LOAD DESIGN PRESSURES IN ACCORDANCE TO THE 2006 IBC. AIR INFILTRATION: THE TEST SPECIMEN SHALL BE TESTED IN ACCORDANCE WITH AWN E283. AIR INFILTRATION SHALL NOT EXCEED 006 CFM/FT2 AT A STATIC AIR PRESSURE DIFFERENTIAL OF 624 PSF. WATER RESISTENCE: THE TEST SPECIMEN SHALL BE TESTED IN ACCORDANCE WITH ASTM E 331 THERE SHALL BE NO LEAKAGE AT A MINIMUM STATIC AIR PRESSURE DIFFERENTIAL OF 8 PSF AS DEFNID IN AAMA 50L UNIFORM LOAD: A STATIC AIR DESIGN LOAD OF 20 PSF SHALL BE APPLIED N THE POSITIVE AND NEGATIVE DIRECTION IN ACCORDANCE TO ASTM E 330. THERE SHALL BE 140 DEFLECTION 114 EXCESS OF I/I15 OF THE SPAN OF ANY FRAMNG MEMBER AT A STRUCTURAL LOAD EQUAL TO 15 TIMES THE SPECIFIED DESIGN LOAD, NO GLASS BREAKAGE OR PERMANENT SET IN THE FRAMING MEMBERS M EXCESS OF 02% OF THEIR CLEAR SPANS SHALL OCCUR THERMAL RESISTANNCE (U- FACTOR WHEN TESTED IN ACCORDANCE TO AAMA SPECIFICATION 1503 THE THERMAL TRANSMITTANCE (U- FACTOR) SHALL NOT BE MORE THAN: GLASS TO EXTERIOR -. 0.41 (LOW E) OR 0.61 (CLEAR) CONDENSATION RESISTENCE (cra WHEN TEST TO AAMA SPECIFICATION 1503 THE CONDENSATION RESISTANCE FACTOR SHALL NOT BE LESS THAN: GLASS TO EXTERIOR 10 FRAME AND 69 GLASS (LOW E) OR 69 FRAME AND 58 GLASS (CLEAR) MATERIALS: ALUMINUM FRAMING MD COMPONENTS L MATERIAL STANDARD - ASTM B 221± 6063 -T6 ALLOY AND TEMPER . 2. MEMBER WALL THICKNESS - EACH FRAMING MEMBER SHALL PROVIDE STRUCTURAL STRENGTH TO MEET SPECIFIED PERFORMANCE REQUIREMENTS 3. TOLERANCES - REFERENCE TO TOLERANCES FOR WALL THICKNESS MD OTHER CROSS SECTIONAL DIMENSIONS OF STOREFRONT MEMBERS ARE NOMINAL AND IN COMPLIANCE WITH AA ALUMINUM STANDARDS AND DATA ACCESSORIES: 1 FASTENERS - WHERE EXPOSED SHALL BE STAINLESS STEEL 2. GASKETS - GLAZING GASKETS 514ALL BE EXTRUDED EPDM RUBBER 3. PERIMETER ANCHORS - WHEN STEEL ANCHORS ARE USED PROVIDE INSULATION BETWEEN STEEL MATERIAL MD ALUMINUM MATERIAL TO PREVENT GALVANIC ACTION. 4. THERMAL BARRIER - (TRIFAB VG 451T) KAILtNEER ISOLOCK THERMAL BREAK WITH AY° SEPARATION CONSISTING OF TWO PART CHEMICALLY CURING, HIGH DENSITY POLYURETHANE WHICH IS MECHANICALLY AND ADHESIVELY JOINED TO ALUMINUM STOREFRONT SECTIONS. THERMAL BREAK SHALL BE DESIGNED M ACCORDANCE WITH AAMA TIR -A8 AND TESTED IN ACCORDANCE TO AAMA 505 . SEALANT: ' DOW CORNING 190 SILICONE SEALANT - MATCH EXISTING SEALANT COLOR (SANDSTONE) GLAZING: SOLARBAN 10 VISIBLE LIGHT TRANSMISSION: 63% U -VALUE WINTER 029 U -VALUE SUMMER 021 SHGC: 021 SHADING COEFFICIENT: 031 SILL INFORMATION: 451 - VG - 001 SILL 45I -VG -524 SHEAR BLOCK PACKAGE 45I- HP -I26 FLASHING CLIP 451T -HP -031 HP FLASHING NOTE: %a" SHIM SPACE REQUIRD AT HEAD WITH HP FLASHING JAMB INFORMATION: 45IT VG -001 JAMB 451T -126 SHIM SUPPORT HEAD INFORMATION: 45IT -126 SHIM SUPPORT 45I -VG -524 SHEAR BLOCK FKG. 451 -VG -004 GLASS STOP 45IT -VG -003 HEAD 4,0 0J\ ocit ■ek-t 0. ol • COLOR OF FRAME TO BE 'SANDSTONE' • COLOR OF SEALENT TO BE 'SANDSTONE' • GLAZING TO BE 'SOLARBAN 10' 1 /2" = 1 -0 +- 10' -0 "RO. FIELD VERIFY WINDOW TYPE - A INSULATED GLAZING SOLARBAN 10 ALUMINUM 8TTORRS:RONT A AUO24201i REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 Ciiyof Tukwils BUILDING DIVISION �s souaowr � WEST FIELD DESIGN .5 do CONSTRUCTION 11601 WNShWTs Boulevard, 11th Floor LAS ok's, r California • 000=41748 Telephone 310'4784456 FacsimIS 319 478 '4468 T"9 ORANIO IS AM RO591M n or e 111E MnPFR1Y AROI1ECT MO RAY NOT R 0P1100000 1nn olimrAROIIECYS PERIRS90R no alum RE!"00mmo maws 1,E'ARW10crs RME. ALL rIO" P/0 0'101 NaNla1 90 ORA>♦D'ARE FOR IuE O " 11C PAGECI Y AIC 4ML "OT ' SE ' USTO 1 01HERMSE $1wc l �' 17:1l rEpgcp' Il'pftafiC 1E7 t S.M. STEMPER ARCHITECTS A Professional' LlmtLN; Liability Company 4000 DE14RZDGE 4 SAY SW SU= 200 • SWIM! 98108 (206) 084 - 8777=!'■ TAX1(204)1e24 2975 0 c CD w CN I'-- w 0< OD 11.. Ca l w a, Z W Q V z �-- LL! Q s W w o I- k cN C.0 co Z w ISSUE PROJECT MANAGER WEJ WINQOW DETAILS RECEIVED OCT 022009, PERMIT CENTER A5.2 S M SA #0921 9 SECTION LOOKING EAST 1 /4" = 1' -0" STO�RAGE I5205I STORAGE UNITS TYPICAL. • RECEPTION 1 200 1 SECTION LOOKING NORTH 1/4" = 1' -0" IN 4' -0" WID FR PLYWOO ON TOP OF STORAGE UNIT AT EACH ES5 DOOR • 261.1 1C E i '1 TENANT STORAGE 1 5209 I 36 "X36 "FR ACCESS PANEL • / (E) ROOF ASSEMBLY MECHANICAL AREA OFFICE .SUITE :' n 1 204 I (E) FLOOR ASSEMBLY CONCRETE SLAB ON METAL DECK SUI 1:204- I / / / / \ / / (E) ROOF ASSEMBLY MECHANICAL AREA (E) FLOOR ASSEMBLY CONCRETE SLAB ON METAL DECK OFFICE • . :SUITE. • , . .. 120481 I • 1• N ROOF LEVEL EL + 68139' SECOND LEVE EL. + 4685' SMITE 1204A ( -: . . • ■ ROOF LEVEL EL. + 6885' Otg SECOND LEVE EL +4625' AU0 24 201i REVIEWED FOR CODE COMPLIANCE APPROVED WEI C ityoflbkwila BUILDING DIVISION South cer ter s.uier ply Mimeo. WA.. 46 - 9816263-2E8E 206 - 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 INSTRUMENT OF SOME, 15 THE PROPERTY CF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT 11E ARCHITECT'S PERMISSION MO UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. All DESIGN AND OTHER NFORMATION SHONN ON THE DRAWING ARE FOR USE CPI THE SPECIFIED PROJECT 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 ISSUE ISSUE DATE: PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ OVERALL SECTIONS RECEIVED OCT 02 2009 PERMIT CENTER A6.0 SMSA #0921 GENERAL REFLECTED CEILING NOTES 1 REFER TO SHEET A1.1 FOR REFLECTED CEILING PLAN GENERAL NOTES 2. TX T CEILING GRID 4 TILES ARE NEW U.ON. 3. VERIFY CEILING GRID 4 INSTALL LIGHT FIXTURES 4 EXIT SIGNS AS SHOWN 4. ALL LIGHT FIXTURES ARE NEW UAW. 5. REWORK SPRINKLERS 4 INVAC AS REQUIRED. VERIFY THAT SPRINKLER PLACEMENT COMPLIES WITH ALL APPLICABLE CODE REQUIRMENTS. RE- CIRCUIT 4 RE- SWITCH ALL LIGHTING AS REQUIRED 6. SUPPORT 4 BRACE CEILING GRID 4 FIXTURES AS REQUIRED BY GOVERNING CODES 4 REGULATIONS. PROVIDE EXIT SIGNS AS SHOWN 4 PER FIRE INSPECTORS REQUIREMENTS 1. RELOCATE, RETROFIT 4 /OR INSTALL NEW FIRE/ LIFE SAFETY ANNUNCIATION DEVICES AS REQUIRED TO COMPLY WITH ALL APPLICABLE CODES. a GENERAL CONTRACTOR TO VERIFY N FIELD QUANTITIES OF RELOCATED VERSUS NEW FIXTURES 9. REWORK CEILING AS REQUIRED FOR NEW WALL LOCATIONS. 10. ALL NEW DOU NLIGHTS, WALL WASHERS AND NEW SPRINKLERS TO BE PLACED N CENTER OF TILE. 11 FOR EXIT SIGN AND NEW SWITCH LOCATIONS -SEE ELECTRICAL ENG. PLANS. 12. ALL LIGHT FIXTURES TO BE RE- LAMF'ED AS REQUIRED. 13. REFER TO PLAN FOR ALL CEILING HEIGHTS. 14. ALL SWITCHES SHALL BE LOCATED AT +40"AFF. TO THE CENTERLINE OF COVERPLATE UAN. THERMOSTATS SHALL BE MOUNTED AT +48" AFF. TO CENTERLINE DIRECTLY OVER LIGHT SWITCHES. 15. GANG SWITCHES UNDER ONE COVER PLATE WHEN POSSIBLE. 16. INDICATE SPRINKLER HEAD LOCATION ON ENGINEERED SPRINKLER SYSTEM SHOP DRAWNGSt SUBMIT TO ARCHITECT /DESIGNER FOR REVIEW PRIOR TO START OF WORK- 11. ALL SPRINKLER HEADS AT GYP. BD. CEILING SHALL BE FULLY CONCEALED. 18. ELECTRICAL ENGINEER SHALL PROVIDE CIRCUITING FOR ALL LIGHT SWITCHES. ARCHITECT/DESIGNER SHALL BE PROVIDED WITH LIGHTING PLAN S140P DRAWINGS AND SUBMITTALS FOR REVIEW PRIOR TO ORDERING AND INSTALLATION. 19. SWITCHING OF ENCLOSED ROOMS 4 OFFICES PER TITLE 24. 20. GENERAL CONTRACTOR SHALL FURNISH ARCHITECT/DESIGNER WITH PLANS SHOWNG LOCATIONS OF ALL NEW LIGHT SENSORS, EMERGENCY LIGHT STROBES, SMOKE DETECTORS, LIFE SAFETY PUBLIC ANNOUNCEMENT SPEAKERS AND THERMOSTATS FOR REVIEW PRIOR TO ORDERING AND INSTALLATION. 21 ALL STROBES TO BE CEILING MOUNTED, UAW. 22. ALL FIRE MD LIFE SAFETY SYSTEM DEVICES SPECIFICATIONS AND LAYOUT TO MEET REQUIREMENTS DETERMINED BY THE CITY OF LOS ANGELES. 23. UAN. THE LOCATION OF LIGHT FIXTURES SHALL BE DETERMINED BY THE CEILING GRID PATTERN. ALL NEW FIXTURES SHALL BE LOCATED IN CENTER OF CEILING TILE. 24. ALL WALL MOUNTED FIXTURES SHALL BE MOUNTED SO AS NOT TO PROTRUDE BEYOND 4" FROM THE FACE OF THE WALL AT A HEIGHT OF b' -8" AFF. U. 25. CONTRACTOR TO REPAIR AND /OR REPLACE ALL MODIFIED AND /OR DAMAGED CEILING TILE AND GRID. 26. ALL SOFFITS TO BE PAINTED P -1. REFLECTED CEILING KEYNOTES O PRICING ALTERNATE: . OPEN OFFICE '209, 6 210, '211, 4 +113: PROVIDE AND INSTALL THE FOLLOWING LIGHT FIXTURE QUANTITIES: (32) Fl FIXTURES (8) Fl FIXTURES - SIZE: 2' X 2' (3) F3 FIXTURES REFLECTED CEILING LEGEND SYMBOL DESCRIPTION 2'x4' PARABOLIC FLUORESCENT LIGHT FIXTURE MFR: LIGHTOLIER MODEL NO: DOMINAIRE WB4B332- 120- 04- GLR -ASC24 CSP LAMPS: 3-T8 CONTACT:NICOLE NAWABI160.918.1651 ■■■■■■ mom •••••• Fl INDIRECT / DIRECT SUSPENDED FIXTURE MFR: LIGHTOLIER MODEL NO: LINEAR PERFLYTE LP15 (FULL PEW SERIES: LP -2 - C -2T8 -8 LAMPS: 2 -T8 CCNTACT:NICOLE NAWABI160918.1651 P F2A ® F3 DOWNLIGHT MFR LIGHTOLIER MODEL NO: 8022 -CCLW (1 ") LAMPS: (1) 42W TIT CONTACT: NICOLE NAWABI160918.1651 � F4 WALL WASHER MFR LIGHTOLIER MODEL NO: 8041 -CLW (1 ") LAMPS: 32W ITT CONTACT: NICOLE NAWABI160918.1651 - RECESSED WALL WASH MFR FOCAL POINT MODEL NO: AVENUE A - FAVA- T1450 -1C- 211- D- XX -EQ -U114 LAMPS: MHO xx FOOT LENGTH ‹i3e PENDANT MFR: LOUIS POULSEN MODEL NOu,UGHLERT PENDANT (WITH DIMMER) LAMPS11) 42W MOUNTING HEIGHT: TBD • F1 PENDANT MFR LOUIS POULSEN MODEL NO: REDUCED - RED- 2 /80W/T5/14O MINI BIPIN -120v -NAT PAINT ALU LAMPS: 2 -80W / T5 / HO MOUNTING HEIGHT: SEE ELEVATIONS - TO BOTTOM OF FIXTURE FS 4. PENDANT MFR TBD �g UNDERCOUNTER FLORESCENT LIGHT MFR: NULITE MODEL NO: 108 - THIN LINE LIGHTING - 15/16" D. LAMPS: T8 FINISH: WHITE I i 1-- --1 SURFACE MOUNTED FIXTURE MFR: LIGHTOLIER MODEL NO:5403PCU LAMPS: FI0 TENANT STORAGE TENANT STORAGE STORAGE TENANT STORAGE 5206) I2' -4" OUYTL INE OF CATWALK ABOVE CEILING RE: STRUCTURAL F2A OFFICE �747A7�7�74747�7�IMILIM\7ILW 1l' -2' S�UI 1P -2" 11' -2 "AC ICE SUITE 12' -4" SUI 12048 ( I2'-4" AT 1 202 1 12' -4" r "worm 7. r. a7 omaar oriel memo RECEPTION 200 2 ��7 �7�7 J •7A7A7AL7�7 /7I7I7A7�7� 'NONE F3 _ ► �� 1 11 ; STORAGE DATA CLOSE Ill -2" 1l' -2" NORTH REFLECTED CEILING PLAN 1 /4" = 1' -0" REVIEWED FR CODE COMPLIANCE APPROVED DEC 0 3 X409 City of Tukwila BUILDING DIVISION WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, Califomia 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS CRANING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARWES THE ARCHITECTS NAME. ALL DESIGN MO OTHER NFORMATIO" SHOWN ON NE DRANRTO ARE FOR USE ON NE SPEWED PRQECT MN 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 O O N (J) W U. U 0 H z CD w w z ISSUE ISSUE DATE: PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ REFLECTED CEILING PLAN RECEIVED OCT 02 2009 PERMIT CENTER A7.0 S M SA #0921 NOTE: SEE SPECIFICATIONS FOR EDGE DETAIL INFORMATION WALL ANGLE 1 /5" POP RIVET ALL MEMBERS ONE WALL 4 12 a. SPLAY WIRE B GING IN PLANE OF EACH RUNNER VERTICAL ANGLE OF 45° (12' O.C. N BOTH DIRECTIONS. 144 SQFT. MAX) START WITHIN 4' OF WALL VERTICAL SEISMIC STRUT fp 12' O.0 CEILING I2' - 4" AFF HANGWIRE 11 M 8X A. 0 4 12 g a. VERTICAL WIRE 111111111111111111111111111111111111 I ACCOUSTICAL BOARD HORIZONTAL STRUT TYPICAL CONTINUOUS MAIN RUNNER OR CROSS "T 111111111111111111111111111111111111111111111111 PROVIDE 1/2 "5PACE OPPOSING WALL CEILING DETAILS NTS 45 ° TYP CROSS TEE (E) 3RD LEVEL SLAB 22' -0" TOP OF DECK +/- 13'-3° CEILING 11' -2" app's u-eci Jut" ,71-- 1- p II poi 5 �U (,��� , 4-0 ,5 &certe• d g.04 ►�o� - tow , icysle(4 deck stivt1 3/4" F DEC 1 1/2" METAL DECK 3 X 3 TUBE STEEL RE: STRUCTURAL 3 X 3 TUBE STEEL RE: STRUCTURAL 4" HORIZONTAL METAL STUD RAIL AT 21" OL. TYPICAL (3) EACH SIDE 6" STEEL CHANNEL RE: STRUCTURAL CATWALK SECTION (E) CONCRETE SLAB ON METAL DECK (E) STEEL BEAM 4" METAL STUD BRACING TYPICAL 3 X 3 TUBE STEEL POST RE: STRUCTURAL 3 X 3 TUBE STEEL RE: STRUCTURAL 4" HORIZONTAL METAL STUD RAIL AT 21" OC. TYPICAL (3) EACH SIDE 6" STEEL CHANNEL RE: STRUCTURAL CEILING RE: REFLECTED CEILNG PLAN (E) CLEI.4NOUT ACCESS POINT CATWALK PLAN 1/4" = 1' -0" 3 X 3 TUBE STEEL RE: STRUCTURAL WALLS BELOW 3 X 3 TUBE 6 RE: STRUCTURAL OUTLINE OF (E) GREASE EXHAUST DUCT MEM 4"•. ¢ 1111111111111 CE CEILING 12 -10" AFF FENDED ACOUSTICAL CEILING TILE AND GRID AIMED ALUMINUM PERIMETER TRIM AND REVEAL SUSPENDED ACOUSTICAL CEILING TILE AND GRID COVE AT CONFERANCE ROOM 3" = 1' -0" S" MAX. •12 HANGER WIRE �► 4' -0" O.C. IN BOTH DIRECTIONS. ALL HANGERS AND SPLAY WIRES TO HAVE A MIN. OF 3 TURNS N 1" OF RUN 45° TYP MAIN RUNNER CEILING 10' -2" AFF 3" = 1' -0" 12 GA. HANGER WIRE AT 4' -0" O.C. TYP MAN RIMNER 111111111 I1111111I,IIlil1l �l iII1111lll 1 1 SUSPEND ACOUSTICAL CEILING AND GRID PERIMETER TRIM WITH SHADOW REVEAL AND MIN. 2" HOR LEG METAL STUDS AND GLUES PER WALL TYPE TYPICAL PERIMETER CEILING TRIM 3" = 1 -0" 1/2" GU1B 1/2" GOB AT CEILNG 8" MAX RURRING STRIPS AT 2' -0" O.C. _... ... .. . .......- . .. ..; •. a.... �"'�.. �:. - ; ".. . : .. CEILNG 9I -8" AFF SOFFIT AT RECEPTION ROOM 2 1/2" COLD ROLLED CHANNEL AT 4' -0" O:C. METAL STUD WA -1 SUPPORT BRACKET (FIELD ATTACHED 48" MAX 0:C.). FILED CUT FROM STOCK MATERIAL FACTORY ATTACHED STIFFENING BRACE 1111, 1111111, 11111E 1 1111 SUSPENDED ACOUSTICAL CEILING TILE AND GRID PER PLAN 11111, 111 111111111111 SUSPENDED ACOUSTICAL CEILING TILE AND GRID PER PLAN TRANSITION BETWEEN SUSPENDED CEILINGS 3" = 1' -0" SUSPENDED ACOUSTICAL CEILING MD GRID METAL STUD FRAMING I/2" GWB AT SOFFIT CEILING 11' -2" AFF 4 2011 VIEWED FOR E G PPROVED DEC 0 3 2009 City of Tukwila ILDING DIVISION , Reflected Ceiling Plan Notes 4. 5. 6. PRIOR TO CLOSING CEILINGS, PLENUM SYSTEMS (HVAC, PLUMBING, ELECTRICAL, ETC) SHALL BE NSPECTED AND TESTED AS REQUIRED BY CONTRACTOR'S ENGNEER AND AUTHORITIES HAVING JUSRISDICTION TO ENSURE PROPER NSTALATION AND FUNCTION. 13. THE CONTRACTOR SHALL SUBMIT (4) CUT SHEETS OF SPECIFIED LIGHT FIXTURES AND EQUIPMENT. IN ADDITION (2) RILL WORKING SAMPLES OF SPECIFIED LIGHT FIXTURES SHALL BE SUBMITTED, IF REQUESTED BY WESTFIELD. 14. THE CONTRACTOR SHALL FURNISH AND INSTALL NEW LIGHT FIXTURES (COMPLETE WITH LAPMS) OF TYPES AND MANUFACTURERS SPECIFIED, AND REMOVE EXISTING FIXTURES FOR RELOCATION AS NDICATED ON THE DRAWINGS. ALL EXISTING FIXTURES TO BE RELOCATED AND TO REMAIN SHALL BE REFURBISHED AS REQUIRED, CLEANED, AND RELAMPED. 15. ALL RECESSED FIXTURES SHALL BE SET FLUSH INTO CEILINGS. 16. 11. 18. 19. 20. THE CONTRACTOR SHALL PROVIDE ALL MECHANICAL ENGINEERING AND WORK AS REQUIRED, INCLUDING INSTALLATION AND /OR RELOCATION OF HVAC SUPPLY AND RETURN GRILLES IN ACCORDANCE WITH APPLICABLE CODES. PLANS OF MECHANICAL VENTILATION SYSTEM SHALL BE FILLED TO MEET BUILDING DEPARTMENT REQUIREMENTS. 21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SUPERVISION OS ALL MECHANICAL WORK DURING INSTALLATION AND SHALL INSPECT ALL SYSTEMS FOR OPERATION AND CODE COMLIANCE Al COMPLETION OF THE JOB. 22. CUTSHEETS AND /OR SHOP DRAWINGS OF ALL REGISTERS AND ACCESS PANELS (AS REQUIRED) SHALL BE SUBMITTED TO WESTFIELD FOR REVIEW PRIOR TO FABRICATION, INSTALLATION, OR RELOCATION. 23. R EXISTING DIFFUSERS AND LOCATE NEW DIFFUSERS TO ALIGN WITH NEW FIXTURE PATTERNS. DIFFUSERS TO BE RELOCATED AND TO REMAIN SHALL BE CLEANED AND REFURBISHED AS REQUIRE.- 24. LOCATE HVAC GRILLES TO MINIMIZE SOUND TRAVEL FROM AREA TO AREA NOTIFY WESTFIELD OF ANY ANTICIPATED ACOUSTICAL PROBLEMS BEFORE START OF WORK 25. THERMOSTATS SHALL BE MOUNTED AT +48" AFF. 26. FOR DETAILS AND SPECIFICATIONS OF LIGHTING FIXTURES, SWITCHES, PANEL BOXES, DIMMER CONTROLS, CIRCUITING, AIR RETURN GRILLES, JUMP DUCT, THERMOSTATS, SMOKE DETECTORS, ETC. SEE ELECTRICAL MD MECHANICAL DRAWINGS. 21. LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MINIMUM 12 GUAGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE PLANE OR THE CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12' -0" O:C. 114 EACH DIRECTION WITH THE FIRST POINT WITHIN 4" FROM EACH WALL. 28. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN RUNNERS AND CROSS RUNNERS SHALL BE ATTACHED AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT EH OTHER TWO WALLS. 29. INSTALL SUPPORT WIRES AND CROSS RUNNERS TO AVOID CONTACT WITH HVAC EQUIPMENT AND DUCTWORK 30. RECESSED LIGHT FIXTURES NOT EXCEEDING %LBS. AND PENDANT - MOUNTED FIXTURES NOT EXCEEDING 20 LBS. MAY BE SUPPORTED BY ATTACHMENT DIRECTLY TO THE CEILING SYSTEM RUNNERS BY SCREWS, BOLTS, OR OTHER POSITIVE MEANS OF ATTACHEMENT. 31. 32. 33. THE CONTRACTOR SHALL RIRNISH AND INSTALL NEW ACOUSTICAL CEILING TILE AS NDICATED N THE DRAWINGS. FASCIAS OR ANY OTHER TRANSITION IN CEILING HEIGHT CCREATED BY THE INSTALLATION AND /OR ALTERATION OF HVAC DUCTS, PIFNG, OR OTHER EQUPMENT SHALL BE CONSTRUCTED OF GYPSUM BOARD ON METAL FRAMNG. CEILING HEIGHTS AND DETAILING SHALL BE AS INDICATED N DRAWINGS. CONTRACTOR SHALL VERIFY CLEARANCES BETWEEN DUCTWORK, LIGHT FIXTURES, AND OTHER OBSTRUCTIONS IN THE CEILING PLENUM TO ASSURE THE FINISH CEILING HEIGHT. ANY DEVIATION FROM THE HEIOGHT OR DETAILING NDICATED SHALL BE SUBMITTED TO WESTFIELD FOR REVIEW PRIOR TO BIDDING. THE CEILING WORK SHALL BE CLOSELY COORDNATED WITH THAT OF OTHER TRADES WHEREVER IT IS CONTIGUOUS. ACCESS PANELS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS. SYSTEMS AND EQUIPMENT REQUIRING ACCESS PANELS SHALL BE LOCATED AWAY FROM AREAS WITH GYPSUM BOARD CEILINGS. IF T1415 IS IMPOSSIBLE, CONTRACTOR SHALL COORDNATE TYPE AND LOCATION OF ACCESS PANELS WITH WESTFIELD PRIOR TO INSTALLATION. ALL JOINTS IN THE CEILING TILE FIELD SHALL BE SQUARE, LEVEL, MD PERFECTLY ALIGNED WITH EACH OTHER AND WITH RECESSED LIGHT FIXTURES. CEILING IN CLOSETS SHALL BE OF THE SAME HEIGHT AND CONSTRUCTION AS THAT OF THE ADJOINING SPACE, UNA. THE CONTRACTOR SHALL PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL CEILING TILE AS REQUIRED FOR LIGHT FIXTURES, REGISTERS, DIFFUSERS AND OTHER INSERTED ITEMS,. ACOUSTICAL CEILING SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE CODES FOR FIREPROOF ASSEMBLIES. THE CONTRCTOR SHALL REPAIR AND /OR REPLACE ANY CEILING TILES WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATIONS. THE CONTRACTOR SHALL NOT BE REQUIRED TO OPEN ANY CEILINGS FOR TELEPHONE, SECURITY, OR COMPUTER DATA SYSTEMS INSTALLATIONS, REPAIR, OR CONFIGURATION AFTER CEILINGS ARE CLOSEE IF SUCH WORK IS REQUIRED, THE EXPENSE TO REOPEN CEILINGS SHALL BE BORNE SY THE PARTY RESPONSIBLE. UNLESS SPECIFICALLY DIMENSIONED, LIGHT FIXTURES SHALL BE LOCATED WITHIN THE CEILING GRIDS AS NDICATED ON THE REFLECTED CEILNG PLANS. ALL CEILNG FIXTURES INCLUDING DOUkNLIGHTS, WALLWASHERS, EXIT SIGNS, ETC. 51-1ALL BE CENTERED ON CEILING TILES, UNA. CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS AND DIMANSIONS AND NOTIFY WESTFIELD OF ANY DESCREPANCIES ADVERSELY AFFECTING THE LIGHTING DESIGN AND /OR INSTALLATION (INCLUDING CONFLICTS WITH STRUCTURE, MECHANICAL EQUIPMENT, DUCTWORK, ETC.) PRIOR TO PROCEEDING WITH THE WORK AT CONDITIONS OF INTERFERENCE BETWEEN DUCTWORK AND LIGHT FIXTURE, PROVIDE RECESSED "HAT" WITHIN DUCT TO ACCOMODATE FIXTURE. WHERE MORE THAN ONE SWITCH OCCURS N THE SAME LOCATION, THEY SHALL BE INSTALLED IN GANG TYPE BOX UNDER ONE COVER PLATE. 14VAC DIFFUSERS NOT EXCEEDING 20 LBS. AND UIHICH RECEIVE NO TRIBUTARY LOADNG FROM EQUIPMENT OR DUCTWORK MAY BE SUPPORTED BY POSITIVE ATTACHEMENT TO THE CEILING RUNNER: LIGHT FIXTURES AND HVAC DIFFUSERS IN EXCESS OF THESE MINIMUM WIEGHT REQUIREMENTS SHALL BE SUPPORTED BY WIRES ATTACHED DIRECTLY TO THE STRUCTURE ABOVE. FIRE SPRINKLERS - PROVIDE COMPLETE SYSTEM INCLUDING, BUT NOT LIMITED TO, PIPING, VALVES, SPRINKLER DROPS, AND SPRINKLER HEADS. USE REFLECTED CEILING PLANS FOR LAYOUT GUIDELINES. ALL SPRNKLER HEADS SHALL BE FULL RECESSED (FLUSH TO CEILING). 34. SPRINKLER HEADS, LIFE SAFETY SPEAKERS, LOCAL SPEAKERS, CEILING DOORS, SMOKE DETECTORS, CHIMES, AND ALL OTHER CEILING FIXTURES SHALL BE CENTERED IN CEILING TILES (EQUALLY IN BOTI- DIRECTIONS) AND INSTALLED AT EQUAL DISTANCE BETWEEN THE CORRIDOR WALLS, UNA. IF T1UO OF MORE SPRINKLER HEADS OCCUR N ONE ROOM, THEY SHALL BE SLIGNED WITH EACH OTHER 35. CONTRACTOR SHALL SUBMIT MECHANICAL AND SPRINKLER DRAWINGS TO WESTFIELD FOR APPROVAL OF LOCATION OF SPRINKLER HEADS AND HVAC GRILLES. 36. RJRNISH AND INSTALL SMOKE DETECTORS PER ELECTRICAL ENGINEER'S DRAWINGS. LOCATION MD QUANTITY OF SMOKE DETECTORS WITHIN TENANT SPACE SHALL BE DETERMINED BY THE FIRE MAARSHALL. 31. WHERE CEILINGS ARE SPECIFIED TO BE OF FIRE -RATED XONSTRUCTION, ALL RECESSED LIGHT FIXTURES, SPEAKERS, ETC. SHALL BE BOXED OUT ABOVE THE CEILING WITH A FIRE -RATED ENCLOUSURE EQUAL TO THAT OF THE CEILING. South center 633 Sout,cnter Pakway 'Mode, WA.. 98186 - 206 -248 -0423 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 INSTRUMENT 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. ALL DESIGN AND OTHER INFORMATION SHOWN CN THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND 91ALL 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) 824 -2777 • FAX (206) 624 -2973 ISSUE DATE: PROJECT MANAGER WEJ PERMIT REVISION ISSUE A 11 -02 -09 PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ DETAILS RECEIVED NOV • 0 3 2009 PERMIT CENTER A7.1 SMSA #0921 DOOR NO ROOM LOCATION DOOR TYPE DOOR STYLE SIZE W x H THK. DOOR MATL. HM FR. TYPE FRAME MATL. RATING DETAILS HDWR GROUP NOTES FIRST FLOOR HEAD JAMB 'THRESH / TG -1 0AC4 N N N NO. I NAME arn(3 FIN. MAT. FIN. se! as I MAT. FIN. MAT. FIN. MAT. FIN. MAT. CORRIDOR - RECEPTION FLUSH 3' -0" x 1 -0" 1 3/4" HM 60 MIN. I, 2,1 RECEPTION- CLOSET BIFOLD PR 3' -0" x 9' -0" 1 3/4" 1411. NR. 215 EXISTING CORRIDOR 1 OFFICE SUITE - LARGE CONF. GLASS 3' -0" x 9' -0" - - N.R. P -I GWB P -1 CPT - 1 5 2024 RECEPTION - LARGE CONF. C GLASS 3' -0" x 9' -0" - GLASS - - N.R. GW5 P-1 GWB P -I 5 203 OFFICE SUITE - SMALL CONF. C GLASS 3 -0" x 9' -0" - GLASS - - NR P -1 GWB 5 204 RECEPTION - OFFICE SUITE C GLASS 3 -0" x 9' -0" - GLASS - - NR 202 LARGE CONFERENCE GUS P -1 5 204A CORRIDOR - OFFICE SUITE A FLUSH 3' -0" x 1' -0" 1 3/4" IUD A HM. 60 MIN. I, CPT -I CARPET 203 1 , 1 205 OFFICE SUITE - PHONE ROOM C GLASS 3 -0" x 9' -0" - GLASS - - N.R. T - 1 - RB 5 206 OFFICE SUITE - OFFICE C GLASS 3' -0" x 9' -0" - GLASS - - N.R. P -1 ACT - 1 T - 1 5 r c0 N NNNNNtD OFFICE SUITE - LOUNGE (3.1.1•444-4 GLASS 3' -0" x 9' -0" - GWB P -1 ii =iii GUS P -1 - OFFICE SUITE - WOMENS FLUSH 3' -0" x 9' -0" RB 3/4" P -1 PAINT FIELD COLOR 2048 OFFICE SUITE OFFICE SUITE - MENS FLUSH 3' -0" x 9' -0" 3/4" GWB P -I ACT - 1 OFFICE SUITE - DATA FLUSH 3' -0" x 9' -0" RB 3/4" P -2 ACCESS PAINT - HOLLOW METAL FRAMES 205 PHONE ROOM OFFICE SUITE - STORAGE FLUSH 3' -0" x 9' -0" 3/4" GWB P -1 ACT - 2 CORRIDOR - STORAGE FLUSH 3' -0" x 1' -0" RB 3/4" P -3 ACCESS PAINT 206 OFFICE CORRIDOR - STORAGE FLUSH 3' -0" x 1' -0" 3/4" GLIB P -1 ACT - 1 5201 STORAGE 000000 EXISTING 3' -0" x 1' -0" 3/4" 999999 -4.1.14.1 = = =___ P -1 GWB 6 5202 STORAGE EXISTING 3' -0" x 1' -0" - 3/4" REMARKS I. RIRNISH AND INSTALL REQUIRED FLAT STRAP BACKING FOR WALL MOUNTED (NCLUDNG BUT NOT LIMITED TO) CASEWORK, AND GRAB BARS 2. CONTINUE NEW PAINTING AT WORK COMPLETED ON EXISTING WALLS TO CORNER OF WALL - MATCHING EXISTING PANT COLOR 3. PROVIDE TRANSITION STRIPS AT CHANGE IN FLOORING MATERIAL. 4. INSTALL 3 /4" FIRE RATED PLYWOOD ON TOP OF STORAGE UNIT FOR ACCESS PANELS 208 WOMENS RESTROOM 6 5203 STORAGE EXISTING 3' -0" x 1' -0" 3/4" P -1 GM P -I CT 6 5204 STORAGE EXISTING 3' -0" x 1' -0" GWB 3/4" GLIB 6 5205 STORAGE EXISTING 3' -0" x 1' -0" - 3/4" 1 210 DATA CLOSET GU/E3 6 5206 STORAGE EXISTING 3' -0" x 1' -0" GM 3/4" ACT - 1 - CONCRETE - 6 5201 STORAGE D EXISTING 3 -0" x 1' -0" 1 3/4" WD A 1411. NR P -I ACT - 2 - CPT - I 6 5208 STORAGE D EXISTING 3' -0" x 1' -0" 1 3/4" WD A HM. NR MTL SCRN -- MTL SCRN -- 6 5209 STORAGE D EXISTING 3' -0" x 1' -0" 1 3/4" WD A HM. N.R -- MTL SCRN -- MTL SCRN 6 S2I0 STORAGE D EXISTING 3' -0" x 1' -0" 1 3/4" LID A HM. N.R. MTL SCRN -- MTL SCRN -- 6 5211 STORAGE D EXISTING 3' -0" x 1' -0" 1 3/4" WD A HM. NR -- MTL SCRN -- MTL SCR 1•1 6 5212 STORAGE D EXISTING 3 -0" x 1' -0" 1 3/4" WD A HM N.R. MTL SCRN -- MTL SCRN -- 6 5213 STORAGE D EXISTING 3' -0" x 1' -0" 1 3/4" WD A 1411. N.R. 6 REMARKS I: HOLLOW METAL FRAME TO BE PAINTED P -2 UNLESS NOTED OTHERWISE 5. GLASS DOORS SHALL BE CLEAR FILLY TEMPERED SAFETY GLASS MEETNG ALL REQUIREMENTS FOR GLASS 2: FURNISH AND INSTALL THRESHHOLD AT TRANSITION OF FLOOR MATERIAL DOORS INCLUDED ADJACENT BORROWED LITES. 3: FURNISH AND INSTALL REDUCER STRIP AT TRANSITION OF FLOOR MATERIAL 6. DOORS ARE TO BE REUSED FROM EXISTING TENANT STORAGE DOORS WITH SAME HARDARE AND LOCKSETS 1. DOOR SHALL INCLUDE CLOSER AND SMOKE SEALS FOR RATED DOOR 4: EXISTING DOOR TO REMAIN - MAINTAIN I -HR RATED ASSEMBLY INTERIOR GLAZING TYPES FG -1 CLEAR FLOAT GLASS TG -I CLEAR TEMPERED GLASS FTG -1 FROSTED TEMPERED GLASS ROOM FINISH SCHEDULE \ \ I_ \ NORTH \ SOUTH \\ % WEST / FLOOR / BASE / TG -1 ROOM FINISH SCHEDULE ABBREVIATIONS ROOM NORTH EAST SOUTH WEST CLG. FLOOR BASE REMARKS SYMBOL DESCRIPTION NO. I NAME MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. (REFER TO SPECIFICATIONS FOR ALL MATERIALS AND FINISHES) 215 EXISTING CORRIDOR GLIB P -I GUS P -1 GWB P -1 GWB P -I GWB P -1 CPT - 1 - R8 2 ACT -I ACOUSTICAL CEILING TILE 2X2 200 RECEPTION) GWB P -I GWB P-1 GW5 P-1 GWB P -I GWB /ACT 1 CPT - 1 - RB 2, 3 ACT -2 ACOUSTICAL CEILING PANEL SYSTEM 201 CLOSET GWB P -1 GWB GM P -I ACT - 1 T - 1 - RB 1, 2, 3 CT CERAMIC TILE FLOORING WITH COVE BASE 202 LARGE CONFERENCE GUS P -1 GUS GWB P -1 ACT - 1 /AC T - I - RB I, CPT -I CARPET 203 SMALL CONFERENCE GUS P -1 GWB GUS P -1 ACT - 1 T - 1 - RB GWB GYPSUM WALL BOARD 204 OFFICE SUITE GWB P -1 WS GWB P -1 ACT - 1 T - 1 - RB RB RUBBER BASE 204A OFFICE SUITE GWB P -1 GWB GUS P -1 ACT - 1 T - I - RB P -1 PAINT FIELD COLOR 2048 OFFICE SUITE GWB P -1 GWB GWB P -I ACT - 1 - CPT - I - RB P -2 ACCESS PAINT - HOLLOW METAL FRAMES 205 PHONE ROOM GWB P -I GWB GWB P -1 ACT - 2 - CPT - I - RB 2 P -3 ACCESS PAINT 206 OFFICE GWB P -I GWB GLIB P -1 ACT - 1 - CPT - 1 - RB 201 LOUNGE GWB P -1 GWB GWB P -1 ACT - 1 - CPT - 1 - RB REMARKS I. RIRNISH AND INSTALL REQUIRED FLAT STRAP BACKING FOR WALL MOUNTED (NCLUDNG BUT NOT LIMITED TO) CASEWORK, AND GRAB BARS 2. CONTINUE NEW PAINTING AT WORK COMPLETED ON EXISTING WALLS TO CORNER OF WALL - MATCHING EXISTING PANT COLOR 3. PROVIDE TRANSITION STRIPS AT CHANGE IN FLOORING MATERIAL. 4. INSTALL 3 /4" FIRE RATED PLYWOOD ON TOP OF STORAGE UNIT FOR ACCESS PANELS 208 WOMENS RESTROOM GUS P -I GLUES GWB P -1 GM P -I CT - RB 1 209 MENS . __ RROOM GWB P -1 GLIB GWB P -1 GUS P -I CT - RB 1 210 DATA CLOSET GU/E3 P -1 GM P -1 GWB P -1 GM P -1 ACT - 1 - CONCRETE - RB 2 211 STORAGE GM P -1 GWB P -1 GWB P -1 GWB P -I ACT - 2 - CPT - I - RB 5201 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- - - - 5202 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- - - - 5203 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCR4 -- - - - 5204 TENANT STORAGE MTL SCRs' -- MTL SCRN -- MTL SCRN -- MTL SCR 1•1 -- MTL SCRN -- - - - 5205 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRNI -- MTL SCRN -- - - - 5206 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- - _ _ 5201 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- - - - 5208 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- - - - G209 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- - - - 5210 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- - - 4 5211 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL SCRN -- - - 4 5212 TENANT STORAGE MTL SCRN -- MTL SCRN -- MTL SCRN -- MTL 5C 4 -- MTL SCRN -- - - - 5213 TENANT STORAGE MTL 5CR4 -- MTL SCR's! -- MTL SCRN -- MTL SCRN -- MTL SCRN -- - - - ABBREVIATIONS AL FL FR HM NR STOR WD ALUMINUM FLUSH DOOR FRAME HOLLOW METAL NON -RATED STOREFRONT DOOR WOOD NOTES TO DOOR TYPES 1. SEE SCHEDULE AND SPECIFICATIONS FOR HARDWARE, GASKETING, AND SEALS PER HARDWARE GROUP. 2. SEE SCHEDULE FOR FIRE RATING. 3. THRESHOLDS TO BE 1/2" HIGH MAX. (TYP.) 4. PROVIDE LEVER TYPE HANDLES, MOUNTED AT 38" A.F.F. AT SPACES SCHEDULED TO BE ACCESSIBLE PER ADA CODE, TYP. NOTES TO FRAME TYPES 1. ALL DIMENSIONS TO BE VERIFIED IN FIELD BY CONTRACTOR FRAME TYPES 2' E SCHED 2" Ll i w H.M. DOOR TYPES T EE SCHED A (FLUSH) WOOD 1 1 /2" = 1' -0" (PLAN VIEW) E SCHED B (PAIR BI -FOLD) WOOD SEE WALL TYPE 5/8" GWB METAL STUD JAMB HOLLOW METAL FRAME AND ANCHORAGE TYPICAL DOOR JAMB EE SCHED Q z w B GLASS PANEL DOORS SEE WALL TYPE 11/2" = 1' -0" D PYLWOOD DOOR 5/8" GU METAL STUD HEADER HOLLOW METAL FRAME AND ANCHORAGE TYPICAL DOOR HEAD !P 5 AUG 24 20U CODE COMP AN E C APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION O O N U1 W U 0 z w w z ISSUE Sou th cen ter ISSUE DATE: r�S ` 633 Southeenter Tukwila. WA.. 00tes -28 206-248-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS ORATING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHTECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHTECTS NAME. ALL DESIGN AND ORER REFORMATION SHOWN ON THE OKAYING ARE FOR USE ON THE SPECIFIED PROJECT 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 SUIT 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 SCOTT 'r1F7 2 P. ATE OF W HINGTON DC w Z J W U O . 1 - 1 - 1 07, w< Q ste J 1— rn W CD F■• O L.L co F- N W PROJECT MANAGER WEJ PERMIT SET OCT. 01, 2009 PROJECT ARCHITECT WEJ SCHEDULES DOOR TYPES DETAILS RECEIVEf OCT 02 2009 PERMIT CENTS. A8.0 SMSA #0921 THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE International Building Code (IBC) 2006 STRUCTURAL LOADS FLOOR LIVE LOADS: Catwalk = 40psf WIND LOADS: Basic wind speed, V3s = 85mph Wind importance factor, Iw = 1.15 Wind exposure: 'C' K 2T = 1.0 SHOP DRAWINGS Shop drawings shall be submitted for review prior to fabrication. Shop drawing submittals processed by the engineer are not change orders. The purpose of shop drawing submittals by the contractor is to demonstrate to the engineer that the contractor understands the design concept, by indicating which material is intended to be furnished and installed, and by detailing the intended fabrication and installation methods. If deviations, discrepancies, or conflicts between shop drawing submittals and the contract documents are discovered either prior to or after shop drawing submittals are processed by the engineer, the design drawings and specifications shall control and shall be followed. ANCHORAGE TO HARDENED CONCRETE Where expansion anchors are specified, use " Hilti Kwik Bolt TZ" (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). lti HIT —RE 500 ", " Hilti 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 cleaned 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 describing the anchors and listing ICC approved allowable shear and tension values. STRUCTURAL STEEL Wide flange shapes to be ASTM A992, Fy = 50 ksi Channels, angles, and plates to be ASTM A36, Fy =36 ksi. Pipe columns to be ASTM A36, grade B, Fy =35 ksi. HSS structural tube to be ASTM A500, grade B, Fy =46 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 E70xx electrodes. All welding shall be performed in strict adherence to a written welding procedure specification (WPS) per AWS D1.1. All 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. Steel to steel bolted connections are shown to be bearing —type connections using A325 bolts with threads included in the shear plane. Hole size shall be in accordance with AISC specification for bearing connection and bolts shall be tightened to snug —tight condition. Where bolts are noted A325SC, connections shall be friction —type connections with bolts tensioned and using appropriate hardened steel washers as required by AISC standards. Anchor bolts embedded in concrete or masonry are ASTM F1554 Grade 36, unless otherwise noted. Use headed anchor bolts, not "J" bolts. Alternately, anchor bolts may be A36 threaded rod with double heavy hex nuts at embedded ends. No heating of anchor bolts is permitted. Do not enlarge holes in base plate by burning. Bending of A307 anchor bolts is permitted only with the prior approval from the engineer. High strength anchor bolts to be A325, A354, A449, or ASTM A193 Grade B7, minimum yield strength 75 ksi. No welding to or bending of high strength anchor bolts is permitted. Where not specifically shown by detail, connections shall be bolted frame beam connections per AISC standards. During erection, structural steel shall be secured from collapsing with temporary bracing. Submit shop drawings prepared by an experienced detailer for review prior to fabrication. Shop drawings to be complete, showing all welds and material grades. Provide a plan location or detail reference for each shop drawing. For minor steel —to —steel connections of 12" and smaller steel members: If an explicit connection is not shown on the structural drawings, detailer is to propose a connection similar to the connections on the drawings or per RISC standard connections. On the shop drawing, cloud the connection and state "verify." Shop drawings not meeting these conditions will be rejected. Review of shop drawings by the Engineer is for design intent only, and does not include verification of dimensions and quantities. Verification of dimensions and quantities are the responsibility of the contractor. Steel Fabricators and Detailers: Base bid to include steel detailer and fabricator time and costs for routine construction questions. Routine construction questions include dimensional questions and minor framing questions. Routine construction questions are part of the normal construction process, and are to be included in the base bid. STEEL ROOF DECK Shall be designed, manufactured and installed per Steel Deck Institute Specifications to support superimposed load at a maximum live load deflection L/240. Anchorage to supports to be sufficient to resist wind uplift forces corresponding to design winds loads as noted under "LIVE LOADS ", with a minimum value of 100 lbs. per connector. Welding pattern at the supports, perimeter and for diaphragm action to resist a minimum lateral force of 360 pounds per lineal foot to be submitted to the Architect for review. Contractor to provide steel header at openings through deck to satisfactorily distribute loads to supporting members. COMPOSITE STEEL FORM DECK The combined steel and concrete units shall be capable of supporting superimposed total load of dead load plus live Toad as indicated under "LIVE LOADS ". The floor deck shall be fastened to the supports by 3/4" diameter welds spaced not more than 12 "o.c. across the width of the panel or by headed studs welded through deck to steel beams. Side laps of adjacent unit shall be fastened at 2'- 0 "o.c.. Shoring requirements shall be as determined by deck supplier and shall be the responsibility of the general contractor. Shop details to be submitted to the Architect for review prior to fabrication. 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 Min. No. of Rows Up to 14 ft 1 row at mid —span 14 ft to 20 ft 2 rows at 1 /3— points 20 ft to 26 ft 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 #8, #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 D1.3 and shall be performed by a welder certified in accordance with AWS D1.3. Use E60xx electrodes. Powder — actuated or low— velocity driven fasteners shall be Hilti "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. GENERAL NOTES SPECIAL INSPECTIONS 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 ar 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. Feld 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. QUALITY 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 STRUCTURAL TESTING — GENERAL Testing Agency to provide reports of the types below. Testing agency to distribute reports to: 1. The Owner 2. The Architect 3. The Structural Engineer 4. The Contractor SPECIAL INSPECTIONS — STRUCTURAL STEEL CONSTRUCTION ELEMENT: PERIOD: ELEMENT: PERIOD: ELEMENT: PERIOD: ELEMENT: PERIOD: Welding Procedure All welding shall be performed in strict adherence to a written welding procedure per AWS D1.1. The welding procedure variables shall be within the parameters 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. Welder Certification Special Inspector to verify welder qualifications for type of welds and welding positions prior to work Welding Materials Special Inspector to verify materials meet the welding procedure prior to work Shop Welding 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: Multiple pass fillet field welds PERIOD: Continuous Special Inspection ELEMENT: Single pass fillet field welds PERIOD: Special Inspector to provide Visual Inspection of all welds prior to completion ELEMENT: Steel Deck Welding 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 ELEMENT: Installation of high strength bolts (other than slip — critical or tension bolts) PERIOD: Special Inspector shall verify that requirements for bolts, nuts, washers, and paint are met. Visual Inspection of all bolts prior to completion. Verify that the connected materials have been drawn together and properly snugged. 21 0 17o MO 2 4 20111 C REVIVWED FOR ODECOMPILIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION EXPIRES 01/09/2011 PSM CONSULTING ENGINEERS, INC. 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 P: 206.622.4580 www.psm- engineers.com 09136_S10.dwg ISSUE ISSUE DATE: Westfleki Sou th cen ter 633 Southeenter Parkway Tukwila, WA., 98188 -2888 206 -246 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, Californid 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT Of SERNCE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME ALL DESIGN AND OTHER INFORMARON SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT 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 0) O N W F- U) w 0 U J LL O w rn 0 �Q Q w� W a W `n • z � co Q C CONSTRUCTION SET PROJECT ARCHITECT WEJ PROJECT MANAGER MV REVISION #1 - OCT. 27, 2009 OCT. 16, 2009 GENERAL NOTES SPECIAL INSPECTIONS RECEIVED NOV ' 3 2009 PERMIT CENTER S1.0 SMSA #0921 ■ l [-. ��. i 1 ! —[ ` I ; I i I ..I 1 mss_ 1 I 1v`1o�r~. i I 7 - t }+.Q jy { •i11E I f1 1 t ; :sr :t o b t 1 - • , Rv, istl - i ! oiw �' a Fw1 i I I I 1 1 1 I 1 -� Gv hu ey I I ! I i -- - -- 4• .._... - I 1 i 1 d k l I I , ? k- *; 1 j 1 1- -. — � 1 1 _ 1 I �1rao� - _ S t. �_.. � _.._. ` • � i � _._ I _._..__.... ; , i ; : r b h, ._-„ 4c3, vWd tA? E71�C : I I I , ! i I , T ! I 1 T- • - --�- � 111 I I Goo - I i 1 I i L w1 Y T ( � H —1— -- r I I I t .. . ... I J r i tc scsrew ; - �s LA4r 1 I ! I ' -) i-- I _— ?f - I t: t_ cc) E f a i —1 -� ! i I 1 1 I 1 . wt,..3ti , ..._._ 1 __._...i- 1 *r. .§1., 1 I .._- -- t-- ......� it i i-- -T_i._ _.._ - -1 •. _ -- . i 1 I 1 i.- 11 1 r -!. I ! -. . . 1 I i I I T !' I 1 I I 1 = I i L _ 1 L i i ` i, 1 NTS 1. . SEE DETAIL 1 FOR BOXED HEADER 2. SEE DETAIL 2 FOR BOXED JAMB 3. SEE DETAIL 3 FUR HEADER TO JAMB CONNECTION AND DETAIL 4 FOR SCI. TO JAUB CONNECTON 4. SEE DETAIL 5 FOR JAMB CONNECTORS AT EACH E. PARTIAL SOUTH ELEVATION 0 ; I 1 1 T -- _. f ; 1 ■ 1�Q QQ_` 4. c 9� _ �_ I — r • 1 . I I.Q. eA,J Q 1 tit la S. 1 1 � 1 ,_ I 1 c9 I i . 1 I 1 i I - q° 4 7_1_0 1_ I ; i I I � o s rs o i S 7 11-Aa r - 1 , i i i --r I , 60 ... -1 _ b ii Ct2s _ I • 60OT20C 97 SILL 11DXFD HEADFR NTS 1. SEE DETAC. 1 FOR BOXED HEADER 2. SEE DETAIL 2 FOR BOXED JAMB 3. SEE DETAIL 3 FOR HEADER TO JAMB CONNECTION MD DETAIL 4 FOR SILL TO JMJB CONNECTION 4. SEE DETAIL 5 FOR ,W1B CONNECTIONS AT BCH END. BOXED HEADER 6 600T21X -97 SILL TENANT ELEVATION PARTIAL EAST ELEVATION a 1 ? l i 1 —€ I I H I ._.. _ J _ - -- 1 1 FRb IJ /FMB LQSIJ1 *C`riDtJ 10C j-0. P - - -! - _ _ --- I -1 • L _.... I - -_ 1 — L __.__ - ...__.. ---- ,---- i______. • i - —I _ _tr2P 4 166 .v ,4– ! 1 i l , = I I I 1 `DUBTIYa STONE DAfV TO 1dMAN E q ! I ;h � A 4 1 hA UY1 1�1 S1,!e Ce — -; --I b I !•- ° 'i t — 1 Wot { i 1 - ` 1 i i weT p d ML.► .LI I! i i r r i ! I 1 1 EXISTING STONE PARAFET CAP TO REMAN DO6TNG 'MN BRICK YEMENI WALL A66e•BLY TO REMAIN SECOND EL. •46A'A' I I I II -- I -i— I-- ......_�. !- 1– 'UI4 L1 SV S e ,-Q A l —I-- 1 --- -!..._ - 1 . - - .. -- - t� - ' 1 - 1 i r 1 i I I 3 `t si,As 1 d. cry 1 . 1 1!1 11. I _ ' I I 1 I 1 1 1 1 I -� I • rf(� I 1 I MP! 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 P: 206.622.4580 www.psm- eng1neers.com 09136_S20.dwg AUG 2 4 2011 R E V IEWE D FOR CODE COMPLIANCE APPROVED D EC 0 3 2009 City of Tukwila BUILDING DIVISION EXPIRES 01/09/2011 1 PSM CONSULTING ENGINEERS, INC. Westfleki Southcenter 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 INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRCDUCIION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON 1HE DRAWING ARE FOR USE ON 1HE SPECIFIED PROJECT 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 ISSUE DATE: 633 Southcenter Parkway Tukwila, WA., 98188 -2888 206 -246 -0423 w Z J W U co co p w rn w � Q U J = Q 1_ 0 � 1 - 1 - 1 CD 1— L.L op � N W ISSUE REVISION #1 - OCT. 27, 2009 CONSTRUCTION SET PROJECT ARCHITECT WEJ PROJECT MANAGER MV PLANS SECTIONS & DETAILS RECEIVED NOV 03 2009 PERMIT CENTEA OCT. 16, 2009 S2.0 SMSA #0921 Y" x 20Ga HSB -36 ROOF DECK PARTIAL ROOF FRAMING PLAN W/ CATWALK NTS -- I r1 i - rD I 1 I 1 _ .... - -- 1 — 1 I lP'Kpk I l l l 1 1 i .. -- I - - -- - - --- I I rya AUO 2 4 2011 REVIEWED FOR CODE COMPLIANCE APPROVED D EC 0 3 2009 C ity of Tukwila BUILDING DIVISION EXPIRES 01/09/2011 PSM CONSULTING ENGINEERS, INC. 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 P: 206.622.4580 www.psm- engineers.com 09136_S20.dwg WslIlekf Southcenter 633 Southcenter Parkway Tukwila, WA., 9818e -2888 206 -248 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 111IS DRAWING IS AN INSTRUMENT OF SERNCE, IS THE PROPERTY OF 111E ARCHITECT AND MAY NOT BE REPRODUCED YA1HCUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON 1HE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OIHERYASE 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 0) O Ce N W W w � •. U LL O w � 0 (1) ,_ < Z — � J LLI W � 0 z �N W Q C ISSUE REVISION #1 - OCT. 27, 2009 ISSUE DATE: CONSTRUCTION SET PROJECT ARCHITECT WEJ PROJECT MANAGER MV OCT. 16, 2009 PLANS SECTIONS & DETAILS RECEIVED , NOV 0 3 2009 PERMIT CENTER S3.0 SMSA #0921