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Permit D09-236 - WESTFIELD SOUTHCENTER MALL - VESTIBULES
SOUTHCENTER MALL VESTIBUT 1ES 2800 SOUTHCENTER MALL 09 -236 City if Tukwila Parcel No.: 6364200010 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: / /www.ci.tukwila.wa.us Tenant: Name: SOUTHCENTER MALL VESTIBULES Address: 2800 SOUTHCENTER MALL , TUKVVILA 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: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Phone: 206 718 -0960 Contractor License No: BNBUII *990K3 DESCRIPTION OF WORK: ADDITIONAL THREE NEW VESTIBULES AT THE EXISTING SOUTH ENTRANCES TO THE MALL doc: IBC -10/06 * *continued on next page ** Permit Number: D09 -236 Issue Date: 02/24/2010 Permit Expires On: 08/23/2010 Expiration Date: 09/12/2011 Value of Construction: $97,346.20 Fees Collected: $2,285.13 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 19 D09 -236 Printed: 02 -24 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: doc: IBC -10/06 City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: ht0://www. c i. tukwil a. wa. us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of am authorized to sign and obtain this development permit. Signature: ` " \ Date: 2 Z`t ' i 0 Print Name: tr.../NAy2...- A ' t L1 r>r✓ 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. - ,11;),Jb Permit Number: D09 - 236 Issue Date: 02/24/2010 Permit Expires On: 08/23/2010 Date: - 1. 0 D09 -236 Printed: 02 -24 -2010 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • • 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 SOUTHCENTER MALL VESTIBULES PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -236 ISSUED 11/05/2009 02/24/2010 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 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. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted m the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 10: 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. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. D09 -236 Printed: 02 -24 -2010 15: ** *FIRE 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 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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)(Extend sprinkler protection to the vestibules.) 18: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 20: Install a sign in one inch high letters over the door stating: "This Door to Remain Unlocked When Building Is Occupied ". (IFC 1008.1.8.3 subsection 2.2) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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. (Smoke control operation of the vestibule doors shall be per smoke control notes on sheet T1.0 of the approved plans. 24: 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) 25: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: 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 -236 Printed: 02 -24 -2010 Print Name: MA rte- 4. • }—d • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: \O — C Date: • doc: Cond -10/06 D09 -236 ordinances governing or local laws regulating Printed: 02 -24 -2010 Site Address: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Tenant Name: 1 3TFi Property Owners Name: Id E SflUTC.E�lTI✓?'L Contact Person: Yt-4 1.1 E -Mail Address: I4k7' t4E e 5 in 5Tf l• 612-.. CA Company Name: 5 1 Mailing Address: 9--2. 2 S OO ©tXT1.1 G• 6 3 3 56t - 17-+ LE/ 5 j 'UPr City H:\Applications\Fonns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised' 1 -2009 bh Mechanical Permit No. Plumbing/Gas Permit No. Public Works Perx it No oject No. Building' P 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 l0 2 3 O - 1 — 0 0 1 0 Floor: New Tenant: ❑ Yes ,.No 1A/A" e i $_1 $ State Zip Suite Number: your perms CONTACT PERSON - w do we eady to Name: A''(}...IE . to - t...ISa Day Telephone: 2D 6 ` 62-9 - 27 7 7 Mailing Address: i �'1;1.jl 1.(- '''' 1tilA S kJ A r...c. O 5,atk 1 1,,e 1 44- '(O City State Zip E -Mail Address: lA✓ 51'4 S'T' 1Ylp•E•aZ . (-t) 0 Fax Number: 20 (o ' 624 • 2`77 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5» Company Name: Mailing Address: Zip State City Contact Person: Day Telephone: E -Mail Address: Contractor Registration Number: Expiration Date: Fax Number: of Record. ARCHITECT''; OF RECORD - All plans must be wet d by Architect Company Name: S . 11. S " 1"El;ett i s .k-i S t 1'. • L . L . Mailing Address: 1 -{ ©o0 1JEL -tr,i- 1,4 S LJ Zs' 0 i s, -EA 9 l $ loco City State Zip Day Telephone: 2 -P 6 - 0 ' 2777 Fax Number: zD G 4,7)4 • 2 3 plans must be .vet stamped by >Erngineer of R + ENGINEER OF RECOI? KA 1a PS I City State Zip Contact Person: M I.l.tit I VI re) At iiacL A - Day Telephone: 24D (o • ( '15B a E -Mail Address: M U IJ 1 a- Ps t el - ty - )z-S • 4,-01.1 Fax Number: 20 Ca • &Z-2-- • Q Page 1 of 6 Will there be new rack storage? ❑ Yes BUILDING FERMIT. INFORMATION ;- 206- 431 -3670 Valuation of Project (contractor's bid price): $ Oa PC' 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): i•-1e0 �[ Tl �ul� i tom FX 1 s 'No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 2" Flov Floor S Ace so Attache Detached Garage Attached Detached Carport wei ek' di Uncove k' 66.3 Addition to Existing Structure 86,8 Type of Construction per 113C Type of Occupancy per IBC M 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) Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: *For an Accessory dwelling, provide the following: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers yI Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes ; attach list of materials and storage locations on a separate 8 -1/2 " x 11 " paper including quantities and Material S ety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H. \Applications \Forms - Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): I ►`i �E� -��5�� �13�� R-- NAT' Nadi Ito 16, Please refer to Public Works Bulletin #1 for fees and estimate sheet. Wa er District ..Tukwila ❑ ...Water District #125 ❑ .. Highline ❑ ...Water Availability Provided Se r District Tukwila ❑...Valley View ❑ .. Renton ...Sewer Use Certificate ❑ ...Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Imgation " Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporar Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ Call before you Dig: 1 800 - 424 - 5555 WO # WO # WO # Private ❑ Private ❑ H:\ Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ... Deduct Water Meter Size ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this applica 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 OWN ER OR AUTHORIZED NT: Signature: 44/70 Date: /t 0 7 Print Name: I4AY1 E •S• b>■_) Day Telephone: 2D C ' 62-Lf • 2 Mailing Address: 1 4D 'b ��ZR (tjEl� 1„,%N.)/ 5 t.d ' S ElkTruE ct lb co City State Zip Date Application Accepted: U -S -o? H: Applications\Fonns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Date Application Expires: SS Staff Initials: Page 6 of 6 Receipt No.: Initials: User ID: Payee: doc: Receiot - 06 R10 -01161 JEM 1165 BNBUILDERS, INC. TRANSACTION LIST: Type Method Payment Check Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - 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.tulcwila.wa.us Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Applicant: SOUTHCENTER MALL VESTIBULES Descriptio Amount 51657 60.00 Account Code 000.345.830 RECEIPT Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 06/25/2010 09:55 AM Balance: $0.00 Current Pmts 60.00 D09 -236 ISSUED 11/05/2009 02/24/2010 PAYMENT RECEIVED Printed: 06 -25 -2010 Receipt No.: Initials: User ID: Payee: doc: Receiot -06 R10 -01160 JEM 1165 BNBUILDERS, INC. TRANSACTION LIST: Type Method Payment Check Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - 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 Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Applicant: SOUTHCENTER MALL VESTIBULES Descriptio Amount 51658 60.00 Account Code 000.345.830 RECEIPT Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 06/25/2010 09:54 AM Balance: $60.00 Current Pmts 60.00 D09 -236 ISSUED 11/05/2009 02/24/2010 PA'YMENT RCFIVED Printed: 06 - -2010 Receipt No.: R10 -00316 Initials: User ID: Payee: WER 1655 B N BUILDERS • City of Tukwila TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-43]-3665 Web site: http: //witiw. ci.tukwila.wa.us Payment Check 48669 1,386.70 Authorization No. BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 RECEIPT Total: $1,386.70 Parcel No.: 6364200010 Permit Number: D09 -236 Address: 2800 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 11/05/2009 Applicant: SOUTHCENTER MALL VESTIBULES Issue Date: Payment Amount: $1,386.70 Account Code Current Pmts Payment Date: 02/24/2010 10:57 AM Balance: $0.00 1,382.20 4.50 PAYMENT RF(F!VFr doc: Receiot -06 Printed: 02 -24 -2010 Receipt No.: R09 -01747 Payee: S M STEMPER ARCHITECTS ACCOUNT ITEM LIST: Description PLAN CHECK - 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 Parcel No.: 6364200010 Permit Number: D09 -236 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 11/05/2009 Applicant: SOUTHCENTER VESTIBULES Issue Date: Initials: WER Payment Date: 11/05/2009 12:13 PM User ID: 1655 Balance: $1,386.70 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 14930 898.43 Authorization No. RECEIPT Payment Amount: $898.43 Account Code Current Pmts 000.345.830 898.43 Total: $898.43 PAYMENT RECEIVED doc: Receipt -06 Printed: 11 -05 -2009 COMMENTS: ;1 / L(/1 AI - 4a10 /u /. C . At. , / / / L 7 ' 1 ' ' /C /#9 3 /t ,2,),1 /fc/ ¶_C>_,/ Address: o2. 3 11 '7 A I 1 Date Called: p,,r,r7,- -' (474, / Special Instructions: Date Wa7td: /9 77 b / m.. Q- Requester: Phone No: Project: , Type o jn p_e I Address: o2. 3 11 '7 A I 1 Date Called: Special Instructions: Date Wa7td: /9 77 b / m.. Q- Requester: Phone No: 2 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit be. cti PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Date: AY/. a Corrections required prior to approval. \ • .2 PECTION FEE REQUI D. Prior to next inspection, fee must be ' - • ..: 6300 Southcenter Blv Suite 100. Call to schedule reinspectionr • f. • •i Project: Type of Inspection: Address: c: 3405 //q// Date Called: Special Instructions: Date Wanted:_,_ 9 I — ,� �, p.m. Requester: Phone No : / ,r �+ &o 4- 7' - /g /6 Ll 23 6. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r)A 4 / itJfi - /�a0 /Ea%/' c...44z...)A, ;AM / C.r /7/e /trey► !(d X93 4 X11 fl./Oft1 e .�' ri INSPECTION FEE REQl Pr' r to next inspection. fee must be aid at 6300 Southcenter Blvd.. Suit 100. Call to schedule reinspection. 446 COMMENTS: Ty o / j r� L4 ( A c Address: 2..g0 0 SC-- MA-11 pa M A Pl ( J JA t 0� V pc-fl ..3 Je 5 bv Special Instructions: Date Wanted: n � m Requester: 1.N` r wr r cpc cke jr ; c* pPJiT e,e 3 Project: e - tie s`r' (e s S5 � � Ty o / j r� L4 ( A c Address: 2..g0 0 SC-- MA-11 Date Called: Special Instructions: Date Wanted: n � m Requester: Phone No: 2 Z 1 2610— -/ (� 335 Approved per applicable codes. oq-z3f0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspect Date: E1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t Receipt No.: 'Date: COMMENTS: C e, - ) / 2 . - - "soy ca.py7 r 6)1/(7,67/e / f 74600 1;4 / loco /a® I "in#VP red 1 -ti S/- - net /' ..- Plt 4 - 6 14z/lit . r,x J /-. ).- r- �r .;-/,m !'b' J 4,grc.A/e Date Wanted: S- !3 m. !/0 p .m- Requester: A Phone No: 3 0 /, \ Project: ( Ai" I Ve.JT`gv (Q� Type of Inspection: Pre - Con - Pie. - DeM Address: O S c , ^ A- I ( - �/� Date Called: Special Instructions: Date Wanted: S- !3 m. !/0 p .m- Requester: Phone No: 3 0 - . . al - 0335 INSPECTION RECORD Retain a copy with permit 0 0 4 - 23( INSPECTION NO. PERMIT NO. CITY 6F TUKWILA BUILDING DIVISION IP— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. z Date: 3—j2 - iZ7 J $6 .00 EINSPECTION FEE R QUIRED. rior to inspection, fee must be p id - 6300 Southcenter Blvd Suite 1 0. Call to schedule reinspection. Rec No.: Date: Project: /Joici.c, .A9 J MALL Type of Inspection SP c'ith4t... I i -e. g ,o104 L Suite #: �'�� C Contact Person: 0 -il 1 Permits: Special Instructions: Phone No.: X06. 74— () %6 Needs Shift Inspection: Sprinklers: Fire Alarm : Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Doi - /v- S - o6 PERMIT NUBERS I I Corrections required prior to approval. COMMENTS: SP &/ C. - (4) k -ccam,.✓ c J, n id T boto /rc f Inspector: Date: //10/ Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 MEMEL `AMEN WM. /EEL dMIP`13 September 9, 2011 KA No. 066 -10104 Permit No. D09 -236 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter South Vestibule 633 Southcenter Mall Tukwila, WA To Whom It May Concern: 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: 0 Structural Steel Inspection 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. Respectfully submitted, & A OCIA S, INC A William Throne Operations Manager Puyallup CC: BN Builders & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING n ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 az an & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: - 0 PROJECT #: ``D -- 0:4% /Q/(q ���� PROJECT: V .0,6 L +. .t et-e -Ql",5 LOCATION: KRAZAN PROJECT MANAGER: ,ect FIELD REPORT NO: 132471 EIVED JUL 15 2010 COMMUNITY e A c l i gR:3l0 ,,,AiLQe)C JURISDICTION: PERMIT #: 00 a2 INSPECTOR: j di �I1t ,uair rrd WEATHER: TEMP: t - ) e0 -r'b ti 46. ry ai 1 op , c , a-r1Q aJL �t ter(�r� `�oo-&)o 61) /-102, /tL' l4 SS 2' x.41 X CLL.v) e X 31 n �,�., , ±A , a 4-■__ U 6_01).( 1' ()) 4 x (3 -1-f, b c _ 0,1 OP.n A frt . (c +.� L)r 1n Equipment/Asset Number(s): To the best of my knowledge, the above/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Vic' nici : This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This Inf matron is subject to review prior to final submittal. By signing this report. our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on .ite. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 I(razan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 9, 2011 KA No. 066 -10104 Permit No. D09 -236 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter South Vestibule 633 Southcenter Mall Tukwila, WA To Whom It May Concern: 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: • Structural Steel Inspection 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. Respectfully submitted, & AS OCIA S, INC William Throne Operations Manager Puyallup CC: BN Builders SEP 2 6 20111 COMMUNITY DEVELOPMENT With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 INCOMPLETE LTR #� pro BEVSI1'' (FILE COPY Permit No. STRUCTURAL REVISIONS FOR GLASS RAILING CONNECTION DETAIL 2800 SOUTHCENTER TUKWILA, WA 98188 FOR PACIFIC NORTHWEST CONTRACTORS PROJECT NO. 10107 June4,2010 CALCULATIONS BY PAWEL OBERC. ET REVIEWED AND STAMPED BY MICHAEL SZRAMEK, PE, SE ® ► ®, Ammes ® E W A MI O 0 0 MR no ®m _ NB 11111111101110 •_ MC SQUARED, INC. 1235 EAST 4TH AVENUE, SUITE 101 OLYMPLA, WASHINGTON 98506 -4211 (360) 754 -9339 FAX (360) 352 -2044 REVIEWED FOR CODE COMPLIANCE AP RAVED JUN 152010 City of Tukwila BUILDING nivI Inns RECEIVED 4110 23(0 JUN 08 2010 ° PERAIITCEMiER 10107 - WESTFIELD MALL ENTRY VESTIBULE /GLASS RAILING 05/28/10 :PWO STRUCTURAL REVISION FOR GLASS RAILING CONNECTION DETAIL FOR GLASS RAILING 2800 SOUTHCENTER TUKWILA, WA 98188 FOR PACIFIC NORTHWEST CONSTRACTORS PROJECT NO. 10107 MAY 28, 2010 PREPARED BY PAWEL OBERC ENGINEERING TECHNICIAN REVIEWED AND STAMPED BY MICHAEL SZRAMEK, P.E., S.E. DESIGN CRITERIA: LOADS: 2006 IBC /ASCE 7 -05 10107 - WESTFIELD MALL ENTRY VESTIBULE /GLASS RAILING 05/28/10 PWO DESIGN GLASS EALING FOR COMMERCING BUILDING FOR LATERAL LOADS. BASIS OF DESIGN IS DRAWINGS PROVIDED BY CLIENT. NO ANALYSIS AND DESIGN OF BRACING, TEMPORARY OR PERMANENT, REQUESTED OR CONDUCTED. ALL BRACING, TEMPORARY AND PERMANENT, SHALL BE RESPONSIBILITY OF CONTRACTOR. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE LATES EDITION OF THE INTERNATIONAL BUILDING CODE AND ASCE 7 -05 EXCEPT WHERE NOTED. LATERAL: WIND: 2006 IBC, PER ASCE 7 -05, SECTION 6. CATEGORY II, ENCLOSED, 85 MPH EXPOSURE C. SEE ATTACHED WIND CALCULATIONS. BALING LOAD = 200# AT TOP OF RAIL MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754-9339 FAX (360) 352 -2044 N Job Date: By Sheet- Page % of 2 490# ) /C9 i?'. i2 / SC / 3 PER 2c7c7 /$ C : - - r 3y) e2.75`. ( ? ) X // - c _02Y /D - 1 2 x = /‘ - - / 2 /Z 2 3.5 /.. ?? 3/2P > / 4 I /2 MC SQUARED, INC. Job- OLYMPIA, WASHINGTON 98506 (360) 754 -9339 FAX (360) 352 -2044 F y = ‘152:: 9 Date:_ By- Page Sheen 2 ( / ! 7 / ) 2 7 2 170-cr r /0 /0 e-,..w7/i76- . � cvz, 577/7) /z 9/2 25; 2 / r 2 /Q/ ///7 C/f2-c*.' 4a/ T. — 3 dG .T '. (rr)/ V( 4 F(.9/2 o?aG r _ 32.5 ��" 2( >2C. 226 - efs, . BOLT DIAMETER (Inches) MINIMUM EMBEDMENT (Inches) EDGE DISTANCE (Inches) SPACING (Inches) MINIMUM CONCRETE STRENGTH (psi) r' = 2,500 I', = 3,000 ►',= 4,000 Tension Shear Tension Shear Tension Shear 1 /4 2 1 3 200 500 200 500 200 500 3 /B 3 21 /4 4 500 1,100 500 1,100 500 1,100 1/2 4 4 3 5 6 5 950 1,450 1,250 1,600 950 1,500 1,250 1,650 950 1,550 1,250 1,750 s/ " 4 4 3 63/4 7 7 1,500 2,125 2,750 2,950 1,500 1,700 2,750 3,000 1,500 2,400 2,750 3,050 3/4 5 5 4 7 9 9 2,250 2,825 3,250 4,275 2,250 2,950 3,560 4,300 2,250 3,200 3,560 4,400 7 / s 6 5 10 2,550 3,700 2,550 4,050 2,550 4,051) 1 7 C 12 3,050 4 ) 3,250 4,500 3,650 5,300 1' / 8 6 13 3,400 4,750 3,400 4,750 3,400 4,750 1 9 7 15 4,000 5,800 4,000 5,800 4,000 5,80() SECTION 1913 SHOTCRETE 1913.1 General. Shotcrete is mortar or concrete that is pneu- matically projected at high velocity onto a surface. Except as specified in this section, shotcrete shall conform to the require- ments of this chapter for plain or reinforced concrete. 1913.2 Proportions and materials. Shotcrete proportions shall be selected that allow suitable placement procedures using the delivery equipment selected and shall result in fin- ished in -place hardened shotcrete meeting the strength require- ments of this code. 1913.3 Aggregate. Coarse aggregate, if used, shall not exceed 3 /4 inch (19.1 nun). 1913.4 Reinforcement. Reinforcement used in shotcrete con- struction shall comply with the provisions of Sections 1913.4.1 through 1913.4.4. 1913.4.1 Size. The maximum size of reinforcement shall be No. 5 bars unless it is demonstrated by preconstruction tests that adequate encasement of larger bars will be achieved. 1913.4.2 Clearance. When No. 5 or smaller bars are used, there shall be a minimum clearance between parallel rein- forcement bars of 2'/, inches (64 mm). When bars larger than No. 5 are permitted, there shall be a minimum clear- ance between parallel bars equal to six diameters of the bars used. When two curtains of steel are provided, the curtain nearer the nozzle shall have a minimum spacing equal to 12 bar diameters and the remaining curtain shall have a mini- mum spacing of six bar diameters. Exception: Subject to the approval of the building offi- cial, required clearances shall be reduced where it is demonstrated by preconstruction tests that adequate encasement of the bars used in the design will be achieved. 2006 INTERNATIONAL BUILDING CODE TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS For SI: 1 inch = 25.4 mm, 1 pound per square inch = 0.40689 MPa, 1 pound = 4.45 N. CONCRETE 1913.4.3 Splices. Lap splices of reinforcing bars shall uti- lize the noncontact lap splice method with a minimum clear- ance of 2 inches (51 nun) between bars. The use of contact lap splices necessary for support of the reinforcing is per- mitted when approved by the building official, based on sat- isfactory preconstruction tests that show that adequate encasement of the bars will be achieved, and provided that the splice is oriented so that a plane through the center of the spliced bars is perpendicular to the surface of the shotcrete. 1913.4.4 Spirally tied columns. Shotcrete shall not be applied to spirally tied columns. 1913.5 Preconstruction tests. When required by the building official, a test panel shall be shot, cured, cored or sawn, exam- ined and tested prior to commencement of the project. The sample panel shall be representative of the project and simulate job conditions as closely as possible. The panel thickness and reinforcing shall reproduce the thickest and most congested area specified in the structural design. It shall be shot at the same angle, using the same nozzleman and with the same con- crete mix design that will be used on the project. The equip- ment used in preconstruction testing shall be the same equipment used in the work requiring such testing, unless sub- stitute equipment is approved by the building official. 1913.6 Rebound. Any rebound or accumulated loose aggre- gate shall be removed from the surfaces to be covered prior to placing the initial or any succeeding layers of shotcrete. Rebound shall not be used as aggregate. 1913.7 Joints. Except where permitted herein, unfinished work shall not be allowed to stand for more than 30 minutes unless edges are sloped to a thin edge. For structural elements that will be under compression and for construction joints shown on the approved construction documents, square joints are permitted. Before placing additional material adjacent to /9L Utz• i9 / 6 �,!' C Jf ✓C2L i G ex,r4i!a -381 MC SQUARED, INC. Job OLYMPIA, WASHINGTON 98506 (360) 754 -9339 FAX (360) 352 -2044 /4 - /. 7! . c Date: By Sheet: Page 6 of G S�z7 o'2 5 . 3 3 3r/6 / %LL e 7 `�' . 32 3 �; .s MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754 -9339 FAX (360) 352 -2044 / 9X S5t / .. Fo2CE. vz = 7 4 2 2 14;ii, ) .. J Job. Date By Sheet: Page - ( . 3/ 7/ X /.. 224 C 5 3/ 692 Cd1'Cf2t= r '' 6 - /51 69 r T - 7 --- ;2 217 G ( G 4 0.0 ra 210 ra ,a n.. G { I '— . a u°ap ' P7 _ti / 201 °20.aa96 e4vel.aas10 � v G raw G / MI iiiiiihipoi Jd [ ni iiIi ii' ni IIL i e 1 ii, I I I I I ' I I I I i/ ' I� Min — ./ , , �J,. U rn G G O GLASS RAILING SECTION . O 9 GLASS RAILING CONNECTION DETAIL r .r• MaG 92�v0 L�A 10,9 ` �.Ra1V21 O PARTIAL RAILING ELEVATION ^-- Jr 04' 'wed , a/ F/ L ) /4 T ,—, 3'-0" -2 C. EJ9e H PC T. GENERAL CONSTRUCTION NOTES 072 0209® m 72029.0100• WOO 0 De 200012102 ' m.aailu 12190 1.196:1 ra 00 AO 402110 n enuw0 1.001.0100.21.0112300 012.1.0 200004Y0• 100 010 W 19102.00 01 7101 21210 MOLL ALL 000 OD 000712001 MIST 00 000 MT MORA w e c 2 � 0020 020 4602 02700 0200.276 nrmu cunt emu 0►a,.r,..ua21.9Gr.am6 W 0220 O 1.0012.01. m\9i 01 220 20002000002 • • CB • 0000.0.010 0020.2 06.00.1000 n.6.9m2a 100002 0100021 001 C01726 2107. 010000. rt 001.' 0a 010100120 lS ww 6�a° 02000mae ° � 0 1006 1Wm 070020 r0a mn 20C00 0 07 r mMOP0200� • 122 1.020 7 2 0000 20220 a001047 •22010 eCa nnsw.armc 20122.161.72 SIALL/0_12 002 12172000 00711 02220/2020 rom crwroa 0•000C2210 0001:22 MCP /020•201 t 1" i rim — 925 O 4 GLASS RAILING CONNECTION DETAIL r• 0247: . ROLM ' AT 0000 ani 0 001200010 �. �eor_ -02229 2 602c002.21. 01Y00 09.621 ry s i ..8.200 20 0 .82r.e 5 /!/i /,L/ C D) 5 T"4-'(- Ca 00 O. e 002 r.n:cc ro 1 1 � Westli& Sou thcenter 0 EfisBtiv S.M. STEMPER ARCHITECTS Q1. °. 19.02 na 097. *1010 GLASS RAILING DETAILS A6.2 SMSA #102204 ST • PSM Job # 09146 UCTURAL CALCULATIONS & SKETCHES _a.. 1116,1," Westfield Entry Vestibules Tukwila, WA By REVIEWED FOR CODE COMPLIANCE PSM Engineers APPROVED DEC 16 20091 City of Tukwila BUILDING DIVISION RECEIVED NOV 0 5 2009 PERMIT CENTER 09- 23 FILE COPY October 28, 2009 EXPIRES 01/09 PHONE 206-622-4580 FAX 206 - 622 -0422 { PSN J1 CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm - engineers.com JOB:,ic;� DATE: BY: VV"V SUBJECT: - i ,0tNNQ III � ■ R±. ■■■ ■ii < ■ ■■■■■ ■■ ■■■■ ■■ ■ n ■ II ■ ■ ■ ■ ■■ ■ ■ d� ■■ �• I ■ ■■■ ■ S N 11 41 .._ E �: . . _ ' aa■■■ ■■■ ■■ ■■ �a ■ ■■■■ ■ ■ ■�■■■ ■ ■ ■■ ■ ■■ ■■ MINN FPI sI INw ■li P MM ■■■ III : , ■■■ ■■■■ ■ .. _ ..� ■ ■■ ■■ Ve0;6,..de. y,} = t 3 b', Il t -Ao,L m-f i-o Grp - 76" _) w 147 414- 47 4 14- Exfs'hrS -e' vko ut.e MSS ea x4 ( )4L CL W) sur 5 e 4�q ' O:C.. ) 7x34 61-1..0n CE W T 7 st "� PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE. 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ALUMINUM CURTAIN WALL FILLER PANEL TO MATCH 1/2" = A4.2 0 (V WEST ELEVATION - EAST VESTIBULE /// 4 A4.2 /// 0 (V SOUTH ELEVATION - WEST VESTIBULE 1/Z = 1-0" = 1'-0" // ! WE ELEVATION - WEST VESTIBULE (f " 71.34- / / / / / / / / / / NI IMO BREAK AWAY SLIDING GLASS DOORS / 0 RELOCATED SWING DOOR (E) STEEL STRUCTURE (E) GLASS CANOPY 5.5%) (JAM ce4- 51nk iv fit" 111- (E) BRICK VENEER WALL FILLER PANEL TO MATCH (E) ALUMINUM CURTAIN WALL INSULATED GLAZING TYP. ?S CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm - engineers.com - -4 UJ T7x34 A LT_ER - ZETA L...- JOB: West Cia-ka DATE: SUBJECT: VPS'}lMen BY: - Hs s 44 6.c p err AY -r14 -. s ls� fi� .(€.):44 T 7 DE.,37A1 L • Hs58x 7 Con4• -:.P 1,.1 S,lo t _1v {i+ CF-1 . JT 7 734- ;.. 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(r) 00211 40 MAME WAH3PW Br RCIDCARD '—(E) METAL M(S* CONER CURTAN MULL WSIIIME I • (e) um., OHM CA • PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm- engineers.com JOB: 1/sie-51 CaOS DATE: BY: YYYW' SUBJECT: VGsi, bAee, r cr4d �,jonA • C EATER.. _ 110011_, S il?4C rc.4 f`E, PSM We (let a EzuLE fL00 1Z CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm - engineers.com ( ) 5 kN.4. JOB: DATE: BY: SUBJECT: VESf j --5 love. sk-b S Y9e ` t -,.. q iaz.,v by Cktoke a vt n,e j - lo y n` kc.,rs,. 44-A I t4 r em' a ay Ntl'CI R Soost C3 -)4t 4 co L. iape_ 51a42 14, P Art) JI'• tIkkAfN IM1Y1 VEST) au 1,E F 00 e s.0.-. : cow. ra (E) F.--L! AEGIS ENGINEERING 6725 162n Pt SW Lynnwood, WA 98037 www.AegisEngineering.com (425) 745 -4700 phone (206) 801 -5797 fax WESTFIELD SHOPPINGTOWN NEW VESTIBULES AT SOUTHCENTER MALL SMOKE CONTROL SYSTEM INTERFACE AND TESTING PROGRAM November 5, 2009 for: S.M. Stemper Architects 4000 Delridge Way SW #200 Seattle, WA 98106 •')/... 2 3 Fire Protection • Building Code Consult • Design • Engineer SMOKE CONTROL SYSTEM INTERFACE AND TESTING PROGRAM FILE COPY REVIEWE FOR CODE COMPLIANCE EE® APPROVED 16 2009 City of Tukwila BUILDING DIVISION RECEIVED NOV 0 5 2009 PERMIT CENTER WESTFIELD SHOPPINGTOWN NEW VESTIBULES AT SOUTHCENTER MALL Smoke Control System Interface and Testing Program BACKGROUND Page 2 November 5, 2009 Aegis Engineering has been retained by S.M. Stemper Architects to address the addition of new vestibule elements at Westfield Shoppingtown Southcenter Mall (the Mall) with regard to the existing approved building smoke control system. The subject vestibules would be located along the south side on Level 1 of the recent expansion area of the covered mall building. Currently, access into the Mall expansion area at the subject entry locations includes sliding automatic - opening doors. These doors are connected to the building fire alarm system, and commanded to open during a smoke control event as described in CDi Engineers' revised rational analysis dated April 23, 2008, with control sequences provided by CCI dated July 2, 2007, and tested as described in Neudorfer Engineers' Atrium Smoke Control Commissioning Report, dated July 10, 2008. The approach to establishing vestibules at exterior make -up air door openings is intended to maintain the The new vestibules would involve the addition of manually- operated side - hinged swing - type doors. This report seeks to address how these new side - hinged swing -type doors should operate and be tested to maintain the smoke control system functionality approved by CDi Engineers July 11, 2008. SMOKE EXHAUST NARRATIVE The Mall is required to be equipped with a smoke control system based on Section 402.9 of the 2006 International Building Code (IBC), as currently adopted by the State of Washington and City of Tukwila, due to the presence of a 3 -story atrium space within the covered mall building (CMB). The smoke control design for Westfield Shoppingtown at Southcenter Mall utilizes the exhaust method, as presented by CDi Engineers' rational analysis, revised April 23, 2008. RATIONAL ANALYSIS With the addition of exterior vestibules at the Mall, consideration must be given to maintain the level of performance for the CMB smoke control system as established by the existing rational analysis provided with the expansion project. The addition of vestibules on the exterior of the building continues to rely on the approved rational analysis for the building smoke control system, by CDi Engineers. The existing rational analysis by CDi Engineers describes utilizing exterior door openings as a source to supply make -up air to the smoke control system, and WESTFIELD SHOPPINGTOWN NEW VESTIBULES AT SOUTHCENTER MALL Smoke Control System Interface and Testing Program Page 3 November 5, 2009 anticipates over 600 feet -per- minute (fpm) make -up air velocity through the described door openings. The April 23, 2008 rational analysis states, "The velocity of at the location of a potential fire (assumed to be at least 10 feet away from the open doors) will be less than 200 fpm." As this conclusion is anticipated to have been developed by CDi Engineers as a part of their comprehensive smoke control design for the Mall, the validity of this specific statement has not been confirmed by Aegis Engineering. Similarly, Aegis Engineering is not evaluating other assumptions or design criteria applied by CDi Engineers in the design of the Mall smoke control system. The purpose of this analysis is limited to address the installation of vestibules and additional doors at locations utilized by the smoke control system as a source of make -up air. In order to accommodate a similar airflow to that currently provided with the existing system, doors on the interior and exterior of the new vestibules must minimally provide the same free area currently afforded by the existing doors. The addition of vestibules and doors in series with this project should not significantly impact the actual velocity of make up air within the Mall 10 feet from the interior doors. With the addition of entry vestibules the accumulation of combustibles, including displays, carts or kiosks, should not occur in the vestibules or within 10 feet of the vestibule openings in the CMB based on the conditions established with the original rational analysis by CDi Engineers. EXTERIOR OPENINGS The smoke control system at the Mall currently utilizes exterior sliding doors to facilitate providing make -up air for the smoke exhaust system. Table 1 describes the opening locations and nominal dimensions presented in the rational analysis by CDi Engineers: FLOOR LEVEL LOCATION OPEN AREA Level 1 Level 1 Level 1 Level 2 West entry doors Center doors East entry doors East ent 80 square feet 144 square feet 48 square feet 48 s • uare feet TABLE 1: LOCATION AND DIMENSIONS OF EXTERIOR DOOR DESIGN OPENINGS AS DESCRIBED IN CDI ENGINEERS' SMOKE CONTROL RATIONAL ANALYSIS Based on the anticipated airflow through the exterior openings exceeding the maximum 200 fpm make -up air velocity permitted by code as described in the rational analysis, care should be taken to ensure that the actual free area provided at these current make- up air openings is not reduced by the new entry vestibules. WESTFIELD SHOPPINGTOWN NEW VESTIBULES AT SOUTHCENTER MALL Smoke Control System Interface and Testing Program As the design involves moving the existing automatic exterior sliding doors to the exterior face of the new vestibule and installing manual side - hinged swinging doors to separate the vestibule from the CMB, should be equipped with automatic operators capable of control by the fire alarm system in order to maintain the of airflow present with the existing system. SWINGING DOOR OPERATORS The new side - hinged swing -type doors must swing out of the CMB into the vestibule, in the direction of egress travel. This swing would be opposed during smoke control mode by make -up air flowing from the building exterior, through the vestibule into the CMB. EQUIPMENT FUNCTION Page 4 November 5, 2009 During normal operation, these doors may be manually operated, or power- assist opening, either involving individual leafs, or in pairs, as necessary to achieve the desired level of energy efficiency. In any case, all sliding doors and associated swinging doors shall automatically open upon command by the smoke control system. Section 909.10 requires equipment for smoke control service, "Be suitable for its intended use, suitable for the probable exposure temperatures that the rational analysis indicates and as approved by the fire code official." At Westfield Shoppingtown at Southcenter Mall, where these doors would be utilized to supply make -up air, exposure to fire would not be anticipated. Therefore, operation at elevated temperature should not be required for these components providing make -up air to the smoke control system. It must be confirmed during acceptance testing that these doors are capable of opening while the smoke exhaust fans are being started, or the start of the smoke exhaust fans may need to be delayed slightly via fire alarm programming to accommodate the opening of these doors. Operation of the doors is initiated through a fire alarm relay. Currently, one HTRI -R relay appears to be provided for each pair of doors. Additional fire alarm relay devices may be required if the capacity of the existing devices is not sufficient to support the load of the new door actuators. All wiring serving the smoke control system is to be enclosed in continuous raceways, regardless of voltage, in accordance with IBC Section 909.12.1. In order to ensure that the door remains open during smoke control mode through the transition from normal power to emergency power, uninterruptible battery back -up WESTFIELD SHOPPINGTOWN NEW VESTIBULES AT SOUTHCENTER MALL Smoke Control System Interface and Testing Program MONITORING Page 5 November 5, 2009 power supplies should be provided for the door actuators. This should ensure that the doors are held in the open position during the brief transfer period between loss of normal building power and energizing by the emergency generator. Section 909.12 of the IBC requires positive confirmation of actuation. Currently, monitoring of the sliding door positions is not provided. However, as these doors are regularly operated, their reliability is increased due to the anticipated ability of the Mall to readily identify and repair faulty door. However, the mechanical operation of the swinging doors may not be as apparent. Therefore, confirmation of door operation should be provided for each swinging door leaf serving the smoke control system. All of the doors in a single vestibule could be monitored in series as a group, such that fault notification would be reported at the fire alarm control panel if any one of the monitored doors did not open for the subject vestibule in accordance with Section 909.16.1. Monitoring may be by end switches that are closed when positively contacted by an open door leaf. Alternatively, normally open magnet switches could be used, such that the switch is closed when the door is open. As the door is most likely to be fully open or fully closed, a magnet switch indicating that the door is no longer closed should be sufficient to verify the door position with this project. One Seimens HTRI -R module appears to be provided for each pair of sliding doors as a relay to activate the existing sliding doors. These devices are also capable of monitoring the position status of the doors. CONTROLS As described above, existing fire alarm relays will continue to be required with sliding doors and corresponding swing doors with the new vestibules. Manual control at the fire alarm control panel will be added with this project for each of the vestibules. This control will allow the fire department to command the doors open, even in the absence of a smoke control event, and command the doors closed even if the smoke control system is active. The monitoring of the new swing doors as described in the preceding section will be annunciated at the panel. Three spaces appear to be present in the existing fire alarm control panel, adjacent to the smoke pressure fan controls for SPF -1, -2, and -3, to provide for manual control of each vestibule. The presence of off - normal conditions, such as manual control of a smoke control component in the absence of a fire alarm event, should be transmitted to the central station as a trouble signal. WESTFIELD SHOPPINGTOWN NEW VESTIBULES AT SOUTHCENTER MALL Smoke Control System Interface and Testing Program While control to open and close the doors may appear to be provided, such manual control is outside the scope of automatic system operation. If the smoke control system is operating and the doors are commanded closed, some doors may not be capable of opening automatically due to the dynamic forces created by the exhaust fans. However, in such event the fire alarm panel should report a fault with the affected vestibules such that the fire department may send a crew to manually open the subject door(s). TESTING PROGRAM Page 6 November 5, 2009 The following elements are intended to provide for the acceptance testing of the new vestibule door configurations, and do not represent detailed special inspection information for the entire smoke control system at the Mall. This testing is intended to demonstrate proper system functionality with the vestibule doors, not to challenge the integrity of the system or its components. Evaluation of the performance of the vestibule doors will be evaluated via initiation of the smoke control system. This will consist of conducting testing of multiple control sequences as described below to verify appropriate system controls and responses in accordance with IBC Section 909.18.7. SEQUENCE 1 - MANUAL CONTROL This control sequence is intended to demonstrate supervision and override control of door function by the smoke control system from the fire alarm control panel. 1. Verify FACP is in normal mode. 2. Manually close doors to each vestibule via switches at FACP. 3. Verify FACP indicates appropriate fault conditions and position status. 4. Attempt to operate automatic vestibule door actuators to confirm switch function. 5. Manually return all switches to AUTO. 6. Verify FACP is in normal mode. 7. Obstruct 1 leaf in each vestibule to prevent doors from opening. 8. Manually open doors to each vestibule via switches at FACP. 9. Verify FACP indicates appropriate faults and position status. 10. Release obstructed doors. 11. Verify FACP indicates appropriate faults and position status. 12. Manually return all switches to AUTO. 13. Verify FACP is in normal mode. 14. Reset FACP. WESTFIELD SHOPPINGTOWN NEW VESTIBULES AT SOUTHCENTER MALL Smoke Control System Interface and Testing Program SEQUENCE 2 — AUTOMATIC OPERATION CONTROL This control sequence is intended to demonstrate automatic smoke control system operation. 1. Verify FACP is in normal mode. 2. Initiate fire alarm via non -smoke control device. 3. Verify smoke control not active, doors closed, and FACP annunciation. 4. Initiate smoke control via system smoke detector. 5. Verify system response and FACP annunciation. 6. Allow system to run for 20 minutes. 7. Verify FACP indicates appropriate system conditions. 8. Close doors to one vestibule via FACP manual control switch. 9. Verify FACP indicates appropriate system conditions. 10. Return vestibule to Auto setting. 11. Verify FACP indicates appropriate system conditions. 12. Physically assist in opening swinging doors, if necessary. SEQUENCE 3 — EMERGENCY POWER OPERATION Page 7 November 5, 2009 After the smoke control system is properly postured with Sequence 2, the building is transferred to emergency power and the smoke control system is operated for 20 minutes. 13. Verify FACP indicates appropriate system conditions. 14. Disconnect smoke control system from normal building power. 15. Verify automatic transfer to emergency power within 60 seconds per IBC 909.11. 16. Verify smoke control system is active, proper status is indicated on FACP and smoke control components are properly postured, including vestibule doors. 17. Operate smoke control system for 20 minutes per IBC 909.4.6. 18. Reset FACP. 19. Restore normal line power. WESTFIELD SHOPPINGTOWN NEW VESTIBULES AT SOUTHCENTER MALL Smoke Control System Interface and Testing Program This narrative is intended to address the incorporation of smoke control design information prepared by CDi Engineers, Neudorfer Engineers, and CCI as provided with the Atrium Smoke Control Commissioning folder for Westfield Shoppingtown at Southcenter Mall in Tukwila pertaining to the new vestibules and doors. This report outlines functional performance criteria and testing procedures for evaluation of these vestibules and doors as a component of the smoke control system as required by Section 909 of the 2006 International Building Code (IBC), as adopted and amended by the State of Washington. This report should be submitted to the City of Tukwila to document the vestibule design in accordance with IBC Section 909.2 and the testing program per Section 909.3. Feel free to contact me at (425) 745 -4700 or via e-mail at BrianT @AegisEngineering.com for clarification on any of the information presented in this report. CONCLUSION Page 8 November 5, 2009 09 -01 -2011 WAYNE JOHNSON 4000 DELRIDGE WAY SW #200 SEATTLE WA 98106 RE: Permit No. D09 - 236 2800 SOUTHCENTER MALL TUKW Dear Permit Holder: Based on the above, you are hereby advised to: Thank you for your cooperation in this matter. Sincerely, -or- Bill Rambo Permit Technician File: Permit File No. D09 -236 City of Tukwila Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 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 10/05/2011. 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. 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 10/05/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 WAYNE JOHNSON 4000 DELRIDGE WAY SW #200 SEATTLE WA 98106 Dear Permit Holder: -or- Sincerely, c Bill Rambo Permit Technician File: Permit File No. D09 -236 City of Tukwila Department of Community Development RE: Permit No. D09 -236 2800 SOUTHCENTER MALL TUKW Based on the above, you are hereby advised to: 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. Jim Haggerton, Mayor Jack Pace, Director 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 05/12/2011. 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. 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. In the event you do not call for an inspection and /or receive an extension prior to 05/12/2011, 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 October 27, 2010 Wayne E Johnson, AIA S.M. Stemper Architects 4000 Delridge Way SW, Ste 200 Seattle, WA 98106 RE: Request for Extension Development Permit No D09 -236 Westfield Vestibules — 2800 Southcenter Mall Dear Mr. Johnson, This letter is in response to your written request for an extension to Permit Number D09 -236. The Acting 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 180 days from the date of expiration, through May 12, 2011, as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fer Marshall it Technician File: Permit No. D09 -236 ity f ru Jim Haggerton, Mayor Department of Co ;'munity ii'e /elopment Jack Pace, Director W:\Penmt Center\Extension Letters\Permrts\2009\D09 -236 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206.431 -3665 October 20, 2010 City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Westfield Vestibules Revision — Extension Request Project No. D09 -236 Attention: Bill Rambo We received your letter dated October 1, 2010, 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 to the permit per item #2 within your letter. The project is currently under construction, however due to the owner revisions and material lead times, the schedule needs to be extended to complete the scope of work. It is our understanding that you will allow one extension up to 180 days therefore, we request that full extension is applied to the permit so that the contractor has sufficient time to complete the project and/or call for the necessary inspections. If you should have any further questions please feel free to call. Sincerely, ayne E. Johnson, AIA S.M. Stemper Architects Cc: Pat Burns, Westfield Mark Hilliard, BNBuilders Encl.: City of Tukwila letter — dated 10 -1 -10 S.M. STEMPER ® ARCHITECTS A Professional Limited Liability Company r B �I' OCT 2 2 2010 COMM reS /D W41/ 66eN\ DELRIDGE WAY SW • SUITE 200 • SEATTLE, WA 98106 . 206/624 -2777 . FAX 206/624 -2973 10 -01 -2010 WAYNE JOHNSON 4000 DELRIDGE WAY SW #200 SEATTLE WA 98106 RE: Permit No. D09 -236 2800 SOUTHCENTER MALL TUKW Dear Permit Holder: Based on the above, you are hereby advised to: -or- 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. Bill Rambo Permit Technician File: Permit File No. D09 -236 City of Tu =:y u lla Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director 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 11/13/2010. 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. 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. In the event you do not call for an inspection and /or receive an extension prior to 11/13/2010, 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, -i - -- & < 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 June 7, 2010 City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Letter of Incomplete Application #1 to Revision #1 - Project No. D09 -236 Attention: Plan Reviewer Attached you will find the response to your Letter of Incomplete Application #1 to Revision #1 (after permit has been issued) for the above referenced project. We have provided the appropriate responses for the information requested in your letter dated April 20 which we received on April 26 Building Department: Item #1 Please provide an engineered analysis with details and specifications to verify existing guardrail supporting construction shall be sufficient to withstand the potential increase of wind loads impacting the guard rail support system. Specifications shall also address the method of supporting the glass on all edges per building code requirements (IBS chapter 24) Response: The existing railing is supporting by 3/8" x 12" x 7" base plates with two 3 ' /2" embed anchors at each post, therefore to support the addition wind load of the glass panels we are adding a thru bolt attachment thru the existing concrete curb at each post per engineer analysis that is attached. This modification is shown on details 2 and 3 on sheet A6.2 which have been clouded and identified as revision #2. Engineer analysis is provided herein. Planning Department: Item #1 Provide a sample of the glass material to be used. Response: Glass is provided as requested. We have provided the required four copies of the revised drawings for your review. The sheets included as part of the revision are A6.0, A6.1, and A6.2. All changes to drawings are clouded. If you should have any further questions please feel free to call. INCOMP ETE LTR# Sincerely, Wayne E. Johnson, AIA S.M. Stemper Architects Cc: Pat Burns, Westfield Encl.: Sheets 6.2 (4 copies) Revision Submittal Form S.M. ST'EMPER ■ ARCHITECTS A Professional Limited Liability Company 40 EVISION NIL _ L Doi - z3 4000 DELRIDGE WAY SW . SUITE 200 . SEATTLE, WA 98106 . 206/624 -2777. FAX 206/624 - 2973 RECEIVE JUN 08 2010 PERMIT CENTER April 20, 2010 Wayne Johnson S M Stemper Architects 4000 Delridge Way SW Suite 200 Seattle, WA 98106 • C of Tukwila Department of Community Development RE: Letter of Incomplete Application # 1 to Revision #1 Development Permit Application D09 -236 Southcenter Mall Vestibules — 2800 Southcenter Mall Dear Mr. Johnson, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 16, 2010 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Planning Department: Stacy MacGregor at 206 433 -7166 if you have any questions concerning the following comment. 1) Provide a sample of the glass material to be used. Please address the comment above 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. 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 the Permit Center at (206) 431 -3670. Sincerely, Enclosures File: D09 -236 Bill Rambo Permit Technician W:\Permit Center \Incomplete Letters \2009\DO9 -236 Incomplete Ltr # 1.DOC Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Determination of Completeness Memo Date: April 20, 2010 Project Name: Southcenter Mall Vestibules Permit #: D09 -236 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide an engineered analysis with details and specifications to verify the existing guardrail supporting construction shall be sufficient to withstand the potential increase of wind loads impacting the guard rail support system. Specifications shall also address the method of supporting the glass on all edges per building code requirements. (IBC Chapter 24) Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. April 16, 2010 S.M. STEMPER ARCHITECTS A Professional Limited Liability Company City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Westfield Vestibules Owner Revision #1 - Project No. D09 -236 Attention: Plan Reviewer Attached you will find the Revision #1 (after permit has been issued) for the above referenced project. The revision consists of owner requested addition to the existing steel guardrails at the two 2n level balconies on the south elevation of the mall. The scope of work shall include additional glass panels to be attached to the existing steel guardrails. Each panel is approximately 3' -0" wide by 5' -4" in height providing a final elevation of 6' -0" above 2n level finish floor. We have provided the required four copies of the revised drawings for your review. The sheets included as part of the revision are A6.0, A6.1, and A6.2. All changes to drawings are clouded. If you should have any further questions please feel free to call. Sincerely, Wayne E. Johnson, MA S.M. Stemper Architects Cc: Pat Burns, Westfield Encl.: Sheets 6.0, 6.1, & 6.2(4 copies) Revision Submittal Form REVISION N 4LL Doi -13b 4000 DELRIDGE WAY SW . SUITE 200 . SEATTLE, WA 98106 • 206/624 -2777 • FAX 206/624 -2973 RECEIVED APR 16 2010 PERMIT CENTER December 8, 2009 • S.M. STEMPER M ARCHITECTS A Professional Limited Liability Company City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Westfield Vestibules Revision #1 - November 30, 2009 Project No. D09 -236 Attention: Al Metzler, Fire Project Coordinator Listed below are the written responses to the `Fire Prevention Bureau Review Memo' dated November 23, 2009 which we received on November 30, 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 — Provide notes on the plans that address the smoke control operations and functions of the vestibule doors including the operations of the doors in concert with the existing mall exit doors and fire alarm control. Response: We have provided the requested notes on sheet T1.0 clarifying the smoke control operations and functions of the doors in regards to the existing mall exit doors and fire alarm control. If you should have any further questions please feel free to call. Sincerely, Wayne E. Johnson, AIA S.M. Stemper Architects Cc: Pat Burns, Westfield Encl.: Sheet T1.0 (4 copies) Revision Submittal Form CORRECTION 4000 DELRIDGE WAY SW . SUITE 200 . SEATTLE, WA 98106 . 206/624 -2777 . FAX 206/624 -2973 RECEIVEr DEC 0 2009 PERMIT CEN I I. November 30, 2009 Wayne Johnson 4000 Delridge Way SW #200 Seattle, WA 98106 Bill Rambo Permit Technician encl File No. D09 -236 wer • City of Tukwila Jim Haggerton, Mayor Department of Community Development RE: CORRECTION LETTER #1 Development Permit Application Number D09 -236 Southcenter Mall Vestibules — 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 Fire Department. At this time the Building, Planning, and Public Works Departments have no comments. Fire Department: Al Metzler at 206 -575 -4407 if you have questions regarding the attached memo. Jack Pace, Director Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete 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, 1);,V W:\Permit Center \Correction Letters \2009009-26 Correction Letter #I.DOC 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r ft • • Fire Prevention Bureau Review Memo Date: November 24, 2009 Project Name: Southcenter Mall Vestibules Address: 2800 Southcenter Mall Permit #: D09 -236 Plan Reviewer: Al Metzler, Fire Project Coordinator Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. Provide notes on the plans that address the smoke control operations and functions of the vestibule doors including the operations of the doors in concert with the existing mall exit doors and fire alarm control. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206 -• 575 -4407. No further comments at this time. ACTIVITY NUMBER: D09 -236 DATE: 06 -08 -10 PROJECT NAME: SOUTHCENTER MALL VESTIBULES SITE ADDRESS: 2800 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # I After Permit Issued DEPARTMENTS; ision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: • ii PE ;k ;r Z,. rx `.CJ .` } X17''. PY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Planning Division Permit Coordinator DUE DATE: 06-10-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Documents /routing slip.doc 2 -28 -02 n Structural Review Required APPROVALS OR CORRECTIONS: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -08 -10 Approved Approved with Conditions �}(� Not Approved (attach comments) Notation: t REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: (2 - V-t-HO n'll rI ACTIVITY NUMBER: D09 -236 DATE: 05 -13 -10 PROJECT NAME: SOUTHCENTER MALL VESTIBULES SITE ADDRESS: 2800 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ X Revision # 2 After Permit Issued DEPARTME S•I - �'�din"g Divis7on" , ��, �{ �� L 111 P�itilic V�o1Fks Complete Documents /routing slip.doc 2 -28 -02 PLAN? 45\ W" Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n II G SLIP ke t totlhD fanning Division Permit Coordinator 1j DUE DATE: 05 -18-10 Not Applicable ❑ Comments: Permit Center Use Only . . • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-15-10 Approved Approved with Conditions C Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only • ' CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPAR MENTS: y 0 uilding Division IT 1 1 doe Complete Comments: Please Route Approved Notation: Documents /routing slip.doc 2 -28 -02 * PE y 9i iill PLAN REVIEW /ROUTING SLIP 0 TUES/THURS ROUTING: APPROVALS OR CORRECTIONS: ACTIVITY NUMBER: D09 -236 DATE: 04 -16 -10 PROJECT NAME: SOUTHCENTER MALL VESTIBULES SITE ADDRESS: 2800 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ X Revision # I After Permit Issued IA PM- ire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division Permit Coordinator DUE DATE: 04-20 -10 Not Applicable Permit Center Use Only /� 1-4— INCOMPLETE LETTER MAILED: -- CO LETTER OF COMPLETENESS MAIL Departments determined incomplete: Bldg gr Fire ❑ PIng -PW ❑ Staff Initials: Structural Review Required _ No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 05-18-10 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: u DEPARTMENTS: Building Division Public Works Complete Approved Documents /routing slip.doc 2 -28 -02 • • PE PLAN REVIEW /ROUTING SLIP X Response to Correction Letter # 1 APPROVALS OR CORRECTIONS: Structural ACTIVITY NUMBER: D09 -236 DATE: 12 -08 -09 PROJECT NAME: SOUTHCENTER MALL VESTIBULES SITE ADDRESS: 2800 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Revision # After Permit Issued A ��� Ire Prevention IN Planning Division n ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -10 -09 ›-k Incomplete n Not Applicable Comments: Permit Center Use Only • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 15C,L Structural Review Required C No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 01 -07 -10 Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n 4 DEPART T M � EEN , TS: din?io rks Complete Comments: * PE T COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -236 DATE: 11 -05 -09 PROJECT NAME: SOUTHCENTER MALL VESTIBULES SITE ADDRESS: 2800 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued e,. 11-Q 'Fire Prevention umi Planning Division Structural Incomplete n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-1 0-09 Not Applicable n Permit; Center U se' : On ly INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Approved with Conditions ❑ No further Review Required DATE: Not Approved (attach comments) DATE: DUE DATE: 12 -08 -09 Permit Center Use Only CORRECTION LETTER MAILED: I 1 - 3o - 09 Departments issued corrections: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I LI 6-(0 ` V(N� al *1 w 14 Summ of Revision: 1 4. .. . . ,,, , cp e,\1/Tn∎hs ..P /W, 5 c.o(, a-X . tI) P Received by: MAi a 1-4 1 tt AP-ED Received by: m -1- b. 1-11 Ly.AQ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 2 E-13-(0 U In 2 14 Summary of Revision: IQ �,p,.(.$ re c�ebs eci cnrIc 6 (A O w 1 Yvvv a v- e,\1/Tn∎hs ..P /W, 5 c.o(, a-X . tI) P Received by: MAi a 1-4 1 tt AP-ED REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received b : REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: . PROJECT NAME: So,Arste VW/ Ue4 UoJ PERMIT NO: 1)04 -.-3 lP SITE ADDRESS: D-ko0 Sa,. r ewk,-- iM(m. ORIGINAL ISSUE DATE: )i4- -, d REVISION LOG (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Southcenter Mall Vestibules Project Address: 2800 Southcenter Mall Contact Person: 1A-k+'L1 ' Phone Number: Summary of Revision: ) ��'R� AMPVO 1 S - C Al C 1,f (�'l1Z> is k,i t LL --sk-m t` A Sheet Number(s): C- - 2 -- "Cloud" or highlight all areas of revision including date of re is Received at the City of Tukwila Permit Center by: Ente red in Permits Plus on \ applications \forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: • 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 Plan Check/Permit Number: D09-236 Steven M. Mullet, Mayor Steve Lancaster, Director OMrFTUKW A IJUN.0et 2010 Date: C4 V/ MC 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 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 2. after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Sheet Number(s): A I. 1 r A2.1 A3 . "Cloud" or highlight all areas of revision including date of revi Received at the City of Tukwila Permit Center by: tered in Permits Plus on '_( C 0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • Plan Check/Permit Number: I) ,99 - 230 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: SoU i{ &- f E \Ai-1 - YeS-r/ Project Address: 2_-Soo 5p (�_ Contact Person: 1.4.1A24-11:7 Jo Phone Number: ZD6 • t2-q• 277 Summary of Revision: I4t A e) 144A-LIc_ l b�G MA's - fl4i f - -lam Gall C-1 �.TLs `Slit& u1L S Ic- St-i -lk Al,-f 1G T' Chu 1 E OF nr(Wr1A MAY 13 201IT A,+►" CIMITER • 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: ApKJL . /tm 20 /0 Plan Check/Permit Number: PO ? — 2.Z Go ▪ Response to Incomplete Letter # ❑ Response to Correction Letter # p Revision # 1 after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: E7 t t-r H c_Ey tTE-R VEST 116 u LE S Project Address: 2$ cr3c7. So Gr -# C..Er.41152-. MA LA_ Contact Person: WAY WE _So Ik,4S0 Phone Number: 22>C,, • 42_4-4 • 277 Summary of Revision: U ps L/ EL .r At C-�u {,A 1L• Sheet Number(s): 6. O 6 • / "Cloud" or highlight all areas of revision includin Received at the City of Tukwila Permit Center by: Entered in Permits Plus on L i-t W ( H:\Applications\Forms- Applications On Line \2009 -08 Revision Submittal.doc Created 8 -13 -2004 Revised: 8 -2009 re . si 's SUBMITTAL Atbrn b l� TA- 7.4G1-. G1_. S /9"" -rw SE L iJ 1 '6AL.-u> 1.11 S . itiOEIVISO CITY OF TtikWaA APR 16 2010 PERMIT CENTER REVISION. SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / f /6/ 0 7 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Southcenter Mall Vestibules Project Address: 2800 Southcenter Mall Contact Person: k4AYIJe 44o.4 Summary of Revision: i4cD � rI r s `ra 51teE-r -- ,r'I .d w+> re T stetQ ICG eiTb E\Z. = l b ,-1 4 VCST1R boo?, Fu 4 CST? c,4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: N ---Entered in Permits Plus on \ applications \forms - applications on linc\revision submittal Created: 8 -13 -2004 Revised: • 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 Plan Check/Permit Number: D09-236 4a-c) Phone Number: 2-06 • 62.1. 277 Steven M. Mullet, Mayor Steve Lancaster, Director CITY OF TUKWILA 1 DEC 0 82009 E License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTESL913K1 Western States Logistix Llc Construction Contractor General Unused 5/8/2009 5/8/2011 Active PURODSI984JN Purodi Systems Inc Construction Contractor Plumbing Unused 6/19/2002 7/2/2010 Active BASTINB0000J Bastian Nielsen Builders Inc Construction Contractor General Unused 9/11/2000 9/7/2001 Archived Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 SAFECO INS CO OF AMERICA 6642084 06/02/2009 Until Cancelled $12,000.00 06/05/2009 4 HARTFORD FIRE INS CO 52BSBBK5617 01/01/2002 Until Cancelled 06/02/2009 $12,000.0012/04 /2001 3 TRAVELERS CAS Et SURETY CO 103355900 08/30/2001 Until Cancelled 04/07/2009 $12,000.00 09/06/2001 Name Role Effective Date Expiration Date Bastian, Brad President 05/23/2001 Nielsen, Jeff Vice President 05/23/2001 Contractors or Tradespeople Peer Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name B N Builders Inc UBI No. 602056687 Phone 2063823443 Status Active Address 2601 4Th Ave Ste 350 License No. BNBUII *990K3 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 5/23/2001 State Wa Expiration Date 9/12/2011 Zip 98121 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Business Owner Information Bond Information Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company 1 Policy Number Effective lExpirationlCancellImpairedl Amount I Received https://fortress.wa.gov/lni/bbip/Printaspx 02/24/2010 4 -1 3/4 1 ' - ME1 -15 EXISTING MALL ENTR VESTIBULE MALL ENTRY 1 ' - ALUMINUM STOREFRONT FRAME AND INSULATED GLAZING; SWING DOOR WITH SIM. ADA OPERATOR 4 -5" (E) BRICK VENEER WALLASSEMBLY ALUMINUM CURTAIN WALL AND INSULATED GLAZING FULLY WELD CORNER AND GRIND SMOOTH FOR PAINT BOTTOM OF STEEL 11' -3" HEAD HEIGHT 8' -0" (E) BRICK VENEER BEYOND (E) STONE BAND BEYOND - CONTRACTOR SHALL CUT BACK STONE FOR JAMB ATTACHMENT - TYP. (E) STONE BAND BEYOND - CONTRACTOR SHALL CUT BACK STONE FOR JAMB ATTACHMENT - TYP. FINISH FLOOR 0' -0 +2' -6 (E) SWI NG POOR OCA REL TED TO SOUTH OF VESTIBULE II PARTIAL FLOOR PLAN - WEST VESTBULE 1/2" = 1' -0" / / / / / / / / / / / / / / / / / // (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION (E) SWING DOOR RELOCATED TO SOUTH OF VESTIBULE RE: KEY NOTE I WEST ELEVATION - WEST VESTIBULE " / / / / / / / / / (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION RE: KEY NOTE 2 +18' -8" NOTES: 1. ALUMINUM STOREFRONT SHALL BE KAWNEER TRI -FAB 451, FRONT GLAZED WITH 1" INSULATED GLAZING. 2. ALUMINUM CURTAIN WALL SHALL BE KAIINEER 1600 (2 I/2" X 1 I/2 "), FRONT GLAZED WITH I" INSULATED GLAZING. 3. ENTRANCES SHALL MATCH EXISTING ENTRANCES IN STYLE, SHAPE, SIZE, COLOR, HARDWARE (UN.0) WITH WIDE STYLE FRAME INCLUDING 10" BOTTOM RAIL. KAUNEER 500 STANDARD ENTRANCE. GLAZING WITHIN DOORS SHALL BE I / 4" TEMPERED GLAZING. 4. ALL ALUMINUM AND FF. GALVANIZED SHEET METAL FINISH SHALL BE 'SANDSTONE' TO MATCH EXISTING FINISHES. 5. GLAZING SHALL BE SOLARBAN 10, VISIBLE LIGHT TRANSMISSION 63%, U -VALUE WINTER - 029, U -VALUE SUMMER - 021, SHGC: 021 AND SHADING COEFFICIENT OF 03I. \ / / / 1 / I / / I / / / (E) CANOPY ABOVE +2' -6 11 — (E) SWING RELOCATED TO SOUTH ELEVATION / RELOCATED SWING DOOR (E) SWING RELOCATED TO SOUTH ELEVATION RE: KEY NOTE 1 ALUMINUM CURTAIN WALL FRAME AND INSULATED GLAZING (E) BRICK VENEER WALL (E) STEEL CANOPY STRUCTURE OUTRIGGER (E)GLASS CANOPY 48 TUBE STEEL PAINTED- SANDSTONE RE: STRUCTURAL INSULATED GLAZING TYP. (E) BRICK VENEER WALL ASSEMBLY METAL INFILL PANEL ALUMINUM CURTAIN WALL INSULATED GLAZING ftP. PANIC BAR - TYPICAL AT EACH DOOR MOINT CENTERLINE 40" AFF 4" WITH VA 4 ° L 3 _ 0- 41.• RADI VEL BASE ARDER FL • • - . EATING AT LAB. RE: ME NICAL °° •° % ������������� \\� \\� \\ \ / \\ \/ \ AA \ /\ / \ \ /\ \ /\ i \ \ i i \ \ A \\ \ \ /\ /,\/ /.\ / /, : /i: /i: i / •1. • A REC ' • LK OFF MAT AND : MACH • 1• CODE COMPLIANCE APPROVED JUN 01 2010 �'il k{NIla BUILDING DIVI,SIf1N r dJOMAWAYINaN. MWMAWONNAWAYMOMMINAWAW 4 011.•IIMM., Q OWNER REVISION •2 DELETED RECESSED WALK OFF MAT, PAIN, CONCRETE SLAB SINCE ALTERNATE WAS NOT SELECTED. SLAB IS NOT REQUIRED FOR STRUCTURAL SUPPORT AND EXISTING SLAB IN ALREADY IN PLACE. TI-11 EDGE SLAB (E) GLASS CANOPY (E) STEEL STRUCTURE GWB FINISH TO MATCH (E) (E) TUBE STEEL INSULATED GLAZING (TYP.) METL INFILL PANEL ALUMINUM / GLASS DOOR REINFORCED CONCRETE SLAB RE: STRUCTURAL PLANNING APPROVED No changes can be madato these plans without approval from the Planning Division of DC D Approved By:, J (W m/ \-avv Date: SEPARATE PERMIT REQUIRED FOR �echanicai ectdlcal Iumbing Al Gas Piping City of Tukwila BUILDING DIVISION 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. INSULATED GLAZING TYPICAL METAL INFILL PANEL TYPICAL ALUMINUM CURTAIN WALL FRAMING TYPICAL INSULATED GLAZING TYPICAL ALUMINUM CURTAIN WALL SILL TYPICAL SECTION - WEST VESTIBULE 1/2" = 1' -0" // //, 48 TUBE STEP' ' RE: STRUCTURAL PAINT SANDSTONE M (V SOUTH ELEVATION - WEST VESTIBULE 1/2" = 1' -0" SECOND LEVEL (•46.85') FIL CO Y Permit No. D ©� - 2- 51 4 9 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 Reid opy and • t ' o s is acknowledged: By BOTTOM OF STEEL 1I' -3" ALUMINUM CURTAIN WALL W/ INSULATED GLAZING (E) SLIDING DOOR HEAD ASSEMBLY AND ELECTRICAL AND FIRE ALARM COMPONENTS RELOCATED TO SOUTH ELEVATION (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION (E) STEEL CANOPY OUTRIGGER (E) GLASS CANOPY - CONTRACTOR SHALL REMOVE AND REINSTALL GLAZING AS REQURED FOR NEW CONSTUCTION. BOTTOM OF STEEL 1I' -3" (E) GLASS CANOPY ALUMINUM FRAME - CONTRACTOR SAHLL REMOVE AND REINSTALL FRAME AS REQUIRED FOR NEW CONSTRICTION HEAD HEIGHT 8 -0" FINISH FLOOR 0 -0 " U. 2 5 , I O City Of 11bkwila BUILDING DIVISION HEAD HEIGHT 8 0 FINISH FLOOR 0 - 0 " REVISlON. ,. : X09- 23(9 RECEIVED MAY 13 2010 PERMIT CENTER Wesdeki Sou th center 633 Southosnt.r Parkway Warta, WA, 98188 -2668 206 - 246 -0423 WESTFIELD DESIGN & CONSTRUCTI ON 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAVANG IS AN INSTRUMENT Of SERVICE. IS THE PROPERTY Of THE ARCHITECT AND MAY NOT BE REPRODUCED VVTHCUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. AU. DESIGN AND OTHER INFORYADON SHOWN ON THE DRANNG ARE FOR USE ON THE SPECIFIED PROJECT 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 ISSUE DATE: L1.1 z w U O Z rn cn w Q J = Q O co W L1.. I-- CI) W PROJECT MANAGER WEJ ISSUE A05-13-10 PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ FLOOR PLAN SECTION ELEVATIONS A1.0 SMSA #0921 •■ • • 6'-8" 12' -8" ME2 -1G 38I -8" 12' -8" (E) METAL CLAD CO -UMN COVER (E) 10 1/2" CURTAIN WALL AND GLAZING (E) ALUMINUM ENTRY DOOR TO REMAIN 6" CURTAIN WALL AND GLAZING 1/4" = 1' -0" -I 1/2" CURTAIN WAL AND GLAZING to PARTIAL FLOOR PLAN - CENTER VESTIBULE 1/4" = 1' -0" (E) SLIDING D OOR RELOCATED TO SOUTH SOUTH ELEVATION - CENTER VESTIBL °N 6" CURTAIN AND GLAZING ILL THROUGHOUT CONSTRUCTION RELOCATED TO SOUTH ELEVATION EXISTING 6" CURTAIN AND MALL ENTRY GLAZING .1 1 0021 RELOCATED TO SOUTH ELEVATION 6" CURTAIN AND GLAZING .44 6" DEEP CURTAIN WALL ADA ACCESS DOOR — REVIEWED FOR CODE COMPLIANCE ApPRAUED JUN 0 1 21110 (E) DOOR AND FRAME (E) METAL CLAD COLUMN COVER (E) GLASS CANOPY ABOVE (E)10)5" CURTAIN AND GLAZING (E) ALUMINUM ENTRY DOORS TO REMAIN NOTES: I. ALUMINUM CURTAIN AT NORTH WALL LOCATED AT PREVIOUS OPENINGS OF SLIDING DOORS SHALL EE KAU.NEER 1600 (2 1/2" X 69, FRONT GLAZED WITH I" INSULATED GLAZING TO MATCH ADJACENT FRAME INFILL DEPTH. 2. SOUTH VESTIBULE ALUMINUM CURTAIN WALL SHALL BE KAWNEER 1600 (2 1/2" X 10 1/2 "), FRONT GLAZED WITH I" INSULATED GLAZING. 3. EAST AND WEST VESTIBULE ALUMINUM CURTAIN WALL SHALL BE KAWNEER 1600 (2 1/2" X 6 "), FRONT GLAZED WITH I" INSULATED GLAZING. 4. ENTRANCES SHALL MATCH EXISTING ENTRANCES IN STYLE, SHAPE, SIZE, COLOR, HARDWARE (UNA.) WITH WIDE STYLE FRAME INCLUDING 10" BOTTOM RAIL. KAUNEER 500 STANDARD ENTRANCE. GLAZING WITHIN DOORS SHALL BE 1 / 4" TEMPERED GLAZING. 5. ALL ALUMINUM AND FP. GALVANIZED SHEET METAL FINISH SHALL BE 'SANDSTONE' TO MATCH EXISTING FINISHES. , 6. GLAZING SHALL BE SOLARBAN 10, VISIBLE LIGHT TRANSMISSION 63%, U -VALUE WINTER - 029, U -VALUE SUMMER - 021, SHGC: 021 AND SHADING COEFFICIENT OF 031. �'�"''' �"'� MAY 13 2010 PERMIT CENTER Westfleff Sou th center 633 Southant.r Parkway Takwla, WA., 96166 -21166 206 - 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 ARCHITECTS PERMISSION AND UNLESS THE REPRODUC110N CARRIES THE ARCHITECTS NAME. ALL OE9GN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY ANO 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 98108 (206) 624 -2777 • FAX (206) 624 -2973 IF w a� HIN 20 SCO STATE 0 REGISTERED T ISSUE A05 -13 -10 ISSUE DATE: PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ w F- z w U LU O Z oo cn w Q J = J O W � L.L H W PERMIT SET OCT. 30, 2009 FLOOR PLAN ELEVATIONS A2.0 S M SA #0921 © , I City of Tukwila BUILDING DIVISifN FF GALV. SHEET METAL FLASHING - COLOR TO BE SANDSTONE (E) METAL CLAD OUTRIGGERS TYPICAL OF 4 9 STEEL WE INFILL /( COPE AROUND EXISTING ST FLANGES - TYPICAL RE: STRUCTURAL A4.I 42.1 (E) GLASS CANOPY (E) STEEL OUTRIGGERS i - I — (E) METAL CLAD CANOPY CUTAIN �; ' ALUMINUM CURTAIN / ITYP. �� /// ALUMINUM GLAZING ITYP. //// / / I I A CUTAIN WALL W/ INSULATED GLAZING (TYP.) GL /// ii (E) ( )RELOCATED SLIDING DOOR HEAD A4.I (E) (E) CURTAIN WALL RELOCATED SLIDING DOOR /� � HEAD / I /'/ 1 / ' RELOCAT SLIDING DOOR HEAD // / / ` (E) ENTRY DOOR _ /\ / \ / / \ \ / / \ \ /\ / \ /\ 1 / \ A cA VISION - NO.- 2 11P / / \ / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ /i/ / / \ / / / // / / / / / \ \\ / ' / \ \ \ \ \ \\ \ /, \ /// \ / \ \ \ \ / 2 / / / / \ / / / // / / / / / \ \\ \ \ \ ` \ \ \ \\ \ \ \ \ \ ; i �/ / / / \ \ / I I I /// 1 i I / / / \ / / / // / / / / / \ / / \\ \ /// \ \ ' \ \ \ \\ \ / \ \ \ \ / // / / / \ \ / / / \ / / / // / / / / / / \ \ \ \ \\ \ \ \ \ \ \ \ / \ \\ / / �� / // / / / I \ \\ / A4.I A4.1 \ \ \ A4.1 / / / / A4.I / // ,; \ \ \ // / / / \ \ \/ / , \ , \ / \/ \ \ \/ / , \ \ / \/ \ \/ / / Il 11 (E) PANIC BAR - TYPICAL AT EACH DOOR MOUNT CENTERLINE 40 " AFF IN AO 7 2 (.9 RECEIVED -` - - - - - - - - - - - - - •■ • • 6'-8" 12' -8" ME2 -1G 38I -8" 12' -8" (E) METAL CLAD CO -UMN COVER (E) 10 1/2" CURTAIN WALL AND GLAZING (E) ALUMINUM ENTRY DOOR TO REMAIN 6" CURTAIN WALL AND GLAZING 1/4" = 1' -0" -I 1/2" CURTAIN WAL AND GLAZING to PARTIAL FLOOR PLAN - CENTER VESTIBULE 1/4" = 1' -0" (E) SLIDING D OOR RELOCATED TO SOUTH SOUTH ELEVATION - CENTER VESTIBL °N 6" CURTAIN AND GLAZING ILL THROUGHOUT CONSTRUCTION RELOCATED TO SOUTH ELEVATION EXISTING 6" CURTAIN AND MALL ENTRY GLAZING .1 1 0021 RELOCATED TO SOUTH ELEVATION 6" CURTAIN AND GLAZING .44 6" DEEP CURTAIN WALL ADA ACCESS DOOR — REVIEWED FOR CODE COMPLIANCE ApPRAUED JUN 0 1 21110 (E) DOOR AND FRAME (E) METAL CLAD COLUMN COVER (E) GLASS CANOPY ABOVE (E)10)5" CURTAIN AND GLAZING (E) ALUMINUM ENTRY DOORS TO REMAIN NOTES: I. ALUMINUM CURTAIN AT NORTH WALL LOCATED AT PREVIOUS OPENINGS OF SLIDING DOORS SHALL EE KAU.NEER 1600 (2 1/2" X 69, FRONT GLAZED WITH I" INSULATED GLAZING TO MATCH ADJACENT FRAME INFILL DEPTH. 2. SOUTH VESTIBULE ALUMINUM CURTAIN WALL SHALL BE KAWNEER 1600 (2 1/2" X 10 1/2 "), FRONT GLAZED WITH I" INSULATED GLAZING. 3. EAST AND WEST VESTIBULE ALUMINUM CURTAIN WALL SHALL BE KAWNEER 1600 (2 1/2" X 6 "), FRONT GLAZED WITH I" INSULATED GLAZING. 4. ENTRANCES SHALL MATCH EXISTING ENTRANCES IN STYLE, SHAPE, SIZE, COLOR, HARDWARE (UNA.) WITH WIDE STYLE FRAME INCLUDING 10" BOTTOM RAIL. KAUNEER 500 STANDARD ENTRANCE. GLAZING WITHIN DOORS SHALL BE 1 / 4" TEMPERED GLAZING. 5. ALL ALUMINUM AND FP. GALVANIZED SHEET METAL FINISH SHALL BE 'SANDSTONE' TO MATCH EXISTING FINISHES. , 6. GLAZING SHALL BE SOLARBAN 10, VISIBLE LIGHT TRANSMISSION 63%, U -VALUE WINTER - 029, U -VALUE SUMMER - 021, SHGC: 021 AND SHADING COEFFICIENT OF 031. �'�"''' �"'� MAY 13 2010 PERMIT CENTER Westfleff Sou th center 633 Southant.r Parkway Takwla, WA., 96166 -21166 206 - 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 ARCHITECTS PERMISSION AND UNLESS THE REPRODUC110N CARRIES THE ARCHITECTS NAME. ALL OE9GN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY ANO 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 98108 (206) 624 -2777 • FAX (206) 624 -2973 IF w a� HIN 20 SCO STATE 0 REGISTERED T ISSUE A05 -13 -10 ISSUE DATE: PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ w F- z w U LU O Z oo cn w Q J = J O W � L.L H W PERMIT SET OCT. 30, 2009 FLOOR PLAN ELEVATIONS A2.0 S M SA #0921 (E) GUTTER TO BE SEALE WATER TIGHT WITH END CAP FF GALV. SHEET METAL FLASHING AND END CAP )4" REVEAL SEALANT AT (E) CURTAIN WALL CAP (E) CURTAIN WALL 1i" REVEAL ALUMINUM ENTRY SWING DOOR FF GALV. SHEET METAL CLADDING - COLOR TO BE SANDSTONE RELOCATE (E) DOWNSPOUT TO OUTSIDE OF VESTIBULE AND CONNECT TO STOW DRAIN (E) METAL CLAD COLUMN COVER TO REMAIN COMPRESSIBLE SILICONE OPEN CELL FOAM JOINT FILLER (E) CURTAIN WALL SWING DOOR (E) SLAB ON GRADE FF GALV. SHEET METAL FLASHING WITH CLEAT SET IN GLAZED CURTAIN WALL 3 ) 1/2" =1' -0" 5 44.1 SIM. FF. GALVANIZED SHEET METAL FLASHING (E) GUTTER TO BE SEALED WATER -TIGHT SECTION- CENTER VESTIBULE A4.I WEST ELEVATION- CENTER VESTIBULE 1/2" = 1' -0" SIM. (E) GLASS CANOPY AND ALUMINUM FRAME (E) STEEL STRUCTURE - OUTRIGGERS (E) METAL CLAD CANOPY OUTRIGGER METAL INFILL PANEL TYPICAL (E) GLASS CANOPY TOP OF CURTAIN WALL I2' -6" (FIELD VERIFY) ALUMINUM CURTAIN WALL W/ INSULATED GLAZING (TYR) HEAD HEIGHT 8' -0" ALUMINUM BREAK METAL COMER - PAINT SANDSTONE ALUMINUM CURTAIN WALL WITH INSULATED GLAZING - TYPICAL FINISH FLOOR 0' -0"I INST STONE STOCK OWNER REVISION r2 AND D - • . - : MACHANICAL W/ T• ED E RADIANT GRAD RE: ANICAL DELETED RECESSED WALK OFF MAT, DRAIN, CONCRETE SLAB SINCE ALTERIATE WAS NOT SELECTED. SLAB IS NOT REQUIRED FOR STRUCTURAL SUPPORT AND EXISTING SLAB IN ALREADY IN PLACE. TED SLAB REC D W • OFF MAT RE • ED •• • CRETE SLAB (E) METAL CLAD COLUMN COVER ALUMINUM CURTAIN WALL AND INSUL. GLAZING -, 5H FLOOR 0' -0" (E) STEEL STRUCTURE (E) METAL CLAD CANOPY ALUMINUM CURTAIN WALL W/ INSULATED GLAZING (TYP.) BREAKAWAY SLIDING GLASS DOOR TOP OF CURTAIN WALL 12' -6" (FIELD VERIFY) HEAD HEIGHT 8' -0" 4 ) TOP OF CURTAIN WALL I2' -6" (FIELD VERIFY) HEAD HEIGHT 8' -0" dp FINISH FLOOR 0' -0" (E) GLASS CANOPY AND ALUMINUM FRAME (E) STEEL STRUCTURE - OUTRIGGERS (E) METAL CLAD CANOPY OUTRIGGER ALUMINUM CURTAIN WALL W/ INSULATED GLAZING (TYP.) METAL IIFILL PANEL TYPICAL ALUMINUM BREAK METAL CORNER - PAINT SANDSTONE ALUMINUM CURTAIN WALL WITH INSULATED GLAZING - TYPICAL WF COPE TO FIT TO (E) WF WELD ALL SIDE PAINT - SANDSTONE RE: STRUCTURAL (E) LIGHT FIXTURE RELOCATE TO ALLOW SPACING FOR CURTAIN WALL ATTACHMENT CURTAIN WALL HEAD ATTACHMENT AT REQUIRED SPACING PER MANUFACTURER (E) GLASS - CUT AROUND NEW CURTAIN WALL ATTACHMENTS SHIM AS REQUIRED 3" = 1' -0" HEAD DETAIL EAST ELEVATION- CENTER VESTIBULE 1/2" = 1' -0" (E) METAL CLAD COVER (E) TUBE STEEL TO REMAIN SIM. (E) SKYLIGHT AND GLAZING - CONTRACTOR TO REMOVE AND REINSTALL AS REQUIRED FOR NEW CONSTRUCTION (E) IF TO REMAIN SEALANT AT (E) METAL CLADDING BACKER ROD AND SEALANT ALUMINUM CURTAIN WALL FRAME INSULATED GLAZING REVIEWED FOR CODE COMPLIANCE APPROVED ,3 1 '"J c.iiV �. i , CityofTukwila BUILDING DIVISIfN E) GUTTER TO BE SEALED WATER TIGHT WITH END CAP FF GALV. SHEET METAL FLASHING AND END CAP X" REVEAL SEALANT AT (E) CURTAIN WALL CAP (E) CURTAIN WALL FF GALV. SHEET METAL CLADDING COLOR TO BE SANDSTONE ALUMINUM ENTRY SWING DOOR RELOCATE (E) DOWNSPOUT TO OUTSIDE OF VESTIBULE AND CONNECT TO STORM DRAIN (E) METAL CLAD COLUMN COVER TO REMAIN BF!VISIOM N0;? Dog .13c9 RECEIVED MAY 13 2010 PERMIT CENTER WeslIle[6 South cen ter 633 Sauthoent.r Parkway 1UkwIcy WA., 06166 -2888 206 - 246 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERMCE. IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED YATHOIJT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATON SHOMN ON THE DRAWNG ARE roe USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERYASE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 824 -2777 • FAX (206) 624 -2973 ISSUE ISSUE DATE: PROJECT MANAGER WEJ w z w U 2 � O Z oo cn w J � Q O co W LL F— W 2 \05 -13 -10 PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ SECTION ELEVATIONS A2.1 SMSA #0921 4) FINISH FLOOR 0'-0" (E) BRICK VENEER WALL 3 -10 3' -10" VESTIBULE MALL ENTRY ME3 -1B 3' -10" T 24 -6" 3' -10" 3' -10" 3' -10" r' r r r r ' cLp HEAD HEIGHT 8' -0" CURTAIN WALL AND INSULATE GLAZING NORTH (E) STEEL OUTRIGGER (E) GLASS CANOPY - CONTRACTOR SHALL REMOVE AND REINSTALL GLAZING AND ALUMINUM FRAME AS REQUIRED FOR NEW CONSTRUCITN BENT PLATE PRE- PRIMED AND PAINTED TO MATCH (E) BOTTOM OF STEEL RE: STRUCTURAL 11 -3" (FIELD VERIFY) INSULATED GLAZING (TYP) ALUMINUM CURTAIN WALL METAL INFILL PANEL TO MATCH (E) (E) STONE BAND- CONTRACTOR TO CUT BACK AT JAMB FOR SECURE CONNECTION 1/2" = 1' -0" INSULATED GLAZING (TYP.) ALUMINUM CURTAIN WALL (E) STONE BAND/WAINSCOT- CONTRACTOR TO CUT BACK AT JAMB FOR SECURE CONNECTION ALUMINUM CURTAIN WALL SILL - TYPICAL (E) SWING DOOR RELOCATED TO SOUTH OF VESTIBULE RE: KEY NOTE I (E) FLOOR TILE TO BE PROTECTED THROUGHOUT CONSTRUCTION PARTIAL FLOOR PLAN - EAST VESTIBULE 1/2" = 1' -0" 8 A42 WEST ELEVATION - EAST VESTIBULE (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION RE: KEY NOTE 2 EXISTING MALL ENTRY 100 FULLY WELD CORNER AND GRIND SMOOTH FOR PAINT BOTTOM OF STEEL 11' -3" (E) BRICK VENEER BEYOND HEAD HEIGHT 8' -0" Ui (E) STONE BAND BEYOND - CONTRACTOR SHALL CUT BACK STONE FOR JAMB ATTACHMENT - TYP. (E) STONE BAND BEYOND - CONTRACTOR SHALL CUT BACK STONE FOR JAMB ATTACHMENT - TYP. icli) FINISH FLOOR 0' -0" EXIT 44.0 SIM. (E) SWING DOOR RELOCATED TO SOUTH OF VESTIBULE RE: KEY NOTE I ALUMINUM STOREFRONT FRAME AND INSULATED GLAZING SIM. CURTAIN WALL AND INSULATED GLAZING NOTES: I. ALUMINUM STOREFRONT SHALL BE KAILNEER TRI -FAB 451, FRONT GLAZED WITH 1" INSULATED GLAZING. 2. ALUMINUM CURTAIN WALL SHALL BE KAWNEER 1600 (2 1/2" X 1 1/29, FRONT GLAZED WITH 1" INSULATED GLAZING. 3. ENTRANCES SHALL MATCH EXISTING ENTRANCES IN STYLE, SHAPE, SIZE, COLOR, HARDWARE (UN.O.) WITH WIDE STYLE FRAME INCLUDING 10" BOTTOM RAIL. KAWNEER 500 STANDARD ENTRANCE. GLAZING WITHIN DOORS SHALL BE I / 4" TEMPERED GLAZING. 4. ALL ALUMINUM AND F.F. GALVANIZED SHEET METAL FINISH SHALL BE 'SANDSTONE' TO MATCH EXISTING FINISHES. 5. GLAZING SHALL BE SOLARBAN 10, VISIBLE LIGHT TRANSMISSION 63%, U -VALUE WINTER - 029, U -VALUE SUMMER - 021, SHGC: 0.21 AND SHADING COEFFICIENT OF 0.31. SIM. / / / / / / / / / / / / / (E) SWING DOOR RELOCATED TO SOUTH OF VESTIBULE RE: KEY NOTE I / / / / / / / / / / / (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION RE: KEY NOTE 2 1/2" = 1' -0" %/ / / / / L / I / / I /' SOUTH ELEVATION - EAST VESTIBULE / / / / / tea 1. ANL AltIll■ JiWMWIIMWOM1 'iWi�i�i�i�i�i0 Oi P00AAWAYAWAV i ;•:.. I . • RECES AND D RE: CRETE SLAB NEW AB. RE: ME - A ICAL OWNER REVISION +'2 4 - - • VEL BASE WITH • - OR • RDER TH I DELETED RECESSED WALK OFF MAT, DRAIN, CONCRETE SLAB SINCE RE ' ALTERNATE WAS NOT SELECTED. SLAB IS NOT REQUIRED FOR STRUCTURAL SUPPORT AND EXISTING SLAB IN ALREADY IN PLACE. RADIAN •• ATING AT (E) BRICK VENEER TYPICAL — (E) STONE BAND CUT TO ATTACH JAMB OF CURTAIN WALL (E) BRICK VENEER TYPICAL — (E) STONE BAND CUT TO ATTACH JAMB OF CURTAIN WALL / (E) GLASS CANOPY (E) STEEL STRUCTURE GM FINISH TO MATCH (E) (E) TUBE STEEL INSULATED GLAZING (TYP) METL INFILL PANEL ALUMINUM / GLASS DOOR /// /// (E) SWING RELOCATED TO SOUTH ELEVATION RE: KEY NOTE I (E) GLASS CANOPY - CONTRACTOR SHALL REMOVE MD REINSTALL GLAZING AND ALUMINUM FRAME AS REQUIRED FOR NEW CONSTRUCITN (E) OUTRIGGERS 4x8 TUBE STEEL RE: STRUCTURAL PAINT SANDSTONE FULLY WELD CORNER AND GRIND SMOOTH FOR PAINT (E) BRICK VENEER WALL METAL INFILL PANEL TO MATCH EXISTING ALUMINUM CURTAIN WALL INSULATED GLAZING TYP. PANIC BAR - TYPICAL AT EACH DOOR MOUNT CENTERLINE 40" AFF SECTION - EAST VESTIBULE 1/2" = 1' -0" REVISION N0.2. 410 13 (0 4x8 TUBE STEEL RE: STRUCTURAL PAINT SANDSTONE BOTTOM OF STEEL (t) 11' -3" (FIELD VERIFY) ALUMINUM CURTAIN WALL W/ INSULATED GLAZING (E) SLIDING POOR HEAD ASSEMBLY AND ELECTRICAL AND FIRE ALARM COMPONENTS RELOCATED T ELEVATION (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION ALUMINUM CURTAIN WALL AND GLAZING BEYOND (E) STEEL OUTRIGGER (E) GLASS CANOPY - CONTRACTOR SHALL REMOVE AND REINSTALL GLAZING MD ALUMINUM FRAME AS REQUIRED FOR NEW CONSTRUCITN BENT PLATE PRE- PRIMED AND PAINTED TO MATCH (E) RE: STRUCTURAL BOTTOM OF STEEL 11 -3" (FIELD VERIFY) INSULATED GLAZING (TYP) ALUMINUM CURTAIN WALL METAL INFILL – PANEL TO MATCH (E) (E) STONE BAND - CONTRACTOR TO CUT BACK AT JAMB FOR SECURE CONNECTION INSULATED GLAZING (TYP.) ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL SILL - TYPICAL SECOND LEVEL 11' -0" (4655') HEAD HEIGHT 8 - 0 " CODE VIEWED Fp A� , � CMP LIAN .A1:I 01 2010 BUILDING Tukwil a GIL DING niin FINISH FLOOR 01.011 HEAD HEIGHT 4) 8-0" (E) STONE BANDNIAINSCOT- CONTRACTOR TO CUT BACK AT JAMB FOR SECURE CONNECTION FINISH FLOOR cl:) 0' -0" RECEIVED MAY 13 ng PERMIT CENTER EAST ELEVATION - EAST VESTIBULE 1/2" = 1' -0" 3Liii8t Sou th center 833 Southont.r Parkway 1Wcr1., WA, 98188 -2888 206-241-0423 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 ARCHITECTS PERMISSION MD UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ME FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERIWSE 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 44, SCOTT STATE 0 4 REGI . ; ED I r , mi I MPER HINGTON ISSUE A05 -13 -10 ISSUE DATE: 5 5 / - I w H Z w U CO oo OZ� cn w Q o t O W F._ L.L F- N W PROJECT MANAGER WEJ PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ FLOOR PLAN SECTION CX ELEVATIONS A3.0 SMSA #0921 E I�f�III�IIIE!;� II iL���I; � IIIII II I 1?'�Al IIIII III II 111""1111 I im /` II II II II MN II EMI I I OM II N OVERALL SECOND LEVEL FLOOR PLAN 1/32" = 1' U `I I I I =I I I NM I I MN I I I I I I 1111111 \\ PLJWNINGIIPPROVED • No changes can be made;yp these plans without approval from the Planning Division at App►oveds►: M ' � a4 144 Date:, 10 -14- 1 111113 (11111111111 110191111111111 BY Date: ... FI LE Permit No. t D' COPY 234 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 i y and is acknowledged: I c City Of Tukwila BUILDING DIVISION EXISTING TENANT SPACE WEST BALCONY FLOOR PLAN 1/8" = 1' 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. 08 -3" EAST BALCONY FLOOR PLAN 1 /8" = 1' ±1 -8" REVIEWED FOR CODE COMPLIANCE APPPoWEn JUN 15 2010 k T . i I ty of Tukwila BUILDING DIUISinM toc Z3i' We So WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 This WANING IS MI NSTRUMENT OF SERVICE. IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS NE REPROOUC110N CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHONN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT RE 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 (206) 824 -2973 633 SoMthHeater Tukwila WA.. 98188 -2888 208- 248 -0423 ISSUE OWNER 1 REVISION #1 ISSUE DATE: PROJECT MANAGER WEJ PERMIT SET APR. 16, 2010 PROJECT ARCHITECT WEJ SECOND LEVEL BALCONY FLOOR PLANS ECEIVED APR 16 2010 PERMIT CENTER A6.0 SMSA #1022.04 ,.I I NEIN I I I I MI I I . I I 111111 I I IN I I I I , EIs1111l11111111l1wl Vi ai T, gi =.r: 'v'r�� -t Y tF,F F,,Ft rum I Itl III111[I' I INlli Air .III. IIII I'I. 111111 ud9 tli tllll @II a Y I�IGE1 r�Il�ilifl!� —.��� •„"■■ — S ELI mks um ■ ■L11■11 t xtkrz I I! I 'gm" aiiisisnmudjus pnomi qua PR 9111 i'19 IIJ11111 111119 Act' II II 11141 Ii I Ii Ill INIi9 :21110 9l: II ;11! PARTIAL SOUTH ELEVATION 1/8" = 1' PARTIAL SOUTH ELEVATION 1/8" = 1' - REVIEWED FOR CODE COMPLIANCE 4 PP V D JulV 15 2010 City of Tukwila BUILDING DIVISION b . 0 9 iL 310 WeslIle[c[ Sou thcen ter WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAMING IS AN INS1RUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER NFORMARON MOM ON THE DRAMMIG 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 ISSUE OWNER 1 REVISION #1 ISSUE DATE: 633 Southeannter Paksav W cda. wA.. 96l88 -28 8 208 -246 -0423 PROJECT MANAGER WEJ w z w 0 �w� O w rn Q H J = Q Q J CD 0 �jN l - LL H W PERMIT SET APR. 16, 2010 PROJECT ARCHITECT WEJ ELEVATIONS RECEIVED APR 16 2010 PERMIT CENTER A6.1 SMSA #1022.04 pip pir" 4 1/4" 3" = 1' 3 1/2' 2 1/2" I/2" THICK LAMINATED SAFETY GLASS EXIST. STEEL RAILING TO REMAIN EPDM GASKET BETWEEN BENT PLATE 4 1/4" AND TUBE STEEL STRUCTURAL GLAZING SEALANT CONTINUOUS STAINLESS STEEL GLAZING 51-10E GLASS RAILING CONNECTION DETAIL 5 /S" X 3) " WIDE BENT PLATE AT EACH DBL. POST 6' -m" O.C. PAINT TO MATCH RAILING. 5 /S" X 1" WIDE BENT PLATE AT EACH SINGLE POST WRAP PLATE AROUND POST AND WELD TOGETHER WITH 3/16" FILLET WELD. EXIST. FLASHING AND PARAPET TO REMAIN MAINTAIN WATERTIGHT INTEGRITY AT ALL TIMES - TRIM DRIP EDGE AT ANCHOR LOCATIONS CUT BACK DRIP EDGE FOR PLATE INSTALLATION AND SEAL WATER TIGHT 1" DIAM. A -235 THRU -BOLT ATTACHMENT WITH EPDM GASKET EACH SIDE OF BENT PLATE EXIST. BRICK FACADE TO REMAIN A we Amp- AIMP'" 2ND LEVEL FINISH FLOOR 5285' EXIST. STEEL RAILING TO REMAIN EXIST. FLASHING AND PARAPET TO REMAIN MAINTAIN WATERTIGHT INTEGRITY AT ALL TIMES 2ND LEVEL FINISH FLOOR 46.85' 1 " =1' GLASS RAILING SECTION CONTINUOUS STAINLESS STEEL CHANNEL TOP RAIL STRUCTURAL GLAZING SEALANT 1/2" THICK LAMINATED SAFETY GLASS 2/9 STAINLESS STEEL SPACER BETWEEN GLAZING AND RAILING AT EACH ANCHOR PER GLAZING MANUFACTURER GLASS ANCHORS WITH STAINLESS STEEL CAPS PER GLAZING MANUFACTURER GLASS ANCHORS WITH STAINLESS STEEL CAPS PER GLAZING MANUFACTURER STRUCTURAL GLAZING SEALANT CONTINUOUS STAINLESS STEEL GLAZING SHOE 6" WIDE STEEL SUPPORT BENT PLATE WELD TO EXIST. STEEL RAILING AT 3' -0" O.C. PAINT TO MATCH RAILING EXIST. BRICK FACADE TO REMAIN 2ND LEVEL FINISH F 5285' 2ND LEVEL FINISH 4685' T STEEL GLAZING SHOE 2 1 PARTIAL RAILING ELEVATION 1 =1 GENERAL CONSTRUCTION NOTES 2. GLAZING SHALL BE »" CLEAR LAMINATED SAFETY GLAZING. 3. DESIGN WIND LOADS SHALL BE AS FOLLOWS: BASIC WIND SPEED, V3s = 55 MPH WIND IMPORTANCE FACTOR - Iw a 1.15 WIND EXPOSURE - 'C' K2T =1.0 CONTINUOUS STAINLESS STEEL CHANNEL TOP RAIL 3 1/2" WIDE STEEL BENT PLATE SUPPORT WITH THRU -BOLT - TYPICAL AT (E) DOUBLE POST S - ES - I. MAXIMUM JOINT DISTANCE BETWEEN GLAZING PANELS SHALL BE NO MORE THAN ki" PER GLAZING MANUFACTURER. S. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND SUBMIT ANY DISCREPANCIES TO ARCHITECT PRIOR TO FABRICATION. EXIST. BRICK VENEER TO REMAIN SCOPE OF WORK SHALL INCLUDE, THE INSTALLATION OF A SUPPLEMENTAL GLASS GUARD ON THE EXTERIOR SIDE OF THE EXISTING STEEL GUARDRAIL AT THE TWO SECOND LEVEL BALCONIES ALONG THE SOUTH ELEVATION OF WESTFIELD MALL. I. SUPPLEMENTAL GLASS GUARD SHALL BE DESIGNED TO RESIST A LOAD OF 50 LBS PER LINEAR FOOT AS PER IBC SECTION 1601.I. ALL GLASS USED AS A GUARD SECTION SHALL COMPLY WITH IBC SECTION 2401 AND MUST CONSIST OF LAMINATED SAFETY GLASS. ALL GLAZING MUST HAVE A MINIMUM THICKNESS OF 1/2 ", MUST COMPLY WITH IBC SECTION 2406.11 AND BE AN APPROVED SAFETY GLAZING MATERIAL. 4. ALL ANCHORS, GLAZING CHANNELS CHANNELS /SHOES, AND ATTACHMENTS SHALL BE DESIGNED BY GLAZING MANUFACTURER AND BARE ENGINEERS STAMP. GLAZING MANUFACTURER TO VERIFY REQUIRED QUANTITIES OF ATTACHMENTS FOR GLAZING PANELS. 5. EXISTING STEEL GUARDRAIL SHALL REMAIN. CONTRACTOR SHALL PREP GUARDRAIL FOR BENT PLATE ATTACHMENT AND GRIND SMOOTH ALL WELDING, FREE OF BURRS, CHIPS, POCKETS, ETC.. PAINT ALL NEW WELD AND STEEL ATTACHMENTS TO MATCH EXISTING RAILING. 6. PAINT COLOR FOR TOUCH UP AT EXISTING RAILING AND NEW BENT PLATE SHALL BE 'WARM STONE' "SW 1032 BY SHERWIN WILLIAMS. CONTRACTOR SHALL SUBMIT PAINT SWATCH FOR VERIFICATION TO MATCH EXISTING. 1/2" THICK LAMINATED SAFETY GLASS EXIST. FLASHING TO REMAIN CUT AND SEAL AROUND NEW BENT PLATES 1" WIDE STEEL BENT PLATE SUPPORT - CONTINUE AROUND SINGLE POST AND WELD PLATE TOGETHER WITH 3/16" FILLET WELD WITH THRU -BOLT - TYPICAL AT (E) DOUBLE POST — GLASS ANCHORS WITH STAINLESS STEEL CAPS - CENTER ON MAIN TOP HORIZONTAL RAILS PER GLAZING GLASS ANCHORS WITH STAINLESS STEEL CAPS - PER GLAZING MANUFACTURER - REVIEWED FOR CODE COMPLIANCE APPRMED JO 1.5 2010 City of Tukwila BUILDING DIVISIfN INCOMPLETE LTFN� 4o REVISION N0.1 bO z3(0 RECEIVED JUN 08 2010 PERMIT CSR WsII1e[tf South center ISSUE ISSUE DATE: 633 Southesatsr Parkway Tukwila WA, 9else -285a 208 -241 -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. AU. DESIGN AND OTHER MFCRMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE YATHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liab lity Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 w z w � O w rn Q � Q O 0 0 L __I N L.L H co W n n PROJECT MANAGER WEJ CITY OF TUKWILA REVISION #1 6 -7 -10 OWNER REVISION #1 PERMIT SET APR. 16, 2010 PROJECT ARCHITECT WEJ GLASS RAILING DETAILS A6.2 SMSA #1022.04 q. 3' - 0" TYP. 7 3' -0" 3' -0" tYP. MANUFACTURER _OOR 1 ;> a r an '1 \ CLEAR STRUCTURAL GLAZING SEALANT - TYPICAL AT EACH GLASS JOINT 6" 1 - 11 I/1" \ 6" 0 0 0 0 0 • • C 0 c 0 • mk • Z I 1111 hiI Z 0•R • 0 0 0 4 I I I 1 I I I 1 3' -0" FIELD VERIFY I I I I I 3' - " FIELD VERIFY I I I 3' -0" FIELD VERIFY 1 1 1 1 I \ ' -0" FIELD VERIFY pip pir" 4 1/4" 3" = 1' 3 1/2' 2 1/2" I/2" THICK LAMINATED SAFETY GLASS EXIST. STEEL RAILING TO REMAIN EPDM GASKET BETWEEN BENT PLATE 4 1/4" AND TUBE STEEL STRUCTURAL GLAZING SEALANT CONTINUOUS STAINLESS STEEL GLAZING 51-10E GLASS RAILING CONNECTION DETAIL 5 /S" X 3) " WIDE BENT PLATE AT EACH DBL. POST 6' -m" O.C. PAINT TO MATCH RAILING. 5 /S" X 1" WIDE BENT PLATE AT EACH SINGLE POST WRAP PLATE AROUND POST AND WELD TOGETHER WITH 3/16" FILLET WELD. EXIST. FLASHING AND PARAPET TO REMAIN MAINTAIN WATERTIGHT INTEGRITY AT ALL TIMES - TRIM DRIP EDGE AT ANCHOR LOCATIONS CUT BACK DRIP EDGE FOR PLATE INSTALLATION AND SEAL WATER TIGHT 1" DIAM. A -235 THRU -BOLT ATTACHMENT WITH EPDM GASKET EACH SIDE OF BENT PLATE EXIST. BRICK FACADE TO REMAIN A we Amp- AIMP'" 2ND LEVEL FINISH FLOOR 5285' EXIST. STEEL RAILING TO REMAIN EXIST. FLASHING AND PARAPET TO REMAIN MAINTAIN WATERTIGHT INTEGRITY AT ALL TIMES 2ND LEVEL FINISH FLOOR 46.85' 1 " =1' GLASS RAILING SECTION CONTINUOUS STAINLESS STEEL CHANNEL TOP RAIL STRUCTURAL GLAZING SEALANT 1/2" THICK LAMINATED SAFETY GLASS 2/9 STAINLESS STEEL SPACER BETWEEN GLAZING AND RAILING AT EACH ANCHOR PER GLAZING MANUFACTURER GLASS ANCHORS WITH STAINLESS STEEL CAPS PER GLAZING MANUFACTURER GLASS ANCHORS WITH STAINLESS STEEL CAPS PER GLAZING MANUFACTURER STRUCTURAL GLAZING SEALANT CONTINUOUS STAINLESS STEEL GLAZING SHOE 6" WIDE STEEL SUPPORT BENT PLATE WELD TO EXIST. STEEL RAILING AT 3' -0" O.C. PAINT TO MATCH RAILING EXIST. BRICK FACADE TO REMAIN 2ND LEVEL FINISH F 5285' 2ND LEVEL FINISH 4685' T STEEL GLAZING SHOE 2 1 PARTIAL RAILING ELEVATION 1 =1 GENERAL CONSTRUCTION NOTES 2. GLAZING SHALL BE »" CLEAR LAMINATED SAFETY GLAZING. 3. DESIGN WIND LOADS SHALL BE AS FOLLOWS: BASIC WIND SPEED, V3s = 55 MPH WIND IMPORTANCE FACTOR - Iw a 1.15 WIND EXPOSURE - 'C' K2T =1.0 CONTINUOUS STAINLESS STEEL CHANNEL TOP RAIL 3 1/2" WIDE STEEL BENT PLATE SUPPORT WITH THRU -BOLT - TYPICAL AT (E) DOUBLE POST S - ES - I. MAXIMUM JOINT DISTANCE BETWEEN GLAZING PANELS SHALL BE NO MORE THAN ki" PER GLAZING MANUFACTURER. S. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND SUBMIT ANY DISCREPANCIES TO ARCHITECT PRIOR TO FABRICATION. EXIST. BRICK VENEER TO REMAIN SCOPE OF WORK SHALL INCLUDE, THE INSTALLATION OF A SUPPLEMENTAL GLASS GUARD ON THE EXTERIOR SIDE OF THE EXISTING STEEL GUARDRAIL AT THE TWO SECOND LEVEL BALCONIES ALONG THE SOUTH ELEVATION OF WESTFIELD MALL. I. SUPPLEMENTAL GLASS GUARD SHALL BE DESIGNED TO RESIST A LOAD OF 50 LBS PER LINEAR FOOT AS PER IBC SECTION 1601.I. ALL GLASS USED AS A GUARD SECTION SHALL COMPLY WITH IBC SECTION 2401 AND MUST CONSIST OF LAMINATED SAFETY GLASS. ALL GLAZING MUST HAVE A MINIMUM THICKNESS OF 1/2 ", MUST COMPLY WITH IBC SECTION 2406.11 AND BE AN APPROVED SAFETY GLAZING MATERIAL. 4. ALL ANCHORS, GLAZING CHANNELS CHANNELS /SHOES, AND ATTACHMENTS SHALL BE DESIGNED BY GLAZING MANUFACTURER AND BARE ENGINEERS STAMP. GLAZING MANUFACTURER TO VERIFY REQUIRED QUANTITIES OF ATTACHMENTS FOR GLAZING PANELS. 5. EXISTING STEEL GUARDRAIL SHALL REMAIN. CONTRACTOR SHALL PREP GUARDRAIL FOR BENT PLATE ATTACHMENT AND GRIND SMOOTH ALL WELDING, FREE OF BURRS, CHIPS, POCKETS, ETC.. PAINT ALL NEW WELD AND STEEL ATTACHMENTS TO MATCH EXISTING RAILING. 6. PAINT COLOR FOR TOUCH UP AT EXISTING RAILING AND NEW BENT PLATE SHALL BE 'WARM STONE' "SW 1032 BY SHERWIN WILLIAMS. CONTRACTOR SHALL SUBMIT PAINT SWATCH FOR VERIFICATION TO MATCH EXISTING. 1/2" THICK LAMINATED SAFETY GLASS EXIST. FLASHING TO REMAIN CUT AND SEAL AROUND NEW BENT PLATES 1" WIDE STEEL BENT PLATE SUPPORT - CONTINUE AROUND SINGLE POST AND WELD PLATE TOGETHER WITH 3/16" FILLET WELD WITH THRU -BOLT - TYPICAL AT (E) DOUBLE POST — GLASS ANCHORS WITH STAINLESS STEEL CAPS - CENTER ON MAIN TOP HORIZONTAL RAILS PER GLAZING GLASS ANCHORS WITH STAINLESS STEEL CAPS - PER GLAZING MANUFACTURER - REVIEWED FOR CODE COMPLIANCE APPRMED JO 1.5 2010 City of Tukwila BUILDING DIVISIfN INCOMPLETE LTFN� 4o REVISION N0.1 bO z3(0 RECEIVED JUN 08 2010 PERMIT CSR WsII1e[tf South center ISSUE ISSUE DATE: 633 Southesatsr Parkway Tukwila WA, 9else -285a 208 -241 -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. AU. DESIGN AND OTHER MFCRMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE YATHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liab lity Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 w z w � O w rn Q � Q O 0 0 L __I N L.L H co W n n PROJECT MANAGER WEJ CITY OF TUKWILA REVISION #1 6 -7 -10 OWNER REVISION #1 PERMIT SET APR. 16, 2010 PROJECT ARCHITECT WEJ GLASS RAILING DETAILS A6.2 SMSA #1022.04 Drawing Index ARCHITECTURAL T1.0 TITLE - COVER SHEET A0.1 GENERAL NOTES AND DETAILS A1.0 FLOOR PLAN / SECTIONS/ ELEVATIONS A2.0 FLOOR PLAN / ELEVATIONS A2.1 SECTION / ELEVATIONS A3.0 FLOOR PLAN / SECTIONS/ ELEVATIONS A4.0 DETAILS A4.1 DETAILS A4.2 DETAILS A5.0 DOOR AND FINISH SCHEDULES S1.0 GENERAL NOTES AND SPECIAL INSPECTIONS 52.0 PLANS, SECTIONS, AND DETAILS MECHANICAL PLANS FOR REFERENCE ONLY WESTFIELD MALL AT SOUTHCENTER WESTFIELD ENTRY VESTIBULES Abbreviations & L ACOUS. AD ADJ. Jolt AL APPROX ARCH. ASa AS H. DI BDUM BLDG eLJC Ewa BOT. CAR Ca CENA CBR al Ca c CUG. CLQ CLR ca CcL CCTV Cody COWER Cairt: CaRR CTSK CN TR CTR DE PT. DE CI DM. CEP. D.O. DR DWFt DS aw a F.L a. DER MCI EQ E EXFQ DP. FA FR RB FE FEC. FE FL FL RAS•L FC FAB F Rn RJFFL RJR, GA. G as a U-IAM GNa GSM GYR HR HC NDWD FDWE HM ECM HGT. La FEUL NT. AND A ANNGLE CENTERUNE DIAMETEFI OR ROUND POUND OR N VEER DOSING RATE ACOUSTICAL AREA ORAN ADJUSTABLE Acaa TE AUAVINUM APPFCO MATE AR OHTECTURAL ASBESTOS SHALT BOARD BITUMINOUS BULDNG BLOCK BLOCKING BEAM BOTTOM CA TCH BASt1 CBvEfT CERAMIC CAST RCN CCFNER GUARD CIMINO CAUUJNNG CLOSET CLEAR CASED COLUMN OPl3ING°PeIr1G CONCFETE CONNECTION CaNISiRUCTION CONTINUOUS CCRRDOR COUNTERSUNK COUNTER CUTTER DOUBLE DEPARRvENT DRINKING FOUNTAN CETAL DIAtvEi13R DNBNSION DISPENSER DO R aFENNG OJT DR YSTM'E EAST DOME EACH BBEVAA1U4 JoNr BECTFICAL ELEVATOR Y ENCLOSUFE ELECTFICAL ECU PANH AH) ECURENT ELECTFC ATTT1 COOLER DEM DPOSED EPAINECN FIE ALARM DOOR IRAN FOUCIATEN RE DINGUS-EFT CAR FACTORY FINSH TIEN a RASING RUZFESIDENT F OF OONCF€TE FACE OF HUSH FACE OF STUDS FFEFICOF MIL G7E FOOT CFI FEET FOOTING RIIRFRNG RJRIRE GAUGE GALVANEED GRAB BAR GLASS w -tM JATm BEAM GROUND GRACE • SHEET' METAL GYFSUM GYPSUM WALL MAR WEE HaLOw� HARDINOOD HAFONAFE HOLLON WEAL HOUR EBGHT FECE f T1TED (DM) NTERCR JAN. Jr. KT . LAB LAM LT. MAX MC. AEON NEM MET. MR NH. MN MR iYt a M; MED. MUL N NC NO or NOM NLS QA OBS QC. OD. CMG P P FLYWQ FR Pt PM P.TC. P.TDIR FYTNL P.TR QT. FAQ RD. REFR MOD FESL FI 1R FM RQ RWL a SC. SC1.6lt SE sFa CT. Ga SI-Ft S SNQ SNR sa SE C STA sTn STL STOR STRUCr. S P TRQ TR TDC. TEL TER THK EDP. T,V. TOW TYP. U:ON UR VERT. VEST: W. W/ WD. W/O W T. JANITOR JOINT Lora e� LABORATORY LAL VO CKER LIGHT MAXMUM MIME CADET' MECHANICAL NENERANE METAL • AEruBRUST MNuLM IVEROR MAMMY CMG MOUNTED MUUDN NORTH NOT N CONTRACT NUM E R NOMINAL NOT TO SCALE 'DERAIL CESCLFE aN CENTER OE DAWEiBR OPENING OFfC TTE PLA PRE -CAST RASTIC LAMINATE RASTER LY YWOCa FONT PREIESUE-TFEATE) P APER TO/EL CISFEEB? OONEINVIUN PAPER TOMI CEPENSER & FRANCE PARTITION TOWS_ RECEPTACLE QUARRY 'RE MEET RADUS ROOF DRAIN RIEFENCE REFRGERATCEI FEWER FENFCRCED FBOUR3) FESLER ROUGH OFBJJG FEDNOO ATED LEADER SOUTH SOLD COE SEAT COVER DISPENSER SZFEDULE SIDAP DISPBJSSiDISPBJS73i SH ELF SHOWER SHEET EINAR SANTARY NAPKIN DBPBSBR SAWN SFECFICATION RBCl3'FAIxE SOLD A -BJOLC PANS SCUAFE SE VCE ST ST. STORAGE STRUCTURAL a1SPEICED SYNNETICAL. TONI BAR TOP OF E TELEPHONE TEFRAZZO TasisuE AN) GROOVE THCK TOP OF PAvaeir T� PAPER N TOP OF WALL TYPCAL MUSS ail- EFMASE NOTED URNAL VBRTi„AL VESieLAE WEST WITH WATER =GE WOO WIMOUT WAINSCOT WBLRFiT Scope of Work SCOPE OF WORK SHALL INCLUDE NE ADDITION OF THREE VESTIBULES AT THE THREE SOUTH ENTRANCES TO THE MALL. THE VESTIBULE WiLL INCLUDE CURTAIN WALL, ENTRY DOORS, CONNECTION TO EXISTING CANOPY, SLAB ON GRADE, RELOCATION OF EXISTING DOORS, AND CONNECTION TO THE FIRE ALARM. Code Summary CODE SUMMARY: IBC 2006 - INCLUDING WASHINGTON STATE AMENDMENTS FULLY SPRINKLED BUILDING - TO BE SUBMITTED UNDER SEPARATE PERMIT. MECHANICAL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT ELECTRICAL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT PLUMING DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT. PERMIT TYPE - TENANT IMPROVEMENT AT EXISTING COVERED MALL 1UILDING ZONING USE: TUC - TUKWILA URBAN CENTER TAX PARCEL NUMBER 262304 -9023 EXISTING SQUARE FEET: FiRST FLOOR AREA: SECOND FLOOR AREA: THIRD FLOOR AREA: TOTAL ADDITIONAL SQUARE FEET: WEST VESTIBULE: CENTER VESTIBULE: EAST VESTIBULE: TOTAL SF.= EGRESS REQUIREMENTS: 663,121 SF 241,688 SF 84,440 SF TOTAL EXISTING SQUARE FEET: 989555 SF 190 SF. 448 SF. 190 SF. 868 SF. DOOR WIDTH IN INCHES PER (2006 IBC) - 0.15 X OCCUPANT LOAD STAIR WIDTH iN INCHES PER (2006 IBC) - 020 X OCCUPANT LOAD EXISTING EGRESS CAPACITY SHALL NOT BE REDUCED WIN NE ADDITIONAL VESTIBULES. WEST ENTRY: WEST ENTRY EXISTING EGRESS CAPACITY - 880, CLEAR WIDTH 132" EGRESS WIDTH OF NEW DOORS = 144" THEREFORE OK CENTER ENTRY: CENTER ENTRY EXISTING EGRESS CAPACITY - 1,960 , CLEAR WIDTH 2W EGRESS WIDTH OF NEW DOORS : 216" + 2 EXISTING PAIRS OF DOORS THAT REMAIN : 360" THEREFORE OK EAST ENTRY: EAST ENTRY EXISTING EGRESS CAPACITY - 880, CLEAR WIDTH 132" EGRESS WIDTH OF NEW DOORS : 144" THEREFORE OK TYPE OF CONSTRUCTION: TYPE II -5 OCCUPANCY GROUP: PRIMARY - GROUP M, INCIDENTAL - GROUP A3 AND GROUP B. FIRE RESISTANCE REQUIREMENTS: CORRIDORS NOT REQUIRED TO BE 1 -HOUR RATED PER TABLE 1011.1 FOR FULLY SPRINKLERS BUILDING IN OCCUPANCY TYPE B. DOORWAYS TO EXITS PASSAGEWAYS SHALL BE PROTECTED BY 1 -HOUR FIRE DOOR ASSEMBLY THAT INCLUDES SELF CLOSING DEVICE. - SECTION 402.45.1 EACH TENANT SHALL BE SEPARATED BY A FIRE PARTITION IN ACCORDANCE TO SECTION 108. FiRE SMOKE EXHAUST REQUIREMENTS: NEW DOORS SHALL MEET OR EXCEED REQUIRED WIDTH OF EXISTING SLIDING DOORS FOR SMOKE EXHAUST FREE AREA REQUIREMENTS SET FORTH BY LOCAL CODES AND JURISDICTIONS HAVING AUTHORITY. DOORS DESIGNED TO BE PART OF SMOKE EXHAUST SHALL BE CONNECTED TO THE FIRE ALARM AND SHALL OPEN UPON ACTIVATION OF SMOKE EXHAUST SYSTEM WEST ENTRY: REQUIED FREE OPEN AREA FOR SMOKE EXHAUST: 48 SF. EXISTING SLIDING DOOR (ME1 -1B) RELOCATED TO SOUTH ELEVATION : 48 SF NEW PAIR OF DOORS (DOOR MEI -1E) AT PREVIOUS LOCATION OF SLIDING DOORS : 48 SF. NEW PAIR OF DOORS (DOOR ME1 -1E) SHALL SE CONNECTED TO SMOKE EXHAUST TO SE OPEN UPON ACTIVATION IN CONJUNCTION WITH SLIDING DOOR TWO SET OF SINGLE SWING DOORS (MEI -1A, MEI -IC, MEi -1D, AND MEI -IF) ARE NOT PART OF THE SMOKE EXHAUST SYSTEM. CENTER ENTRY: REQUIED FREE OPEN AREA FOR SMOKE EXHAUST: 144 SF. EXISTING SLIDING DOOR (ME2 -IB, ME2 -1C, AND ME2 -1D) RELOCATED TO SOUTH ELEVATION : 144 SF NEW PAIR OF DOORS (DOOR ME2 -IF, ME2 -1G, AND ME2 -1H) AT PREVIOUS LOCATION OF SLIDING DOORS = 144 SF. NEW PAIR OF DOOR (DOOR ME2 -1F, ME2 -1G, AND ME2 -114) SHALL BE CONNECTED TO SMOKE EXHAUST TO BE OPEN UPON ACTIVATION IN CONJUNCTION WITH SLIDING DOOR. TWO SET OF SINGLE SWING DOORS (ME2 -1A, ME2 -IE) ARE NOT PART OF THE SMOKE EXHAUST SYSTEM. EAST ENTRY: REQUIED FREE OPEN AREA FOR SMOKE EXHAUST: 48 SF. EXISTING SLIDING POOR (ME3 -15) RELOCATED TO SOUTH ELEVATION : 48 SF NEW PAIR OF DOORS (DOOR ME3 -IE) AT PREVIOUS LOCATION OF SLIDING DOORS : 48 SF. NEW PAiR OF DOORS (DOOR ME3 -IE) SHALL BE CONNECTED TO SMOKE EXHAUST TO BE OPEN UPON ACTIVATION IN CONJUNCTION WITH SLIDING DOOR TWO SET OF SINGLE SWING DOORS (11E3 -1A, ME3 -1C, ME3 -10, AND ME3 -IF) ARE NOT PART OF THE SMOKE EXHAUST SYSTEM. Vicinity Map Project Directory OWNER WEA SOUTHCENTER LLC 633 Southcenter Seattle, WA 98188 SENIOR GENERAL MANAGER ANDREW CiARROCHi T - 20624630423 F - 206244.8601 WESTFIELD SPECIAL PROJECTS GROUP ARCHITECTURAL PROJECT MANAGER GERRI GAFNEY 11601 WILSHIRE BLVD. 9tH FLOOR LOS ANGELES, CA 90025 T - 310.6895694 F - 310.689.1289 GGAFFNEYeWESTFIELD.COM MALL OPERATIONS: PAT BURNS T - 206246.0423 F - 206244.8601 C - 206:186.9011 PBUR•1S•WESTFIELD.COM FIRE ALARM CONSULTANT AEGIS ENGINEERING BRIAN THOMPSON 6125 I62nd PL. SW. LYNWOOD, WA 98031 T- (425)- 145 -4100 BRIANTeAEGISENGINEERING.COM ARCHITECT S.M. 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 STR MARTINSON 2200 SIXTH AVENUE, SUITE 601 Seattle, Washington 98121 CONTACT: MUNI VIMAWALA, T - 206.622.4580 F - 206.622.0422 MUNIVePSM- ENGINEERS COM MECHANICAL ENGINEER ENGINEERING ECONOMICS BRENDA MATTIS 83 S. KING ST. °610 SEATTLE, WA 98104 T- (206)622 -1146 FILE COPY Permit No., tO'' 3(f Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and con f r I on ' ' acknowledged: By CS Date: F a$ 24 ° City Of lbkwila BUILDING DIVISION Site Plan NORTH NORDSTROM 3 L 171 J 3 'FORTH ❑ ri I I PARIIAFIdE 3 a SEARS , 4 vuazw 111R1ESS 11.E N M8981091 SPENCER OFT• NALL OrticE PARC coal 1 A PNY og 111E 01011E PEOPLE YR 1 SEATTLE 1F/.Y 9100 RAMC COVICOR 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. a5 195 9 E RIR 9100 918/21000 3 0111W 000 - -- y�„FQ Iy5 L`lrlri' •5 *It E14 •. 1.1 U IE I 1.t OR Firm IP 4RI IOW ; emanates rl 0 0 11 01 1E JOURNEYS ROBFA9B 0 1 005 '11010011000 MA P 01 1 Sm A i ZINO ®i mricu 1 ,11 jam 1 1 $�} ir1 1,0 ‘. 111 64 1 .1 7, 611710 LIZ Iry 1 `` T . : f 1� 1 1 - IEE L A 0 1005 91°60.RPF LOCKER ROOM Luso- ST SPORTS 'HSNE CROCE am s 0 Fan 0095NOrt PPYPOSEP A91AL KENO COUNTY LEIRAR DE9121 macys 4 LEVELS 250,407sf 38 ME RORN=E I I AREA OF WORK (SOUTH WEST ENTRANCE) A Elms I I OZRe T.. T M .. SILVER a can 5 AREA OF WORK (SOUTH CENTER ENTRANCE) met" Yywrs 2 LEVELS 65,237sf 3 LEVELS 276,4680 > J • L AREA OF WORK (SOUTH EAST ENTRANCE) Smoke Control Operations & Vest. Door Function THE SCOPE OF WORK FOR THIS INCLUDES RELOCATING THE EXISTING SET OF SLIDING DOORS WHICH ARE CURRENTLY PART OF THE SMOKE CONTROL OPERATIONS FOR THE MALL. THESE RELOCATED DOORS WILL REMAIN TO OPERATE iN THE SAME MANNER AS THEY DO NOW IN REGARDS TO THE SMOKE CONTROL OPERATION. NEW MANUALLY SWING DOORS ARE BEING ADDED AT THE PREVIOUS LOCATION OF THE EXISTING SLIDING DOORS AND WE BE PART OF THE SMOKE CONTROL OPERATION. SEE THE FOLLOWING ITEMS FOR FURTHER CLARIFICATION REGARDING THE OPERATION AND FUNCTION OF THE DOORS. ITEM I: CONFIDENCE IN THE AUTOMATIC OPERATION OF THE EXISTING SLIDING DOORS IS RELATIVELY HIGH, AS THESE DOORS ARE USED REGULARLY SUCH THAT MECHANICAL FAILURE WOULD SE EXPECTED TO BE READILY DISCOVERED AND CORRECTED. WE UNDERSTAND THAT WHILE THESE EXISTING SLIDING DOORS ARE CONTROLLED BY THE SMOKE CONTROL SYSTEM, THEY ARE NOT MONITORED BY THE SMOKE CONTROL SYSTEM. THIS SHOULD CONTINUE TO SE ACCEPTABLE FOR THESE AUTOMATIC SLIDING DOORS, EVEN WITH THE NEW VESTIBULE CONFIGURATION. ITEM 2: AS THE NEW SWINGING DOORS WILL BE MANUALLY OPERATED, THE ONLY ITEM THE AUTOMATIC OPERATOR FUNCTIONS WOULD BE WHEN COMMANDED BY THE SMOKE CONTROL SYSTEM TO OPERATE. THEREFORE, iT MAY NOT BE READILY APPARENT IF THERE IS A MECHANICAL PROBLEM WITH THE AUTOMATIC OPERATOR OF THE SWINGING DOOR THEREFORE, IN ADDITION TO CONTROL BY THE SMOKE CONTROL SYSTEM, IT iS PROPOSED THAT THESE DOOR ALSO BE MONITORED BY THE SMOKE CONTROL SYSTEM FOR CONFIRMATION THAT THEY ARE IN THE OPEN POSITION. FAILURE OF THE SYSTEM TO CONFIRM ANY DOOR IN THE OPEN POSITION WOULD CAUSE A TROUBLE SIGNAL TO BE REPORTED ON THE FIRE ALARM CONTROL PANEL ,AS TO WHICH VESTIBULE WAS IN FAULT, SUCH THAT THE FiRE DEPARTMENT COULD RESPOND AND PROP A DOOR OPEN IF APPROPRIATE. ITEM 3: IN ADDITION TO THE PERFORMANCE CRITERIA FOR THE NEW DOORS ASSOCIATED WITH THE SMOKE CONTROL SYSTEM, AEGIS ENGINEERING WILL PROVIDE AN ACCEPTANCE TESTING PROGRAM. SUCH TESTING WOULD NOT INVOLVE SIMULATED SMOKE OR AIR VELOCITY TESTING, BUT RATHER SEEK TO CONFIRM THAT THE NEW COMPONENTS PERMIT THE SMOKE CONTROL SYSTEM TO CONTINUE TO FUNCTION IN THE MANNER PREVIOUSLY APPROVED. SEPARATE PERMIT REQUIRED FOR: t litechanical erilectdcal &Plumbing Comas Piping City of Tukwila BUILDING DIVISION Separate Permits THE FOLLOWING ITEMS SHALL BE UNDER SEPARATE PERMIT: THE FOLLOWING DISCIPLINES SHALL BE UNDER SEPARATE PERMIT AND SHALL BE SUBMITTED BY CON TOR REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2009 F Wit City of Tukwila ILDING DIVISION FIRE ALARM FIRE SPRINKLER MECHANICA ELECTRICAL PLUMBING CORRECil LTR #, DO231) Southcenter 633 Sou01G.nter Tu WA., 981a8 -2D88 206 -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 ARCHITECTS PERMI5906 AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME ALL DESIGN MD OTHER INFORMATION 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 98108 (206) 824 -2777 • FAX (206) 624 -2973 ISSUE DATE: ISSUE /\PERMIT REVISION DEC. 7, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ w z w ce U O Z co cn w Q Q 5 J co W E" LL H W PERMIT SET OCT. 30, 2009 TITLE - COVER SHEET RECEIVED DEC 08 2009 PERMIT CENTER T1.0 SMSA 0921 General Notes 1. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL LOCAL OR FEDERAL AND STATE LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. 2. WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING COPE 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 RJRNISHED IN ALL CASES. 3. THE CONTRACTOR SHALL OBTAN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK FORWARD COPIES OF EXECUTED PERMITS TO WESTFIELD. 4. ALL WESTFIELD DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 5. THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN. AND TRADESMEN REQUIRED TO COMPLETE THE JOB. 6. THE CONTRACTOR SHALL 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, MD REQUEST CLARIFICATION BEFORE COMMENCING ANY WORK B. EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS MD CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE JOBSITE. 9. ALL CONTRACTORS SHALL CONTACT WESTFIELD TO DETERMINE THE BUILDNG OU,NER'S RULES FOR CONSTRUCTION, DELIVERIES, CONSTRUCTION TASKS TO BE PERFORMED OUTSIDE REGULAR BUSINESS HOURS ONLY, MD MY OTHER SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE WORK IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL (INCLUDING COST APPROVAL) MUST BE OBTAINED PRIOR TO THE EXECUTION OF MY WORK THE GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE - GENERATING CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME. 10. THE GENERAL CONTRACTOR, SUBCONTRACTORS, MD ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO DEFECTIVE AND /OR ILL -TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND /OR IMPROPER SCHEDULING OR DELINQUENT ORDERING, SHALL BE BONE BY THE PARTY RESPONSIBLE 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS FROM HIS OWN MD HIS SUBCONTRACTORS' WORK, CARPET AND TELECOMS INSTALLATION, ETC., AND PROVIDE FOR ITS REMOVAL FORM THE JOBSITE. 12. THE CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE. 13. THE CONTRACTOR SHALL PROVIDE PROTECTION DURING SITE WORK, DEMOLITION, AND CONSTRUCTION IN ACCORDANCE WITH IBC CHAPTER 33. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURNG CONSTRUCTION. MY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR 14. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR 1415 WORK UNTIL COMPLETION OF CONTRACTED WORK 15. THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT. THE HIGHEST POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE USED. lb. THE CONTRACTOR 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 RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS, OR ASSUME RILL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS. 11. ALL EXISTING MANUFACTURED ITEMS NOT BEING REMOVED SHALL BE REFURBISHED AS REQUIRED. MY LOOSE ITEMS TIGHTENED ( INCLUDNG, BUT NOT LIMITED TO, EXIT SIGNS, DOUNLIGHTS, SPEAKERS, MOLDINGS, ETC), AND MY 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 MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN CASE OF FIRE OR OTHER EMERGENCY. 19. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRICTION, ALL EXISTING EXIT SIGNS, EXIT LIGHTING, FIRE PROTECTION DEVISES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. 20. INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF WESTFIELD. 21. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, ELECTRICAL REQUIREMENTS, AND CHARACTERISTICS OF ALL WORK AND /OR EQUIPMENT SUPPLIED SY THE OWNER OR OTHERS PRIOR TO THE START OF RELATED WORK WITH 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, RELEASE 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 THE 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 SE RELOCATED ", AND /OR NEW ITEMS INSTALLED BY THE CONTRACTOR, IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRICTION, 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 THE 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 DRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL 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 FOR IN THE AGREEMENT UNDER "CHANGES IN THE WORK ". NO SUCH CLAIMS SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. 28. ALL 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 OS 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. ALL DIMENSIONS ARE FROM THE FACE OF STUD TO THE FACE OF STUD, UNA. 31. ALL WORK LISTED, SHOWN, OR IMPLIED ON MY CONSTRUCTION DOCUMENT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR UN.O. 32. ALL MATERIALS MD WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF A YEAR FROM THE ACCEPTANCE OF THE PROJECT BY THE OWNER UNLESS STATED OTHERWISE. 33. THE CONTRACTOR SHALL FLASH PATCH FOR CARPET INSTALLATION TO PROVIDE EVEN SURFACE 34. IN SOUND RATED ROOMS, ALL WALL AND FLOOR PENETRATIONS FOR PIPES, DUCTS AND OUTLETS SHALL BE SEALED WITH AN ACOUSTICAL SEALANT AND CONCEALED OR RECESSED FIXTURES SHALL BE COVERED OR BACKED WITH A SOUND ATTENUATION BLANKET. 35. THE CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING HANGERS, OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS, AND ALL OTHER ITEMS AS REQUIRED. 36. MAXIMUM ROOM OCCUPANT LOAD SIGNS SHALL BE FURNISHED 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. 39. 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. MY DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION 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 THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE WESTFIELD, IN WRITING OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE 44. THE CONTRACTOR SHALL PROVIDE AND INSTALL ROUGH PLUMBING AND FINAL HOOK -UP FOR ALL SPECIFIED FIXTURES AND APPLIANCES AND SHALL SUPPLY ALL SUCH FIXTURES AND APPLIANCES UN.O. 45. THE CONTRACTOR SHALL VERIFY REQUIRED LOCATION OF ALL NECESSARY ACCESS PANELS (IN PARTITIONS, FLOORS, OR CEILINGS) MD COORDINATE EXACT LOCATIONS WITH WESTFIELD PRIOR TO INSTALLATION. 46. PRIOR TO INSTALLATION OF CARPET AND WINDOW COVERING, THE CONTRACTOR SHALL MAINTAIN THE SPACE IN BROOM CLEAN CONDITION WHETHER OR NOT SUCH INSTALLATION IS THE CONTRACTOR'S RESPONSIBILITY. 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. 56. 51. 58. 59. THE CONTRACTOR SHALL PATCH, REPAIR REPLACE, AND /OR REFINISH EXISTING CONSTRUCTION AS NECESSARY TO RERJRBISH THE AREA OF WORK THE CONTRACTOR SHALL PROVIDE ALL WORK SHOWN ON THE DRAWINGS UNLESS SPECIFICALLY NOTED AS "NOT IN CONTRACT" (N.I.C.). THE BUILDING SHALL COMPLY WITH IBC CHAPTER 11 ACCESSIBILITY REQUIREMENTS AT ENTRANCE, PATH OF TRAVEL TO AREA OF WORK, AND RESTROOMS. 53. MY REVISIONS OR ADDITIONAL WORK REQUIRED BY THE TENANT, FIELD CONDITIONS, OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE OIIk4ER AND WESTFIELD BEFORE PROCEEDING, REGARDLESS OF COST, TIME, OR MATERIAL INCREASE. 54. BY ENTERING INTO AN AGREEMENT WITH WESTFIELD, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE JOBSITE, FAMILIARIZED HIMSELF WITH EXISTING CONDITIONS, AND NOTED ANY DISCREPANCIES WITH THE REQUIR 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 BEFORE ACCEPTANCE BY WESTFIELD, THE COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS REMOVED, MD ALL OTHER TOUCH UP COMPLETED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY STATE AND LOCAL BUILDING CODE. FIRE SPRINKLER CONTRACTOR SHALL DESIGN MD PROVIDE CERTIFIED SPRINKLER DRAWINGS FOR WESTFIELD'S APPROVAL THE CONTRACTOR SHALL HOLD HARMLESS THE BUILDING OWNER WESTFIELD, AND THEIR REPRESENTATIVES OF MY LEGAL ACTION ARISING AS A RESULT OF THE CONTRACTOR'S WORK 60. CONTRACTOR SHALL PROVIDE THREE (3) SETS OF SHOP DRAWINGS TO WESTFIELD FOR DESIGN APPROVAL AFTER HE HAS REVIEWED THEM FOR CONSTRUCTABILITY COORDINATION BETWEEN TRADES, AND CONFORMANCE WITH THE CONTRACT DOCUMENTS. 61. THE CONTRACTOR SHALL SUBMIT SAMPLES OF FINISH MATERIALS TO WESTFIELD FOR APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE WHOLLY LIABLE IF HE FAILS TO DO SO, WHETHER FINISHES ARE SPECIFIED CORRECTLY OR NCORRECTLY IN THE CONTRACT DOCUMENTS. 62. DAMAGE TO WORK SHALL BE REPAIRED BY THE TRADE WHOSE WORK IS DAMAGED MD CHARGED TO THE PARTY RESPONSIBLE FOR TI-E DAMAGE. 63. THESE DOCUMENTS INCORPORATE THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRICTION (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 OBTANED FROM WESTFIELD. 64. TAPE, BED, MD SAND SMOOTH ALL CORNERS AND JOINTS TO RECEIVE WALL FNISHES. S. PROVIDE WATER RESISTANT GYPSUM BOARD IN ALL TOILETS AND SHOWER ROOMS. 66. CONTRACTOR TO INFORM WESTFIELD WHEN CHALKLINE LAYOUT OF PARTITIONS IS COMPLETED SO THAT IT CM BE VERIFIED AND MY REQUIRED CHANGES MADE PRIOR TO CONSTRUCTION. 61. ALL PLUMBING FIXTURES SHALL BE SUPPLIED AND INSTALLED SY PLUMBING CONTRACTOR PLUMBING CONTRACTOR SHALL SUPPLY ALL NECESSARY INFORMATION ON REQUIRED CUTOUTS TO MILLWORK CONTRACTOR. b8. CONTRACTOR SHALL OBTAN SEPARATE PERMITS FOR MECHANICAL, ELECTRICAL, PLUMBING WORK, FIRE ALARM, AND SPRINKLER WORK Building Department Notes L ALL WORK SHALL CONFORM TO THE 2006 IBC, 2006 INTERNATIONAL PLUMBING CODE, 2006 INTERNATIONAL MECHANICAL CODE, AND THE 2006 INTERNATIONAL ELECTRICAL CODE, NTERNATIONAL AND ALL WASHINGTON STATE AMENDMENTS 2. THE FACILITIES INCLUDING, BUT NOT LIMITED TO, SANITARY FACILITIES, DRINKING FOUNTAINS, AND ELEVATORS ON ALL FLOORS, MUST COMPLY WITH ACCESSIBILITY REQUIR 3. TOILET FACILITIES SHALL BE IDENTIFIED BY SIGNAGE IN COMPLIANCE WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (IBC CHAPTER II). SUCH SIGNAGE SHALL BE SATIN ALUMINUM WITH BLOCK LETTERING MD SYMBOLS. 4. THE PATH OF TRAVEL FROM THE DESIGNATED HANDICAP PARKING SPACES AND THE PUBLIC SIDEWALK PROVIDES A FREE AND UNOBSTRUCTED PASSAGE FOR ACCESS TO AND EGRESS FROM THE AREA OF WORK 5. 6. 1. LIGHT AND CONTROL SWITCHES SHALL BE MOUNTED NOT MORE THAN 4' -0" ABOVE THE FLOOR OR WORKING PLATFORM. DOORS SHALL BE NOT LESS THAN 3' -0" IN WIDTH AND NOT LESS THAN 6' -8" IN HEIGHT. FLOORS OR LANDNGS,LOCATED AT A DOORWAY SHALL BE NOT MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD, WHICH SHALL HAVE A 1/4" MAXIMUM VERTICAL EDGE AND A CHANGE IN LEVEL NOT GREATER THAN 1:2. 8. A CLEAR AND LEVEL AREA SHALL BE PROVIDED ON EACH SIDE OF EXIT DOORS WITH A LENGTH OF AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" IN THE OPPOSITE DIRECTION, MEASURED AT RIGHT ANGLES THE DOOR IN ITS CLOSED POSITION. ALL OPERATING HARDWARE, UNA. SHALL BE OF LEVER TYPE TO COMPLY WITH ACCESSIBILITY REQUIREMENTS. THE BOTTOM 10" OF DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50 (IBC CHAPTER 10) EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OF MY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. EXIT DOORS SHALL BE SELF- CLOSING WITH A DOOR CLOSER SET SO THAT THE DOOR AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 10 DEGR TO WITHIN 3" OF THE LATCH. Fire Department Notes 1. THE CONTRACTOR SHALL SUPPLY AND INSTALL A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2 -AI013C WITHIN 15' -0" TRAVEL DISTANCE TO ALL PORTIONS OF THE FLOOR, AND ANY ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTOR. FIRE EXTINGUISHERS SHALL ALSO BE PROVIDED DURING CONSTRUCTION. 2. ALL INTERIOR FINISHES SHALL CONFORM WITH IBC CHAPTER 8. 3. DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT. CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXIT LIGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL BE CONCEALED BY DECORATIVE MATERIAL (IBC CHAPTER 8) 4. 5. b. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED AN END POINT FLAME SPREAD OF 200 FOR ALL OFFICES. INTERIOR WALL MD CEILING FINISHES FOR EXIT CORRIDORS AND STAIRWELLS SHALL NOT EXCEED A FLAME SPREAD CLASSIFICATION OF 15 (CLASS II). ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR FLAME - RETARDANT TREATED N AN APPROVED MANNER (CURTAIN, DRAPES, SHADES, ETC .). EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. 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. EMERGENCY LIGHTING SHALL GIVE A VALUE ON ONE FOOTCANDLE AT FLOOR LEVEL (IBC CHAPTER 10). 8. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THAT THEY ARE CLEARLY VISIBLE. 9. PROVIDE EXIT SIGNS WITH MINIMUM 6" HIGH BLOCK LETTERS WITH 3/4" STROKE ON A CONTRASTING BACKGROUND. INDICATE THE LOCATION OF EXIT SIGNS ON PLANS (IBC CHAPTER 10). 10. EXIT PATH LIGHTING SHALL BE PROVIDED AT STAIRWAY, HALLWAY, EXIT PASSAGEWAY, AND EGRESS TO A PUBLIC WAY WHENEVER THE BUILDING IS OCCUPIED. PER IBC CHAPTER 10 11. EMERGENCY LIGHTING SYSTEM IS REQUIRED AND MUST COMPLY WITH IBC 12. ALL FIRE ALAR!1 DEVICES SHALL BE LOCATED 48" ABOVE THE FLOOR 13. PROVIDE SMOKE DETECTION IN ALL CORRIDORS AND COMMON AREAS, NCLUDNG STAIRWELLS SERVING TWO OR MORE TENANTS (HEALTH AND SAFETY CODE 13113.1). ALTERATIONS TO THE FIRE AND LIFE SAFETY SYSTEM SHALL BE UNDER SEPARATE PERMIT FROM THE FIRE PREVENTION SECTION PLANS. PERMIT APPLICATIONS AND FEES SHALL BE SUBMITTED AND PERMIT APPROVAL SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF MY WORK ON THE FIRE MD LIFE SAFETY SYSTEM. 14. PROVIDE AN APPROVED FIRE ALARM SYSTEM WITH A DESCRIPTION OF SEQUENCE OF OPERATION AND LISTED LOCAL FIRE MARSHALL APPROVED EQUIPMENT. 15. SUBMIT THREE COMPLETE SETS OF PLANS TO ELECTRICAL DIVISION. DEPARTMENT I. PROVIDE AUTOMATIC FIRE EXTINGUISHING SYSTEM THROUGHOUT THE FLOOR. ALTERATIONS TO THE AUTOMATIC FIRE EXTINGUISHING SYSTEM SHALL BE UNDER SEPARATE PERMIT FROM THE FIRE PREVENTION SECTION PLANS. PERMIT APPLICATIONS AND FEES SHALL BE SUBMITTED MD PERMIT APPROVAL SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF MY WORK ON THE FIRE PROTECTION SYSTEM. Ii. SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION OF LOCAL BUILDING DEPARTMENT PRIOR TO SINTALLATION (IBC CHAPTER 9). IS. KEY- LOCKING HARDWARE MAY BE USED ON THE MAN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE 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 ". IS. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE AN APPROVED TYPE (IBC CHAPTER 10). 20. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE, AND ANY HAZARDOUS AREA OR GROUP "E" OCCUPANCY (IBC CHAPTER 10). 21. EXIT CORRIDORS, EXTERIOR EXIT BALCONIES, AND AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF 44" (IBC CHAPTER 10). 22. AN EXIT WALKWAY WITH A MNIMUM WIDTH 04 44" SHALL BE MAINTAINED CONTINUOUSLY TO A PUBLIC WAY (IBC CHAPTER 10). EXIT PATHS OR WALKWAYS TO PUBLIC WAY SHALL BE CLEARLY DELINEATED BY PAINTED LINES, RAILINGS, BARRIER POSTS, WALKS, OR OTHER APPROVED MEANS. 23. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE HVAC DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. Construction Notes 1. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK 2. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, LEASE LINES, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE BEGINNING WORK ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 3. THE ARCHITECT WILL HAVE A REPRESENTATIVE ON SITE, AT SCHEDULED MEETINGS AND SITE VISITS TO OBSERVE THE CONSTRICTION FOR COMPLIANCE WITH THE DESIGN INTENT AND TO ASSIST THE CONTRACTOR IN RESOLVING VARIATIONS IN THE EXISTING CONSTRICTION. THESE DOCUMENTS ADDRESS ALL KNOWN CONDITIONS, BUT IT IS ANTICIPATED THAT HIDDEN CONDITIONS WILL BE ENCOUNTERED DURING CONSTRICTION. THE ARCHITECT WILL OBSERVE ALL SUCH HIDDEN CONDITIONS AND ISSUE CLARIFICATIONS OR MODIFICATIONS OF THE DESIGN TO ADDRESS SUCH CONDITIONS AND WILL DOCUMENT ALL CHANGES. 4. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, MD ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB AND SQUARE. 5. DETAILED AND /OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. POSTED DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. 6 - ALL ATTACHMENTS, CONNECTIONS AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL. 1. DETAILS SHOWN N THESE DRAWINGS ARE TYPICAL MD WILL APPLY UNLESS OTHERWISE NOTED OR SHOWN. DETAILS OF CONSTRICTION NOT FULLY SHOWN ARE TO BE OF THE SAME NATURE AS THOSE DRAWN FOR SIMILAR CONDITIONS. a CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED, IN ITS ENTIRETY TO LEVEL OF SATISFACTION OF ARCHITECT. 9. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER INCLUDING: SITE ACCESS, MATERIALS STORAGE AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY OR DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER 10. ALL INTERIOR GWB IS I" TYPE X ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR WATER RESISTANT GWB. 11. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 12. PROVIDE ONE TYPE 5E-2A-1013C FIRE EXTINGUISHER PER 3000 SF AND NOT MORE THAN 15 FT OF TRAVEL DISTANCE, 13. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT AT NONRATED PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATES PARTITIONS. 14. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL, MD PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE, AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL 15. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 16. FURNISH MD INSTALL THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTORS SHALL OBTAIN ALL NECESSARY PERMITS. 11. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA MD LOCAL CODES AS REQUIRED. 18. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 19. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT MD CASEWORK WALL TYPES WALL TYPE 3 ASSEMBLY (EXISTING) - 5/8" TYPE X GLIB 6" (16 GA.) METAL STUD FRAMING AT 12" O.C. - 5/8" EXTERIOR SHEATHING - BUILDING PAPER - STUCCO WEEP MAT - METAL LATH - SCRATCH AND BROUN COAT - THIN BRICK VENEER 0 FLOOR PLAN KEY NOTES NOTES SHALL BE TYPICAL FOR EACH SHEET ■ Ol 03 04 01 08 CONTRACTOR SHALL REMOVE (IN REUSABLE MANNER) EXISTING SLIDING DOOR AND FRAME IN IT'S ENTIRETY AND RELOCATE TO NEW LOCATION± INCLUDING BUT NOT LIMITED TO,' HARDWARE, POWER LOCKS, THRESHHOLD, FIRE ALARM RELAY TO PROVIDE A FULLY FUNCTIONAL EGRESS DOOR CONTRACTOR SHALL REMOVE (N REUSABLE MANNER) EXISTING SWING DOOR AND FRAME IN ITS ENTIRETY AND RELOCATED TO NEW LOCATIONt INCLUDING BUT NOT LIMITED TO, HARDWARE, LOCKS, THRESHHOLD, AND CONNECTIONS, TO PROVIDE A FULLY RNCTIONAL EGRESS DOOR. CONTRACTOR SHALL FURNISH AND INSTALL POWER OPERATOR FOR ADA ACCESS DOOR POWER TO BE CONNECTED TO ADA ACUATOR LOCATED PER PLAN. INSTALLATION OF OPERATOR SHALL INCLUDE ALL POWER AND ASSOCIATED HARDWARE FOR FULLY RINCTIONAL POWER OPERATED DOOR CONTRACTOR SHALL FURNISH AND INSTALL SURFACE MOUNTED ADA ACTUATOR AT 36" AFF AT LOCATION DESIGNATED WITHIN PLAN. CONTRACTOR SHALL INSTALL ALL POWER AND REQUIRED CONNECTIONS TO ADA DOOR CONTRACTOR SHALL RJRNISH AND INSTALL CONTINUOUS ALUMINUM THRESHHOLD ACROSS ENTIRE ENTRY AND FULL WIDTH OF STOREFRONT /CURTAIN WALL ASSEMBLY. THRESHHOLD SHALL COVER THE JOINT BETWEEN THE TWO SLABS AND BE SET IS SEALANT. CONTRACTOR SHALL FURNISH AND INSTALL SURFACE MOUNTED LIGHT FIXTURE TO MATCH EXISTING FIXTURE ON OPPOSITE SIDE OF VESTIBULE. FIXTURE SHALL BE MOUNTED AT SAME HEIGHT MD RESPECTIVE LOCATION AS EXISTING. CONTRACTOR SHALL INSTALL FLOOR TILE OVER THIN SET IN SAME PATTERN AND SHAPE AS THE ADJACENT FLOOR TILE AT EACH ENTRY. TILE SHALL BE JURUSALEM GREY OBTAINED FROM OWNERS STOCK CONTRACTOR SHALL VERIFY QUANTITIES OF AVAILABLE TILE PRIOR TO INSTALLATION OF MATERIALS. CONTRACTOR SHALL RELOCATE EXISTING DOWNSPOUT AND RECONNECT TO EXISTING STORM DRAIN. CONTRACTOR SHALL FURNISH MD INSTALL RECESSED WALK OFF MAT WITH INTEGRAL DRAIN AND CONNECT TO ADJACENT RUJL DRAIN PER MECHANICAL. ALL WORK ASSOCIATED WITH RECESSED WALK OFF MAT AND DRAIN SHALL BE ALL INCLUSIVE WITHIN ALTERNATE N. RE: MECHANICAL OZ3 KEY - LEGEND N ci - EXISTING DOOR - NEW DOOR - EGRESS PATH EXISTING WALL - EGRESS CAPACITY EX - EGRESS EXIT - ADA ACTUATOR BUTTON REVIEWED FO Fr CODE COMPLIANCE APPROVED DEC 16 2009 City of Tukwila BUILDING DIVISION So'uthcenter H ess SO"t"eaater Pad oy TIdc.k. WA.. 98- 206 -246 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 MIS CRANING IS AN NSIRU"ENT OF SERNCE, IS 1HE PROPERTY OF 1HE ARCHITECT MD MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION MD UNLESS 1HE REPRODUCTION CARRIES THE ARCHITECTS NAME ALL OF-SIGN MD OTHER INFORMATION SHOWN ON 1HE DRAWING ARE FOR USE CN THE SPECIFIED PROJECT ONLY MD 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: w Z w U Co ili O Z Co CO w Q� � O W CO H W PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ GENERAL NOTES AND DETAILS RECEIVED NOV 0 5 2009 PERMIT CENTER A0.1 SMSA #0921 (E) BRICK VENEER WALLASSEMBLY ALUMINUM CURTAIN WALL AND INSULATED GLAZING FULLY WELD CORNER AND GRIND SMOOTH FOR PAINT BOTTOM OF STEEL 11' -3" HEAD HEIGHT 8' -0" FINISH FLOOR 0' -0" (E) BRICK VENEER BEYOND (E) STONE BAND I BEYOND - CONTRACTOR SHALL CUT SACK STONE FOR JAMB ATTACHMENT - TYP. (E) STONE BAND ' BEYOND - CONTRACTOR SHALL CUT BACK STONE FOR JAMB ATTACHMENT - TYP. 1 1 N (E) SWING DOOR RELOCATED TO SOUTH OF VESTIBULE 47 4 -1 3/4 aftimm I -` 0.1•1' I 1 \ (E) FLOOR TILE TO BE PROTECTED THROUGHOUT CONSTRUCTION / / / / / / / / / / / / (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION 1' -8" PARTIAL FLOOR PLAN - WEST VESTBULE 1/2" = 1' -0" (E) SWING DOOR RELOCATED TO SOUTH OF VESTIBULE RE: KEY NOTE I WEST ELEVATION - WEST VESTIBULE 1/2" = 1' -0" EXISTING MALL ENTRY VESTIBULE MALL ENTRY \� I / ME1 -1B / / / / (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION RE: KEY NOTE 2 24' -4 \ 23' -8" +18 -8" \ \ / / / SIM. / / / / J, z 1 •wsr. I I mow* ALTERNATE °I: 1' -8" (E) CANOPY ABOVE SWING DOOR WITH ADA OPERATOR .011111 I I M.., ALUMINUM STOREFRONT FRAME AND INSULATED GLAZING NOTES: L ALUMINUM STOREFRONT SHALL BE KAWNEER TRI -FAB 451, FRONT GLAZED WITH 1" INSULATED GLAZING. 2. ALUMINUM CURTAIN WALL SHALL SE KAWNEER 1600 (2 1/2" X 1 1/r), FRONT GLAZED WITH 1" INSULATED GLAZING. 3. ENTRANCES SHALL MATCH EXISTING ENTRANCES IN STYLE, SHAPE, SIZE, COLOR HARDWARE (UN.O.) WITH WIDE STYLE FRAME INCLUDING 10" BOTTOM RAIL. KAWNEER 500 STANDARD ENTRANCE. GLAZING WITHIN DOORS SHALL BE 1 / 4" TEMPERED GLAZING. 4. ALL ALUMINUM AND FF. GALVANIZED SHEET METAL FINISH SHALL BE 'SANDSTONE' TO MATCH EXISTING FINISHES. 5. GLAZING SHALL BE SOLARBAN 10, VISIBLE LIGHT TRANSMISSION 63%, U -VALUE WINTER - 02S, U -VALUE SUMMER - 021, SHGC: 021 AND SHADING COEFFICIENT OF 0.31. \ / / / / / / / \ SIM. -- � - - r / / 111 u w / 4 -5 +2 1 -6 81' - (E) SWING RELOCATED TO SOUTH ELEVATION r 47 owww I I ENO f RELOCATED SWING DOOR (E) SWING RELOCATED TO SOUTH ELEVATION RE: KEY NOTE 1 Z9 cfl (E) BRICK VENEER WALL ALUMINUM CURTAIN WALL FRAME AND INSULATED GLAZING (E) STEEL CANOPY STRUCTURE OUTRIGGER (E) GLASS CANOPY 4x5 TUBE STEEL PAINTED- SANDSTONE RE: STRUCTURAL INSULATED GLAZING TYP. (E) BRICK VENEER WALL ASSEMBLY METAL INFILL PANEL ALUMINUM CURTAIN WALL INSULATED GLAZING TYP. PANIC BAR - TYPICAL AT EACH DOOR MOUNT CENTERLINE 40" AFF 444 44 4 4 4 .a i4 ... . . 1,44 4■..4..4:.■4::60114 (E) GLASS CANOPY (E) STEEL STRUCTURE GLIB FINISH TO MATCH (E) (E) TUBE STEEL INSULATED GLAZING (TYP.) METL INFILL PANEL ALUMINUM / GLASS DOOR ALTERNATE 1 1: RECESSED WALK OFF MAT AND DRAIN RE: MACHANICAL REINFORCED CONCRETE SLAB RE: STRUCTURAL \ / \ \ \ /\ \/\ A V' / \ \ / \\ \ \ r < V ' / \ \. \ / / // �/ \ \ \ \/\ \/\//,/1/2\ \ \� \ \\/ / // \ \ \ \ /. 4" GRAVEL BASE WITH VAPOR RETARDER ALTERNATE •2 RADIANT FLOOR HEATING AT NEW SLAB. RE: MECHANICAL INSULATED GLAZING TYPICAL METAL INFILL PANEL TYPICAL ALUMINUM CURTAIN WALL FRAMING TYPICAL INSULATED GLAZING TYPICAL ALUMINUM CURTAIN WALL SILL TYPICAL SECTION - WEST VESTIBULE 1/2" = 1' -0" // SOUTH ELEVATION - WEST VESTIBULE 1/2" = 1' -0" 4x8 TUBE STEEL RE: STRUCTURAL PAINT SANDSTONE ALUMINUM CURTAIN WALL W/ INSULATED GLAZING (E) SLIDING DOOR HEAD ASSEMBLY AND ELECTRICAL AND FIRE ALARM COMPONENTS RELOCATED TO SOUTH ELEVATION (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION THICKENED EDGE SLAB RE: STRUCTURAL (E) STEEL CANOPY OUTRIGGER (E) GLASS CANOPY - CONTRACTOR SHALL REMOVE AND REINSTALL GLAZING AS REQURED FOR NEW CONSTUCTION. BOTTOM OF STEEL 11' -3" HEAD HEIGHT 8 - 0 " FINISH FLOOR 0 1_ 0 11 SECOND LEVEL (4685') BOTTOM OF STEEL 1I' -3" HEAD HEIGHT 8 - 0 " FINISH FLOOR 0 1 - (E) GLASS CANOPY ALUMINUM FRAME - CONTRACTOR SAHLL REMOVE AND REINSTALL FRAME AS REQUIRED FOR NEW CONSTRUCTION Doi - j3G REVIEWED POP CODE COMPLIANCE APPROVED DEC 16 2009 City of Tukwila BUILDING DIVISION 833 SaathceIter Parkway 1II1wla. WA.. 98188-2888 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 CRANING IS AN INSTRUMENT OF SERVICE. IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. AU. DESCH AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OIHERNISE 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 -2979 ISSUE ISSUE DATE: PROJECT MANAGER WEJ w z w Ce v I Oz� cn w E— Q J � - O 0 d � W � , LL F- U) L.L.1 PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ FLOOR PLAN SECTION CX ELEVATIONS RECEIVED Nov 0 5 2009 PERMIT CENTER A1.0 SMSA #0921 (E) 10 112" CURTAIN WALL AND GLAZING (E) ALUMINUM ENTRY DOOR TO REMAIN (E) STEEL OUTRIGGERS (E) METAL CLAD CANOPY (E) CURTAIN WALL (E) ENTRY DOOR COD A D Ci BUIL 6" CURTAIN WALL AND GLAZING 1 1/2" CURTAIN WAL AND GLAZING I ME2 -1F (E) COLUMN COVER PARTIAL FLOOR PLAN - CENTER VESTIBULE 1/4" = 1' -0" (E) SLIDING DOOR RELOCATED TO SOUTH SOUTH ELEVATION - CENTER VESTIBL' 1/4" = 1' -0" 6" CURTAIN AND GLAZING ME2 -I3 9 N N N N./ 1 ALTER•ATE d Lu THROUGHOUT CONSTRUCTION FF GALV. SHEET METAL FLASHING - COLOR TO BE SANDSTONE 12' -8" (E) METAL CLAD OUTRIGGERS TYPICAL OF 4 (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION (E) METAL CL CO N N N N N ME2 - I N EXISTING 6" CURTAIN AND MALL ENTRY GLAZING 38-8" ICI • 8 13 ® 77f.® I I I L am® so ME2 -1G ME2 -1H a A al I VELE \ MALL EN N IMO 12' -8" (E) METAL CLAD CO -UMN COVER 6" CURTAIN AND GLAZING (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION Lf 6" DEEP CURTAIN WALL ADA ACCESS DOOR ALTERNATE M: 6' -8" STEEL 1LF INFILL COPE AROUND EXISTING STEEL FLANGES - TYPICAL RE: STRUCTURAL aimmun • llama (E) PANIC BAR - TYPICAL AT EACH DOOR MOUNT CENTERLINE 40" AF (E) DOOR AND FRAME (E) METAL CLAD COLUMN COVER (E) GLASS CANOPY ABOVE (E) GLASS CANOPY (E) I0)¢" CURTAIN AND GLAZING (E) ALUMINUM ENTRY DOORS TO REMAIN NOTES: L ALUMINUM CURTAIN AT NORTH WALL LOCATED AT PREVIOUS OPENINGS OF SLIDING DOORS SHALL BE KAWNEER 1600 (2 1/2" X 6 "), FRONT GLAZED WITH I" INSULATED GLAZING TO MATCH ADJACENT FRAME INFILL DEPTH 2. SOUTH VESTIBULE ALUMINUM CURTAIN WALL SHALL BE KAWNEER 1600 (2 1/2" X 10 1/2 "), FRONT GLAZED WITH I" INSULATED GLAZING. 3. EAST AND WEST VESTIBULE ALUMINUM CURTAIN WALL SHALL BE KAU VEER 1600 (2 1/2" X 6 "), FRONT GLAZED WITH I" INSULATED GLAZING. 4. ENTRANCES SHALL MATCH EXISTING ENTRANCES IN STYLE, SHAPE, SIZE, COLOR, HARDWARE (UNA.) WITH WIDE STYLE FRAME INCLUDING 10" BOTTOM RAIL. KAWNEER 500 STANDARD ENTRANCE. GLAZING WITHIN DOORS SHALL BE 1 / 4" TEMPERED GLAZING. 5. ALL ALUMINUM AND FF. GALVANIZED SHEET METAL FINISH SHALL BE 'SANDSTONE' TO MATCH EXISTING FINISHES. 6. GLAZING SHALL BE SOLARBAN 10, VISIBLE LIGHT TRANSMISSION 63 %, U -VALUE WINTER - 029, U -VALUE SUMMER - 021, SHGC: 021 AND SHADING COEFFICIENT OF 031. IEWED FOR COMPLIANCE PROVED C 16 2009 of Tukwila ING DIVISION Soutflcen WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS GRIMING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPROOUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME AU. DESR,N AND OTHER INFORMATION 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 Sum! 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 ISSUE ISSUE DATE: 633 SouthaMar Rahway TukwI WA.. 96168 -2e86 206- 246 -0423 PROJECT MANAGER WEJ H u) w PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ FLOOR PLAN ELEVATIONS RECEIVED NOV 0 5 2009 PERMIT CENTER A2.0 SMSA #0921 (E) GUTTER TO BE SEALE WATER TIGHT WIN END CAP FF GALV. SHEET METAL FLASHING AND END CAP V REVEAL SEALANT AT (E) CURTAIN WALL CAP (E) CURTAIN WALL V REVEAL ALUMINUM ENTRY SWING DOOR FF GALV. SHEET METAL CLADDING - COLOR TO BE SANDSTONE RELOCATE (E) DOWNSPOUT TO OUTSIDE OF VESTIBULE AND CONNECT TO STORM DRAIN (E) METAL CLAD COLUMN COVER TO REMAIN COMPRESSIBLE SILICONE OPEN CELL FOAM JOINT FILLER FF GALV. SHEET METAL FLASHING WITH CLEAT SET IN GLAZED CURTAIN WALL (E) CURTAIN WALL SWING DOOR (E) SLAB ON GRADE INSTALL STONE TILE FROM OWNERS STOCK MATERIAL SIM. WEST ELEVATION- CENTER VESTIBULE 1/2" = 1' -0" FF. GALVANIZED SHEET METAL FLASHING (E) GUTTER TO BE SEALED WATER -TIGHT SECTION- CENTER VESTIBULE 1/2" = 1' -0" (E) GLASS CANOPY AND ALUMINUM FRAME (E) STEEL STRUCTURE - OUTRIGGERS (E) METAL CLAD CANOPY OUTRIGGER TOP OF CURTAIN WALL I2' -6" (FIELD VERIFY) ALUMINUM CURTAIN WALL W/ INSULATED GLAZING (TYP) METAL INFILL PANEL TYPICAL k -- HEAD HEIGHT 8' -0" ALUMINUM BREAK METAL CORNER - PANT SANDSTONE ALUMINUM CURTAIN WALL WITH INSULATED GLAZING - TYPICAL (E) GLASS CANOPY (E) STEEL STRUCTURE (E) METAL CLAD CANOPY ALUMINUM CURTAIN WALL W/ INSULATED GLAZING (TYP.) BREAKAWAY SLIDING GLASS DOOR ALTERNATE '1: RECESSED WALK OFF MAT AND DRAIN RE: MECHANICAL RENFORCED CONCRETE SLAB W/ THICKENED EDGE ALTERNATE RADIANT HEATED SLAB ON GRADE - RE: MECHANICAL FINISH FLOOR 0' -0" TOP OF CURTAIN WALL 12' -6" (FIELD VERIFY) HEAD HEIGHT 8' -0" FINISH FLOOR 0' -0" (E) GLASS CANOPY AND ALUMINUM FRAME (E) STEEL STRUCTURE - OUTRIGGERS (E) METAL CLAD CANOPY OUTRIGGER TOP OF CURTAIN WALL I2' -6" (FIELD VERIFY) 14) HEAD HEIGHT 8' -0" FINISH FLOOR 0' -0" ALUMINUM CURTAIN WALL W/ INSULATED GLAZING (TYP) ALUMINUM BREAK METAL CORNER - PAINT SANDSTONE ALUMINUM CURTAIN WALL WITH INSULATED GLAZING - TYPICAL EAST ELEVATION- CENTER VESTIBULE 1/2" = 1' -0" WF COPE TO FIT TO (E) WF WELD ALL SIDE PAINT - SANDSTONE RE: STRUCTURAL (E) LIGHT FIXTURE RELOCATE TO ALLOW SPACING FOR CURTAIN WALL ATTACHMENT CURTAIN WALL HEAD ATTACHMENT AT REQUIRED SPACING PER MANUFACTURER (E) GLASS - CUT AROUND NEW CURTAIN WALL ATTACHMENTS SHIM AS REQUIRED METAL INFILL PANEL TYPICAL 3" = 1' -0" HEAD DETAIL 44.1 SIM. SIN. (E) WF TO REMAIN SEALANT AT (E) METAL CLADDING (E) METAL CLAD COVER (E) TUBE STEEL TO REMAIN INSULATED GLAZING (E) SKYLIGHT AND GLAZING - CONTRACTOR TO REMOVE AND REINSTALL AS REQUIRED FOR NEW CONSTRICTION BACKER ROD AND SEALANT ALUMINUM CURTAIN WALL FRAME (E) GUTTER TO BE SEALED WATER TIGHT WITH END CAP FF GALV. SHEET METAL FLASHING AND END CAP REVEAL SEALANT AT (E) CURTAIN WALL CAP (E) CURTAIN WALL FF GALV. SHEET METAL CLADDING COLOR TO BE SANDSTONE ALUMINUM ENTRY SWING DOOR RELOCATE (E) DOWNSPOUT TO OUTSIDE OF VESTIBULE AND CONNECT TO STORM DRAIN (E) METAL CLAD COLUMN COVER TO REMAIN i) 2.3 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2009 City of Tukwila BUILDING DIVISInN 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 11IS DRAWING IS AN INSTRUMENT OF SERVICE, IS 1HE PROPERTY OF THE ARCHITECT AND MAY NOT DE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPROOUCRON CARRIES THE ARCHITECTS NAME. AU. DESIGN AND OTHER WFORHARON MOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROICT ONLY AND SHALL NOT BE USED OTHERWISE YATHOUT 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: 833 SOUthCIUUer Partway Tukwila. WA.. 98188 -2888 208 -248 -0423 PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ SECTION ELEVATIONS RECEIVED NOV 0 5 2009 PERMIT CENTER A2.1 S M SA #0921 (E) BRICK VENEER WALL CURTAIN IWALL AND INSULATE GLAZING NORTH (E) STEEL OUTRIGGER (E) GLASS CANOPY - CONTRACTOR SHALL REMOVE AND REINSTALL GLAZING AND ALUMINUM FRAME AS REQUIRED FOR NEW CONSTRUCITN BENT PLATE PRE - PRIMED AND PAINTED TO MATCH (E) BOTTOM OF STEEL RE: STRUCTURAL 11' -3" (FIELD VERIFY) HEAD HEIGHT 8 1_ 0 N (E) STONE BAND - CONTRACTOR TO CUT BACK AT JAMB FOR SECURE CONNECTION FNISH FLOOR 0-0" INSULATED GLAZING (TYP) ALUMINUM CURTAIN WALL METAL INFILL PANEL TO MATCH (C) INSULATED GLAZING (TYP.) ALUMINUM CURTAIN WALL (E) STONE BAND/UTAINSCOT- CONTRACTOR TO CUT BACK AT JAMB FOR SECURE CONNECTION ALUMINUM CURTAIN WALL SILL - TYPICAL 1/2" = 1' -0" (E) SWING DOOR RELOCATED TO SOUTH OF VESTIBULE RE: KEY NOTE 1 ' PARTIAL FLOOR PLAN - EAST VESTIBULE 1/2" = 1' -0" 3' -10" (E) FLOOR TILE TO BE PROTECTED THROUGHOUT CONSTRUCTION WEST ELEVATION - EAST VESTIBULE (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION RE: KEY NOTE 2 3' -10" EXISTING MALL ENTRY 1 003 1 FULLY WELD CORNER AND GRIND SMOOTH FOR PAINT BOTTOM OF STEEL Il' -3" (E) BRICK VENEER BEYOND HEAD HEIGHT 8' -0" FINISH FLOOR 0' -0" 3' -10" (E) STONE BAND ' BEYOND - CONTRACTOR SHALL CUT BACK STONE FOR JAMB ATTACHMENT - TYP. (E) STONE BAND BEYOND - CONTRACTOR SHALL CUT BACK STONE FOR JAMB ATTACHMENT - TYP. EXIT Se 24' -6" 3' -10" 7 / / / I I Mew 3' -10" (E) SWING DOOR RELOCATED TO SOUTH OF VESTIBULE RE: KEY NOTE 1 ALUMINUM STOREFRONT FRAME AND INSULATED GLAZING 3' -10" 440 CURTAIN WALL AND INSULATED GLAZING NOTES: 1. ALUMINUM STOREFRONT SHALL BE KAWNEER TRI -FAB 451, FRONT GLAZED WITH 1" INSULATED GLAZING. 2. ALUMINUM CURTAIN WALL SHALL BE KAWNEER 1600 (2 1/2" X 1 1/2 "), FRONT GLAZED WITH 1" INSULATED GLAZING. 3. ENTRANCES SHALL MATCH EXISTING ENTRANCES IN STYLE, SHAPE, SIZE, COLOR, HARDWARE (UNA.) WITH WIDE STYLE FRAME INCLUDING 10" BOTTOM RAIL. KAWNEER 500 STANDARD ENTRANCE. GLAZING WITHIN DOORS SHALL BE I / 4" TEMPERED GLAZING. 4. ALL ALUMINUM MD F.F. GALVANIZED SHEET METAL FINISH SHALL BE 'SANDSTONE' TO MATCH EXISTING FINISHES. 5. GLAZING SHALL BE SOLARBAN 10, VISIBLE LIGHT TRANSMISSION 63%, U -VALUE WINTER - 029, U- VALUE SUMMER - 021, 514G0: 021 AND SHADING COEFFICIENT OF 0.31. // r i / i %/ ' (E) SWING DOOR RELOCATED TO SOUTH OF VESTIBULE RE: KEY NOTE I C (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION RE: KEY NOTE 2 1/2" = 1' -0" i i i i / i i i \ / 3.0 1 I SOUTH ELEVATION - EAST VESTIBULE f \ i Aa/11.4111/1■∎ ∎ AAAOdi0i0iiii iRL4i4i1iiiiiiiii4i4i d LA00Ai0iP0i0i4i0i1iM (E) GLASS CANOPY (E) STEEL STRICTURE GWB FINISH TO MATCH (E) (E) TUBE STEEL INSULATED GLAZING (TYP.) METL INFILL PANEL ALUMINUM / GLASS DOOR REINFORCED CONCRETE SLAB RE: STRUCTURAL ALTERNATE 6 1: RECESSED WALK OFF MAT AND DRAIN RE: MACHANICAL d /\\/\\/\/\\/\ / \ \ / \ / \ / \ \ / \ \ \ / \ \ / \ \ / \ \ / \ / / , / / \ / \ / / \ / / \ // \ / \ \ / \\ 4" GRAVEL BASE WITH VAPOR RETARDER ALTERNATE '2 RADIANT FLOOR HEATNG AT NEW SLAB. RE: MECHANICAL (E) SWING RELOCATED TO SOUTH ELEVATION RE: KEY NOTE I IMMIRIONEwn � \/\\//�7 / / %\ \ / \ // � % \ /A i ce /i ce (E) GLASS CANOPY - CONTRACTOR SHALL REMOVE AND REINSTALL GLAZING AND ALUMINUM FRAME AS REQUIRED FOR NEW CONSTRUCITN (E) OUTRIGGERS (E) STONE SAND CUT TO ATTACH JAMB OF CURTAIN WALL (E) BRICK VENEER TYPICAL 4x8 TUBE STEEL RE: STRUCTURAL PAINT SANDSTONE (E) STONE BAND CUT TO. ATTACH JAMB OF CURTAIN WALL FULLY WELD CORNER AND GRIND SMOOTH FOR PAINT (E) BRICK VENEER WALL METAL NFILL PANEL TO MATCH EXISTING ALUMINUM CURTAIN WALL INSULATED GLAZING TYP. PANIC BAR - TYPICAL AT EACH DOOR MOUNT CENTERLINE 40" AFF REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2009 City of Tukwila BUILDING DIVISION SECTION - EAST VESTIBULE 1/2" = 1' -0" _� �� � ° ' . . \%< � / \ i\/\/\i\/\ / \/\ , 4x8 TUBE STEEL RE: STRUCTURAL PAINT SANDSTONE _ BOTTOM OF STEEL 4) 1i' -3" (FIELD VERIFY) ALUMINUM CURTAIN WALL W/ INSULATED GLAZING (E) SLIDING DOOR HEAD ASSEMBLY AND ELECTRICAL AND FIRE ALARM COMPONENTS RELOCATED TO SOUTH ELEVATION (E) SLIDING DOOR RELOCATED TO SOUTH ELEVATION ALUMINUM CURTAIN WALL AND GLAZNG BEYOND THICKENED EDGE SLAB RE: STRUCTURAL INSULATED GLAZING (TYP.) ALUMINUM CURTAIN WALL METAL NFILL PANEk TO MATCH (E) INSULATED GLAZING (TYP.) ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL SILL - TYPICAL SECOND LEVEL 11' -0" (46.85') HEAD HEIGHT 8 -0n FINISH FLOOR (E) STEEL OUTRIGGER (E) GLASS CANOPY - CONTRACTOR SHALL REMOVE AND REINSTALL GLAZING AND ALUMINUM FRAME AS REQUIRED FOR NEW CONSTRUCITN BENT PLATE PRE- PRIMED AND PAINTED TO MATCH (E) RE: STRUCTURAL BOTTOM OF STEEL 11 -3" (FIELD VERIFY) HEAD HEIGHT (E) STONE BAND - CONTRACTOR TO CUT SACK AT JAMB FOR SECURE CONNECTION bo9- .13 0 - 0 " S' -0" f-- (E) STONE BANDAUAINSCOT- CONTRACTOR TO CUT BACK AT JAMB FOR SECURE CONNECTION FINISH FLOOR at_0" EAST ELEVATION - EAST VESTIBULE 1/2" = 1' -0" 633 Southcant&r PR�(..Y TMIIda, WA.. 98118 -2DEE 206 -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 NAY NOT DE REPRODUCED YnHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. AM. OESCH AND OTHER INFORMATION SHOWN CN DE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERT SSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUMS 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 ISSUE ISSUE DATE: (1) W m (1) W >- Ce F-- z w 0 w F- w PROJECT MANAGER WEJ w z w U � W � O Z c74 cn w Q Q J � � O W I LL F— W PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ FLOOR PLAN SECTION ELEVATIONS RECEIVED NOV 0 5 2009 mum CENTEC;. A3.0 SMSA #0921 C } p4 I A ►• . ALUMINUM DOOR CURTAIN WALL DETAIL 3" = 1' -0" JAMB (E) WALL ASSEMBLY BACKER ROD AND SEALANT – ALUMINUM STOREFRONT FRAME Y 1/2" 1 1/2" CURTAIN WALL DETAIL 3" = 1' -0" CORNER sr (E) BRICK VENEER WALL ASSEMBLY BACKER ROD AND SEALANT TYPICAL EA. SIDE v— ALUMINUM CURTAIN WALL INSULATED GLAZING INSULATED GLAZING ALUMINUM CURTAIN WALL FRAME CORNER ASSEMBLY STOREFRONT DOOR DETAIL 3" = 1' -0" JAMB INSULATED GLAZING r GWB AT JAMB TO BE PATCHED MD PAINTED TO MATCH (E) FININSI4 BACKER ROD AND SEALANT CONTINUOUS HINGE TYP. RELOCATED INSULATED GLAZING ALUMINUM STOREFRONT FRAME INSULATED GLAZING ALUMINUM ENTRY DOOR ON MANUAL HOLD OPEN (MEDIUM STYLE) ALUMINUM THRESHOLD SET IN SEALANT (E) ALUMINUM CURTAIN WALL CONTINUOUS HINGE - TYP. ALUMINUM DOOR CURTAIN WALL DETAIL 3" = 1' -0" JAMB ALUMINUM STOREFRONT FRAME INSULATED GLAZING STOREFRONT DOOR DETAIL 3" = 1' -0" JAMB BACKER ROD AND SEALANT ALUMINUM STOREFRONT FRAME WITH ALUMINUM INFILL DOOR SWING STOREFRONT DOOR DETAIL 3" = 1' -0" JAMB (E) WALL ASSEMBLY BACKER ROD AND SEALANT INSULATED GLAZING – ALUMINUM CURTAIN WALL BACKER ROD AND SEALANT (E) BRICK VENEER WALL ASSEMBLY 3" = 1' -0" CURTAIN WALL DETAIL 3" = 1' -0" JAMB /2 " I I I I I 1 I I I I I I (E) RELOCATED SLIDING DOOR FRAME CURTAIN WALL DETAIL 3" = 1' -0" JAMB t((((TQ(4 ((NO(((((T (O Co CANOPY DETAIL ALUMINUM THRESHOLD SET IN SEALANT (E) ALUMINUM CURTAIN WALL FRAME RELOCATED AT NEW LOCATION PER PLAN (E) RELOCATED BREAKAWAY SLIDING DOOR (E) BRICK EXTERIOR WALL (E) BUILDING PAPER / BLUE SKIN OVERLAP FLASHING (SANDSTONE) PRE- FINISHED MTL. FLASHING BACKER ROD AND SEALANT FF. GALV SHEET METAL FLASHING WITH CLEAT AND SEALANT FF. GALV SHEET METAL FLASHING OVER ALUMINUM FRAMING SET IN BUTYL TAPE MD FASTENED WITH EPDM GASKETED FASTENER (E) CANOPY GLAZING AND ALUMINUM - CONTRACTOR TO REMOVE AND REINSTALL AS REQUIRED FOR CONST. FILLER SEALANT (E) WT. SHAPE (E) METAL FLASHING (E) BACKER ROD AND SEALANT CURTAIN WALL ANCHOR PER MANUFACTURER (E) BRICK EXTERIOR WALL BEYOND • Zo CURTAIN WALL HEAD DETAIL 3" = 1' -0" CUT IN FLASHING AT BRICK JOINT AND INSTALL BACKER ROD AND SEALANT FF. GALV SHEET METAL FLASHING BEYOND FF. GALV SHEET METAL FLASHING OVER ALUMINUM FRAMING SET IN BUTYL TAPE AND FASTENED WITH EPDM GASKETED FASTENER (E) CANOPY GLAZING AND ALUMINUM - CONTRACTOR TO REMOVE AND REINSTALL AS REQUIRED FOR CONST. FILLER SEALANT (E) WT. SHAPE aX4TUBE SCRIBE AROUND (E) WT AND FULLY WELD RE: STRUCTURAL PAINT SANDSTONE I / 4" BENT PLATE WELD TO TUBE STEEL RE: STRUCTURAL PAINT SANDSTONE ALUMINUM BREAK METAL CLOSURE HEAD PIECE , SACKER ROD AND SEALANT TYPICAL EACH SIDE ALUMINUM CURTAIN WALL AND INSULATED GLAZING ( 9---47(9p REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2009 City of Tukwila BUILDING DIVISIou S `u th een ter 833 southeenter P° Tukwila. WA.. 96166— 6 206 -216 -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 Cr SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT DE REPR(1WCED WITHOUT 111E ARCNIIECTS PERMISSON AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN ANO OTHER REcIO1A110N SHOW ON THE DRANNIG ARE FOR USE CM 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: w F- z w f x CO U O Z 0) cn w Q �� CI d n LLJ F- w PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ DETAILS RECEIVED NOV 0 5 2009 PERMIT CENTER A4.0 S M SA #0921 (E) RELOCATED SLIDNG DOOR (E) ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL SILL BELOW INSULATED GLAZING SET IN EXISTING CURTAIN WALL WITH NEW SILL ALUMINUM END CAP AND ATTATCHMENT AS REQUIRED FOR GLAZING INSULATED GLAZING ADA ACTUATOR BU ATTACHED TO ALUM CURTAIN WALL FRAM FURNISH AND INST REQUIRED POWER A CONDUIT FOR ADA !: OPERATOR PUNCTI ALUMINUM CURTAIN I FRAMING - TYPIC INSULATED GLAZING ALUMINUM THRESHOLD SET IN SEALANT 3" = 1' -0" STOREFRONT GLAZING DETAIL ADA ACTUATOR SWITCH DETAIL 3" = 1' -0" INSULATED GLAZING ALUMINUM CURTAIN WALL SEALANT (TYP.) ALUMINUM BREAK METAL AT CORNER SEALANT (TYP.) ALUMINUM CURTAIN WALL CURTAIN WALL CORNER ASSEMBLY 3" = 1' -0" RELOCATED (E) SLIDING DOOR RELOCATED (E) SLIDING DOOR FRAME CURTAIN WALL ASSEMBLY 3" = 1' -0" SHIM AS REQUIRED DETAIL 3" = 1' -0" 15/8" METAL STUD RIGID INSULATION 1 5/8" METAL STUD METAL STUD JAMB BLOCKING 10)9 ALUMINUM CURTAIN WALL FRAME RELOCATED (E) SLIDING DOOR INSULATED GLAZING ALUMINUM THRESI41-1OLD BELOW SET IN SEALANT RELOCATED (E) SLIDING DOOR FRAME INSULATED GLAZING (E) STOREFRONT FRAME (E) ALUMINUM DOOR ALUMINUM ATTATCHMENT AND END CAP BACKER ROD AND SEALANT, TYPICAL EA. SIDE )5" EXTERIOR GWB SHEATHING AND BUILDING PAPER FF GALV. SHEET METAL CLADDING - COLOR TO BE SANDSTONE (E) DOWNSPOUT RELOCATED ± 6" AND CONNECT TO (E) STORM DRAIN (E) METAL CLAD COLUMN COVER ALUMINUM BREAK METAL CLOSURE PIECE AT JAMB BACKER ROD AND SEALANT ALUMINUM CURTAIN WALL FRAME S ILICONE COATED COMPRESSIBLE - SELF EXPANDING OPEN CELL FOAM JOINT FILLER BATT INSULATION AND VAPOR BARRIER CONTINUE SELF ADHESIVE MEMBRANE OVER GWB FF GALV. SHEET METAL CLADDING (E) CURTAIN WALL GLAZING z </ CURTAIN WALL AS S EM BL/io EEXPOSE j Ef ASTENER 3" = 1' -0" DETAIL 3" = 1' -0" DETAIL 3" = 1' -0" rq (E) CURTAIN WALL FRAME (E) INSULATED METAL PANEL (E) ALUMINUM STOREFRONT ALUMINUM DOOR HEAD ALUMINUM DOOR SILL FLOOR TILE FROM OWNER'S STOCK CONTRACTOR TO INSTALL 6 REINFORCED CONCRETE SLAB RE: STRUCTURAL ALTERNATE '2 - RADIANT FLOOR HEATING RE: MECHANICAL ASPHALT JOINT FILLER AT JOINT "L %/n..,4 I nuns WITH CONTINUOUS SELF ADHESIVE MEMBRANE FF GALV. SHEET METAL FLASHING - SLOPE MN. 1/12 FF GALV. SHEET META METAL CLADDING OVER METAL STUDS SEALANT (E) GUTTER ASSEMBLY SEAL WATER TIGHT (E) CANOPY GLAZING AND ALUMINUM FRAME (E) STEEL WIDE FLANGE 4XSANGLE EXTENSION RE: STRUCTURAL ALTERNATE RECESSED FLOOR AND DRAIN RE: MECHANICAL L CURTAIN WALL ASSEMBLY 3" = 1' -0" r)0 CURTAIN WALL ASSEMBLY 3" = 1' -0" </ CURTAIN WALL ASSEMBLY 3" = 1' -0" STEEL WIDE FLANGE FULLY WELDED, SCRIBE BETWEEND EXISTING WIDE FLANGE SEALANT FF GALV. SHEET METAL BEAM COVER - MATCH EXISTING IN SIZE AND SHAPE. (E) TUBE STEEL 3 5/8" METAL STUD FRAMING AND GUS SEALANT ALUMINUM BREAK METAL ACKER ROD AND SEALANT SEALANT ALUMINUM CURTAIN WALL ASSEMBLY INSULATED GLAZING INSULATED GLAZING ALUMINUM CURTAIN WALL ASSEMBLY BACKER ROD AND SEALANT EA SIDE TYP. (E) SLIDING DOOR HEAD TO BE R RELOCATED BREAK AWAY SLIDING GLASS DOOR HEAD FLOOR TILE FROM OWNER'S STOCK CONTRACTOR TO INSTALL (E) RELOCATED BREAK AWAY SLIDING GLASS DOOR SILL 6" REINFORCED CONCRETE SLAB WITH THICKENED EDGE RE: STRUCTURAL ALTERNATE '2 - RADIANT FLOOR HEATING 4 \ < \ \ RE: MECHANICAL \i >\// CODE REVIEWED FOR \ \ \ COMPLIANCE QV.D DEC 16 2009 (E) CONCRETE SLAB I" ASPHALT FILLER AT SLAB EDGE City of Tukwila BUILDING DIVISION ISSUE ISSUE DATE: es S 'u th can ter 6 33 sou61Clntr Pwkway Tukwila. WA.. 96160 -218 206- 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 lnTR11NENT CF SERVICE; Is THE PROPERTY OF THE ARCHITECT AND MAY NOT RE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE co THE SPECW100 PROECT 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 ■ PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ w H Z w V c e co OZ� (n w Q� � J Q 0 b W n' L.L H W PERMIT SET OCT. 30, 2009 DETAILS RECEIVED NOV 0 5 2009 PERMIT CENTER A4.1 SMSA #0921 . I TON INUM E ND )OOR V - UALL I (E) RELOCATED SLIDNG DOOR (E) ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL SILL BELOW INSULATED GLAZING SET IN EXISTING CURTAIN WALL WITH NEW SILL ALUMINUM END CAP AND ATTATCHMENT AS REQUIRED FOR GLAZING INSULATED GLAZING ADA ACTUATOR BU ATTACHED TO ALUM CURTAIN WALL FRAM FURNISH AND INST REQUIRED POWER A CONDUIT FOR ADA !: OPERATOR PUNCTI ALUMINUM CURTAIN I FRAMING - TYPIC INSULATED GLAZING ALUMINUM THRESHOLD SET IN SEALANT 3" = 1' -0" STOREFRONT GLAZING DETAIL ADA ACTUATOR SWITCH DETAIL 3" = 1' -0" INSULATED GLAZING ALUMINUM CURTAIN WALL SEALANT (TYP.) ALUMINUM BREAK METAL AT CORNER SEALANT (TYP.) ALUMINUM CURTAIN WALL CURTAIN WALL CORNER ASSEMBLY 3" = 1' -0" RELOCATED (E) SLIDING DOOR RELOCATED (E) SLIDING DOOR FRAME CURTAIN WALL ASSEMBLY 3" = 1' -0" SHIM AS REQUIRED DETAIL 3" = 1' -0" 15/8" METAL STUD RIGID INSULATION 1 5/8" METAL STUD METAL STUD JAMB BLOCKING 10)9 ALUMINUM CURTAIN WALL FRAME RELOCATED (E) SLIDING DOOR INSULATED GLAZING ALUMINUM THRESI41-1OLD BELOW SET IN SEALANT RELOCATED (E) SLIDING DOOR FRAME INSULATED GLAZING (E) STOREFRONT FRAME (E) ALUMINUM DOOR ALUMINUM ATTATCHMENT AND END CAP BACKER ROD AND SEALANT, TYPICAL EA. SIDE )5" EXTERIOR GWB SHEATHING AND BUILDING PAPER FF GALV. SHEET METAL CLADDING - COLOR TO BE SANDSTONE (E) DOWNSPOUT RELOCATED ± 6" AND CONNECT TO (E) STORM DRAIN (E) METAL CLAD COLUMN COVER ALUMINUM BREAK METAL CLOSURE PIECE AT JAMB BACKER ROD AND SEALANT ALUMINUM CURTAIN WALL FRAME S ILICONE COATED COMPRESSIBLE - SELF EXPANDING OPEN CELL FOAM JOINT FILLER BATT INSULATION AND VAPOR BARRIER CONTINUE SELF ADHESIVE MEMBRANE OVER GWB FF GALV. SHEET METAL CLADDING (E) CURTAIN WALL GLAZING z </ CURTAIN WALL AS S EM BL/io EEXPOSE j Ef ASTENER 3" = 1' -0" DETAIL 3" = 1' -0" DETAIL 3" = 1' -0" rq (E) CURTAIN WALL FRAME (E) INSULATED METAL PANEL (E) ALUMINUM STOREFRONT ALUMINUM DOOR HEAD ALUMINUM DOOR SILL FLOOR TILE FROM OWNER'S STOCK CONTRACTOR TO INSTALL 6 REINFORCED CONCRETE SLAB RE: STRUCTURAL ALTERNATE '2 - RADIANT FLOOR HEATING RE: MECHANICAL ASPHALT JOINT FILLER AT JOINT "L %/n..,4 I nuns WITH CONTINUOUS SELF ADHESIVE MEMBRANE FF GALV. SHEET METAL FLASHING - SLOPE MN. 1/12 FF GALV. SHEET META METAL CLADDING OVER METAL STUDS SEALANT (E) GUTTER ASSEMBLY SEAL WATER TIGHT (E) CANOPY GLAZING AND ALUMINUM FRAME (E) STEEL WIDE FLANGE 4XSANGLE EXTENSION RE: STRUCTURAL ALTERNATE RECESSED FLOOR AND DRAIN RE: MECHANICAL L CURTAIN WALL ASSEMBLY 3" = 1' -0" r)0 CURTAIN WALL ASSEMBLY 3" = 1' -0" </ CURTAIN WALL ASSEMBLY 3" = 1' -0" STEEL WIDE FLANGE FULLY WELDED, SCRIBE BETWEEND EXISTING WIDE FLANGE SEALANT FF GALV. SHEET METAL BEAM COVER - MATCH EXISTING IN SIZE AND SHAPE. (E) TUBE STEEL 3 5/8" METAL STUD FRAMING AND GUS SEALANT ALUMINUM BREAK METAL ACKER ROD AND SEALANT SEALANT ALUMINUM CURTAIN WALL ASSEMBLY INSULATED GLAZING INSULATED GLAZING ALUMINUM CURTAIN WALL ASSEMBLY BACKER ROD AND SEALANT EA SIDE TYP. (E) SLIDING DOOR HEAD TO BE R RELOCATED BREAK AWAY SLIDING GLASS DOOR HEAD FLOOR TILE FROM OWNER'S STOCK CONTRACTOR TO INSTALL (E) RELOCATED BREAK AWAY SLIDING GLASS DOOR SILL 6" REINFORCED CONCRETE SLAB WITH THICKENED EDGE RE: STRUCTURAL ALTERNATE '2 - RADIANT FLOOR HEATING 4 \ < \ \ RE: MECHANICAL \i >\// CODE REVIEWED FOR \ \ \ COMPLIANCE QV.D DEC 16 2009 (E) CONCRETE SLAB I" ASPHALT FILLER AT SLAB EDGE City of Tukwila BUILDING DIVISION ISSUE ISSUE DATE: es S 'u th can ter 6 33 sou61Clntr Pwkway Tukwila. WA.. 96160 -218 206- 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 lnTR11NENT CF SERVICE; Is THE PROPERTY OF THE ARCHITECT AND MAY NOT RE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE co THE SPECW100 PROECT 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 ■ PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ w H Z w V c e co OZ� (n w Q� � J Q 0 b W n' L.L H W PERMIT SET OCT. 30, 2009 DETAILS RECEIVED NOV 0 5 2009 PERMIT CENTER A4.1 SMSA #0921 (E) GUS TO REMAIN A f STOREFRONT HEAD DETAIL 3" = 1' -0" (E) FLASHING AND SEALANT (E) WT STEEL (E) TUBE STEEL HEADER BACKER ROD AND SEALANT ALUMINUM STOREFRONT FRAME INSULATED GLAZING INSULATED GLAZING ALUMINUM STOREFRONT FRAME INSULATED METAL INFILL PANEL, FINISH TO MATCH (E) ALUMINUM STOREFRONT FRAME ALUMINUM STOREFRONT FRAME ALUMINUM ENTRY DOOR 2 STOREFRONT HEAD DETAIL j 3 =1 -0 I- 3" = 1' -0" DOOR SILL A (E) GUTTER TO REMAIN (E) GLASS CANOPY CONTRACTOR SHALL REMOVE AND PATCH I" CsWB AS REQUIRED TO INSTALL NEW STOREFRONT FRAME ALUMINUM ENTRY DOOR SILL ASPHALT INFILL AT SLAB JOINT REINFORCED CONCRETE SLAB RE: STRUCTURAL JURUSALEM GREY TILE FROM OWNER'S STOCK - INSTALLED BY CONTRACTOR E /;v//,\›;/›,y.\\////,,/;>\;/ \ \ \ \/ \ \j"\/ ``� �� \ `i \\/.\\,.\\ ALTERNATE '2 RADIANT FLOOR HEATING WITHIN SLAB RE: MECHANICAL ALUMINUM BREAK METAL SHAPE - COLOR TO MATCH CURTAIN WALL (E) STEEL OUTRIGGER BACKER ROD MD SEALANT j % /, /;\\ / // \ i ce \ / f,;,�, NOTE: CONTRACTOR SHALL REMOVE MD REINSTALL GLASS CANOPY AND ALUMINUM FRAMING AS REQUIRED FOR NEW CONSTRUCTION - TYPICAL ALL CANOPIES Q / \ \/\ \ \ \% \ / ,., r/. \ \ //, \% / /%'\ (E) CANOPY GLAZING 2" GLAZING BRACKET BACKER ROD AND SEALANT TYP. EA SIDE 4x8 TUBE STEEL TO BE PAINTED S BACKER ROD AND SEALANT ALUMINUM CURTAIN WALL ASSEMBLY INSULATED GLAZING CURTAIN WALL HEAD DETAIL 3" = 1' -0" INSULATED GLAZING ALUMINUM CURTAIN WALL ASSEMBLY BACKER ROD AND SEALANT EA SIDE TYP. (E) SLIDING DOOR HEAD TO BE RELOCATED INCLUDING ALL POWER FIRE ALARM, CONTROL POINTS REQUIRED FOR FULLY FUNCTIONAL DOOR PER LOCAL JURISDICTION RELOCATED BREAK AWAY SLIDING GLASS DOOR HEAD CURTAIN WAL LHEAD DETAIL 3" = 1' -0" JURUSALEM GREY TILE TO MATCH (E) FLOOR FROM OIINER'S STOCK - CONTRACTOR TO INSTALL (E) RELOCATED BREAK AWAY SLIDING GLASS DOOR SILL 6" REINFORCED CONCRETE SLAB WITH THICKENED EDGE / \ , / < //. \ // (E) CONCRETE SLAB i" ASPHALT FILLER AT SLAB EDGE ALTERNATE '2 RADIANT FLOOR HEATING WITHIN SLAB RE: MECHANICAL SEALANT STONE TILE FROM OII,NER'S STOCK INSTALLED BY CONTRACTOR 7 CURTAIN WALL HEAD DETAIL 3 =1 -0 CURTAIN WALL HOR. MULLION 3" = 1' -0" \/, f \/1\ \ ' \ 0 9 WALL SILL 3 =1 -0 \/ \/ \\ \ \ ,\ \ �� �j \;/ /\\ ` \; INSULATED GLAZING ALUMINUM STOREFRONT FRAME INSULATED METAL INFILL PANEL, FINISH TO MATCH (E) ALUMINUM CURTAIN WALL INSULATED GLAZING __INSULATED GLAZING IN ALUMINUM CURTAINWALL INSULATED GLAZING IN ALUMINUM CURTAINWALL _INSULATED GLAZING IN ALUMINUM CURTAINWALL _INSULATED GLAZING IN ALUMINUM CURTAINWALL --INSULATED GLAZING IN ALUMINUM CURTAINWALL INSULATED GLAZING IN ALUMINUM CURTAINWALL SEALANT FF GALV. SILL FLASHING - SANDSTONE SET IN SEALANT (E) CONCRETE SLAB i" ASPHALT FILLER AT SLAB EDGE ALTERNATE '2 RADIANT FLOOR HEATING WITHIN SLAB RE: MECHANICAL REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2009 City of Tukwila BUILDING DIVISION ISSUE ISSUE DATE: Sou th ken ter CO W CO F- W Z W D —J W H CD W 633 Southcenter PaIc ay Tukwila WA.. 98168 —�8 206 -248 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS CRAG IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED MIRIOUT *E ARCHITECTS 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 AND SHALE. 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 PROJECT MANAGER WEJ w F— Z W U c t OZ � cn w Q Q I - � 2 co w O° � w PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ DETAILS RECEIVED NOV 0 5 2009 PERMIT CENTER A4.2 SMSA #0921 DOOR NO ROOM LOCATION DOOR TYPE DOOR STYLE SIZE W x H THK. DOOR MATL. FRAME MATL. RATING DETAILS HDWR GROUP NOTES FIRST FLOOR HEAD JAMB THRESH SYMBOL DESCRIPTION No. I NAME MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. n MEl -IA EXTERIOR - VESTIBULE 001 A STOREFRONT 3' -0" x 8' -0" MFR AL /GL AL. N.R. 2/A42 6/A4.0 3/A42 , 1, 3, 4, 8 ME1 -IS EXTERIOR - VESTIBULE 001 B SLIDER (E) 6' -0" x S' -0" MFR AL /GL AL. N.R. 5/,442 11A4.0 6/,442 P -I I, 3, 4, 5, 8 MEl -IC EXTERIOR - VESTIBULE 001 A STOREFRONT 3' -0" x 8' -0" MFR AL /GL AL NR 2/44.2 6 /A4.0 . 3/A42 ALC -1 I, 3, 4, 8 ME1 -ID VESTIBULE 001 - MALL ENTRY 001 A STOREFRONT 3' -0" x 8' -0" MFR AL /GL AL. N.R. 2/A42 3/A40 3/A42 MAUFACTURER FINISH 3, 8 ME1 -IE VESTIBULE 001 - MALL ENTRY 001 C PAIR 3' -0" x 8' -0" MFR AL /GL AL. ' NR 2/A42 5/M.0 3/A42 3, 5, 1, 8 ME1 -IF VESTIBULE 001 - MALL ENTRY 001 A STOREFRONT 3' -0" x 8' -0" MFR AL /GL AL. NR 2/A4.2 3/A4.0 3/A42 RI -1 3, 6, 8 ME2 -IA EXTERIOR - MALL ENTRY 002 A STOREFRONT 3' -0" x 8' -0" MFR AL /GL AL. - - - - 2 ME2 -IB EXTERIOR - VESTIBULE 002 B SLIDER (E) 6' -0" x S' -0" MFR AL /GL AL. NR 10/A4.I 4/44.1 II/A4.1 I, 3, 4, 5, 8 ME2 -IC EXTERIOR - VESTIBULE 002 B SLIDER (E) 6' -0" x 8' -0" MFR AL /GL AL. N.R 10/,44.1 4/,44.1 11 /A4.1 I, 3, 4, 5, 8 ME2 -I0 EXTERIOR - VESTIBULE 002 B SLIDER (E) 6' -0" x 8' -0" MFR AL /GL AL. NR 10/,44.1 4/A4.1 II /44.1 1, 3, 4, 5, 8 ME2 -IE EXTERIOR - MALL ENTRY 002 A STOREFRONT 3' -0" x 8' -0" MFR AL /GL AL. - - - - 2 ME2 -IF VESTIBULE - MALL ENTRY 002 C PAIR 3' -0" x 8' -0" MFR AL /GL AL. HR 2/A4.2 5 /A4.0 3/A42 3, 5, 1, 8 ME2 -ICI VESTIBULE - MALL ENTRY 002 C PAIR 3'-0" x 8' -0" MFR AL /GL AL. W.R. 2/A42 5/A4.0 3/A42 3, 5, 1, 8 ME2 -IH VESTIBULE - MALL ENTRY 002 C PAIR 3' -0" x 8' -0" MFR AL /GL AL. - NR 2/44.2 5/A4.0 3/A42 3, 5, 1, 8 ME3 -1A VESTIBULE MALL ENTRY 003 A STOREFRONT 3' -0" x 8' -0" MFR AL /GL AL. N.R 2/A4.2 61,44.0 3/A42 1, 3, 4, 8 ME3 -1B VESTIBULE MALL ENTRY 003 B SLIDER (E) 6' -0" x 8' -0" MFR AL /GL AL. N.R. 5/A42 1444.0 6/,442 1, 3, 4, 5, 8 ME3 -iC VESTIBULE MALL ENTRY 003 A STOREFRONT 3' -0" x 8' -0" MFR AL /GL AL. NR 2/A42 61,44.0 3/A42 1, 3, 4, 8 ME3 -11D EXISTING MALL ENTRY 003 A STOREFRONT 3' -0" x 8' -0" MFR AL /GL AL. N.R. 2/442 3/A4.0 3/A42 3, 8 ME3 -IE EXISTING MALL ENTRY 003 C PAIR 3' -0" x 8' -0" MFR AL /GL AL. NR 2/A42 5/A40 3/A42 3, 5, 1, 8 ME3 -1F EXISTING MALL ENTRY 003 A STOREFRONT 3' -0" x 8' -0" MFR AL /GL AL. N.R. 2/A42 3 /A4.0 3/A42 3, 6, 8 REMARKS L RJRNISH AND NSTALL THRESI -!HOLD AT TRANSITION OF FLOOR MATERIAL 6. DOOR TO INCLUDED ADA OPERATOR NCLUDNG POWER CONDUIT, AND REQUIRED 2. EXISTING DOOR TO REMAIN CONNECTION TO ADA ACTUATOR 3. GLASS DOORS SHALL BE CLEAR FULLY TEMPERED SAFETY GLASS MEETING ALL 1. DOOR HARDWARE TO INCLUDE FLOOR MOUNTED MANUAL HOLD OPEN REQUIREMENTS FOR GLASS DOORS NCLUDED ADJACENT BORROWED LITES. 8. DOOR SHALL INCLUDE PANIC HARDWARE 4. EXISTING DOOR TO BE REUSED FROM EXISTING ENTRY WITH SAME HARDARE AND LOCKSETS, POWER OPERATORS, AND FIRE ALARM CONTROL POINTS 5. DOOR TO BE USED AS SMOKE EXHAUST FREE AREA N CONJUNCTION WITH RELOCATED EXISTING DOORS. FURNISH AND INSTALL REQUIRED, HARDWARE, DOOR OPERATOR, POUTER AND FIRE ALARM CONNECTIONS FOR FULLY FUNCTIONAL DOOR PER JURISDICATION HAVING AUTHORITY ROOM FINISH SCHEDULE 415131REYI4TIONS ROOM NORTH 2" EAST EE SIGHED SOUTH WEST CL&. FLOOR REMARKS SYMBOL DESCRIPTION No. I NAME MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. n (REFER TO SPECIFICATIONS FOR ALL MATERIALS AND FINISHES) 'C131-109 339 • n \ \ i �\ I,I , II! \ i VESTIBULE ENTRY tLS -1 MAUFACTURER FINISH (E)'ALC -1 / / / / / / �� E \ \ \ \ ALC -1 \ (E)- I /ALC -I P -I (E) -3 (E) T- 1/R1-1 - 1, 3, 4 (E) -1 EXISTING ALUMINUM STOREFRONT 002 VESTIE3ULE ENTRY BLS -1 MAUFACTURER FINISH I ` A WITH TEMPERED GLASS ALC -1 C ALUMINUM WITH TEMPERED GLASS ALC -1 P -I (E) -3 (E) T- 1/FM -1 - 1, 3, 4 (E) -2 EXISTING BRICK VENEER 003 VESTIBULE ENTRY `,LS -1 MAUFACTURER FINISH 'ALC -1 ALC -1 (E) -2 P -I (E) -3 (E) T- 1/FM -1 - 1, 3, 4 (E) -3 (E) GLASS CANOPY ALS -I ALUMINUM STOREFRONT ALC -1 ALUMINUM CURTAINWALL T -1 TILE FLOOR TO MATCH ADJACENT (TILE FROM OWNERS STOCK - CONTRACTOR TO INSTALL) RI -1 RECESSED WALK OFF MAT (ALTERNATE 'I) FRAME TYPES DOOR TYPES 2' EE SIGHED. 2" EE SIGHED c. SEE SCHED. EE SCHED - 111 ALUMINUM 'd31-09 339 T Q \ I "C131-109 339 • n 'C131-109 339 • n \ \ i �\ I,I , II! \ i / / \ / / / / / / �� E \ \ \ \ / \ \ \ \ \ \ \ \ \ , _„_ -/' / / / / / / \ / \ / ` A WITH TEMPERED GLASS B ALUMINUM GLASS HORIZONTAL SLIDING GLASS DOOR C ALUMINUM WITH TEMPERED GLASS O ALUMINUM REMARKS I. CONTINUE NEW PAINTING AT WORK COMPLETED ON EXISTING WALLS TO CORNER OF WALL - MATCHING EXISTING PAINT COLOR 2. PROVIDE TRANSITION STRIPS AT CHANGE IN FLOORING MATERIAL. 3. ALL ALUMINUM CURTAIN WALL, STOREFRONT, AND BREAK METAL SHAPE SHALL BE KINER FINISH. 4. ALL EXPOSED STEEL SHALL BE PAINTED SANDSTONE TO MATCH ALUMNIJM FINSHES. ■ GENERAL DOOR AND HARDWARE NOTES: 1. EXIT DOORS SHALL BE AT LEAST 34" IN CLEAR WIDTH (•FPA 101, SECTION 5- 2.13.) 2. FLOOR ON BOTH SIDES OF ALL DOORWAYS SHALL BE SUBSTANTIALLY LEVEL AND SHALL HAVE THE SAME ELEVATION ON BOTH SIDES OF THE DOORWAY FOR A DISTANCE AT LEAST EQUAL TO THE WIDTH OF THE WIDEST LEAF. (NFPA 101, SECTION 5- 2.133.1) 3. ALL HARDWARE BY DOOR MANUFACTURER PROVIDE PANIC HARDWARE AT SWING DOORS (AUTOMATIC DOORS, FIXED SIDE PANELS ARE TO BE BREAKAWAY DOORS) PROVIDE PANIC HARDWARE AT BREAKAWAY DOORS IF REQUIRED BY LOCAL LOCAL CODES COORDINATE KEYING REQUIREMENTS WITH MALL MANAGER 4. ALL EXIT DOORS SHALL BE PROVIDED WITH ADJUSTABLE CLOSERS THAT ARE SET TO RELEASE THE DOOR WITH A FORCE NO GREATER THAN 5 LBS. IN THE DIRECTION OF EGRESS. 5. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING MATERIAL IN ACCORDANCE WITH SECTION 2406.4. 6. A) FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS AND SWINGING PANELS. B) FIXED OR OPERABLE PANELS ADJACENT TO A POOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. C) INDIVIDUAL, FIXED, OR OPERABLE PANELS OTHER THAN THOSE LOCATIONS DESCRIBED ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. I. EXPOSED AREA OF INDIVIDUAL PANE IS GREATER THAN 9 SF. II. EXPOSED BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR III. EXPOSED TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR. ONE OR MORE. WALKING SURFACES ARE WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING 1. ALL EXITS ARE TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE PROVIDE A SIGN ON OR NEAR THE EXIT DOOR READING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" THIS SIGNAGE IS ONLY ALLOWED AT THE MAIN EXITS. SECTION 1003318 8. EXIT DOOR HARDWARE MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS OF CALIFORNIA 13UILDNG CODE. 9. RJLLY TEMPERED GLASS #" THICKNESS FOR ALL EXTERIOR MANUAL DOORS, AUTOMATIC DOORS, AND TRANSOMS TYP. PER PER REQUIREMENTS OF CALIFORNIA BUILDING CODE. 10. SUBCONTRACTOR TO VERIFY ALL HARDWARE SPECS WITH ARCHITECT BEFORE ORDERING. IL SUBMISSION OF CUT SHEETS TO BE PROVIDED FOR APPROVAL BEFORE ORDERING. 12. PROVIDE SINGE OVER EXIT DOOR AS REQUIRED BY LOCAL CODE STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 13. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED MD WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. DESIGNED TO PROVIDE PANIC BARS, PUSH FULL ACTIVATING BARS. OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 14. HANDICAP ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR 15. THERE SHALL BE A LEVEL AND CLEAR FLOOR AND LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF A DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLAN OF THE DOOR IN A CLOSE POSITION, WHERE THE PLANE OF THE DOORWAY IS OFFSET OR LOCATED IN AN ALCOVE A DISTANCE MORE THAN 8 INCHES MEASURED FROM THE PLANE OF THE DOORWAY TO THE FACE OF THE WALL. THE DOOR SHALL BE PROVIDED WITH 60" MANEUVERING CLEARANCE FOR FRONT APPROACH. 16. THE MAXIMUM EFFORT TO OPERATE EXTERIOR DOORS AND INTERIOR DOORS SHALL NOT EXCEED 5 LBS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARD, WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE AUTHORITY. NOT TO EXCEED 15 LBS. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2009 City of Tukwila BUILDING DIVISION h O9 �3 RECEIVED NOV 0 5 2009 PERMIT CENTEF South center 633 Southe nter Parkway Undo, WA., 981aa -2608 206- 249 -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 ARCHITECTS PERMISSION AND UNLESS THE REPRODUCHON CARRIES THE ARCHITECTS NAME. AU. DESIGN AND OTHER NFORMAIHIN SHOWN ON 1HE CRANING ARE FOR USE ON THE SPECIFIED PROJECT ONLY MD SHALL NOT BE USED OTHERVASE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW Wait 200 • SRATTLE, WA 98106 (206)624 -2777 • FAX (206) 624 -2973 ISSUE ISSUE DATE: PROJECT MANAGER WEJ w z w U ce c og LU OZ� co w Q �� 2 c CD M N H- LL H W PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ DOOR FINISH SCHEDULES A5.0 S M SA #0921 GENERAL NOTES E SPECIAL INSPECTIONS THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE International Building Code (IBC) 2006 STRUCTURAL LOADS ROOF SNOW LOADS: Ground snow load, Pg = 25psf Roof snow load, Pf = 25psf Snow exposure factor, Ce = 1.0 Snow load importance factor, Is = 1.0 Thermal factor, Ct = 1.0 WIND LOADS: CONCRETE Slabs on grade All structural concrete 1" Walls, inside face. Formed slabs. 3/4" Basic wind speed, Vas = 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. CONCRETE COVER OF REINFORCING 3 Concrete poured against earth. 2" Formed concrete with earth backfill. MLR= CEMENT R f'c NON— AIR —ENT AIR —ENT 3000 0.58 0.46 3000 0.58 0.46 1. Air— entraining agent (3% to 6 %) to be used in all concrete flatwork exposed to weather. MINIMUM SACKS /C.Y. 5 -1/2 5 -1/2 REMARKS Note 1 REINFORCING STEEL, ASTM A615 grade 60. Reinforcing steel details shall be prepared by an experienced detailer and conform to standard practice outlined in ACI Report 315. Field welding or tack welding of reinforcing bars is prohibited, except as approved by the Engineer. Any reinforcing to be welded to be ASTM A706, weldable grade. When approved, welding of reinforcing bars to be per AWS D1.4. Mechanical splice devices, if required, shall be ICC approved and shall be submitted to the engineer for approval. Reinforcing bars shall be lap spliced for tension unless noted otherwise on the drawings. #14 and larger bars shall not be lap spliced. Lap foundation reinforcing 32 diameters. Other lap lengths per drawings. Welded Wire Fabric to be ASTM A185. Fabric to be supported on approved chairs. NOTE:Reinforcing steel not specifically shown shall be assumed typical as similar sections and details where reinforcing is shown. 1 -1/2" Beams and columns (stirrups, ties), outside face of walls exposed to weather, slabs on moisture barrier. 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). " Hilti 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. For ASTM A6 group 3 shapes this a flange thickness of 1 34 inches or greater, group 4 and 5 shapes, and built —up members with a plate thickness of 1 14 inches or greater, Charpy V —Notch testing shall be provided in accordance the ASTM A6 supplementary requirement S5 and per the AISC seismic provisions for structural steel buildings, with a minimum value of 20 foot — pounds at 70 degrees Fahrenheit. Exceptions shown in AISC specification section A3.1.0 may be used for members that are not part of the seismic force resisting system. 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. 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 AISC 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. SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and /or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. Architectural drawings are the prime contract drawings. Structural drawings shall be used in conjunction with Architectural drawings. Primary structural elements are dimensioned on the Structural plans and details. The General Contractor shall verify and coordinate dimensions among all drawings. Any discrepancies, contradictions, or omissions shall be reported to the Architect for resolution prior to proceeding with work or fabrication of the item(s) in question. The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above. Responsibility for any secondary structural and non — structural systems not shown on the structural plans rests with someone other than the Structural Engineer. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractor's failure to carry out the construction work in accordance with the contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. 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 — CONVENTIONAL (SHALLOW) FOUNDATIONS ELEMENT: Isolated Spread Footings supported fully on rock or soil PERIOD: Provide all Special Inspections per "Concrete Construction" section. PERIOD: Not required (IBC 1704.1.1) ELEMENT: Continuous Concrete Footings fully supported on rock or soil PERIOD: Provide all Special Inspections per "Concrete Construction" section. PERIOD: Not required (IBC 1704.1.2) SPECIAL INSPECTIONS — CONCRETE CONSTRUCTION ELEMENT: Reinforcing Steel PERIOD: Periodic Inspection prior to pouring of concrete. Special Inspector to verify reinforcing size and ELEMENT: Bolts in Concrete, including embedded bolts, and expansion and epoxy type anchors. PERIOD: Continuous Special Inspection: Special Inspector verify size, grade, and embedment of bolt prior clean for epoxy and expansion type anchors. ELEMENT: At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump, concrete. PERIOD: Continuous special inspection. ELEMENT: Inspection of concrete and shotcrete placement for proper application techniques. PERIOD: Continuous special inspection. ELEMENT: Slabs on grade PERIOD: Special Inspection not required. SPECIAL INSPECTIONS — STRUCTURAL STEEL CONSTRUCTION ELEMENT: PERIOD: location. to pouring concrete. Verify air content, and determining hole is correct depth and temperature of fresh 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. ELEMENT: Welder Certification PERIOD: Special Inspector to verify welder qualifications for type of welds and welding positions prior to work ELEMENT: Welding Materials PERIOD: Special Inspector to verify materials meet the welding procedure prior to work ELEMENT: Shop Welding PERIOD: Special Inspections are not required where the fabricator is registered and approved to perform such work without special inspection. Approval shall be based upon review of the fabricator's written procedural and quality control manuals and periodic auditing of fabrication practices by an approved special inspection agency. At completion of fabrication, the approved fabricator shall submit a certificate of compliance to the building official stating that the work was performed in accordance with the approved construction documents. ELEMENT: 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: 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. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2009 City of Tukwila BUILDING nivicIllF l EXPIRES 01/09/2011 PSM CONSULTING ENGINEERS, INC. 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 P: 206.622.4580 www.psm- engineers.com 09146_S 10.dwg Wsdlekf 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 SWAGE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS 111E REPRODUCTION CARRIES THE ARCHITECT'S NAME AU. DESIGN AND O111ER INFORMATION 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 ISSUE ISSUE DATE: 633 Southcenter Parkway Tukwlla, WA., 98188 - 2888 206 -248 -0423 Lt w H Z w 0 co O Z � cn Lu Q J O a CO W 1- LL H W PROJECT MANAGER MV PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ GENERAL NOTES SPECIAL INSPECTIONS RECEIVED NOV 05 2009 !'tt I I CENTER S 1.0 SMSA #0921 \ ) 1 - .11-4 1 .I.-,u i / /\ \ (E) BRICK MEER Wf - -- - Ahl. _4 5 5 .0 -ai u < / \ / / / / \ \ \ \ / \ / / / / \ \ \ \ \ / \ \ \ \ / / / / \ / \ FILLER PANEL TO MA 4.z PCLL ATEDGL T \ \ \ \ / / / / \ \ \ - \ \/ / / / \ I I I - i _ i I 1 ..__....... i • r 1 I i -- • t-- i ____ \ I _I..._--i_-. - .-- I-- -._.i_ • • I 1 t S 1_ i i ( ),I '!ai _7x34 -- I 1 1.4 I 1 I i i I I i I SOUTH ELEVATION - EAST VESTIBULE NTS NTS RELOCATED 6WPD DOOR I 1 - -- - i 1.__ 1 _______ I -_-- -- 1 i I I ' sib i_ I I - APT I. I 1 __ • 1_. - -_. _,_ i ... j� f _... A � I I i 1 :i WEAK AWAY ELIDED !LASS DOORS CREAK AWAY ELIDED GLASS DOORS WEST ELEVATION - WEST VESTIBULE • X t� fii� � I�C7 x3ei L • .L__ . -- .._...... I ' • RELOCATED KING DOOR (E) 6TEEL 611R1O11Rc (E) GLA66 CANOPY 14666x 4 x (LW) CAM SLOT TO FIT (E) 11/11 to 34 (E) STEEL 6TRUC:I1SE Cr) r4 A66 CANOPY 1466 ex 4 It 46 (LLv) CAM BLOT TO FIT (E) WTt x 64 (E) MOCK YETEER WALL FILLER PANEL TO MOUTON (E) ALW1411 QRTAN WALL al.ATED GLAZED TIP. t . 'C ((vt - i ± i // d! ar cs 1 / -I----1— 1 I Q � ' r 9 4. 1 �- 4 1 -( -- i I 1 -r- I i I I I I• L j 1 , I 1 , - - -1 - -- .. .... --I 1 I I I I I . IV1 ,. I I I I ; i I i i l I 1 I I rh l d- I I s GTL Orr EAST ELEVATION - EAST VESTIBULE NTS as IAJT RELOCATED ELIDING DOOR I 1 I I t-i &ssfr.A.� 4 (-14-v) ':-0,i1-- j I S�-e- d -Ow I 1 • I I '_...__L__.... I I i I i i 1 • I t I i ( - s ° ln .. i I PAIR OF OWING DOORS ON HOLD OPEN ALTERNATE' RECEE6ED BOOR MAT AND DRAM REI MECHANICAL / L ----- 1 Y BEM PL AS REQUIRED J MUTILATED GLAZED (TYP.) — ALLPIPLII QRTAN WALL FILLER PANEL TO HATCH (E) (E) 81EEL 61g 1lRE (E) GLASS CAMPY RELOCATED & DMG DOOR PARTIAL FLOOR PLAN - CENTER VESTIBULE NTS • 52 -6 PAIR OF EI1NG DOORS .' ON HOLD OPEN ALTERNATE 4 IRECE66ED FLOOR MAT AND ORAN REI MECHANICAL /a\ 96-6' NTS RELOCATED ELIDED DOOR PAR OF KING DOORS ON HOLD OPEN (E) STEEL 6TF61C.TlRE (E) ULAN, CANOPY Y BEM PL AS REQUIRED C NOU.ATED GLAZING (TYPJ A 1111J1 QRTAM WALL — FLI.ER PANE. TO MATCH (F-T WEST ELEVATION - EAST VESTIBULE COPE AS xRE h (SEE DET 3) A tAll aiimmip pl =TAN MI IV IWO \ / [ DCMPCUT TO EE RELOCATED (CJ METAL COLD* C:OIER e' C(RTAN ILAU. VE6TIE LE ADA AOCE66 DOOR ALTERNATE It RECE66E D FLOOR MAT AND DRAN RE, MECHANICA /a\ I f 1 t i t tom- -1 - — r - -- .._ - -- i r Sia 1 ac. g,„ '- Y r i e , i ' I :t I —Jr __- }-_. -1— T ! I 1 I I I • I i 1 I • I I t I s I ; . 6.?-)414- c L .. i 1 1 i ; i I ! I I ) f ... _._, i i 1 E ! r ! _ �_ I ..._ ... i—_. 1 - I —, . + j - i- - ' -_ ��_. —T_ .. 1 t i - 1 � 1 I ' i L � 5 q . 1 - .- — ;it- 4,* 1 o _ i 1 € i ; 1 1 ' ' •6 . TOR RElIGN (E) DOOR AND FRAME (E) CANOPY ABOVE 1-1-• - - - - - I- -• F - ! I --- : -I I ; I a S I �5� 'b as ve. 44 1 I • i e � i F i i I •-�-.. •• H I , I ! 1 11 e NTS L I I I , QOrs_.. I I L I I _ tsTizal * LFLooR S,0 . c� ►r 1- To � Y' BENT PL AS REQUIRED SOUTH ELEVATION - WEST VESTIBULE • • 1 I I 1 I i Ie. slab �- I I F— — I - Q eI'' bp /�• 1 ,tla-- 1 4f_t i REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2009 City of Tukwila BUILDING DIVISIOM I EXPIRES 01 /09/ PSM CONSULTING ENGINEERS, INC. 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 P: 206.622.4580 www.psm- engineers.com 09146_S20.dwg 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 REPRODUCTION CARRIES THE ARCHITECTS NAME. AU. DESIGN AND OTHER INFORMATION 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) 824 -2777 • FAX (206) 624 -2973 ISSUE ISSUE DATE: Westfield Southcenter 633 Southcenter Parkway Tukwila, WA., 98188 -2888 206 -246 -0423 PROJECT MANAGER MV w H z w U O Z co cn w Q O co W I-- LL H W PERMIT SET OCT. 30, 2009 PROJECT ARCHITECT WEJ PLANS SECTIONS & DETAILS RECEIVED , NOV 0 5 2009 PERMIT CENTER S2.0 SMSA #0921 THERMOSTAT _ eamTm•memerii W.■•* = 2" MAT DRAIN 1 WEST VESTIBULE Scale: 1 /4“.1.-0. (E) RWL (E) W / \./ ELECTRIC RADIANT HEAT AT BOTTOM OF WALK MAT (4 TYP) • • \./ ELECTRIC RADIANT HEAT AT BOTTOM OF WALK MAT (6 TYP) ars•Sosapsw •1111110tarelnet --••••••••, 3 CENTER VESTIBULE Scale: 1/4"=1 THERMOSTAT (E) 3 RWL UP (E) r RWL IGIMINIMII■ON■11.1111a. (E) 3" RWL 9 EAST VESTIBULE S■w• Scale: ve=r-o- nO ELECTRIC RADIANT HEAT AT BOTTOM OF WAU( MAT (4 ll'P) • GENERAL NOTES THIS SHEET: 1. INSTALL MAT DRAIN IN SLAB BELOW WALK OFF MAT. CONNECT DRAIN WITH 2" CAST IRON PIPE TO DUSTING RAIN WATER LEADER. DRAIN TO BE 2" JOSAM 23710 OR APPROVED EQUAL. 2. ALTERNATE #1 - INSTALL NUHEAT ELECTRIC RADIANT HEATERS IN LOCATIONS SHOWN. POUR SKIM COAT OVER RADIANT HEAT SLOP SKIM COAT TO DRAIN. SEAL FLOOR TO PREVENT WATER PENETRATION. POWER 240 VOLT, 1 PHASE NOMINAL 72X42, 256 WATTS EACH. (E) r RWL UP ''l 1 / I yJ REVIEWED FOR CODE COMPLIANCE APPFUNED DEC 1 6 2009 City of Tukwila BUILDING niviRinm RECEIVED • NOV 0 5 2009 PERMIT CENTER ISSUE ISSUE DATE: TrjeL WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard. llth Floor Los Angeles. California 90025-1748 Telephone . • 310 478 4456 Facsimile • 310 478 4468 11 "'"' I tIVErangiAnitrEtt graTurahrawasstexins S.M. STEMPER ARCHITECTS Pnessiasal Lanai Uslo0117 Craw 4000 __x WAY OW NOS SIN • IIIMIUM NN (zo) sehren • lAX (200) 1124-2103 ' PERMIT SET PROJECT, ENGINEER BM OCT. 30, 2009 DRAWN BY RH