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HomeMy WebLinkAboutPermit D09-193 - WESTFIELD SOUTHCENTER MALL - CAFE PHO - WINDOWSCAFE PHO 2600 SOUTHCENTER MALL FC -8 D09 -193 Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Contractor: Name: FAIRWEATHER MASONRY CO INC Address: 1400 140TH AVE NE , BELLEVUE WA 98005 Phone: 425 - 747 -2000 Contractor License No: FAIRWMC 171 M9 doc: IBC -10/06 Citylk 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 Tenant: Name: CAFE PHO - WESTFIELD WORK Address: 2600 SOUTHCENTER MALL, FC -8 , TUKWILA WA Contact Person: Name: WAYNE JOHNSON Address: 4000 DELRIDGE WY SW #200 , SEATTLE WA 98106 Phone: 206 624 -2777 DEVELOPMENT PERMIT Owner: Name: WEA SOUTHCENTER LLC BSIP Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 00000 Phone: Permit Number: D09 -193 Issue Date: 09/25/2009 Permit Expires On: 03/24/2010 Value of Construction: $32,000.00 Fees Collected: $1,087.23 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: I1B Occupancy per IBC: 0019 Expiration Date: 08/15/2010 DESCRIPTION OF WORK: INSTALL (3) NEW ALUMINUM STOREFRONT WINDOWS AT 2ND LEVEL TERRACE. WINDOWS ARE 20 SF EACH. * * continued on next page ** D09 -193 Printed: 09 -25 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: 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 gr constru Signa f this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating performance of or I .; authorized to sign and obtain this development permit. Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 City oiTukwila • 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 Permit Number: D09 -193 Issue Date: 09/25/2009 Permit Expires On: 03/24/2010 jr4L Date: Date: ,o 37 6 S D09 -193 Printed: 09 -25 -2009 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 2600 SOUTHCENTER MALL TUKW CAFE PHO - WESTFIELD WORK PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -193 ISSUED 09/11/2009 09/25/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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: 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. 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 6: 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. 7: ** *PLANNING DIVISION CONDITIONS * ** 8: The color of aluminum storefront is to match color of existing balcony doors. doc: Cond -10/06 * * continued on next page ** D09 -193 Printed: 09 -25 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us • 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: r �' Print Name : L� doc: Cond -10/06 D09 -193 Date: g //� 5 ordinances governing or local laws regulating Printed: 09 -25 -2009 King Co Assessor's Tax No.: 2. (p 2 -Sd L J - `S?D23 Site Address: Z(, 00 SOUT 1 C.rEI-4T EIL Suite Number: fiC.-- Floor: 2. - Tenant Name: YW E ST E L1 New Tenant: ❑ Yes X.. No Property Owners Name: 1 i - 1-t L-L,L.., Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.vtaus 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 ** _sit Se:a. CONTACT PERSON - who do we.contact when your permit is ready to be issued.'' Name: 'JAY )4E 1.17•-k So N _ Day Telephone: 2-c:42, • (,24 • - C Mailing Address: 1 4 b cp 19a.-F-ii=J4F L4/ 5 Y4 2 ° ° s f�'1� -L� 14A c 10 I Ok City State Zip E -Mail Address: to 1. . £ 1^'1 Fax Number: 2 - 1 = 1 6 ' t'4 -4• 2 -173 GENERAL CONTRACTORINFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)): -' Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans;must be wet stamped by Architect of Record S . M . S ElZ _ A�- -c F\1 ► — �'S , r. L . L. C.._ . Company Name: Mailing Address: 1 10002 ' -' ( %0EIVrli 1= WA itSib(P City t State Zip Day Telephone: 2040 • (v • .0 - 7 E -Mail Address: WAkY1.-..1 ks Q- S MS-1—Ml" ET— • LAM Fax Number: 2ofa • • '2-9 "7 Contact Person: -E . _ b; S o)„A Company Name: N/A Se City City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q: Applications\Ponns- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. POI 1 i4 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. ° (For office use only) State State State 0 Zip City Day Telephone: Fax Number: Expiration Date: Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: Zip Page 1 of 6 • Valuation of Project (contractor's bid price): $ 32 I C) D CJ Scope of Work (please provide detailed information): W kl Will there be new rack storage? ❑ Yes \TZ� Q: Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised 9 -2006 bh I LL Number of Parking Stalls Provided: Standard: > S A • ZAD s f e . Existing Building Valuation: $ Nt✓ 4 AL -ut n! ti( u'fn 2_1' X . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas- in"Square Footage "Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: 1,1/ 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. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: $ Sprinklers g 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 I1 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure .. New .. Type of '- ` Construction per IBC Type of Occupancy per IBC I Floor 463 2 1 7 "? 11/A 14/A - / TIE) 2"a Floor � - I c ° 2y � Sb N/A tqfr / TL'IS t.$1 3'° Floor Sy,49 r-i/k" Niict' / 11. b M Floors thru .. Basement Accessory Structure* i Attached Garage Detached Garage Attached Carport Detached Carport .. Covered Deck` Uncovered.Deck .' • Valuation of Project (contractor's bid price): $ 32 I C) D CJ Scope of Work (please provide detailed information): W kl Will there be new rack storage? ❑ Yes \TZ� Q: Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised 9 -2006 bh I LL Number of Parking Stalls Provided: Standard: > S A • ZAD s f e . Existing Building Valuation: $ Nt✓ 4 AL -ut n! ti( u'fn 2_1' X . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas- in"Square Footage "Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: 1,1/ 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. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: $ Sprinklers g 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 I1 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 1 PERMIT.A•PPLICATION NOTES Apphcable.to all permits in•this application,. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AG NT: Signature: c - ■ G� - Date: 7Xt/� Print Name: WIAY1.11* Mailing Address: L( boo '1=CL4 Iz-, Skb -20 I Date Application Accepted: Q:\ Applications \Fonns- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: Day Telephone: 2c> b • 7 ly• sq S 1-T .1 City State Zip 0 U I 4 Staff Initials: Page 6 of 6 Parcel No.: 6364200010 Permit Number: D09 -193 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 09/11/2009 Applicant: CAFE PHO (WESTFIELD PORTION) Issue Date: Receipt No.: R09 -01428 Initials: JEM Payment Date: 09/11/2009 11:16 AM User ID: 1165 Balance: $0.00 Payee: S.M. STEMPER ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 14807 1,087.23 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • 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 Account Code Current Pmts 000/322.100 000/345.830 640.237.114 RECEIPT Payment Amount: $1,087.23 656.20 426.53 4.50 Total: $1,087.23 PAYMENT ECEIVED doc: Receiot -06 Printed: 09 -11 -2009 Project: _ (\ A I - e ? )-k a Type of Inspection: Fl ►N ►l Address: .--(.00(.) WNIt I I Date Called: Special Instructions: p f� C7 ' Date Wanted; IZ- 111 am: P.m. Requester: Phone No: `/^]) Q 6 ' - 2- e q (9 2 Retain a copy with permit - 'II) INSPECTION RECORD A O5 INSPECTION NO. PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f Date: A. A. A. .A...e c t Z 1 1 1' 0 REINSPECTION FEE R: QUIRED. Priof to inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Rece'ot No.: Date: Project: C P//6 Type of Inspection: /- i n/r9 L - r�LgA/A/41/ Address: 0260 /fl4LL Date Called: Special Instructions: ,---- (1,014,7-. Date Wanted: /.2 - / d - Q Cr p.m. Requester: Phone No: QZa40 - 2 8 v -° -592 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 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ins ector: • - ) / , • Datril El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ..__ _ .'_.. __._ Project: Type of Inspection: , A 1 0 gu .(d Address: L 2(p0o SC 4L Date Called: Special Instructions: Date Wanted: a.m. / O ' ' Requester: Phone No: ?o 'o i -9'23 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: J pith A/G - AAia nspecto 60.0 paid J Re? e t'N 4.4 /A/47 - y ppWin / "14 Date: Dog-1q3 Date: REINSPECTION E REQU RED. Prior to inspection, fee must be : lvd., S t 6300 Southcenter ite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: " /eilfrn/ A/.1 f Or;4 - ( / ,i /_ G c c r f( L J�� f e (.7-fd' / - r_c.r a 4 e ?b toe i t ,0 JJ"trir l c / fi 9 a (I) 4 T Phone No: . o - 2 8 - 515Z 3 - Project: �®9rE ?' - Type of Inspection: " /eilfrn/ A/.1 Address: Z e,oa sv)/0'it' -in7,(( Date Called: Special Instructions: Date Wanted: ,/ A� j p:m' Requester: Phone No: . o - 2 8 - 515Z 3 !fit INSPE ION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 S -/s 3 PERMIT NO. (206)431 -3670 © Corrections required prior to approval. S Inspector: Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: COMMENTS: Type of Inspection: /,267/71.,v C -�- Su0_ <L`am` ��--(� j 1 1 (k e' '' Ao s 0JI k 1 s !J Mt s4 —SDjt1 Special (nstrucns: D . � ��) S S V Al JT, l . :Ty A V J-1 i1/4t -(.1 v . Alf L,,...J' Requester: Phone No: ../.2 .5- °6fi/‘ 5 _ I M n Project: 0 4 — Type of Inspection: /,267/71.,v C Address: alob Sa , #'b 44 , /24it Date Called: Special (nstrucns: D . � ��) S S V Al JT, l . :Ty Date Wanted: *-- 3 v -- a F a:m• p.m .. Requester: Phone No: ../.2 .5- °6fi/‘ 5 boy i� 5 INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3f70 ❑ Approved per applicable codes. El Corrections required prior to approval. El $60.00 REINSPECTION FEE RE VIREO. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: 1Date: — Receipt No.: Date: • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 - 193 DATE: 09 -11 -09 PROJECT NAME: CAFE PHO - WESTFIELD WORK SITE ADDRESS: 2600 SOUTHCENTER MALL, FC -8 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B In Ivi Public Wor A-- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete er Comments: APPROVALS OR CORRECTIONS: Incomplete Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Me9-1 1i1A o44t Fire Prevention Structural ❑ U.' .0 0111210 arming Division Permit Coordinator Not Applicable DUE DATE: 09-15-09 u Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Ft Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 10-13-09 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Name yp Type Specialty 1 p y Specialty 2 Effective Date Expiration Date Status FAI RWMC261 N2 FAIRWEATHER MASONRY COMPANY CONSTRUCTION CONTRACTOR RESIDENTIAL UNUSED 8/22/19748/22/1981 01/01/1980 ARCHIVED Name Role Effective Date Expiration Date FAIRWEATHER, ROBERT Cancel Date 01/01/1980 Bond Amount FAIRWEATHER, MONTY 9 01/01/1980 NH1702 FAIRWEATHER, ROBIN Until Cancelled 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 9 TRAVELERS CAS Et SURETY NH1702 07/31 /2005 Until Cancelled $6,000.00 05/27/2005 8 UNITED STATES FIDE Et GUAR CO 76011026110987 07/31/200107/31 /2005 $6,000.0008/15/2001 7 USFEtG CO 76011026110987 07/31/199807/31 /2001 $4,000.00 6 OHIO CASUALTY 3151925 07/31/199407/31 /1998 $6,000.00 5 AMERICAN STATES INS E X753601 07/31/1989 07/31/1994 $4,000.00 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LftI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name County KING Business Type Corporation Parent Company FAIRWEATHER MASONRY CO UBI No. 600107328 INC Phone 4257472000 Status ACTIVE Address 1400 140TH AVE NE License No. FAIRWMC171M9 Suite /Apt. License Type CONSTRUCTION CONTRACTOR City BELLEVUE Effective Date 7/29/1983 State WA Expiration 8/15/2010 Date Zip 980054514 Suspend Date Specialty 1 MASONRY Specialty 2 UNUSED Other Associated Licenses Business Owner Information Bond Information S • Page 1 of 3 https: // fortress .wa.gov /lni/bbip /Detail.aspx 09/25/2009 WESTFIELD OD Abbreviations & L AOOUS Afl ADJ. AGGR AL APPROX ARCH. Asa ASPH BITUA BD. BLDG. BLK axe BM BOT. CAB CB. cat CBs. CJ. CR CTG CLAN CLR CR CCL CONC. CONN. COMM CTSFC CNTR CiR DBL COT. DF. DIA DOA DOR DR DWRR DS o EA El a, ELEC. EMER END. E ant BT. EXT. FFR FE FF. FN R. RASH FLUOR FOR FR FT. FUER RUT: G0. G a. GB GiH M GAII GR GSM GWB HR HC HDINE HM HDRZ FR HGT. ID: NUL NE AND A A i NGLE CBJTBiJAE DIAMETER OR RAW POUAD OR NUMBER BOSTINIG PLATE A0DIS,CAL_ AD JUSTABLE ANTE ALUMNUM APPROXIMATE AICHTECTURAL ASBEST A BOARD BITUASCUS BIADNG BLOCK BLCC.K NG BEAM BOTTOM CABNET TCHCABaSN CE NE Tr cBRAMC CAST RN COFINER GUARD CaNG CAULKING CLOSET CLEAR CASH] USING G COLUMN CONCRETE CONNECTION CONSIRUCTICN CONTINUOUS CORIDOR COUNTERSUNK COUNTER CENTER DOUBLE DFOsENG FOLINITAINI DETAIL DwME B1 aMK3JSON DISPENSER OO OPENING DOOR DRAWER DOWNSPOUT DRY STAN')PFE DRAWING EAST S H3 EACH EL EVATION H JOINT ELEVATCR EMERGENCY BCLOSURE BECTFICAL ECU PA.H.BQAFD BOURJENT RE TRC WATER COOLER DEMO EXPOSED EXPANSION EXTEFCR FIRE ALARIvl BAR ROOR DEAN FOUNT ASCN FIFE BOMBER FIE BONGUISFER CAR FACTORY FNSH FIE HOEE CADET FNEH RAOR RASING FLUCFESCBIT F CF CONDETE FACE CF Rai FACE CF SUDS FIEFROOF FULL SUE FOOOODS FBI LURING RJTIJR= GAUGE GRAB BAR SIMS aLE- LAMNAi BEAM GUJE-LAMNATH) BEAM GRADE METAL GYFSLIA GYPSLM WALL BOARD HOSE BBB HOLM CCFE HAFGMOCO HAFDWARE HOUDN METAL HOUR HOFIZCNIAL FBair KUM a (OM) INSUA MR3I JAM JL Ear. LAB LIB LT. MAX MC MECH. nEma MR MN. MR MSC MC MTO ?AL M ACM MTS OA CBS o;C 0.11 OMB OF?. RCM FL FUR Pa PE P111 PTDIR RTR QT. R RAC RA REF. RGTR RENE FLEA.. RA RO RWQ NAL S SC RAGA SCf®t sQ �. R SR SM SNLE SNR SPEC. SS SA Sill SR. STOR STFLUCT. SYM Till TCC TEL TER TLe THC TA T.V. TRW. TYP. LR VBiT. VEST. W. W.C. AD wQ wear. WE LABCRATCRY LA TEE LAVATORY LIGHT MAXIVIUM MEM* CABINET A METAL MANHOLE MNM1M MFICR MSCELUNEOUS MASCNRY CMG ACUNITED MAGI NORTH NOT NC NTRCT NL/'uIEER NOMNAL 7OfJOTSCALE OVERALL =CURE ON CENTER o°MOE aANIBER 07NO CFRCE CFBrVG OPPOSITE FIA FFT_ --CAST RASTIC LAMNATE FtASTER PAR FONT P R - TREAT® PAPER TONS COMER COWBNATON PAFR3R itma. DSFEJSBi & FRLDB'TACE AESIP 4EL RECEPTACLE QUARRY TiLE RS 81 RADLIS ROOF DRAN FEFEFOCE FE FEWCFCED R CUR® FRESLENT RDOM ROUGH OFENNG FiDNAC RAN WATi ll LEADER SOUTH SOLD COFE SEAT E DISP8'S9l SOAP aSPBJSER SECTION STRUCTURAL SHELF GLAM SHCAVEFI SI$T SMAR SANITARY NAPKIN DE ME! SANITARY PCN RECEPTACLE SPECFICA SOLD PFBJOUC PANEL SQUARE SERVICE SW STATION STIR STORAGE STRUCTURAL SUSPBCID SYM ETRC L TFEAD TOWEL. BAR TOP OF CONDEM TH.BTHHO E TERRAZZO TONGUE AAD MOVE MICK TOP CF PAVEMENT i1 1.Er PAPER OISPBJSB3 TELEVISION TYPCAL UtENSFED l RNAL VERTICAL VESTRUE WEST WITH WATER CLOSET WOOD W WBGHT Scope of Work SCOPE OF WORK SHALL INCLUDED THE ADDITON OF THREE (3) NEW STOREFRONT WINDOWS LOCATED ON THE SECOND LEVEL TERRACE ALONG THE SOUTH ELEVATION OF WESTFIELD MALL EXPANSION. THE WINDOWS ARE APPROXIMATELY S' -0" IN HEIGHT AND 2' -6" IN WIDTH FOR AN A TOTAL SQUARE FEET OF 20 SF EACH. THE WORK SHALL INCLUDE THE DEMOLITION OF EXISTING WALL ASSEMBLY TO CUT IN THE NEW OPENINGS AND INSTALL THE REQUIRED STUD FRAMING, SHEATHING, WEATHERPROOFING, AND GYPSUM SHEATHING ASSOCIATED WITH THE INSTALLATION OF THE WINDOWS. THE WINDOWS ARE FOR A EXISTING VACANT SPACE WITHIN THE MALL THAT WILL SOON BE A NEW TENANT SPACE UNDER A SEPARATE PERMIT / CONTRACT. MALL AT SOUTHCENTER U Project Directory OWNER WESTFIELD SOUTHCENTER 6033 Southcenter Seattle, WA 98188 SENIOR GENERAL MANAGER, ANDREW CIARROCCHI T: (206) 246 -0423 F: (206) 244 -8607 PAT BURNS T: (206) 246-0423 F: (206) 244 -8607 C: (206) 786 -9011 ARCHITECT S.M. STEMPER ARCHITECTS, P.L.L.C. 4000 Delridge Way SW Suite 200 Seattle, Washington 98106 CONTACT: WAYNE JOHNSON, PROJECT MANAGER (206) 624 -2777 (206) 624 -2973 FAX wayne @smstemper.com General Notes I. 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 CONSTRUCTION FOR COMPLIANCE WITH THE DESIGN INTENT AND TO ASSIST THE CONTRACTOR IN RESOLVING VARIATIONS IN THE EXISTING CONSTRUCTION. THESE DOCUMENTS ADDRESS ALL KNOWN CONDITIONS, BUT iT IS ANTICIPATED THAT HIDDEN CONDITIONS WILL BE ENCOUNTERED DURING CONSTRUCTION. THE ARCHITECT WILL OBSERVE ALL SUCH HIDDEN CONDITIONS AND ISSUE CLARIFICATIONS OR MODIFICATIONS OF THE DESIGN TO ADDRESS SUCH CONDITIONS AND WILL DOCUMENT ALL CHANGES. 4. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB AND SQUARE. 5. DETAILED AND /OR LARGER SCALE DRAWINGS TAKE PR 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 IN THESE DRAWINGS ARE TYPICAL AND WILL APPLY UNLESS OTHERWISE NOTED OR SHOWN. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ARE TO BE OF THE SAME NATURE AS THOSE DRAWN FOR SIMILAR CONDITIONS. S. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO REPLACE N 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. II. PROVIDE WATER RESISTANT (PAPERLESS) TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 12. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 13. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 14. PROVIDE ONE TYPE 5E- 2A -1013C FIRE EXTINGUISHER PER 3000 SF AND NOT MORE THAN 15 FT OF TRAVEL DISTANCE, 15. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT AT NONRATED PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FiRE RATES PARTITIONS. 16. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE, AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 11. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 1S. FURNISH AND INSTALL THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTORS SHALL OBTAIN ALL NECESSARY PERMITS. 19. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 20.FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 2L PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK PLANNING APPROVED • No changes can be made. to these plans without apps' . -- 1 from the Planning Divis; r : DCD Approved By: f9> k Date: _v._ `�._1 Drawing Index ARCHITECTURAL T1.0 TITLE - COVER SHEET A1.0 FLOOR PLAN A2.O ELEVATIONS AND WINDOW DETAILS A3.0 WINDOW DETAILS Vicinity Map L SP WESTFIELD MALL AT SOUTHCENTER WINDOW INSTALLATION ION CE FXLE C : '? Permit No.. DIA _ M1' Plan review approval is subject to e rrors ons and omissions. Approval of construction documents does not authorize pile vioiation of any adopted code or ordinance. Receipt of approve py : d co � , : cknowiedged: 4 6 44I/ Date:, `/0 �0 City Of'l ikwila BUILDING DIVISION Code Summary CODE SUMMARY: iBC 2006 - INCLUDING WASHINGTON STATE AMENDMENTS EXISTING FULLY SPRINKLED BUILDING - NO MODIFICATIONS TO SPRINKLERS PERMIT TYPE - TENANT IMPROVEMENT AT EXISTING COVERED MALL BUILDING ZONING USE TUC - TUKWILA URBAN CENTER TAX PARCEL NUMBER: 262304 -9023 ADDRESS: 2600 SOUTHCENTER MALL TUKWILA, WA 9SMSS 'BUILDING TYPE: IIB C REVIEWED FOR ODE COMPLIANCE APPROVED SEP 18 2009 City o kwila BUILDING DIVISION ,.- .-.... o......... • TENANT IMPROVEMENT SUMMARY: INSTALLATION OF THREE (3) WINDOWS AT THE SOUTH ELEVATION FOOD COURT TERRACE ON THE 2ND LEVEL OF THE MALL. TOTAL ADDITIONAL SQUARE FEET: ZERO (0) SF OCCUPANCY GROUP: WESTFIELD MALL - M - COVERED MALL OCCUPANCY LOAD: N/A - NO CHANGE IN OCCUPANCY LOAD EGRESS REQUIREMEN N/A ALL EGRESS COMPONENTS ARE EXISTING AND NO CHANGE FIRE RESISTANCE REQUIREMENTS: N/A - NO CHANGC iN FIRE RESISTANCE REQUIREMENTS. THE WALL IN WHICH WINDOWS ARE BEING INSTALLED IS NOT FIRE RATED. PLUMBING REQUIREMENTS N/A - NO PLUMING WORK ASSOCIATED WITH THIS WORK Si te Plan AREA OF WORK TENANT SPACE - FC 8 r —I n LJ RECEIVED CITY OF TUKWILA SEP 112009 PERMIT CENTER V01- l°I3 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 SERMACE, 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 NFORMA110N SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WttHOUT WRITTEN PERMISSION FROM THE ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (200) 624 -2777 • FAX (206) 624 -2973 ISSUE ISSUE DATE: PERMIT SET SEPTEMBER 10, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ T1.O S M SA #0922 I 111111111111111111111 EXISTING EXIT TO REMAIN EXISTING THIN BRICK INALL ASSEMBLY PARTIAL SECOND LEVEL FLOOR PLAN 1/4" = 1' -0" EXISTING VERTICAL BRICK BANDS (TYPICAL OF 14) NORTH TENAT SPACE FOOD COURT #8 UNDER SEPARATE CO TRACT/ PERMIT G L. G.L. G L. ALUMINUM STOREFRONT WINDOW IN/ INSULATED GLAZING (TYP. OF 3) AREA OF WORK CONTRACTOR SHALL DEMOLISH EXISTING WALL ASSEMBLY FOR NEW ALUMINUM STOREFRONT WINDOW INSTALLATION (TYP. OF 3) ±25' -9" EXISTING FOOD COURT TERRACE TO REMAIN C L. ±11' - 5 5/16" EXISTING EXIT TO REMAIN EXISTING WALL TYPE INTERIOR FASTING WALL TYPE ASSEMBLY - 5/8" TYPE X WS - 6" (16 GA.) METAL STUD FRAMING AT 12" O.C. - 5/8" EXTERIOR SHEATHING - BUILDING PAPER - STUCCO WEEP MAT - METAL LATH - SCRATCH AND BROWN COAT - THIN BRICK VENEER CONSTRUCTION NOTES 1. CONTRACTOR SHALL DEMO EXISTING WALL ASSEMBLY FOR NEW ALUMINUM STOREFRONT WINDOW (TYP. OF 3 LOCATIONS). 2. CONTRACTOR SHALL MAINTAIN WATERTIGHT EXTERIOR WALL ASSEMBLY, INCLUDING THERMAL INSULATION AND VAPOR BARRIER AT LOCATIONS OF DEMOLITION. 3. CONTRACTOR SHALL REPLACE INTERIOR SHEATHING THAT WAS REMOVED FOR INSTALLATION OF WINDOWS. - TAPE AND MUD ALL JOPINTS AND SEAMS. 4. CONTRACTOR SHALL INSTALL REQUIRED METAL STUD FRAMING EQUAL TO EXISTING FRAMING. STUDS SHALL BE MINIMUM 6" DEEP, I6GA FRAMING FOR ALL HEADERS, JAMB STUDS, AND SILL TRACKS. 5. CONTRACTOR SHALL PROTECT ALL EXISTING MATERIALS AND FINISHES INCLUDING FLOORS, WALLS, CEILINGS, EQUIPMENT, ETC. bo 1a3 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 18 2009 City of Tukwila B UILDING DIVISION ►' cnMASw SEP 112009 PERMIT CENTER WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS ORAYANG 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 ALL DESIGN AND OTHER INFORMATION SHOYN 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: PROJECT MANAGER WEJ PERMIT SET SEPTEMBER 10, 2009 PROJECT ARCHITECT WEJ FLOOR PLAN A1.0 SMSA #0922 11 1 PARTIAL SOUTH ELEVATION 1 /4" = 1' -0" EXISTING EXIT TO REMAIN 0 EXISTING THIN BRICK VENEER OVERALL SOUTH SECTION 1 "= 30' -0" EXISTING VERTICAL BRICK BANDS TO REMAIN (TYPICAL OF 14) RA. FIELD VERIFY 0 0 0 0 ID 0 RA. 2' -6%" f FIELD VERIFY NEW ALUMINUM STOREFRONT WINDOWS WITH INSULATED GLAZING (TYPICAL OF 3) 0 0 EXISTING LIGHT FIXTURES TO REMAIN (TYPICAL OF 4) EXISTING STOREFRONT WINDOWS AND EXIT DOORS TO REMAIN 0 0 T.O. PARAPET EL. + 1251' 2ND LEVEL FF EL. + 4685' 0 22 23 REVIEWED FO CODE COMPLIANCE APPROVED SEP 18 2009 City of Tukwila BUILDING DIVISION EXISTING STONE PARAPET CAP TO REMAIN EXISTING THIN BRICK VENEER WALL ASSEMBLY TO REMAIN EXISTING STEEL AND GLASS CANOPY TO REMAIN EXISTING STONE BAND TO REMAIN EXISTING THIN BRICK VENEER WALL ASSEMBLY TO REMAIN EXISTING STONE BAND TO REMAIN EXISTING THIN BRICK VENEER WALL ASSEMBLY TO REMAIN EXISTING ROOF ASSEMBLY TO REMAIN REMOVE EXISTING GLUE) AND REPLACE AS REQUIRED FOR NEW JAMB STUDS, HEADER AND METAL STUD FRAMII 6 "- 16GAMET STUD HEADER (TYPICAL 3 LOCATIONS) DEMO EXISTING WALL ASSEMBLY AT (3) LOCATIONS FOR NEW WINDOWS FOOD COURT TENANT *8 16 GA METAL STUD SILL TRACK (TYPICAL 3 LOCATIONS) 14 EXISTING FLOOR - ASSEMBLY TO REMAIN WALL SECTION 1 /2" = 1' -0" r 14 - - • • • • EXISTING STONE CAP TO REMAIN EXISTING THIN BRICK WALL VENEER WALL ASSEMBLY TO REMAIN 3RD LEVEL FF .: EL. + 6825' EXISTING VERTICAL BRICK/STONE BAND TO REMAIN EXISTING R -19 BATT INSULATION TO REMAIN EXISTING 6" METAL STUD FRAMING TOR REMAIN EXISTING HORIZONTAL STONE BAND TO REMAIN FF GALVANIZED SHEET METAL FLASHING WITH DRIP EDGE (SANDSTONE COLOR) ALUMINUM STOREFRONT FRAME INSULATED GLAZING IN ALUMINUM FRAME 2ND LEVEL FOOD COURT TERRACE A3.0 ALUMINUM STOREFRONT FRAME FF GALVANIZED SHEET METAL. SILL PAN (SANDSTONE COLOR) EXISTING HORIZONTAL STONE SILL AND BAND TO REMAIN EXISTING CONCRETE TERRACE TO REMAIN (CONTRACTOR TO PROTECT FINISH) t?o 193 29 30 31 32 33 01 11 111 1111111111111111I Ifill11 i iIIII111111i11i I.1111111lli.IIIBI11111 i1111`I1 11 .1111 1 1111 11 .1111111;11 CITY RECEIVED SEP 112009 PERMIT CENTER - Et Pei Sou`! can ter W 8 sa,tAcenter ra1"g TakwTla , A., g ates -2898 209 -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 'DIE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAPING 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 (200) 624 -2973 0 0 z ISSUE ISSUE DATE: 00 CC 1 E2 1 F z0 w v 0 0 _ O Po O 0) J < < Q J w -J � J 2 I- 0 z U I— W = LL W O � o 0 co CV PERMIT SET SEPTEMBER 10, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ ELEVATION AND WINDOW DETAILS A2.0 SMSA #0922 5/8" TYPE X GWB - REMOVE AND REPLACE EXST. GWB AS REQUIRED TO CUT IN NEW WINOOW OPENING SELF ADHESIVE MEMBRANE - WRAP HEAD OF WINDOW BACKER ROD AND CAULK TYPICAL BACKER ROD AND CAULK TYPICAL SELF ADHESIVE MEMBRANE - WRAP JAMB OF WINDOW METAL STUD JAMB STUDS - MATCH GAUGE OF EXST. STUDS (16 GA.) 5/8" TYPE X GWB - REMOVE AND REPLACE EXST. GWB AS REQUIRED TO CUT IN NEW WINODW OPENING 3 " =1' -0" BACKER ROD AND CAULK TYPICAL SELF ADHESIVE MEMBRANE - WRAP JAMB OF WINDOW METAL STUD JAMB STUDS MATCH GAUGE OF EXST. STUDS (16 GA.) 5/8" TYPE X GWB - REMOVE AND REPLACE EXST. GWB AS REQUIRED TO CUT IN NEW WINODW OPENING EXST. R -19 BATT INSULATION IN EXST. STUD CAVITY BACKER ROD AND CAULK TYPICAL SELF ADHESIVE MEMBRANE - WRAP JAMB OF WINDOW METAL STUD SILL - MATCH GAUGE OF EXST. STUDS (16 GA.) 31/4" j WINDOW HEAD DETAIL 5/8" TYPE X GWB - REMOVE AND REPLACE EXST. GWB AS REQUIRED TO CUT IN NEW WINDDW OPENING EXST. R -I9 BATT INSULATION IN EXST. STUD CAVITY WINDOW JAMB DETAIL WINDOW JAMB DETAIL WINDOW SILL DETIAL 3" = 1 ' -0" EXST. VERTICAL BRCIK BAND EXST. HORIZONTAL STONE BAND EXST. R -19 BATT INSULATION IN EXST. STUD CAVITY EXST. GWB WITH BUILDING PAPER AND SCRATCH COAT ASSEMBLY 16 GA. METAL STUD HEADER AS REQUIRED FOR NEW WINDOW OPENING FF GALV. SHEET METAL DRIP EDGE WITH HORIZONTAL CLEAT - CUT DRIP EDGE INTO GWB BEHIND BLDG. PAPER BACKER ROD AND SEALANT - TYPICAL EACH SIDE ALUMINUM STOREFRONT FRAMING INSULATED GLAZING INSULATED GLAZING ALUMINUM STOREFRONT FRAMING BACKER ROD AND SEALANT - TYPICAL EACH SIDE CUT IN GALV 1 1/2" SHEET METAL EDGE TRIM BEHIND BLDG. PAPER AND OVERLAP WITH SELF ADHESIVE MEMBRANE EXST. GWB WITH BUILDING PAPER AND SCRATCH COAT ASSEMBLY EXST. R -19 BATT INSULATION IN EXST. STUD CAVITY EXST. VERTICAL BRCIK BAND EXST. THIN BRICK VENEER INSULATED GLAZING ALUMINUM STOREFRONT FRAMING FF GALV. SHEET METAL SILL PAN OVER STONE BAND - COLOR SHALL BE SANDSTONE BACKER ROD AND SEALANT - TYPICAL EACH SIDE CUT IN GALV 1 1/2" SHEET METAL EDGE TRIM BEHIND BLDG. PAPER AND OVERLAP WITH SELF ADHESIVE MEMBRANE EXST. GWB WITH BUILDING PAPER AND SCRATCH COAT ASSEMBLY EXST. THIN BRICK VENEER INSULATED GLAZING ALUMINUM STOREFRONT FRAMING BACKER ROD AND SEALANT - TYPICAL EACH SIDE (PROVIDE WEEPS AT EXTERIOR) FF GALV. SHEET METAL SILL PAN WITH DRIP EDGE OVER STONE BAND COLOR SHALL BE SANDSTONE CUT IN GALV 1 1/2" SHEET METAL EDGE TRIM BEHIND BLDG. PAPER AND OVERLAP WITH SELF ADHESIVE MEMBRANE EXST. HORIZONTAL STONE BAND EXST. GWB WITH BUILDING PAPER AND SCRATCH COAT ASSEMBLY ISOMETRIC DRAWINGS ARE INTENDED TO PROVIDE FURTHER CLARITY OF THE OVERLAPPING OF SYSTEMS PERTAINING TO THE WINDOW DETAILS. DETAILS, INSTALLATION REQUIREMENTS, AND SYSTEM ASSEMBLIES FOR EXTERIOR FINISH GOVERN. L BACKER ROD AND SEALANT SELF - ADHESIVE MEMBRANE - WRAP CORNER METAL EDGE TRIM BUILDING PAPE BUILDING PAPE N.T.S. CONT. CLEAT SELF - ADHESIVE MEMBRANE LAP OVER BUILDING PAPER CO WINDOW HEAD DETIAL N.T.S. NOTE: TURN SILL PAN UP AT CORNERS BEHIND SILL PAN FLASHING. OVERLAP SELF ADHESIVE MEMBRANE OVER SILL PAN JAMB EXTENSIONS. SELF - ADHESIVE MEMBRANE - LAP OVER BUILDING PAPER AND SILL PAN AT JAMB EXTENSIONS METAL SILL PAN FLASHING - SEE NOTE SELF - ADHESIVE MEMBRANE - LAP OVER UNDERLAYMENT, WINDOW SILL DETIAL METAL LATH SCRATCH AND BROWN THIN BRICK EXTERIOR VERTICAL BRICK ACCENT BAND 2 PIECE GALVANIZED HEAD FLASHING SCRATCH AND BROWN METAL LAN BACKER ROD AND SEALANT METAL EDGE TRIM BUILDING PAPER GUS SCRATCH AND BROWN METAL LATH THIN BRICK EXTERIOR SCRATCH AND BROWN ALUMINUM STOREFRONT SPECIFICATIONS: MANUFACTURER: KAWNEER COMPANY INC. SERIES: VG 451 T FRAMING SYSTEMt THERMALt FRONT SHEAR BLOCK ASSEMBLY OUTSIDE GLAZED WIN 1" INFILL PROFILE: 2" WIDE X 4 I/2" DEEP FINISH / COLOR FLUROPON (10% PVDF), AAMA 2605 FLUOROPOLYMER COATING - COLOR TO BE 'SANDSTONE' TO MATCH EXISTING. WIND LOADS: PROVIDE FRAMING SYSTEM± INCLUDE ANCHORAGE, CAPABLE OF WITHSTANDING WIND LOAD DESIGN PRESSURES OF XXXX LBSJSF INWARD AND XXXX LBS /SF OUTWARD. NE DESIGN PRESSURES ARE BASED ON THE 2006 IBC. AIR INFILTRATION: THE TEST SPECIMEN SHALL BE TESTED IN ACCORDANCE WITH ASTM E283. AIR INFILTRATION SHALL NOT EXCEED 0.06 CFM/FT2 AT A STATIC AIR PRESSURE DIFFERENTIAL OF 624 PSF. WATER RESISTENCE: THE TEST SPECIMEN SHALL BE TESTED IN ACCORDANCE WITH ASTM E 331. THERE SHALL BE NO LEAKAGE AT A MINIMUM STATIC AIR PRESSURE DIFFERENTIAL OF 8 PSF AS DEFINID IN AAMA 501. UNIFORM LOAD: A STATIC AIR DESIGN LOAD OF 20 PSF SHALL BE APPLIED IN THE POSITIVE AND NEGATIVE DIRECTION IN ACCORDANCE TO ASTM E 330. THERE SHALL BE NO DEFLECTION IN EXCESS OF I/115 OF THE SPAN OF MY FRAMING MEMBER AT A STRUCTURAL LOAD EQUAL TO 1.5 TIMES THE SPECIFIED DESIGN LOAD, NO GLASS BREAKAGE OR PERMANENT SET IN THE FRAMING MEMBERS IN EXCESS OF 0.2% OF THEIR CLEAR SPANS SHALL OCCUR. THERMAL RESISTANNCE (U- FACTOR WHEN TEST IN ACCORDANCE TO AAMA SPECIFICATION 1503 THE THERMAL TRANSMITTANCE (U- FACTOR) SHALL NOT BE MORE THAN: GLASS TO EXTERIOR - 0A1 (LOW E) OR 0.061 (CLEAR) CONDENSATION RESISTENCE (crf): WHEN TEST TO AAMA SPECIFICATION 1503 THE CONDENSATION RESISTANCE FACTOR SHALL NOT BE LESS THAN: GLASS TO EXTERIOR - 10 FRAME AND 69 GLASS (LOW E) OR 69 FRAME AND 58 GLASS (CLEAR) MATERIALS: ALUMINUM FRAMING AND COMPONENTS I. MATERIAL STANDARD - ASTM B 2211 6063 -T6 ALLOY AND TEMPER 2. MEMBER WALL THICKNESS - EACH FRAMING MEMBER SHALL PROVIDE STRUCTURAL STRENGTH TO MEET SPECIFIED PERFORMANCE REQUIREMENTS 3. TOLERANCES - REFERENCE TO TOLERANCES FOR WALL THICKNESS AND OTHER CROSS SECTIONAL DIMENSIONS OF STOREFRONT MEMBERS ARE NOMINAL MD IN COMPLIANCE WITH AA ALUMINUM STANDARDS AND DATA. ACCESSORIES: I. FASTENERS - WHERE EXPOSED SHALL BE STAINLESS STEEL 2. GASKETS - GLAZING GASKETS SHALL BE EXTRUDED EPDM RUBBER 3. PERIMETER ANCHORS - WHEN STEEL ANCHORS ARE USED PROVIDE INSULATION BETWEEN STEEL MATERIAL AND ALUMINUM MATERIAL TO PREVENT GALVANIC ACTION. 4. THERMAL BARRIER - (TRIFAB VG 451T) KAWNEER ISOLOCK THERMAL BREAK WITH A Y4" SEPARATION CONSISTING OF TWO PART CHEMICALLY CURING, HIGH DENSITY POLYURETHANE WHICH IS MECHANICALLY MD ADHESIVELY JOINED TO ALUMINUM STOREFRONT SECTIONS. THERMAL BREAK SHALL BE DESIGNED IN ACCORDANCE WITH AAMA TIR -A8 AND TESTED IN ACCORDANCE TO AAMA 505 SEALANT: DOW CORNING 190 SILICONE SEALANT - MATCH EXISTING SEALANT COLOR (SANDSTONE) GLAZING: SOLARBAN 10 VISIBLE LIGHT TRANSMISSION: 63% U -VALUE WINTER 029 U -VALUE SUMMER: 021 SHGC: 021 SHADING COEFFICIENT: 031 SILL INFORMATION: 451- VG -00I SILL 451 -VG -524 SHEAR BLOCK PACKAGE 451 -HP -126 FLASHING CLIP 451T -HP -031 HP FLASHING NOTE: %s" SHIM SPACE REQUIRE) AT HEAD WITH HP FLASHING JAMB INFORMATION: 451T - VG -001 JAMB 451T -126 SHIM SUPPORT HEAD INFORMATION- 451T-126 SHIM SUPPORT 451 -VG -524 SHEAR BLOCK PKG. 451 -VG -004 GLASS STOP 451T -VG -003 HEAD A30 ALUMINUM STOREFRONT FRAMING INSULATED GLAZING SOLARBAN 10 +- 2' -6 I/2" RA. FIELD VERIFY • COLOR OF FRAME TO BE 'SANDSTONE' • COLOR OF SEALENT TO BE 'SANDSTONE' • GLAZONG TO BE 'SOLARBAN 10' WINDOW TYPE - A 1 /2" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 18 2009 City of Tukwila BUILDING DIVISION b01--19,3 RECEIVED CITY OF TUKWILA SEP 1 12009 PERMIT CENTER WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAPING IS AN NSTRUIE NT CF SERVICE, IS THE PROPERTY OF THE ARCHITECT MD MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN MID OTTER NFERMATION SHOWN ON THE ORA%MNG ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM 111E ARCHITECT S.M. STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98108 (208) 824 -2777 • FAX (208) 824 -2973 ISSUE ISSUE DATE: PERMIT SET SEPTEMBER 10, 2009 PROJECT ARCHITECT WEJ PROJECT MANAGER WEJ WINDOW DETAILS A3.0 SMSA #0922