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Permit D08-007 - WESTFIELD SOUTHCENTER MALL - AEROPOSTALE - SHELVING
AEROPO STALF, 2626 SOUTHCENTER MALL D08 -007 Parcel No.: 6364200010 Address: 2626 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: AEROPOSTALE Address: 2626 SOUTHCENTER MALL , TUKWILA WA CityOf Tukwila i 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 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contractor: Name: TURNER - BUSCH, INC Address: 80 E RIDGEWOOD AVE , PARAMUS, NJ 07652 Phone: 201- 262 -2121 Contractor License No: TURNEI *230J7 Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC - 10/06 U -B DEVELOPMENT PERMIT Contact Person: Name: DAPHANE VOLTZ Address: LAMI GRUBB MANAGEMENT SERVICES , 100 SWISSVALE AVE 15218 Phone: 412 - 243 - 3430 X223 * * continued on next page ** Permit Number: D08 -007 Issue Date: 03/14/2008 Permit Expires On: 09/10/2008 Expiration Date: 10/27/2008 DESCRIPTION OF WORK: STOCK SHELVING WITHIN STOCK ROOM FOR TENANT IMPROVEMENT OF NEW MALL SPACE $0.00 Fees Collected: $269.33 International Building Code Edition: 2006 Occupancy per IBC: 0019 D08 -007 Printed: 03 -14 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Print Name: v n e- doc: IBC -10/06 City olTukwila • 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 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 work. I am authorized to sign and obtain this development permit. Signature \ Date: 3-14- n Sam Permit Number: D08 - 007 Issue Date: 03/14/2008 Permit Expires On: 09/10/2008 Date: 0 U 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. D08 -007 Printed: 03 -14 -2008 • City of Tukwila Parcel No.: 6364200010 Address: 2626 SOUTHCENTER MALL TUKW Suite No: Tenant: AEROPOSTALE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 CONDITIONS Permit Number: D08 -007 Status: ISSUED Applied Date: 01/04/2008 Issue Date: 03/14/2008 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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. doc: Cond -10/06 * *continued on next page ** D08 -007 Printed: 03 -14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: S\ Gt Yl c '�kr doc: Cond -10/06 D08 -007 Date: .-/ 9-06- ordinances governing or local laws regulating Printed: 03 -14 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.ci.tukiliki.wa.us h 1\1 I n g P � m 1 Building Permit No. c w g-00 7 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. D V 1 (For office use only) plications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: (..93(.041-0 001 0 Site Address: 2(/LLP SOV I Ce rite Y Ma t /l. Suite Number: S�1 lnFloor: 2 0 1 Tenant Name: ( 1,v o r' IX �c New Tenant: 1© Yes ❑ .. No Property Owners Name. it d 1),S+1, tU ki h(.m I i? v� a wt Cs ovd.� na loY) � n ° 2 MailingAddress:I (.111 Sh y i3/ HO DV T h I�V �� (Av mW c� `I .5 City j State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: I)GtphQn -49, Vo L fz_ (1J.JVY) I G t tL M+ SYC,S Day Telephone: `1 12 ` 24 Mailing Address:1bo l Jc f 1 �$S �Q ' q �vk I`� l tysbur h PA 52)� I City State Z E -Mail Address d NI00 V'lI J r 1.1 b h - 01)/11) Fax Number: LI 11. ' 3 I ` GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name:7 0 be cbtravned u• ( (0c(1 &d ) D( C-1- c n a uuci i-d oaf Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: (iDvf I a r d 40Y ` ii v, Mailing Address: - I I . 1 Q v oa OI Contact Person) 'T I J m i i ►' ) E -Mail Address: \ City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record l ( n q j0 M — KO 0 I Z C ity ` 1 State Zip Day Telephone: I 1 — 1 9 35 - 5(.o ( I Fax Number: ell - 35 ' 3(o '1 1 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: se (I'S ) li ,Sfr i tC ( i t V PLC q ,(l to Irl � Mailing Address: �6) 0 IS . dl S �ok Dice,( U �CI a n) G�TY l4�,l ('1 ' n (2 Q - 1 co I I^ City S` t _ Zip Contact Person: d "1 J l C Y I A e I �1 d S I' Day Telephone: 1 5 y I - 05 0 '- � n� � E -Mail Addresse.S Q 1 C I� 1�P G Yt( V . n 24- o Fax Number: `)4 \ - b - r .2..33 QMpplications\Ponns- Applications On Line\1 -2006 - Permit Application.doc Revised: 9 -2006 Page 1 of 6 bb • i ILDING PERMIT INFORMATION - 206 -431 -3670 St 1pj / A) Valuation of Project (contractor's bid price): $ 5 , 5 eD. -k Existing Building Valuation: del l 2 / �7 s kitsal Scope of Work (please provide detailed information): Irile r C 6r nQ / Pi tO U t of' c /1,Q LobLi at t4 a rCe.i S uJP( iLreir aV) P1/S "nc chi( kl U C ud d 1 0A f c'fi oS-,J Silt I it/ ( in A); h; r) c /L 'I & e C 1/� � r�o - I ;, S a _ - fir - 1G Will there be new rack storage? —'J Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: [� Will there be storage or use of flammable, combustible or hazardous materials in the building? Sprinlders Automatic Fire Alarm ❑ None ❑ Yes Other (specify) ] r l) O ng - ten </l No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ^ {� ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Fonns- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh (to ❑.. No If yes, a separate permit and plan submittal will be required. Srr)okc ■/ a Wah `ark - L L D � PIOUS - See 6oild i v) P'sf p I ) -F0V )-e5- .74c_ Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2 " Floor _ 2 Q M 3 Floor Floors thru Basement - . J Accessory Structure* �- - - ,. Attached Garage J _ Detached Garage Attached Carport Detached Carport • Covered Deck Uncovered Deck • i ILDING PERMIT INFORMATION - 206 -431 -3670 St 1pj / A) Valuation of Project (contractor's bid price): $ 5 , 5 eD. -k Existing Building Valuation: del l 2 / �7 s kitsal Scope of Work (please provide detailed information): Irile r C 6r nQ / Pi tO U t of' c /1,Q LobLi at t4 a rCe.i S uJP( iLreir aV) P1/S "nc chi( kl U C ud d 1 0A f c'fi oS-,J Silt I it/ ( in A); h; r) c /L 'I & e C 1/� � r�o - I ;, S a _ - fir - 1G Will there be new rack storage? —'J Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: [� Will there be storage or use of flammable, combustible or hazardous materials in the building? Sprinlders Automatic Fire Alarm ❑ None ❑ Yes Other (specify) ] r l) O ng - ten </l No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ^ {� ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Fonns- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh (to ❑.. No If yes, a separate permit and plan submittal will be required. Srr)okc ■/ a Wah `ark - L L D � PIOUS - See 6oild i v) P'sf p I ) -F0V )-e5- .74c_ PERMIT APPLICATION NOTES — Applicable 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 7 ER r AUTHORIZED AGENT: Signature: s- �. Print Name: ID. ANiC;, Vo1-rZ Mailing Address: 11 E = S w IS Vb I-e_ 4' Date Application Accepted: ` _ Date Application Expires: 00(C 7- Staff Initials: buC I Q:Wpplications\Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh Date: /2 ' 2 I ' 0 Day Telephone: y 1 ? - Z4 3" 3 30 )( 223 Fi lfsbuv� h PA State /52-I[3 City Zip Page 6 of 6 Receipt No.: R08 -00763 Payee: TURNER BUSCH INC 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 027331 168.49 000/322.100 000/345.830 000/386.904 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -007 Address: 2626 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/04/2008 Applicant: AEROPOSTALE Issue Date: Payment Amount: $168.49 Initials: WER Payment Date: 03/14/2008 03:01 PM User ID: 1655 Balance: $0.00 Account Code Current Pmts 160.50 3.49 4.50 Total: $168.49 doc: Receiot -06 Printed: 03 -14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -007 Address: 2626 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/04/2008 Applicant: AEROPOSTALE Issue Date: Receipt No.: R08 -00035 Payment Amount: $100.84 Initials: WER Payment Date: 01/04/2008 03:25 PM User ID: 1655 Balance: $168.49 Payee: LAMI GRUBB MANAGEMENT TRANSACTION LIST: Type Method Description Amount rinr.• RArpint -(16 Payment Check 0502 100.84 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 100.84 Total: $100.84 6888 01/07 9710 TOTAL 100.84 Printart: ni- n4 -20n8 Project: Sc. �R��T A Le Type of Inspection: G i al l \-- . Address: 2 ns Date Called: Special Instructions: Date Wanted: '7 z- -0 p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. � I l (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2 A AA (0.3 — A e 4:( 60.00 REINSPECTION FEE I EQUIRED. to inspection, fee must be aid at 6300 Southcenter Bl d., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: - – - — 40 . r "Oac' T T an.. - - Project: Project: e Type of Inspection: Pr i43 Address: Date Called: Special Instructions: 2 144 1) r `7 V � 9 7 Date Wanted: / Ag# Vim; p.m. Requester: Phone No: 2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,bob- 007 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 04 12, ar � eel); n D ar � Ve 1 DateS� 7 fl $58,Q(REINSPECTION FEE REQUIRED. Prior $ inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: fJ () / /Void - d/it r oi� kV, Gt;Aas - 4,1n4 ., Address: , 6 Sm i $� � ,1 /✓a 2 ; //-e Pco e v, 5 i , etIlitwrcI irar'? f P'2V 4' It/ c-_5 _7 . 6 , . Q , i I A 7 / / ,1 4 2 - - 5 - i ) ; ? A y i,•' 8e/ PM,/ S,4 isl- / .. N5/ 2 %o / 09 ...1). P,■avi v e .De i'91 z- Trot 1/420 Li/. Phone / y- `7e -S ,..--...„ ........ Project: 46kv.PvSThJ L Type of Inspection: F62 OrmAJ e Address: , 6 Sm i $� � ,1 Called: Special Instructions: Date Wanted: m Requester: Phone / y- `7e -S RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. DA- col Date: [' 241-- 0 .00 REINSPECTION EE REQUIRED. Prior o inspection. fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: ✓ aza A == �' & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RECEIVED July 7, 2008 KA No. 066 -08090 Mr. Jay Presely Turner Busch 729 Grapevine Hwy Hurst, TX 76054 RE: Special Inspection Aeropostale Store Tukwila, WA Dear Mr. Presely, JUL 1 2068 COMMUNITY DEVELOPMENT In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on April 30, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. 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, KRAZAN & ASSOCIATES, INC eG cr-70err%—. Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States Permit No. D08 -007 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 DFR Template • - "asi --l &al(r M. 2l an 8. AS SO CIAT ES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 4-30-08 CONTRACTOR: Turner Busch PROJECT #: 066 -08090 PERMIT NO: D 08-007 PROJECT: Areopostale INSPECTOR: G. Naill LOCATION: # 2626 S. Center Mall JURISDICTION: City of Tukwila Spray applied Fire resistive Materials KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Indoor TEMP: 70 F FIELD REPORT NO.: 8090DFRO43008 -gn Arrived on site as requested by the contractor to perform testing of Spray Applied Fire Resistive Materials in conformance to project plans and specs. 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection and thickness testing of Hand patching repair of trade damaged fire proofing. This revealed repair work to have been completed using Monokote MK6 fire proofing material. And that repairs have been completed with thicknesses meeting the thickness required by the contract documents. 3) Work is complete per plans and specs at this time. To the best of my knowledge, the above WAS ® / WAS NOT ❑ performed in accordance with the approved p ans, specifications, and regulatory requireme fs Superintendent/Representative: Technician George Naill Offices Serving the Western United States Equipment/Asset Number(s): Form 1501 r.2 Effective Date: 12 -20 -07 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 & Associates. 05/20/03 16:04 FAX 708 345 3823 RHC SPACEMASTER MATERIAL HANDLING ENGINEERING SHEET NO. TEL: (909) 869 -0989 • FAX: (909) 868 -0981 CALCULATED BY 161 ATLANTIC AVENUE • POMONA • CA 91768 NOTE: THE ANALYSIS PERFORMED HERE IS FOR THE WORST CASE SYSTEM. �f- 11 t V1 ' s I oCO) ' w I L TYPES & SS h oo t. 7/. < < i Sh e i v I ,(J q , (FOIDE LB. PEA I EVE CED) Ce-R otha l' S e_ aye /-h.e sa no& 96" I 3W 31# 31# Front View -t-- 48"--et 31# 31# 31# 31# 31# 31# _p1# 3W U Front View 13" j 13112" 131/2" 131/2" 131/2" 131/2" 2" TYPE FS (FOLDED STORAGE, MOVABLE) 31 LB. PER LEVEL 13" 19 131/2" 131/2" 131 /2" 131/2" 131/2" 2" PROJECT FOR play /Op ■ 96" SPACEMASTER 4 OF 15 J.J. DATE 2/8/01 FILE COpy Permit No. Side View NOTE: THE ANALYSIS PERFORMED HERE IS FOR THE WORST CASE SYSTEM. 007 proval Is subject to errors and dotszirre.V3 R- 1 .. 131 /2" 1312' 13 3 1/2" 31/2" :r :.,, • 13" 3 1/2" 131/2" -- 131/2" 131!2" 131/2" O Of Tukwila BILDN I X08- 007 N REVIEWED FOR CODE COMPLL4NCE AP ROVED AN 1 6 2008 2- JAN 0 4 2008 Side View 05 %20/03 16:04 FAX 708 345 3823 RHC SPACEMASTER I- MATERIAL HANDUNG ENGINEERING SHEET NO. 5 OF 15 TEL: (909) 8 0989 • FAX: (909) 869.0981 CALCULATED BY J.J. DATE 2/8/01 161 ATLANTIC AVENUE • POMONA • CA 91769 PROJECT FOR SPACEMASTER Emp SHWING NIT AT N AR A YSIS ra 008 JAN 0 4 2008 t. 05 220/03 16:05 FAX 708 345 3823 MATERIAL HANDLING ENGINEERING TEL: (909) 869.0989 • FAX: (9091869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 RHC SPACEMASTER LQADS31. D1STRISUT 0 N. 48" 15 "D ANALYZE PER 1997 UBC SECTION 16322 AND TABLE 16-0. SEISMIC ZONE = 4 Fp = 0.7CaIpWp ZCooff = 0.7 1p= 1.00 Ca'Na = 0528 Ip= 1.0 NO. OF LEVELS = 8 LVL LIVE LOAD = 31 LB DEAD LOAD = 5 LB DEPTH= 15 IN LONGITUDINAL DIRE • RANSV RSE D ECTION Fp = 0.7'1 '0.528'1 *(31 + 5) = 13.3 LB Vtotal = Fp *NO. OF LEVELS = 13.3 LB/LEVEL'8 LEVELS 106.4 LB LATERAL FORCE DISTRIBUTION Vtotal = Vlong - 106.4 LB VcoI = Vtota /2 tz 53.2LB Pcol = LW /2 (31 +5)'(8)/2 = 144 LB a- =(0.44 * 1.3) PROJECT FOR SHEET NO. CALCULATED BY XE 96.00 IN h LEVEL WEIGHT HEIGHT Fp Mot= j(Fp*h) 2.0 IN 1 36 LB 2.0 IN 13.3 LB 26.6 IN -LB 13.5 IN 2 36 LB 155 IN 13.3 LB 206.2 1N -LB 13.5 IN 3 36 LB 29.0 IN 13.3 LB 385.9 IN -LB 13.5 IN 4 36 LB 42.51N 13.3 LB 565.5 IN -LB 13.5 IN 5 36 LB 56.0 IN 13.3 LB 745.1 IN -LB 13.5 IN 6 36 LB 69.5 IN 13.3 LB 924.7 IN-LB 1351N 7 36 LB 83.0 IN 13.3 LB 1104.4 IN -LB 13.0 IN 8 36 LB 96.00 IN 13.3 LB 1277.3 IN -LB / =I 106.4 LB 5235.8 IN-LB 6 OF J.J. SPACEMASTER H . LVI U T 3i LB+5 LB 31 LB +5 LB 31 LB +5 LB 31 LB+5 LB 31 LB +5 LB 31 LB+5 LB 31 1..8+5 LB 31 LB+5 LB 48 IN Ji FRONT VIEW W = 48 IN SIDE VIEW D =15 IN U009 15 DATE 2/8/01 13.0 IN 13.5 IN � 135 IN -/- 13.5 IN 13.5 IN 13.5 IN 13.5 IN f 2.01N JAN 0 4 ZUUd I. 05 %20/03 16:05 FAX 708 345 3823 RHC SPACEMASTER 1 1 010 PROJECT FOR SPACEMASTER --_ -- SHEET NO. 7 OF � 15 MATERIAL HANDLING ENGINEERING TEL: (909) 889.0989 • FAX: (809) 88 -0981 CALCULATED BY J.J. DATE 2/8/01 161 ATLANTIC AVENUE • POMONA • CA 91768 LONGTTUDLNAL A LY S: 48 °Wx1593x A TO COLUMN MOMENT CAPA N ITY UNIT LONGITUDINAL STABILITY IS DEPENDENT ON PC0I = 144 LB Vcot _ VtOtalr2 =53.2LB T F1 = 6.7 LB F1 = 13.3 LB h4 F2 = 6.7 LB F2 = 6.7 LB F3 = 6.7 LB F2 a hs hi = 2. IN h2 = 13.5 IN h3 = 13.5 IN h4 = 13.5 IN h5 = 13.5 IN NOTE: LOWEST SHELF IS ASSUMED TO BE ON THE GROUND AND DOES NOT HAVE SEISMIC CONTRIBUTION TO THE COLUMN. Mbase = 0 in -lb (ASSUME PINNED) M 1 -1 = Vcol x (h1+h2) _ (53 Ib)(15.5 In) = 825 IN-LB M 2 -2 = ((Vcol -F1) x h3)/2 = (53- 13.3)(133/2)= 270 1N-LB M 3-3 ((VcoI- F1 -F2) x h4)/2 = (53- 13.3 - 6.7)(13.5/2)= 223 IN -LB CONNECTION MOMENT AT FIRST LEVEL Mconn 1 -1 = (M 1 -1 + M 2 -2)/2= 548 IN -LB CONNECTION MOMENT AT SECOND LEVEL Mconn 2 -2 = (M 2 -2 + M 3-3)/2 = 246 IN -LB VERIFY ADEQUACY OF COLUMN AT SECTION 2 -2 PCoI = 144 LB McoI = 825 IN -LB VERIFY ADEQUACY OF CONNECTION Mconn = 548 IN -LB F1 h1 + h2 DOUBLE RIVET BEAMS ONLY 48 IN BM -COL r JAN 0 4 2008 05720/03 18:05 FAX 708 345 3823 SEIZMIC wC. MATERIAL HANDLING ENGINEERING TEL: (909) 889 -0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 Cc = (2rt^2E/Fy) ^.5 131.7 6 SINCE KW < Cc USE Fa = .522Fy- [(KUr'Fy) /14941 ^2 Fa = .522Fy- [(KUr'Fy)/14941 16,594 PSI fa = Pool / Area = 400 PSI fb = M/Sx = 825 IN -LB /0.11 IN'43 = 7,500 PSI Fb = .6'Fy 19,800 PSI Fe = 12rt"2E/23(KIIr) "2 = WA fb/Fb = 0.38 RHC SPACEMASTER PROJECT FOR SHEET NO. CALCULATED BY S Fl Pmax = 144 LB Mmax = 825 IN -LB Kxbdrx ; 1.0'13.51W0.72 IN = 18.8 Kyly/ry = 1.2'13.5 IN/0.45 IN 36.0 = 36.0 (CONTROLS) fa/Fa = 0.02 < 0.15 USE fa/Fa + fb/Fb COMBINED STRESS = 0.40 a 1.33 O.K. A D - HE COLUMN NA YSI - • 48 COLUMN ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. N Il SPACEMASTER J.J. DATE 2 /8/01 T OF 15 TYPE = 3- 5/16x1 - 15/16x16 GA. A = 3.3125 IN B = 1.9375 IN t= .06 IN Fy= 33,000 PSI AREA = .36 INA2 Ix= 0.1800 IN Sx = 0.1100 IN"3 rx = 0.7200 IN ly = 0.0700 IN^4 Sir = 0.0800 IN ^3 ry = 0.4500 IN Ix = 13.5 IN Iy= 13.5 IN 1011 JAN 04 200E P "...,..,... _, NT 05/20/03 16:06 FAX 708 345 3823 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 889 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 RHC SPACEMASTER — PROJECT FOR SHEET NO. 9 OF 1 J.J. DATE 2/8/01 CALCULATED BY SPACEMASTER IXE LVI IT DC) B . RI / TB MI . o. .. Y -48" 1 "Dx H FS ALTHOUGH CONNECTIONS PROVIDE SOME FIXITY, BEAM ANALYZED AS SIMPLE SUPPORTED BEAM. LOAD/SHELF W = LOAD/2 BEAMS LOAD/BEAM w = W/2L = (31 LB+5 LB) /(2'48 IN) = 0.38 LB/IN Mbeam w1^2/8 = 108 IN -LB ib/Fb = M/(S x Fb) = 1081(0.03 INA3'0.6 PSI) = 0.18 < 1.00 O.K. QQNNECIION ANALYSI 48" ►:► 15 Mconn = (Muppar + Mlower)/2 (M 1 -1 + M 2 -2)/2 = 548 IN -LB a) SHEAR CAPACITY OF RIVET DIA. = .25 IN A= ((DIA.) ^2)TT /4 .0491 INA2 Pmax= FvxArea 884 LB b) MOMENT CAPACITY OF RIVET d = 1.51N CENTER TO CENTER SPACING Mconn allow= Pmax x d x 1.33 = 1,763 1N-LB Mconn / Mconn allow = 0.31 a 1.00 O.K. j- 1 1 /8" 14 GA. 1 3/16" &SS I ED HEL ,4 U M22 M] 1 1 1 1 /2" 2 3/16" TYPE = DRB LENGTH (Lu)= 48 IN S= 0.030 IN ^3 ICI 012 ..f d (CTR TO CTR SPACING) = 1.5 IN JAN 0 4 2 RIVET DIk = _25 IN )08 4TE 05/20/03 16:06 FAX 708 345 3823 MATERIAL HANDUN ENGINEERING TEL: (909) 869.0989 • E (909) 161 ATLANTIC AVENUE • POMONA - CA 91768 0 - RNIN A ► LY i : -.1 " * _ 6" FS = SS FIX ' S LV G U IT DEPTH OF UNIT= 15 IN TOP SHELF HEIGHT = 96.00 IN fA) FULL LOADED: V= 106.4 LB Mot = Z(Fp'h) 5,235.81N-LB Puplift = (Mpt - Mst)ID 205.0 LB r= CRITICAL (B) TOP SHELF LOADED Vtop = 133 LB Mat = (LIVE LOAD+DEAL LOAD)'(D/2) = (288LB)'15 IN/2 = 2,160.0 IN -LB Mot = Vtop' h = 13.3 LB" 96IN 1,277.31N -LB Mst = (LIVE LOAD+DEAD LOAD) ' (D/2) [31 LB+5 LB] ' (15 1N/2) = 270.0 IN -LB PupI t = (Mpt - Mst)/D = 67.0 LB = UPLIFT ANCHORS QUANTITY = 1 PULLOUT = 265 LB SHEAR = 400 LB RHC SPACEMASTER PROJECT FOR SHEET NO. _ CALCULATED BY 31 LB+5 LB 31 LB +5 LB 31 LB+5 LB 31 LB+5 LB 31 LB +5 LB 31 LB +5 LB 31 LB +5 LB 31 LB+5 LB COMBINED STRESS1 = 205/265 +53.2/400 = 0.91 COMBINED STRESS2 = 67/265+6.7/400 = 0.27 SPACEMASTER 10 OF 15 J.J. DATE Z /8/01 31 LB+5 LB 15 IN slpE VIEW <1.0 O.K. <1.0 O.K. - USE (1)1/4"0x2" MIN. EMBED. x3-1/4" LG. HILTI KWIK BOLT II ( I.C.B.O. #4627) OR EQUIVALENT PER BASE PLATE FOR 48 "Wx15'Dx96 "H (FS &SS) FIXED SHELVING UNIT. 1711013 JAN 04 2008 • .t, , 05 720/03 16:06 FAX 708 345 3823 FpunCt = 2'sgrt(fc) = 89 PSI Apunct = (B +D) *2 *t 48. INA2 fv/Fv = Pmax/(Apunct Fpunct) = 0.11 SINCE NO PUNCTURE OCCURS. THE SLAB WILL DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL & ACT AS A FOOTING. B = sgrt(B *D) + t =7.0IN l= (L -B)/2 = 0.2 IN Moon = wI ^2/B = (1.33 *fSoil'I^2) / (144'2) = .1 IN -LB Scone = 1 in • t"216 = 2.67 IN^3 fconc = 1.6* sqrt(fc) = 72 PSI fb/Fb = Mconc/(Sconc'fcanc) = 0.00 RHC SPACEMASTER I- MATERIAL HANDLING ENGINEERING TEL: (909) 869.0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SLAB & SOIL: 48 "Wx15 ° Dx96 "H (F &SS) FIXED SHE VING UN A) PUNCTURE Pmax = Not + (MtotlD) = 144 LB + (5235.8 IN -LB/15 IN) = 493 LB PROJECT FOR SPACEMASTER SHEET NO. 1 1 OF , 15 DATE 2/8/01 CALCULATED BY J.J. j , 12 BASE PLATE: Beff= 35 IN Deff = 2.5 IN B) SLAB TENSION Moll = Pmax * 144/(1.33'fsoil) SLAB- = 53.4 IN ^2 t= 4.0 IN fc' = 2,000 PSI L = (A oil)".5 SOIL = 7.3 IN fs = 1,000 PSF X10 JAN 04 2008 • ... f l"L SBEZ.VING SPECIFICATIONS Angle Upright Post End: Angle upright post shall be constructed of 14 gauge steel formed into an angle formation of 1 15/32" x 1 15/32 °. The post shall be punched on 1 -1/2" centers with key hole slots to accept rivets in beams. "T° Upright Post Intermediate: "T" upright post shall be constructed of 16 gauge steel formed into a "T" formation with a 5/16" cavity between two halves of post to allow two beams to be installed back to back. The post dimensions shall be 3 11/32" x 1 15/16 ". The post shall be punched on 1 1/2" centers with key hole slots to accept rivets in beams. Low Profile Double Rivet Shelf Support: Low profile double rivet supports shall be formed of 14 gauge steel. Support shall have flat tabs at either end and formed into a channel with a depth of 1 1/8". Particle Board Decking: The particleboard decking shall be 5/8" medium density (45 -48f) industrial grade particleboard. The decking shall be installed without use of nuts or bolts. Finish: All steel parts shall be thoroughly cleaned in a multistage washer. An integral part of this stage shall be the application of a phosphate coating. This results in superior paint adhesion and rust resistance. The finest grade of industrial enamels shall be applied with electrostatic spraying equipment. This ensures complete and even coverage. Finish shall be capable of withstanding a minimum of 250 hour salt spray chamber as well as all normal resistance of a quality finish. Bang Bar: Low profile hang bar shall be constructed of 14 gauge steel formed into a 3/4 x 11/16 channel notched to engage the low profile double rivet shelf supports. JAN 0 4 2008 05/20/03 18:08 FAX 708 345 3823 ATTACH POST TO CARRIAGE W/ 3/Er 3" J FiOLTa' gND POST(14 GA) 1 /2'0 RHC SPACEMASTER ATTACH TO POST W/ 3"J BOLTS 0015 INTERMEDIATE POST(16GA) 143k 13/16" fi 7 1 12" J236' fl JAN 0 4 2008 0L. • A ru- DOUBLE RIVET BEAM STARTER SECTION Qt List of Parts For FAX-1 Clip 1/4-20 Raft, Nut, Washer 1/4' X 2 -1/4" Anchor 2 REQ. I (NI CNI ADD—ON SECTION qty. List of Parts Clip 1/4 -20 Bolt, Nut. Washer 1/4" X 2-1/4" Anchor 1 REQ. N N N 1/4 LOCK WASHE 1/4 -20 NUT 0 0 o a 1/4"X 2 1/4" ANCHO CONCRETE ANCHO LOCATION 0 O ANCHOR EACH POST TO THE FLOOR WITH 1/4" ANCHOR PER DETAIL "A" 1/4-20 X 1" BOLT JAN 04 2008 INSTALLATION OF CROSSBRACE C_ 8 —o! Crossbar 4730013 -00000 C 3 ° D) C4 Detail "A" JAN 04 2008 40 S PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 -007 DATE: 01 -04 -08 PROJECT NAME: AEROPOSTALE SITE ADDRESS: 2626 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: (. Bui 'vision Public Works ❑ Complete Comments: -7/ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: n REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Fire Incomplete Approved with Conditions Structural ion n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) n DUE DATE: 01 -10 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required DATE: DUE DATE: 02 -07 -08 Not Approved (attach comments) ❑ DATE: Planning Division Permit Coordinator Not Applicable u Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License TURNEI *230J7 Licensee Name TURNER - BUSCH, INC Licensee Type CONSTRUCTION CONTRACTOR UBI 409016186 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 214 STATE ST Address 2 City HACKENSACK County OUT OF STATE State NJ Zip 07601 Phone 2019689670 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/27/1977 Expiration Date 10/27/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date FIORE, ANTHONY PRESIDENT 10/15 /2001 FIORE, ALLISON SECRETARY 10/15/2001 EIKE, RUSSELL VICE PRESIDENT 10/17/2002 BAKKE, KENNETH A PRESIDENT 01 /01/1980 10/15/2001 ZACHARIAS, LINDA SECRETARY 01/01/1980 10/15/2001 FICHTER, MICHAEL A VICE PRESIDENT 01/01/1980 10/15/2001 Look Up a Contractor, Electri n or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Bond Information 1 Bond Company I Bond Account I Effective I Expiration I Cancel I Impaired I Bond I Received Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= TURNEI *230J7 03/14/2008 LLD NOTES I. ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. 2. VERIFY AT JOBSITE CLEARANCE OF EXISTING BRACING AT REAR DOOR. 5. DOOR BELL TO BE INSTALLED AT 3' -6" A.F.F. 4, TENANT'S CONTRACTOR TO GET APPROVAL AND CORING REQUIREMENTS ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. 5. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, ELECTRICAL, AND MECHANICAL DEVICES PENETRATING THE FLOOR SHALL BE FIRE RATED. 6. WATER PROOF MEMBRANE MUST BE INSTALLED UNDER CERAMIC, TILE IN TOILET ROOMS A MINIMUM OF 4" UP WALLS. TENANT REQUIRED TO INSTALL LANDLORD APPROVED LATEX RUBBER WATERPROOFING MATERIAL. MEMBRANE SHALL BE MANUFACTURER'S 2 -PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATIGRETE 1235 OR SUMMITVILLE 5- 1000). INSTALL A WATER TIGHT DOOR THRESHOLD. 1. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS. NO CONNECTING TO DECK ALLOWED. S. STOREFRONT MUST BE INDEPENDENTLY SUPPORTED. LANDLORD'S BULKHEAD GAN ONLY BE USED FOR LATERAL SUPPORT. i. _Al... ..A.. i i A i i J. i _A.. .� . i CODE INFORMATION USE GROUP: M - MERCANTILE APPLICABLE CODES: CONSTRUCTION TYPE: 2B 2006 INTERNATIONAL BUILDING CODE W/ AMENDMENTS FULLY SPRINKLED: YES 2006 INTERNATIONAL MECHANICAL GORE OCCUPANCY CALCULATION: 2006 NATIONAL 2006 UNIFORM ELECTRIC CODE PLUMBING CODE TOTAL SQUARE FOOTAGE = 3868 2006 INTERNATIONAL FIRE CODE SALES AREA: 2003 ANSI 1111 ACCESSIBILITY GUIDELINES 2157 SF / 30 SF per person = 100 2003 NON - RESIDENTIAL ENERGY CODE NON -SALES AREA: PREVAILING LOCAL AMENDMENTS 551 SF / 300 SF per person = 3 TOTAL OCCUPANT LOAD 103 DESCRIPTION OF PROJECT: STORE = ' AEROPOSTALE' RETAIL CLOTHING TENANT FIT -OUT OF A NEW DEMISED SPACE; NEW ADDITION TO AN EXISTING COVERED 3 STORY MALL (SHELL PERMIT DO6 -141) DRAWING INDEX d ISSUE REVISION F . 'I' LANDLORD PERMIT GS COVER SHEET 11/23/07 12/27/022A ISI SCHEDULES AND VENDOR LIST 11/23/07 12/27/0"/ Al CONSTRUCTION PLAN 11/23/07 12/27/07 L • A2 FIXTURE PLAN 4 DETAILS 11/23/07 12/27/1 r ' AS FLOOR COVERING FLAN 11/23/07 12/27/07 A4 REFLECTED CEILING PLAN 4 DETAILS 11/23/07 12/27/07 AS LIGHTING PLAN 4 DETAILS 11/23/07 12/27/07 A6 STOREFRONT PLAN, ELEVATION $ DETAILS 11/23/07 12/27/07 AT STOREFRONT SECTIONS $ DETAILS 11/23/07 12/27/07 AS INTERIOR ELEVATIONS 11/23/07 12/27/07 Aa DETAILS 11/23/07 12/27/07 AID DETAILS 11/23/07 12/27/07 561 SIGN DETAILS 11/23/07 12/27/07 MO MECHANICAL TITLE SHEET 11/21/07 12/10/07 MI HVAC FLAN 11/21/07 12/10/07 M2 PLUMBING PLAN 11/21/07 12/10/07 MS MECHANICAL SPECIFICATIONS 11/21/07 12/10/07 EC ELECTRICAL TITLE SHEET $ PANEL SCHEDULES 11/21/07 12/10/07 El LIGHTING PLAN 11/21/07 12/10/07 E2 POWER PLAN 11/21/07 12/10/07 E5 ELECTRICAL DETAILS 11/21/07 12/10/07 E4 ELECTRICAL SPECIFICATIONS 11/21/07 12/10/07 SI GENERAL STRUCTURAL $ DETAILS 12/13/07 S2 SUSPENDED CEILING DETAILS 12/13/07 ARCHITECT CORTLAND MORGAN 711 N. FIELDER ROAD ARLINGTON, TX 76012 PHONE: 517- 635 -5616 FAX: 517- 635 -5611 PROJECT MANAGER DAPHANE VOLTZ LAMI GRUBB MANAGEMENT SERVICES 100 EAST SWISSVALE AVENUE PITTSBURGH, PA 15218 PHONE: 412- 243 -3430 FAX: 412 - 371 -1556 ENGINEER HALLBERG ENGINEERING 1150 COMMERCE COURT WHITE BEAR LAKE, MN 55110 PHONE: 651-145-1100 FAX: 651 - 748 -1310 is■94 JONATHAN IRADLOV PROJECT MANAGER PHONE: 115-526-1 110 MICHAEL &YEN CONSTRUCTION MANAGER PHONE: 173 -S12 -4157 TIMANI7ERSON VICE PRESIDENT OF CONSTRUCTION PHONE: 173- 526 -1427 AEROPOSTALE 201 WILLOWBROOK BLVD. 7th FLOOR WAYNE, NJ 01410 ' _ _ .. .. _J TENANT COORDINATOR JOSHUA KIMMEL WESTFIELD CORP., INC. 11601 WILSHIRE BLVD, 14TH FLOOR LOS ANGELES, CA 10025 PHONE: 310 - 813 -4761 FAX: 310- 575 -5111 MALL OPS. MGR. ANDY GIARROGGHI WESTFIELD SOUTHCENTER 633 SOUTHGENTER PARKWAY TUKWILA, WA 15155 PHONE: 206 -246 -0423 BUILDING DEPT. BUILDING DIVISION CITY OF TUKWILA 6300 SOUTHCENTER BLVD SUITE 100 TUKWILA, WA 15155 PHONE: 206 -431 -3670 A EGRESS DIAGRAM r SITE MAP Ht T KEY PLAN • vrtaarr'I�s :....:. .1giM "a ' and EXIT ROUTE: DISTANCE = 54' -0" MALL. E � - EXITING: REQUIRED EXITS 2 FURNISHED EXITS 2 I-- -I IT F - 1 Tr -T TI - Tr '- a - L- - � j I ED I- r r � � LJ LJ LJ 1 - 1 ---di ED 1-- I--- I-- 2nd EXIT ROUTE: DISTANCE = 62' -0" Ist EXIT ROUTE: DISTANCE = 87' -0" ADJACENT TENANT IC=I=J AEROPOSTALE `>. WEST IELD SOUTHCENTER I V r11 ± L� _IA- ADJACENT TENANT 1 1 7 S.180t :- tt AEROPOSTALE STORE LOCATION SPACE #2107 3868 SQUARE FEET LEVEL 2 of 3 By FILE COPY Permit No. Plan review approval Is subject to errors and omissions. Approval of construction cocumOnts does not authorize the violation of any adopted code or orb. Receipt of approved Field Copy aid conditions Is acknowled9ed: Date:, )_L_ City of Tukwila BUILDING DIVISION • REVISIONS No changes shall be made to the scope of work without poor approval of Tukwila Building Division. NOM: Revisions win require a new plan submittal and may include additional plan review fees. GENERAL CONSTRUCTION NOTES I. THE GENERAL CONTRACTOR (HEREIN AFTER CALLED THE G.G.) IS TO VISIT THE SITE PRIOR TO SUBMITTING A BID TO VERIFY EXISTING CONDITIONS. 2. G.G. IS TO VERIFY LEASE SPACE DIMENSIONS AND EXISTING BUILDING ELEMENTS FOR COMPLIANCE WITH THE DRAWINGS. NOTIFY THE OWNER AND ARCHITECT FOR RESOLUTION OF DIMENSIONAL CONFLICTS IF EXISTING. NO CHANGE ORDERS WILL BE ISSUED FOR CHANGES REQUIRED IN THE WORK AFTER CONSTRUCTION HAS COMMENCED UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER. 3. ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LAMI GRUBB BEFORE PROCEEDING WITH RELATED WORK, OTHERWISE, THE CORRECTION OF SUCH ITEMS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE G.G. SHALL MEET WITH AN AUTHORIZED REPRESENTATIVE OF THE LANDLORD TO REVIEW CONSTRUCTION PROCEDURES. G.G. SHALL COORDINATE WORK WITH THE LANDLORD WITH REGARD TO TEMPORARY BARRICADES, UTILITIES, ALLOWABLE MATERIALS, TRAFFIC ROUTES, DELIVERY LOCATIONS AND METHODS, STORAGE OF MATERIALS AND TOOLS, NOISE, DUST CONTROL, REQUIRED DEPOSITS, REQUIRED CONTRACTORS, GLEAN -UP, AND ALL OTHER MATTERS REQUIRING ADHERENCE TO LANDLORD REQUIREMENTS. 5. APPLICABLE STANDARDS OF THE CONSTRUCTION INDUSTRY HAVE THE SAME FORCE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO CONTRACT DOCUMENTS OR BOUND AND PUBLISHED HEREWITH. COMPLY WITH STANDARDS IN EFFECT AS OF THE DATE OF CONTRACT DOCUMENTS, UNLESS OTHERWISE INDICATED. 6. THE G.G. IS RESPONSIBLE TO RECEIVE, COUNT AND VERIFY ALL OWNER FURNISHED ITEMS AT THE JOB SITE, INCLUDING, BUT NOT LIMITED TO: FREE - STANDING FIXTURES, PERIMETER FIXTURES, FLOORING, BASE, GLAZING CHANNEL, CASEWORK ITEMS, LIGHTING, LAMPS, GRAPHIC BOXES, AND FITTING ROOM COMPONENTS. 7. EXCEPT AS OTHERWISE INDICATED, THE G.G. IS TO FURNISH ALL MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE AND SATISFACTORY EXECUTION OF THE CONTRACT WORK AS SHOWN, GALLED FOR, EXPRESSED OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS IN COMPLIANCE WITH GODES AND REGULATIONS OF ALL NATIONAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. SEATTLE, WA STORE #979 WESTFIELD SOUTHCENTER BO- CODE. COMPLIWCE. APPRO 11 tO8-OO7 DATE: I I /23/07 JOB NO: 01193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 W .J ICC immm Crh 0 1W Q co v-� , LfiN17 r, ar i7c' � 1ATE REVISIONS REV I S, ;. VED JAN 04 2006 �l a t ,i ' ;:i+NTER SHEET NUMBER 12/27/07 w I 0 F 2_ -* w-- d 0 fR `x ' it.alrMSEIT "A> 0 ATE .. 74FSTM °±r .i.'.�:` `.42L33'i#77.7iVilliMig-Wiit27-MM:FECIEM wi ; '` " MEMF'FsG'f7E r:.3Ft t: e. 3Y 8! *N',' Y3--- 1 ' • 'ryii•. KT;1i§3a - i : `te OM 3�i$.ti°7+�« ° °- 6� IBIB S`.!ff�" - '" - =. ' 3�s �-'S.C2 at"•` F+."..�•'MES ...: c'.i ?'b:..:. - 1E-At§ :#"3.n(G`t�SS MVAI i `• ` - 3 � 33':w�sx . 'w``"'. 'i{ : 02 �.`•3: 5 7° $ £A "w: 63333J3:Eain'*FY % n °�'' '*i. - 3i 'ea^F3" ,�q##�� v �.""`i+`�.� 1 tl 4 ..'�.{`r`. �� - vYR'dbt:SL'2 +.1i.i .. i,�,ta -t few:, tr. Z- &..,fxt���_�3�.a._.,,h..3 =i£ ��KFo3�axoY.'.? a" �Tff. SS ��#`^% s ::�- .�f�wsetah�'144ua"?SOE' _Y+ ,nna".:k'"'..ar;a3�>5£sfi "' 3i+'.` ,; . _ . . A 't.- �w:3r;r;,tvP'.�i»°s3' alor m.f n3§f E7M IM � . M_....• . ... ara cox MME sir : lt +e_ , : .. �3 r � v • � +'.' t41' . `.• t �2 � KifA . 3 iV.V,i�.�,c'•B. "�$.. . 42:.a4aMEC7Ja x#'6. .e;S :=KC . —, ` ,� ,Y_i��SrytYf#u' :5c "£{fi�c"7r3}h`+£3��i.� • s;��x,Fa' 2�£e�,'&'R�, �F Y��i�L2 ;3.�x.£i�`d�Y:i�r'i?,:�;3� � �� KEY NOTES: I. 32 "D X IS' -10 °L X 2' -10 "H BACKWRAP. SEE SHEET AS FOR ADDITIONAL INFORMATION. 2. 32 "D X IS' -8"L X 2' -IO "H CASHWRAP. GASHWRAP TO BE IN 4 SECTIONS. SEE ELEVATIONS 6 /AS $ S /AS. 3. PERIMETER WALL UNITS: RECESSED STANDARDS, MELAMINE WALL PANELS, MERCHANDISE DIVIDER PANELS, SHELVING AND HARDWARE. SEE INTERIOR ELEVATIONS 4/ DETAILS ON SHEET AS. 4. GRAPHIC PANELS WITH WALLCOVERING (NC-1) ON FACE OF GYP. BD. SOFFIT ABOVE. G.G. TO INSTALL WALLCOVERING (FURNISHED BY AEROPOSTALE VENDOR) ON PANELS (ALSO FURNISHED BY AEROPOSTALE VENDOR). SOE DETAIL 3/A4 AND INTERIOR ELEVATIONS ON SHEET A. 5. GRAPHIC BOXES ABOVE (GB-1). SEE SHEET A4 FOR INFORMATION. 6. FEATURE WALL ASSEMBLY: PANELS, GLASS DOORS, SHELVING AND HARDWARE. SEE DETAILS THIS SHEET. 1. FREESTANDING SALES FLOOR FIXTURE ((AF -2 (L) AF -2 (R)) TO BE CENTERED UNDER CEILING COVE ABOVE. SEE SHEET A4. S. FITTING ROOM DOOR AND FRAME ASSEMBLY FURNISHED SY AEROPOSTALE VENDOR, INSTALLED BY G.G. SEE SHEET Act FOR DETAILS. '1. MANAGER'S DESK FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. VENDOR FURNISHED SAFE BELOW DESK. G.G. TO SLEEVE BOLT SAFE TO FLOOR AS SHOWN IN FIXTURE HANDBOOK. 10. STOCK ROOM SHELVING FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. HEIGHT OF SHELVING 15 10' -0 ". SEE STRUCTURAL PLANS FOR BRACING. G.G. TO ANCHOR SHELVING TO WALL USING VENDOR SUPPLIED COMPONENTS. II. STAFF LOCKERS FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. IN STOCK ROOM AS SHOWN. 12. TOILET ROOM SHELVING - G.C. TO FURNISH AND INSTALL (2) SURFACE MOUNTED STANDARDS WITH (2) 12" DEEP X 36" WIDE WHITE MELAMINE SHELVES. 13. 15.5" WIDE x 4'1.5" TALL MIRROR ON BACK OP STOCK DOOR. MIRROR AND MOUNTING COMPONENTS FURNISHED AND INSTALLED BY G.G. 5/4" WHITE MELAMINE ON ALL I" X 4" FIRE RETARDANT EXPOSED INTERIOR SURFACES N , TREATED WOOD BLOCKING (TYP) 3/4" LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACES N GLASS/ METAL DISPLAY DOOR ON CONTINUOUS PIANO HINGE - tu I' -6" 1,6' 3/4" LAMINATED FIXED MDF SHELF, SEE SECTION FOR • ADDITIONAL INFORMATION P ( Scale: 1/2" = 1' -0" 6'--O" GENERAL NOTES: A. THIS PLAN IS PROVIDED FOR REFERENCE ONLY. B. PRIOR TO FIXTURE INSTALLATION, REFER TO THE FIXTURE 4rS; JECT MANAGER (SEE COVER SHEET) AT AEROPOSTALE IXTUREG: IF T'HE'HANDBOOK T5 N01 AVAILABLE GALE T I G. INSTALL THE PERIMETER WALL UNITS BY FIRST TAKING THE HIGH POINT OF THE FLOOR AND SETTING THE CONTROL LINE. D. ALL PERIMETER WALL UNIT PANELS, RECESSED STANDARDS, MERCHANDISE DIVIDER PANELS, FEATURE WALLS, SHELVING AND HARDWARE FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. G.G. TO INSTALL BRACKETS AND SHELVING PRIOR TO TURNOVER. E. ALL FREE STANDING FIXTURES, CASHWRAP, BAGKWRAP AND HARDWARE FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. F. FREE STANDING FLOOR FIXTURES SHALL BE PLACED TO ALLOW A 44" WIDE MIN. EGRESS AISLE, CONTINUOUS FROM FRONT TO BACK OF SALES AREA. G. "JEANS WALL" IS A MERCHANDISING REFERENCE, THE ONLY CONSTRUCTION DIFFERENCE FROM THE STANDARD PERIMETER WALL SHELVING 15 THERE 15 NO INTERMEDIATE MERCHANDISE DIVIDER PANEL. H. FEATURE WALLS ARE FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. REFER TO FIXTURE INSTALLATION GUIDE FOR MORE INFORMATION. FEATURE WALL ENLARGED PLAN 4' -0" 5/4" LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACES 3/4" LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACES FIXED 2' -6" DEEP LAMINATED MDF SHELF I /S" THICK SAFETY GLASS CONTINUOUS PIANO HINGE; FINISH TO MATCH MT -I 1/2" X 2" STEEL BAR DISPLAY DOOR FRAME; TYP.; FINISH MT -I (4) FIXED ANGLED LAMINATED MDF SHELVES 3 -1/2" LAMINATED MDF FLUSH BASE, TYP. 1 ADJACENT TENANT 12' -0" JEANS WALL POS 400sq FEATURE WALL ELEVATION Scale: 1 /2" = 1' -0" 1/2" X 2" METAL TRIM, FINISH: MT -I 3/4" LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACE (5) 3/4° ADJUSTABLE WHITE MELAMINE SHELF, TYP I "x 4° WOOD FURRING STRIPS 1/2° X 2" STEEL BAR DISPLAY DOOR FRAME W/ 1 /8" SAFETY GLASS AND HOMOSOTE T -SHIRT DISPLAY BOARDS; METAL FINISH MT -I 3/4" WHITE MELAMINE ON ALL EXPOSED INTERIOR SURFACES 3/4" LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACES 5 -1/2" LAMINATED MDF FLUSH BASE, TYP. FEATURE WALL SECTION Scale: 1/2" = 1' -0" 1/2" X 2" METAL TRIM, FINISH: MT -I 'M' LIGHT FIXTURE 3/4" LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACES FIXED 3/4" LA . MDF MINATED SHELF i !. 'N' LIGHT FIXTURE; TYP OF (4) SHELVES I "x 4" WOOD FURRING (4) FIXED ANGLED LAMINATED MDF SHELVES 3 -I/2" LAMINATED MDF FLUSH BASE, TYP. H HR BI 52 R STRIPS 1 '1( - MANNEQUIN FIB Scale: 1 /2" = 1' -0" SIM. H. LEASE LINE REVI FOR CODE COMPLIANCE APPROVED JAN 1 E 2000 City Of Tukwila B IL,DING D�ISI()N [MALLI FIXTURE PLAN LEGEND: ITEMS FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G., EXCEPT MIRRORS (FURNISHED 4 INSTALLED BY G.G. SEE FITTING ROOM ELEVATIONS AND DETAILS ON Acl FOR FITTING ROOM ACCESSORIES. ® - MIRROR IN FITTING ROOM - HOOK IN FITTING ROOM 1 - HANG RAIL IN FITTING ROOM - FREE STANDING BENCH 24.5 "W X 14 "L X 17 "H 1 - FREE STANDING BENCH 52 "W X 14 "L X 17 "H - GASH REGISTER LOCATION 2' -10" 11 FEATURE WALL SECTION DATE: 11/23/3x7 JOB NO: 07193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 cD N N 00 CO CO 0) REVISIONS REVISION I JAN 04 ZOOS 6LNEh 12/27/07 4 z z PIXEr'UR5 PLAN 4 D Af S SHEET NUMBER W 2 o4 Z F