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Permit D07-462 - WESTFIELD SOUTHCENTER MALL - ESCAPE OUTDOORS - STORAGE RACKS
ESCAPE OUTDOORS 817 SOUTHCENTER MALL CANCELLED 10 -13 -OS D07 -462 Parcel No.: 6364200010 Address: 817 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: ESCAPE OUTDOORS Address: 817 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: YEN NGUYEN Address: 105 S MAIN ST, STE 323 , SEATTLE WA 98104 Phone: 206 624 -4222 Contractor: Name: MARKET CONTRACTORS (WA) LTD Address: 10250 NE MARX ST , PORTLAND, OR 97220 Phone: 503 - 255 -0977 Contractor License No: MARKECW066NU DESCRIPTION OF WORK: STORAGE RACKS doc: IBC -10/06 Citof 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 462 Issue Date: 05/13/2008 Permit Expires On: 11/09/2008 Expiration Date: 09/13/2008 Value of Construction: $0.00 Fees Collected: $120.96 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0019 D07 - 462 Printed: 05 -13 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Main Extension: Water Meter: Permit Center Authorized Signature. , The granting of constructio Signature: City Tukwila Print Name Fv t. tU`U au, 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: D07 -462 Issue Date: 05/13/2008 Permit Expires On: 11/09/2008 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 N I hereby certify that I have read and governing this wor _ • be compile ified herein or not. 't does not presume t rmance -of Private: Public: Date: Git?)rvv t and know the same to be true and correct. All provisions of law and ordinances ority to violate or cancel the provisions -, any • er state or local laws regulating d to sign and obtain this development-g" Date: 3 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 D07 -462 Printed: 05-13 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: ESCAPE OUTDOORS 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 817 SOUTHCENTER MALL TUKW PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D07 -462 ISSUED 12/13/2007 05/13/2008 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: 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 D07 -462 Printed: 05-13 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. 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 construction or th- • ce of work. Signature: Print Name: 0- I,., (3 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 10 K�EN 41_1, rity to violate or cancel the provision of any other work or local laws regulating Date: doc: Cond -10/06 007 -462 Printed: 05-13 -2008 Contact Person: E -Mail Address CITY OF TUKWIL.A%-' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http.11www.citukwila.wa.us Name: / f.Ai N� t q £41 E -Mail Address:SPAt PR.dlti0& i • C.cSly Contact Person: E -Mail Address: Contractor Registration Number: Company Name: N / A Q:\Applications\Forms- Applications On t.ine\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Be Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. ��..� (For 0/ice use on Projec t No. 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.: 1, g6 4 2 O — ON d Site Address: ` ., SIUY'kr_D.h•t-fA/• MtAitl Suite Number: 1440 Floor: S S r New Tenant: �" Yes ❑ ..No Property Owners Name: 1),o Si f k A�� `, S o / Mailing Address: 170 B� 11 u.i Stu wee_ GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) City T .s...f . City Contact Person: Day Telephone: E -Mail Address: Fax Number: State State State 9g OOy Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Day Telephone: 10(x— 62.4- 42 2 2. Mailing Address: /65 S. McA.t:t, . S-Crte.. S 2 S 5A4544 w A 98 /o Y City State Zip Fax Number: 9 0C- 0_ —4 22 Company Name: ! /J A Mailing Address: /` City Day Telephone: Fax Number: Zip Expiration Date: ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: 1I0c( /L ArsCli MailingAddress:IDS S. /1t &AA.. S4. Sn p ) 2.S SP a44 k N- City State Zip Day Telephone: 206 6 2.q y 2 2 7 Fax Number: 206 — 6,2y — I-1 22 co ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Mailing Address: Zip Page 1 of 6 1 BUILDING PERMIT INFORM1.ION - 206 - 431 -3670 'm Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information) .QM Will there be new rack storage? rg Yes Q:1Applications\Fonns- Applications On Linc\3 -2006 - Permit Application.doc Revised: 9 -2006 bb Existing Building Valuat • n: $ ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below l" Floor 2' Floor 3 Floor Floors Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck '.Existing Interior Remodel Addition to Existing Structure 1,(124 5F Type of Construction per IBC n_b Type of Occupancy Per IBC ,,k 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: Dir Sprinklers l' Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ig 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. Page 2 of 6 r 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 OWNER OR AUTHORIZED AGENT: Signature: IAA_ v Print Name: y 1°l U .e lit Mailing Address: ft) 5 S. PM a M 54.. cj; k 32% Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: 2c% - G,24- 4 2 2 2_ SP 41. 44142 City Date: 12 //q/2.(307 (A) A- 98 / 0 L( State Zip Date Application Accepted: 00 1 01-- Date Application Expires: di (' ' J Staff Initials: Page 6 of 6 Parcel No.: 6364200010 Permit Number: D07 -462 Address: 817 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 12/13/2007 Applicant: ESCAPE OUTDOORS Issue Date: Receipt No.: R08 -01599 Initials: JEM Payment Date: 05/13/2008 01:22 PM User ID: 1165 Balance: $0.00 Payee: MARKET CONTRACTORS, LTD. TRANSACTION LIST: Type Met hod Descriptio Amount Payment Check 75673 75.08 ACCOUNT ITEM LIST: Description BUILDING - 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 RECEIPT Account Code Current Pmts 000/322.100 70.58 000/386.904 4.50 Total: $75.08 Payment Amount: $75.08 2357 05/13 9711 TOTAL 75.48 doc: Recelot -06 Printed: 05-13 -2008 RECEIPT NO: R07 -02752 Initials: JEM User ID: 1165 Payee: URBAN TRADING, LLC SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us SET ID: S000000920 SET NAME: Tmp set/Initialized Activities D07 -461 827.85 D07 -462 45.88 EL07 -780 184.50 M07 -276 70.97 TOTAL: 1,129.20 TRANSACTION LIST: Type Method Description Amount Payment Check 1001 1,129.20 TOTAL: 1,129.20 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT Account Code Current Pmts Payment Date: 12/13/2007 Total Payment: 1,129.20 000.345.832.00.0 184.50 000/345.830 944.70 TOTAL: 1,128.20 5996 12/13 9710 TOTAL 1129.20 P ETERSON JTREHL£ MARTINSON, INC. CONSULTING ENGINEERS 2200 6" AVENUE, #601 SEATTLE, WASHINGTON 98121 STRUCTURAL CALCULA'T'IONS For: Helly Hansen Storage Racks 633 Southcenter Parkway Tukwila, Washington 98188 November 9, 2007 1 EXPIRES 5/17/2008 PSM Job #07257 November 9, 2007 PSM @PSM- ENOINEERS.COM PILE COPY Perrnit rli.r r r�"C_ -r: "i- ff��,`►, �.. %.`r ^q � ) C* • �. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila B ILDIN DIVISION RECEIVED CITY OF TI_!KWAWIIA DE; 1 3 Z007 PEHiviiT CLIV1 ER PHONE 206 - 622 -4580 FAX 206- 622 -0422 SHELVING UNIT OPTIONS HANIGN RAIL OPTION c 5 .0 H EL. vf,s Or- 4+446 RAILS (frt V - SHELVING ONLY 6 ar 34 4' )c 3 (r La&'G j £M6 £D NILTI MY( EQefptY P- t 1 [, T t 1/-scorn £N PEE -TcoN 'err :EA L �� • u,ss `£ FoOT pt.A L peer sN L frtFk. IMPORTANT Floor anchoring is required whenever beams are not installed at the bottom of•posts. Upright frame capacity Is reduced If bottom shelf level Is higher than 18" above floor. See upright frame load capacity chart or visit our web site at www.scotiandrack.com for maximum load. Wall Anchoring Use 5/16 in. diameter anchor bolt. Foot Plate Assembly Attach either to front or side of post, as dose to the top of the post as possible. Be sure post is true vertical before securing to wall or column. ttom of Post 2 In long bolt #020 Footplate (optional) installation: It Is the end user's responsibility to provide adequate flooring support for the system and its application. Upright frame assembly anchoring will be required when the top loaded shelf is over eight feet high and the height to depth ratio of the shelving unit exceeds four (4). When the upright frame assembly ratio is exceeded, back -to -back sections should be firmly tied together at a minimum of two places (near the top and the bottom), and single row sections should be attached to some firm restraint such as the floor, wail, or tied overhead across the aisle to an opposite upright frame assembly. "Depth" relates to the overall depth (front to back) of the upright frame assembly and "height" refers to the height from the floor to the highest of the upright frame assembly or top of the load on the section, both in the same units of measure. Where attachment to the building structure Is required for stability, these forces must be checked on the structure to assure its capacity of resisting these additional forces. Also, ft is possible that certain local codes do not allow attachment to a building structure, and therefore other means for stabilization must be determined. Shelving must be Installed with a maximum tolerance from the vertical of one -half inch In ten feet or more of height unless tighter tolerances are specified. La 0 2S - kat. i y -Awrow ' PETERSON JTREHLE MARTINSON, INC. CONSULTING ENGINEERS 2200 SIXTH AVE.,SUITE 601 SEATTLE, WASHINGTON 98121 Orr,cz (206) 622 -4580 I FAX (206) 622 -0422 ... ft ..�t -kt.: i h- ft • i I . ✓ y� II t • i DATE ST: ti e SUBJECT: I cd4 • J .PETERSON JTREHLE MARTINSON, INC. CONSULTING ENGINEERS 2200 SIXTH Avi.,SUITE 601 SEATTLE, WASHINGTON 98121 OPPICE (206).622 -4580 / FAX (206) 622 -0422 JOB: 25 Z ItSLLj 1 } Ai SUBJECT Peterson Strehle Martino Consulting Engineers 6th Avenue, #601, Seattle, Washington )8121 Office (206) 622_A580 I FAX (206) 2 2 SEISMIC (STATIC) ANALYSIS and FORCE DISTRIBUTION: (Using ASCE 745 Sections 11 & 12) JNPUT: Occupancy Category Total Building lit, Hn Seismic Design Cat _____ Can Soil Site Class = D Sds = 0.954 g Sd1 R- Coefficient, R Importance Factor, I Seismic Coeff., Ct = 0.028 Seismic Coeff., x 0.8 J,axe ,1ne•M, SEISMIC FORCES: Cu Approx Fundamental Period, Ta Fundamental Building Period, T Long period Transition Period, TL NOTES: 1) WALL WEIGHTS AS INDICATED ARE THE WEIGHTS OF THE WALLS PERPENDICULAR TO THE DIRECTION INDICATED. 2) FORCES ARE CALCULATED AND DISTRIBUTED PER FLOOR HEIGHTS PER ASCE 745 REQUIRE&ENTS. 3) FORCES ARE CALCULATED AND DISTRIBUTED PER FLOOR HEIGHTS To - Sd1/Sds 0.518 S1 = 0.49 g Use 'Simplified Analysis Procedure' (Y/N)? Cs r (n/a) 4:1•4 ASCE 12.14 (Simplified Analysis Procedure) Cs 0.239 ca. ASCE 12.8 (Equivalent Lateral Force Procedure) TOTAL WT aim> TOTAL V uzs> 8.23 1.25 = I = 7 FT a D = 0.494 g = 4.0 = 1.00 = 1.4 = 0.133 = 0.186 6 N 5.23 KIPS 1.25 KIPS irkaatiossi 18.55 18.85 JOB: 07257 RE HAM SQN DATE: 1119/07 BY: vew SUBJECT: Lateral CON Pt 71 'A OUTPUT DESIGN EQUATIONS: PER ASCE 70512.8: (Equivalent Lateral Force Procedure) v =CsW where the Seismic Response Coefficient Cs: but not greater than: or wham TsTL : but not less than: or where S1 > 0.8g: I CS _ Sd s /(RA) Cs • Sd1 11 1M) Cs s Sd1 TL/ TIM) Cs - 0.01 Cs- 0.551 /(wl) I(eq 12.8 -2) (eq 12.8-3) (eq 12.8.4) (eq 128-5) (eq 12.8 -6) PER ASCE 7-05 12.14: ( Simpified Analysis Procedure) V = (F Sds!R) W A SP (eq 12.14.8.1) 1.00 Wx the a SEISMIC LOAD DUE 0.7E = p x 0.7 x F, HORIZ PERPENDICULAR PER LEVEL TO BASE SHEAR. FA i DIAPH WALL- WEIGHT k • 1 PER LEVEL PER LEVEL I AREA WT N-S E -W N-S E-W N-S E-W N-S E-W LEVEL (FT"2) (KIPS) (K) (KIPS) (K (*FT) (S) (KU'S) (KIPS) (KIPS) 0.49 coo o 0 0.344 0.34 0.37 0.258 0.26 n 0 m a 8 i 0 8 0 i eo w 0.25 0.172 0.17 0.12 0.085 0.09 0.02 0.012 0 .01 Peterson Strehle Martino Consulting Engineers 6th Avenue, #601, Seattle, Washington )8121 Office (206) 622_A580 I FAX (206) 2 2 SEISMIC (STATIC) ANALYSIS and FORCE DISTRIBUTION: (Using ASCE 745 Sections 11 & 12) JNPUT: Occupancy Category Total Building lit, Hn Seismic Design Cat _____ Can Soil Site Class = D Sds = 0.954 g Sd1 R- Coefficient, R Importance Factor, I Seismic Coeff., Ct = 0.028 Seismic Coeff., x 0.8 J,axe ,1ne•M, SEISMIC FORCES: Cu Approx Fundamental Period, Ta Fundamental Building Period, T Long period Transition Period, TL NOTES: 1) WALL WEIGHTS AS INDICATED ARE THE WEIGHTS OF THE WALLS PERPENDICULAR TO THE DIRECTION INDICATED. 2) FORCES ARE CALCULATED AND DISTRIBUTED PER FLOOR HEIGHTS PER ASCE 745 REQUIRE&ENTS. 3) FORCES ARE CALCULATED AND DISTRIBUTED PER FLOOR HEIGHTS To - Sd1/Sds 0.518 S1 = 0.49 g Use 'Simplified Analysis Procedure' (Y/N)? Cs r (n/a) 4:1•4 ASCE 12.14 (Simplified Analysis Procedure) Cs 0.239 ca. ASCE 12.8 (Equivalent Lateral Force Procedure) TOTAL WT aim> TOTAL V uzs> 8.23 1.25 = I = 7 FT a D = 0.494 g = 4.0 = 1.00 = 1.4 = 0.133 = 0.186 6 N 5.23 KIPS 1.25 KIPS irkaatiossi 18.55 18.85 JOB: 07257 RE HAM SQN DATE: 1119/07 BY: vew SUBJECT: Lateral CON Pt 71 'A OUTPUT DESIGN EQUATIONS: PER ASCE 70512.8: (Equivalent Lateral Force Procedure) v =CsW where the Seismic Response Coefficient Cs: but not greater than: or wham TsTL : but not less than: or where S1 > 0.8g: I CS _ Sd s /(RA) Cs • Sd1 11 1M) Cs s Sd1 TL/ TIM) Cs - 0.01 Cs- 0.551 /(wl) I(eq 12.8 -2) (eq 12.8-3) (eq 12.8.4) (eq 128-5) (eq 12.8 -6) PER ASCE 7-05 12.14: ( Simpified Analysis Procedure) V = (F Sds!R) W A SP (eq 12.14.8.1) 1.00 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.461221 Longitude = - 122.261933 Spectral Response Accelerations Ss and S1 Ss and S1 Mapped Spectral Acceleration Values Site Class B - Fa =1.0 ,Fv =1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.431 Ss, Site Class B 1.0 0.490 S1, Site Class B Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.461221 Longitude = - 122.261933 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa =1.0 ,Fv = 1.51 Period Sa (sec) (g) 0.2 1.431 SMs, Site Class D 1.0 0.740 SM1, Site Class D Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.461221 Longitude = - 122.261933 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv =1.51 Period Sa (sec) (g) 0.2 0.954 SDs, Site Class D 1.0 0.494 SD1, Site Class D vs C5 sEUM" }A A 2.I -S 1'R° Gtia" VVUW UC1.UJ. tt UGC Us3 gVUwUVL Latitude Longitude Everything to do with Latitude Longitude items. shopping.yahoo.con j.at / Long ZIP Code Data Commercial Grade ZIP Code Database with ZIP Code, Latitude & Longitude www.ZipCodeDownload.com Geocoder API .NET Map Suite Geocode USA Makes It Easy Download Evaluation Today! www.ThlnkGeo.com Address Latitude Longitude :Submit geocoder.us (and now also geocoder.net) find the latitude & longitude of any US address - for free Sept 17, ZUU'I Note: 1 added littp://geocoder.ustmoblie.html as an ultralightweight address lookup. Try it on your mobile device. Let me know Rich©geocoder.us how it works for you. Read the NEW Geocoder.US Blog The new Blog is the place to look for what is happening with Geocoder.us. Recent Blog Entries: ■ How to calculate the distance between two points ■ Degrees, Minutes, Seconds? Decimal Degrees? Huh? ■ Added display of coordinates in Degree- Minute- Seconds form in demo.cgi ■ How many digits are enough? 38.2? 38.23? 38.234? How many digits of precision do we need? 15700 Southcenter Pky (it can take a bit for the map to load -wait for the Tukwila WA 98188 red circle to turn green. Stay in your happy (47.461221, - 122.261933) s lace. 47.461221 ° N47 °27'40.4" 47 ° 27.6733' (degree m mmrnm) - 122.261933 ° W 122 ° 15' 43.0" -122 ° 15.7160' (degree m.mmmm) Search for another address: 633 Southcenter Parkway, tukwila, wa O OPEN S KNOWLEDGE''. This material is Open Knowledge "A piece of knowledge is open if you are free to use, reuse, and redistribute it ". For details read the latest version of the full definition . (sort of like the Make motto 'if you can't open it, you don't own it') You are free to use the Geocoder.US code and the data is free from the US government (if you want to use our servers for commercial purposes please sign up for a commercial account : ) httn / /geocoder.us/demo.cei? address= 633+ Southcenter + Parkwav° /o2C +tukwila %2C +wa rage 11/9/2007 A710iVW1f710MON MIObNMM11101i1i ?IMrs{MMN9q� a anwwi ""a". w ruoratoioMVtr�w�IouwriMr�r 11011+0IwaMw In+►aaoNWINw ""4/04/4 • row►�raaMnrwswaniw�swwrtir ■aewIw I MI "IMO/ 4110111111111111111 1.040.414 a roovouinMywww�rswrwNwrartiru ICOYOIilOM1iYACIR0I11A1MYa/Mlnnla liltwtMl M 1111Y4i4ii 4BiQ111IMMliTIMII RACK STORAGE * No rack storage is allowed 12' or above. * PERMIT REQUIRED: AU storage racks more thag 5 feet 9 inches high. * PLANS: bew (2) sets of working drawings (Min. size 11x17 to maximum size of 24x36: all sheets shag be the same n•). Plans Include: (BUILDING SITE PLANS AND SCOPE OF WORK PLANS ARE TO BE COMBINED) AU. DRAWINGS AND STRUCTURAL CALCULATIONS SHEETS jig (2) sets TO BE STAMPED (ORIGINAL SIGNED WET STAMP, NOT COPIED) BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER. ❑ mamma 1. 2. I c (if previously (List all drawings and number each). reviously assigned). 3. Occupancy classification per 2003 LB.0 4. Project description. 5. Building area (ail floors). Areas) of work (S.F. of work area). 6. Vicinity Map showing location of site. ❑ srrEPLA1t (DRAWINGS LEGIBLE SCALE.) 1. North arrow. 2. Location of driveways, parking, loading & service areas. 3. Location and gross floor area of existing structure with dimensions. ❑ Floor plan: shows proposed location of rack space with proposed use of each room labeled. ❑ Overall building floor plans with adjacent tenant use; Identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. (if applicable) ❑ Radc Storage: If adding new racks or altering ectsting rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Construction of racks details. Indicate the intended use for the storage racks. All storage racks shall be mechanically anchored in place to resist displacement ❑ Engineering, storage racks installations that are more than 8 feet high shall be anchored or braced to resist overturning or displacement due to earthquake events. A professional engineer registered by the State of Washington shalt prepare design and calculations. Zillgbi:,•gnirtilF ■ot,,,hrtIttmn r w t t .3 :1•4‘04ft,-..irsg,"“;,..., f!, • • ntlegitrid4MR0n4 ••"•"-- • Versatile and efficient — Provides multiple shelf storage to maximize storage • Uses sine rivet beams for maximum vertical space • Shelf sizes up to 48 x 36' • Shelves adjustable on 1 112* centers • Various sizes and shelf capacities available • No diagonal brace allows •double entry access • Boltless construction • Assembles in minutes • See Capadty Chart, page 29 7 shelves 8 shelves 9 shelves Colors available • — Gray —Tan — Putty • — Black lestr!i! ace Saver With the use of Rapid Rack Tee Posts you can combine add-on units with individual Space Saver units to arrange economical rows of shelving. Start each row with a Space Saver unit and join the desired number of add-on units to complete the row. EXAMPLE: 1 Starter unit and 2 Add-Ons Starter unit Model no. wxdxh Add-on unit Model 75 3612-8 36" x 12' x134° 7S 3618-8 36' X 18' x84' 15.3624-8 36" x 24° x84* 753636-6 36" x 36 x114" 75 4812-8 48" X 12* x.84" 75 4818-8 48" X18' x 84' 754824-8 48" x24° x84" 7S 4836-8 48 x 36" x134" : 1.; '•••• • -: : i • : , • 75 3612-8A 75 3618 753624-8A 75 3636-8A 75.4812-8A 75 4818-8A 75-4824-8A 75 483641A 75 • 36I29A 6 shelves- 753612-6 75.3618-6 753624-6 753636-6 7S 4812-6 7S 4818-6 754824-6 754835-6 Angle posts from starter unit are used at each end of the row. DR8's are required on top and bottom levels for rigidity. 36'.x 12" x84 36x x 84" 36" x 24' x 84" 36" x36" x84° 48" x 12' x 84" 48" x 18" x 84" 48'x24 x84' 48' x 36' x 84" I See Capacity Chart page 29 n 3612-6A 75 3618-GA 75 3624-6A 75 3636-6A 754812-GA 7S4818-6A 754824-GA 754836-GA 3084' NOTES: 1) When shelving structure must conform to seismic requirements, consult your Rapid Rad: representative for assistance. 2) Intermediate shelves which exceed 24" deep must include SRB beams across depth. 3) Particle board, decking available, cut to size. 4) for Add-on units, add suffix 'A" Depth Shelf Length 24" I 30" I 36" I 42" I 48" I 54" 160" Steel Edge Standard Duty Shelving 12" 640 510 430 370 310 270 250 15" 640 510 430 370 310 270 250 18" 460 510 430 370 310 270 250 24" 300 380 • 430 370 310 270 250 Steel Edge Heavy Duty Shelving 15" - - . 810 690 620 550 500 18" - - 810 690 620 550 500 24" - - 700 650 620 550 500 30" - - 500 510 530 510 500 36" - - 440 440 460 470 480 Heavy Duty Double Rivet Beams Depth Deck Length 4 Ft. Long 5 R. Long 6 Ft. Long 7 Ft. Long 8 Ft. Long 18" 1560 1200 1100 950 700 24" a6Q )„2 1100 950 -ZOO- Scotland Rack, Ltd: Industrial Steel Shelving, Racks, Open Shelf Filing Page 1 of 3 Bensalem, Pa. 19020 Phone: (215) 245 -7000 or (800) 220 -1495 FAX: (215) 245 -1499 About Our Materials Product Load Ratings Frequently Asked Questions About Us Recent News All Scotland Rack products are Made with Pride In the USA SCOTLAND ►CK, LTt. 6'4?4 .fieF.gE d..:i« 1 • #.4..�.f.��t..fd x� .��.! ;sy.:�,("°vS��r,�3�. Product Load Ratings Rivet Lock Shelving Bulk Storage Rack http:// www. scotlandrack .com/LoadRatings.asp Steel Edge Shelving Load Ratings Rivet Lock Units Load Ratings Total LB. per Shelf (ratings for evenly distributed loads) Upright Frames: 3500 lb. per frame with shelves on 24" maximum centers. Total LB. per Deck tings for e eniy distributed loads) Go Top 11/7/2007 Light Duty Low Profile Beams Depth Deck Length 36" Long 42" Long 48" Long 54" Long 60" Long 15" 810 700 620 550 500 18" 810 700 620 550 500 24" 700 650 620 550 500 30" 500 510 530 510 500 36" 440 450 460 470 480 30" 1560 1200 1100 950 700 36" 1560 1200 1100 950 700 48" 1340 1200 1000 950 700 Depth Beam Length 3' I 4' I 5' I 6' I 7' I 8' deck) 18'2" Corrugated Steel Decking (2 supports per 18" 2600 2600 2440 2010 1720 1500 1460 24" 2260 2600 2440 2010 1720 1500 1460 30" 1230 1660 2100 2010 1720 1500 1460 36" 880 1180 1500 1810 1720 1500 1460 42" 710 950 ' 1210 1460 1710 1500 1460 48" 590 780 1000 1210 1410 1500 1460 50" 570 760 950 1160 1350 1500 1460 54" 510 690 860 1040 1220 1400 1420 60" 460 630 780 950 1100 1270 1290 Sprinkler Deck 18" - 2490 2440 2010 1720 1500 1460 24" - 2490 2440 2010 1720 1500 1460 30" - 1660 2080 2010 1720 1500 1460 36" - 950 1200 1440 1690 1500 1460 42" - 760 960 1160 1360 1500 1460 Scotland stack, Ltd: industrial Steel Shelving, Racks, Open Shelf Filing httpi /www scotlandrack com/LoadRatings.asp Page 2 of 3 Bulk Storage Rack Load Ratings Go Top Total LB. per Deck or Pair of Beams (ratings for evenly distributed loads) 11/7/2007 48" • 630 790 960 1130 1290 1310 50" - 600 760 920 1080 1240 1270 54" - 550 690 830 970 1110 1140 60" - 490 630 760 890 1020 1030 Medium Density Fiberboard (4 supports per deck) 18" 1950 2600 2440 2010 1720 1500 1460 24" 1950 2600 2440 2010 1720 1500 1460 30" 1890 2600 2440 2010 1720 1500 1460 36" 1510 2600 2440 2010 1720 1500 1460 42" 1400 2600 2440 2010 1720 1500 1460 48" 1170 2300 2320 2010 1720 1500 1460 50" 1120 2210 2230 1930 1650 1500 1460 54" 690 1410 1420 1430 1440 1450 1450 60" 540 1070 1070 1070 1070 1070 1070 Steel Beam Pair 1 2750 1 2600 1 2440 1 2010 1 1720 1 1500 11460 Scotland Rack, Ltd: Industrial Steel Shelving, Racks, Open Shelf Filing httpJ /www scotlandrack.com/LoadRatings asp Page 3 of 3 Bulk Storage Rack Upright Frames: 10,500 lb. per frame for beams on 36" maximum centers and lowest beams 18" maximum above the floor. 8,300 lb. per frame for beams on 48" maximum centers and lowest beams 24" maximum above the floor. If beams are not used at the bottom of posts, posts must be anchored to the floor. If beams are used at the bottom, this bottom storage level does not count in figuring the allowable frame loading. Note that footplates make it easier to level the racks, and proper leveling Is essential. Ham I View Catan I Order Catalog I Contact Us I FAQ Steel Edge ShelyJj g I Storage Rack I Open Shet Filing I .Rivet Lock shelving I XRay Filing 11/7/2007 TO: Jennifer Marshall COMPANY: City of Tukwila I +AX NUMRERI 206 4313665 PIiONP. NUMRhIt: RI's: Permit # D07.462 ❑ URCENT ❑ FOR REVINW 0 PLEASK COMMKNT 0 PLEASE REPLY 0 PLEASE RECYCLE NOTtiS /COMMRNTSI Hi Jennifer, Please close out permit #1)07 -462 as we will not be needing k .Please call Inc with any questions. Thank you, Kathelinc De Stephano 425 864 2162 URBAN TRADING LLC DBA; ESCAPE OUTDOORS FACSIMILE TRANSMITTAL SHEET BSCAPH OUTDOORS H17 SOUTliceN'rRR MALL 'I'UKWI1.A.W, 9RIN11 PROM: Katherine De Stephan DA'1't 10/13/2008 TO'I'AI. NO. OF PACES INCLUDTNG COVER: 2 SFNI)RR'S REHERANCE NUMB1 RJ YOUR RP. AI:NCR NIJMRER: RECEIVED OCT 13 2008 flftio 10 -01 -2008 YEN NGUYEN 105 S MAIN ST, STE 323 SEATTLE WA 98104 City of Tukwila RE: Permit No. D07 -462 817 SOUTHCENTER MALL TUKW Dear Permit Holder: Jim Haggerton, Mayor Department 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/09/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall it Technician Permit File No. D07 -462 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 05 -08 -2008 YEN NGUYEN 105 S MAIN ST, STE 323 SEATTLE WA 98104 RE: Permit Application No. D07 -462 817 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 12/13/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 06/10/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 06/10/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: Ter Marshall it Technician Permit File No. D07 -462 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 .PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -462 DATE: 12 -13 -07 PROJECT NAME: ESCAPE OUTDOORS SITE ADDRESS: 817 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued D PARTMENTS 1 Buildin Division Public Works Comments: Fire Prev Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Incomplete n Planning Division ❑ Permit Coordinator ❑ DUE DATE: 12-18-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -25 -02 APPROVALS OR CORRECTIONS: No further Review Required DATE: DUE DATE: 01-15-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License MARKECW066NU Licensee Name MARKET CONTRACTORS (WA) LTD Licensee Type CONSTRUCTION CONTRACTOR UBI 601018244 Ind. Ins. Account Id 51493700 Business Type CORPORATION Address 1 10250 NE MARX ST Address 2 City PORTLAND County OUT OF STATE State OR Zip 972201152 Phone 5032550977 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/31/1994 Expiration Date 9/13/2008 Suspend Date Separation Date Parent Company Previous License LWBOOC' 133KK Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BOONE, MICHAEL L 01/01/1980 BROWN, PATIRCIA J 01/01/1980 HUGHES, MICHELE W 01/01/1980 DILLON, LENNARD 01/01/1980 BODEN, JOHN T 01/01/1980 01/01/1980 WARMER, EDWARD S 01/01/1980 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 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 Bond I Bond https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MARKECW066NU 05/13/2008 VICINITY MAP SCALE: NTS PROJECT INFORMATION PROJECT ADDRESS: PUBLIC: STORAGE/ OFFICE: TOTAL: WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 STORE NAME: ESCAPE OUTDOORS SQUARE FOOTAGE OF WORK: 1,926 SF OCCUPANCY GROUP: PRIMARY OCCUPANCY: M- COVERED MALL OCCUPANCY LOAD: 1,319 SF/ 30=44 299 SF/ 300 =1 1,618 SF CONSTRUCTION TYPE: EXISTING CONSTRUCTION TYPE: TYPE II -B - NONCOMBUSTIBLE NEW EXPANSION CONSTRUCTION TYPE: TYPE II -B - UNPROTECTED NONCOMBUSTIBLE (CHAPTER 6 IBC) PROJECT. DESCRIPTION: TENANT IMPROVEMENTS CONSTRUCTION OF A NEW RETAIL SPACE IN A NEW SECTION OF SOUTHCENTER MALL THE SPACE WILL BE USED FOR RETAIL SALES. ESCAPE OUTDOORS AT SOUTHCENTER MALL PROJECT CONTACTS TENANT: URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 PH: (425) 487 -6643 FAX: (425) 467 -6371 LANDLORD: WESTFIELD CORPORATION. INC. 11801 WILSHIRE BLVD.. 14TH FLOOR LOS, ANGELES, CA 90025 PH: (310) 478.4458 FAX: (310) 575-5991 TENANT COORDINATOR: JOSH KIMMEL PH: (310) 893 -4761 EMAIL JKIMMELOWESTFIELD.COM ARCHITECT: ROLLUDA ARCHITECTS, INC. 150 S. MAIN ST. STE 323 SEATTLE, WA 98104 PH: (206) 624 -4222 FAX: (206) 624-4226 PROJECT MANAGER: ALEX ROLLUDA PH: (206) 624 -4226 EMAIL ALEX ©ROLLUDA ARCHITECTS.COM MECHANICAL BERONA ENGINEERS, INC. 4630 200 ST. SW. STE C. LYNNWOOD, WA 98038 CONTACT: ROY S. NUDO PH: (425) 744-0033 FAX: (425) 744-6322 EMAIL RNUDO ©BERONAENGINEERS.COM ELECTRICAL: HM ELECTRIC, INC. PO BOX 918 CEDAR STREET MARYVILLE, WA 98270 CONTACT: JULIE ONSUM QUINTELLA PH: (360) 658-0501 FAX: (360) 658-0502 EMAIL JUUEO ©HMELEC.COM BRN ENGINEERING, INC. CONTACT: BRYAN BOEHOLT EMAIL BBOEHOLT @BRN- ENGINEERING.COM SITE PLAN SCALE: NTS SHEET INDEX GENERAL AO COVER SHEET ARCHITECTURAL Al A2 A3 SITE PLAN TENANT SPACE FLOOR PLAN ENLARGE STORAGE ROOM PLAN, ELEVATIONS AND DETAILS STOREFRONT ILLUSTRATIVE ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED KEY PLAN: LEVEL 1 OF 3 SCALE: NTS i f • /_, , // /://///,- / TENANT SPACE% #1460/ li FILE COPY of Tukwila INCA DIVISION Permit No., Lf iO2- Plan review approval Is subject to NT= end omissions. the violation of any documents does not of RECEIVED CITY OF Mimi LA DEC 13 2007 PERMIT CENTER OLLUDA A CHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t 206624 -4222 t 206- 624 -4226 CUENTS/0NUER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/142007 REVISIONS No. Date Description INSURANCE T171.E PERMIT SUBMITTAL PROJECT IDLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL 206-2460423 LEVEL 1 AREA 2 0 TENANT # 1460 0 DRAWING 1111E COVER SHEET DRAWING NUMBER AO PARKWAY -- / r 0 Y O � l LEGEND FA REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila BUILDING DIVISION AREA OF WORK TENANT SPACE RECEIVED CITY OF TUKWILA DEC 13 2007 PERMIT CENTER L u 110OLLUDA AIXCHITECTS 105 S. Main Street Spite 323 Seattle, WA 98104 t 206 - 624 -4222 t 206 - 624 -4226 CLIENTS/ OMER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/1412007 REVISIONS No. Date Description INSURANCE 1TILE PERMIT cp SUBMITTAL PROJECT TALE ESCAPE OUTDOORS AT SOUTHCENTER MALL c (�✓ 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL 206 - 246 -0423 LEVEL 1 AREA 2 (.) TENANT # 1460 DRAVNNG TITLE SITE PLAN DRAVNNG NUMBER Al • SCALE: 1 /4 " = 1-0' ADJACENT TENANT SPACE • nt r TENANT SPACE OVERALL FLOOR PLAN ADA CHANGING ROOM 103 5 OFFICE 1105 es S3 S 1 CROSS BRACING STRUCT. S3 RETAIL SPACE NEBO 17 -7? S 1 F- S - ORAGE RACK UNITS S2 11 o? ,rte S2 7 A m / III I 1 HOUR RATED 3ORRIDOR O C F. EXIT TO M CORRI iLECTRIC RANELS L I a. WALL Bump DUT FOR DISPLAY WALL Bumf DUT FOR DISPLAY ADJACENT TENANT SPACE 1 HOUR RATED CORRIDOR REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila BuILDINr DIVISION RECEIVED CITY OFTUKV/ILA DEC 13 2007 PERMIT CENTER p C) 0 ROLL A CHIT 105 S. Main Street Suite 323 Seattle, WA 98104 t 206 - 624-4222 t 206 - 624-4226 CUENTS/ CVNNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/142007 REVISIONS No. Date Description INSURANCE TIRE PERMIT SUBMITTAL PROJECT , TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206- 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 DRAIMNG TILE FLOOR PLAN DRAVNNG NUMBER A2 STORAGE RACKS LEDGEND TYPE DIMENSIONS DESCRIPTIONS S1 18"D x 8 W x 7'H STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL HANGING RAIL OPTION. 82 18"D x TW x 7'H STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL HANGING RAIL OPTION. S3 18 "D x 4 W x TH STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL HANGING RAIL OPTION. S4 18 "D x 51N x TH STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL HANGING RAIL OPTION. NOTE: 1. ALL SHELVING UNITS SHALL BE USE FOR HANGING CLOTHES AND BOXS ONLY. ADJACENT TENANT r L ADA CHANING ROOM MEM OFFICE 70 0 SCALE :12" =1'-C' EXIT ALCOVE, 1 HR RATED SCALE: 114 " CHANGING ROOM KIM S3 S1 S3 L_J Iiir • S1 v STORAGE ROOM S2 SHELVING UNITS LAYOUT PLAN PROVIDE METAL BLOCKING IN WALL TO SECURE RACKS, TYP. DOOR FROM RETAIL SPACE TO STORAGE ROOM to es EXIT DOOR TO ALCOVE • S2 8 MALL CORRIDOR HOLLOW METAL DOOR & FRAME ALCOVE EXIT TO MALL'S CORRIDOR ELECTRICAL PANELS LOCATION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila B ILDIN DPI! ION YVr3 ill I ,. RACK (FOIC), TYP. STORAGE ROOM ELEVATIONS RACK, FOIC USE %a 0 ANCHOR BOLT e FOOT PLATE ASSEMBLY DETAIL NTS WALL ANCHOR DETAIL NTS Q NOTE: ATTACH EITHER TO FRONT OR SIDE OF POST, AS CLOSE TO THE TOP OF THE POST AS POSSIBLE. BE SURE POST IS TRUE VERTICAL BEFORE SECURING TO WALL. ALL RACKS ARE MECHANICALLY ANCHORED IN PLACE. SEE ADDTIIONAL ATTACHMENTS FOR ANCHOR AND LOAD CALCULATION DETAILS. RECEIVED CITY OF TUKWJLA DEC 1 3 2007 PEHrvuT GEN I ER OLLUDA AIXCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t 206. 624222 F. 206-624-4226 CUENTS/ DARNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 Drawn DESIGN TEAM Design YN Checked AR/ SC Date 12/14/2007 AL: X E. R8 LLUDA STA OF ROS ON REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 9818&2886 TEL 206-24 6-0423 LEVEL 1 AREA 2 TENANT # 1460 '�...�° DRAINING TITLE STORAGE ROOM SHELVING UNITS PLAN AND DETAILS DRAVNNG NUMBER A3