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HomeMy WebLinkAboutPermit D11-290 - WESTFIELD SOUTHCENTER MALL - PAC SUN - STORAGE RACKSPAC SUN 650 SOUTHCENTER MALL Dl 1 -290 City oikukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 650 SOUTHCENTER MALL TUKW Suite No: Project Name: PAC SUN Permit Number: D11 -290 Issue Date: 09/28/2011 Permit Expires On: 03/26/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: AMY DIEKEVERS Address: 75 60 ST SW , WYOMING MI 49598 Contractor: Name: HARDESTY & ASSOCIATES INC Address: 1991 VILLAGE PARY WAY 180 , ENCINITAS, CA 92024 Contractor License No: HARDEAI066PP Phone: 616- 496 -9334 Phone: 760- 944 -0499 Expiration Date: 11/17/2011 DESCRIPTION OF WORK: INSTALL ROLLING RACK STORAGE Value of Construction: $0.00 Fees Collected: $401.49 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11-290 Printed: 09 -28 -2011 Public Works Activities: Channeliization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 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 Permit Center Authorized Signature: Lku Date: ` -)-0-1/1 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 construction or th to this permit. Signature: Print Name: •e •e • does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating ance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached eJi Date: 9— t2 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. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS * ** 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. doc: IBC -7/10 D11-290 Printed: 09 -28 -2011 6: All construction shall be done in conform. with the approved plans and the requireme of the International Building Code or International Residential C International Mechanical Code, Washingto to Energy Code. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: Install mechanical stops in tracks on shelving units so that when units are rolled together, a minimum 6 inch transverse flue space is maintained at 4 ft. intervals along the length of the run. If further clarification is needed contact Al Metzler at 206 - 971 -8718. 13: Clearance between ignition sources, such as light fixtures, heaters and flame - producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 14: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinldered areas of buildings. (IFC 315.2.1) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11-290 Printed: 09 -28 -2011 CITY OF TUICNA Community DevelPhent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.cov Building Pe. No. D [, t — 2q0 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 ** SITE LOCATION Site Address: Tenant Name: p C �V Property Owners Name: W esi-k Mailing Address: 2 S OO OA C 'f 6so S0u\cvW King Co Assessor's Tax No.: 262 Suite Number: New Tenant: 14w;12. y X31 Floor: Yes ❑.. No W State CtSigg Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Mailing Addres : C LS E -Mail Address: 2/ cirQ1- 4S1 (10e'tMlnDD1O Day Telephone: Y°dv`t t 4 City Fax Number: `la3— state Zip 616 c1qq c35-1 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: F Mailing Address: Contact Person: (2 SS1 E -Mail Address: City State Zip Day Telephone: c) : f d4 -(161,g- 9200 Li Fax Number: "I 50 - '( a 32. ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: NMI' Q, Gwur E -Mail Address: H:Wpplications\Porms- Applications On Line\2010 Applications \7 -2010 - Permit Application doc Revised: May 2011 bh City Day Telephone: 02.— lb — I 51 Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid prtj: $ 0 0 0 Existing `ilding Valuation: $ Scope of Work (please provide detailed information): - v r 2 r° 11 t∎4(� N?c IG 5-19 t'ey e Will there be new rack storage? k..Yes ❑ ..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: 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 If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: L "'' Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes " No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material 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. Ft\Applications\Forms- Applications On Line12010 Applications17 -2010 - Pertnil Application.doc Revised; May 2011 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC IBC 1" Floor 3.5 5- _ 0 Q ! l[ r IJ rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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 If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: L "'' Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes " No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material 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. Ft\Applications\Forms- Applications On Line12010 Applications17 -2010 - Pertnil Application.doc Revised; May 2011 bh Page 2 of 6 PERMIT APPLICATION NOTES — iicable 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 t ED AGENT: Signature: Date: SA /201 r Print Name: p• — 1OOV alf)ai" 4� Day Telephone: 2)6- bi "612 Mailing Address: e%rZ t/J. Cj S42,2 .Q,, ua q ioff City Date Application Accepted: State Zip Date Application Expires: Staff Initials: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: May 2011 bh Page 6 of 6 • 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.TukwilaWA.gov RECEIPT ParcelNo.: 9202470010 Permit Number: D11 -290 Address: 650 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/25/2011 Applicant: PAC SUN Issue Date: Receipt No.: R11 -02128 Initials: WER User ID: 1655 Payment Amount: $245.10 Payment Date: 09/28/2011 01:27 PM Balance: $0.00 Payee: DANNY MCSPADDEN TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1108 245.10 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $245.10 240.60 4.50 doc: Receiot -06 Printed: 09 -28 -2011 • M 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.TukwilaWA.uov RECEIPT Parcel No.: 9202470010 Permit Number: D11-290 Address: 650 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/25/2011 Applicant: PAC SUN Issue Date: Receipt No.: R11 -01868 Payment Amount: $156.39 Initials: WER Payment Date: 08/25/2011 11:55 AM User ID: 1655 Balance: $245.10 Payee: JEFF BETTGER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 115431 ACCOUNT ITEM LIST: Description 156.39 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 156.39 Total: $156.39 doc: Receiot -06 Printed: 08 -25 -2011 :INSPECTION RECORD Retain a copy with permit INSPECTION N0: PERMIT NO. �A CITY OF�.TUKWILA BUILDING DIVISION C 6300.Southceriter'Blvd., #100, Tukwila. WA 98188 . ra, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PU-2.10 Project: ' // / ,� (( Type of Inspection: N ■ Address: lel S 0 5 C. 4A44I Date Called: Specia Instructions: • Date Wanted: �a,sn- 3-- ! 3!I Z� .m. Requester: Phone No: • Ipproved per applicable codes. a Corrections required prior to approval. i CQMMENTS:' -r I KA:7(.19,Alidio (Date: 3 •'3 ri REINSP.ECTION. FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. .dr.aas..o INSPECTION RECORD Retain a copy with permit • INSPECTION NO. PERMIT NO. Di 1 -2.S O • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 9 A Sut.J Type of Inspection: • Fi NAI. Address: (9 50 •%.■ 0 41 r. 1N1 #1 i Date Called: Special Instructions: ' Date Wanted: . 1 I -- 1 I '. Requester: Phone No: Q j / 76o-3Y6 -0S7 Approved per applicabie.todes. Corrections required prior to approval. COMMENTS: 63 C.: re 1-- .\x/.., 104P 4F d 6r: S. • Date: INSPECTION FEE REdUIRED. Prior to next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - s. 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i 0/1 - .P9v PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 —viii• • ] �"+os Project: /-)T of Inspection: Address: S-, L Suite #: C.I.7. = J !h, tiC-- ,... Contact Person: Special Instructions: ;9re* Phone No.: VI- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood &Duct: Monitor: Pre -Fire: iA.i, 0 ;9re* Needs Shift Inspection: , Sprinklers: Fire Alarm: Hood &Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,. Date: /i/ /// Hrs.: f 141 iri $100.00 REINSPECTION FEE \REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Co schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc, / 6/11/10 T.F.D. Form F.P. 113 • REVISIONS No changes shall be made to thQ scope of work without prior apprzw:I of Tukwa a = us Ong Ivi;,1 NOTE: Revisions will require a new p' n c"bm't * • + and may include additional plan review is :.,. _i THE CARRIAGE FRAME IS MADE ALL OF 14 GAUGE GALVANIZED STEEL. C -1095 BLUE TEMPERED SPRING STEEL C -1095 BLUE TEMPERED SPRING STEEL .,minusd/0/lllli1/ .= +911/11 /lmmm,,.. C -1095 BLUE _ TEMPERED SPRING STEEL .,ummn/d41 /lll /hI A,1, "//Bunn,,,,. 6061 -T6 ALUMINUM 6061 -T6 ALUMINUM 6061 -T6 ALUMINUM 2A1 CHAIN TRACK DETAIL 281 ANTI -TIP TRACK DETAIL 2CC STANDARD TRACK D SEP 21 20 STAN 4 ARD ANCHOR COPY D 4� 1 CORNERS ARE INCA N/A t tir UP 4801£ THE CARRIAGE SURFACE City of u :wila BUILDIN ` * VISION PEGBOARD IS BOLTED ON, ON EACH ENO OF SHELVING t lroval of Mt. violation Of ved WHEEL IS A PERMANENTLY 5EALEO. SINGLE ROW. RADIAL BALL REAPING ►4; 1.11;1 SPACER ANTI TP BASE ANTI.tIPH00% Ir ON CENTER VAX NE% BOLT CARRIAGE 4 ANTI TIP ASSEMBLY (2 PER) .080' .090' 0' .310' V .210 /16° KEY SLOT DETAIL 5 ANGLE POST DOUBLE RIVET LOW PROFILE BEAM VARIES NOTES: 1. SLAB THICKNESS = 4' MINIMUM 2. SLAB CONCRETE STRENGTH = 3000 PSI MINIMUM 3. STEEL STORAGE RACKS DESIGNED W/ ACCORDANCE WITH BC 2009 OVIDE PARTIAL INSPECTOIN FOR EXPANSION ANCHOR IN'TALLATION IN ACCORDANCE W/ IBC 1707.6 5. EXF ANSION ANCHORS TO BE SIZE ANO LENGTH INDICATED 0 DETAIL AND SHALL BE ONE OF THE FOLLOWING: - HILTIT KWIK BOLT TZ (ICC -ES ESR 1917) - POWERS FASTENERS POWER STUD (1CC -ES ESR 2818) - OR ICC -ES APPROVED EQUAL VARIES 314' X 14 GA. STRAP ATTACH W/ 1/4 X 314' HEX HEAD BOLT (4) REM) PER X -BRACE SET eV Y_RGAPF (2) X BRACES AT EACH END X -BRACE LOCATION R AUG 25 2011 PERMIT CENTER CALCULATIONS BY: AMIBROSE ENGINEERING INC. .C66 N.I i COU Ills Cont. S1utr 100 CsdSIMU O. '31 5;012 :82 1 600 FAN : }• --1363 4111.14 taken; lISttl•atscuu2 24 1/2" Fa=APIA E PERMIT REQUIRED FOR: Nlecha,icai gElectrical Plumbs ig al Gas Piping City of Tu awila D VISION tS PAC SUN #530 SOUTHCENTER MALL 803 SOUTHCENTER TUKWILA. WA. 98188 MEG Viral Merchandising Equipment Group. LLC. 02 far_, Chen stH1. CaKMp S0.:.tna.)f2TLTif 515.E. MEG MOBILE DETAILS SHEET 1 OF t .., :....�... +sr -awn. man ro CWAIVI CALC276 A EXIT HALLWAY 8-2 7 -1 INIIMEEM IKMMI o o® m nalma o I 1 I 1 1 1 , 1 I `.0 Ara CORER • !Lb T -r • { { •■ ••41.15' c aNT : C. CV waL S -� 03Tu 3 x41.1. Cai Ci mow; 1 51.170 cC. RT nET m. Pct eec,."‘„, • STOREFRONT ENTRY IcEmart- / v' 1/4I <�oa.., »+> cooI I I 1 1 1 1 I I1, n n SP_V7G -1 STOREFRONT 1 T FLOOR AND WALL FINISH PLAN 1 TEt&.vT ' : TO SE- alt TE APT SC TO 51.770! 47 I ROOK PP-.RES • 7140E .NS -A.1. CORNSR 001005 07 PER •0C3.N •1PP,R: PLAN •all 0175..E CGR5ER5 05 TNEI - -- L 570:0 ROOT AN0 L_INA, REAR SALES AREA CASH WRAP AREA 0 ID -. T I -1 'ADJACENT TENANTI TENANT GC SaPll 70748 CC0RETE / TE\a•T GC WAR_ NOT 745E 14417 \ Sus 60.7451:74 AwT TO ...RE NO. I' I 1.5 ANY ,100 750 CA STCREFRSNTS I -! CC1IDIT CR PR OR -C STGaE :PEN\+ l • PENINT G C Sall XR 5E 015! -O I f .C11.T 01748-75 ON (SELO1 NIN. ,{ P.XOCR AS REOU REO I 'In. £1007 P'NIS_J 5441_ RE NC GREATER 1 <_�w•._-...-v—vw✓ L!] TR. 11l1ERT C•t. LUSE 04 —I FRONT SALES AREA w P -'. A B- r P•' F-1 ADJACENT TENANTR REVIEWED FOR COD�EP COIPR OVE ®7410 SEP 21 2011 ALL 1ERMCEI COAROOR FLOOR AND WALL FINISH PLAN (CONT.) City of Tukwila BUILDING DIVISION ;MEGA ®�' MLd1M (Piif EHM CRY RECEIVED AUG 25 2011 PERMIT CENTER iwe,r•,a TENANT FLOORING AT STOREFRONT TENANT GC TO PRO0C1 110 1S-A__ SJEGNG c0\:RETE Tc771!• a5 0I0:0 T; 0S':! :P 1115LRE -0 v1NT11 TRAUSIST'0V 43-11 •0 :RE*T01 F.1a.: I RO SL:PE TENANT 2C TO CI•ECC w v C5 KIP% -0 61451 P 00N5TR.C' 71, 5701.T IIATERI4L 4\0 51++ GR,T e1TTOP! EDST :P 51:£! KR V.V.! iRA1.547. N 1,101 1 MALL FLOORING AT STOREFRONT ' -C445t GC TO 14704 T44, F7O47 1■■IU 777' LEASE 1,1NS 10 !TGR:PIONT 5157 �•'n'tI *1.40 £I.UY SCRPaC1 '741,,' 074 r PAINT FINISH NOTE •.01041LO Mu 4.0 No. CCP '*A1 ,PT'7.a.! FINISH LEGEND ROOM NAME BASE R17'S . FLOOR 4,1 BR/ MR Y W !. a.•! • SBA REFER TO SHEET A002 _ FOR FINISH SCHEDULE '°°R" ' PSN -10-016 530 PRCSUt1 COPYRIGHT NOTICE • m......,•...0.�..P...... FLOOR AND WALL FINISH PLAN T4 5114.10' 1R. •5 .T:, A2o0 erA1.R er• STRUCTURAL DESIGN CALCULATIONS For 0,1 FILE COPY Seismic Shelving Analysis pectin O. Pac Sun Southcenter Mall - Tukwila, WA BY 1- - Job # 011-334 August 19, 2011 1 Calculations prepared for MEG REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 1 2011 City of Tukwila BUILDING DIVISION • , - RECEIVED AUG 25 2011 PERMIT CENTER "OP-INN. *5 PY*-••.%),,C4 escl ewr .SIzzar 4 14q ' 4, • r.xf mr.s Merchandising Equipment Group, LLC 502 South Green Street Cambridge City, IN 47327-0240 (765) 478-3141 IA ww.megfixtures.com Reference Data These calculations review the design and installation of storage racks for structural adequacy. The sealing of these drawings is for the structural review of the storage racks only. Other information is not reviewed or approved. Building Code • 2006 International Building Code • ASCE 7 -05 • Rack Manufacturers Institute — Industrial Steel Storage Racks Manual (RMI) Loads Vertical (Dead plus live) Mobile shelving by Merchandising Equipment Group, LLC (MEG) Max. permissible load /shelf Max. permissible Toad /unit < 90 Ibs < 900Ibs 1 W IL % 40,4 Conterminous 48 States 2009 International Building Code Latitude = 47.46 Longitude = - 122.26 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 1.428 (Ss, Site Class B) 1.0 0.489 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.46 Longitude = - 122.26 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 1.428 (SMs, Site Class D) 1.0 0.739 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.46 Longitude = - 122.26 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 0.952 (SDs, Site Class D) 1.0 0.493 (SD1, Site Class D) p,f.d2� 0.2 o_ SSG�� 'bt Sad.. D` a Calc for: Pac Sun - Tukwila, WA Zi&s,AMBROSE ENGINEERING, INC. Job #: 011 -334 W98 N215 Commerce Ct., Suite 100 Cedarburg, WI 53012 262/377-7602 FAX 262/377 -4888 ambengQambeng.com Date: 8/1112019 Page: By: JRS Checked: RMS Mobile shelf Seismic design procedures follow IBC 2006, ASCE 7 -05, 12.8.3, 15.5,3, and RMI 2.7 Length 24.5. `:I in Width Height 96 l in # of shevles 10•± °;i Seismic Design Category Importance Factor, I R (braced) R (unbraced) SDS Bottom shelf "height" Second shelf "height" Typical shelf "height" Assumed top shelf height Seismic Base Shear. V V= CaxlpxW8 C, (R) C, (R =6) D 0.952 RMI ASCE 7 -05 (min.) 0.238 0.133 0.158667 W8= (0.67 x PLRF x PL) + DL Product Load, PL Shelf # in in in in Shelving profile 'Tae. erop�lOWO PLRF 9 1.0 1-24 1 /2'1 1 1 max per shelf Dead Load, DL 1.25 1 psf 1 1.0 ft3 90 lbs 2 1.8 ft3 90 lbs 3 1.8 ft3 90 lbs 4 1.8 ft3 90 Ibs 5 1.8 ft3 90 lbs 6 1.8 ft3 90 Ibs 7 1.8 ft3 90 lbs 8 1.8 ft3 90 Ibs 9 1.8 ft3 90 lbs 10 1.8 ft3 90 Ibs 1 2.55 Ibs 2 2.55 lbs 3 2.55 Ibs 4 2.55 lbs 5 2.55 lbs 6 2.55 Ibs 7 2.55 lbs 8 2.55 lbs 9 2.55 lbs 10 2.55 lbs 900 lbs 26 lbs 629 Ibs 150 jibs Job: Pac Sun - Tukwila, WA AMBROSE ENGINEERING, INC. Job #: 011 -334 W88 N215 Commerce Ct. Suite 100 Cedarburg, W1 53012 Date: 8/11/2019 262/377-7602 FAX 202/377.4888 ambengnambeng.com Page: Li By: JR Checked: RMS BRACED DIRECTION (onaitudInal) R=4 Vertical Distribution of Forces k F = Vwxhx tt n wihi k 1.1 k = 1.0 For all levels Load Case 1 - All shelves loaded @ 67% (The 0.67 in the W, represents this) From RM1 (ASCE 7 -05 12.8.3 procedure is identical) Values from above * 0.67 w1 10 Ibs h1 6.0 in w2 10 Ibs h2 10.5 in w3 10 Ibs h3 21.0 in wa 10 Ibs ha 31.5 in w5 10 Ibs h5 42.0 in we 10 Ibs he 52.5 in w7 10 Ibs h7 63.0 in wa 10 Ibs he 73,5 in w9 10 Ibs hg 84.0 in w10 10 Ibs h10 96 in Lateral load at each she f each node wth1k 60 lb-in F1 1.9 Ibs 0.9 Ibs w2h2k 105 lb-in F2 3.3 Ibs 1.6 Ibs w3h3k 210 lb-in F3 6.5 Ibs 3.3 Ibs wahak 316 lb-in F4 9.8 Ibs 4.9 Ibs w5h5k 421 lb-in F5 13.1 Ibs 6.5 Ibs wehek 526 lb-in Fa 16.4 Ibs 8,2 Ibs w7h7k 631 lb-in F7 19.6 Ibs 9.8 Ibs wehek 737 lb-in Fa 22.9 Ibs 11.5 Ibs w9hek 842 lb-in Fg 26.2 Ibs 13.1 Ibs wlohlok 962 lb-in F10 29.9 Ibs 15.0 Ibs Total 4811 lb-in Load Case 2 - Top shelf 100% loaded Wa top Vtop = Flop 926 220 Ibs Ibs Lateral load at top shelf Job: Page: AMBROSE ENGINEERING, INC. Job #: _ By: W68 N216 Commerce Ct., Suite 100 Cedarburg, W1 53012 Date: Checked: 2821377 -7602 FAX 262/377.4888 ambcng ©ambeng.com UNBRACED DIRECTION (transverse) R =6 100 Ibs k Fx s Vxhx wihi k 1.1 For all levels Load Case 1 - All shelves loaded @ 67% (The 0.67 in the W represents this) * From RMI (ASCE 7 -05 12.8.3 procedure is identical) Lateral load at each shelf each node w1h1k 60 lb-in F/ 1.2 Ibs 0.6 Ibs w2h2k 105 lb-in F2 2.2 Ibs 1.1 Ibs w3h3k 210 lb-in F3 4.4 Ibs 2.2 Ibs wahak 316 lb-in F4 6.5 Ibs 3.3 Ibs w5h5k 421 lb-in F6 8.7 Ibs 4.4 Ibs wahak 526 lb-in F6 10.9 Ibs 5.5 Ibs w7h7k 631 lb-in F7 13.1 Ibs 6.5 Ibs wahak 737 lb-in F6 15.3 Ibs 7.6 Ibs w9h9 842 lb-in F9 17.5 Ibs 8.7 Ibs wlohlok 962 lb-in F10 19.9 Ibs 10.0 Ibs Total 4811 lb-in Load Case 2 - Top shelf 100% loaded w8 top Vtop = Ftap 926 Ibs 147 Ibs Laterla load top shelf Job: 2\ AMBROSE ENGINEERING, INC. Job #: W843 N216 Commerce Ct, Suds 100 Codarburg, W 63012 „ti 2821377 -7602 FAX 262/377 -4868 ambeng@embeng.com Date: Page: 6 By: Checked: Specific Load Combinations (per ASCE 7-05 12.4) Load factors DL LL (PL) EQ Combination #5 1.13 0.70 Combination #6 1.10 0.75 0.525 Combination #8 0.47 - 0.70 MEMBER DESIGN Beam Type 1: DRB (double rivet beam) Section properties Mmax ..:268;: l in -Ib (from RAM analysis) Sx 0.126432 in fb 2120 psi L 96 in d 48 in Fb 21600 psi Fy 36000 psi fb/Fb 0.098 Double Rivet Beam connection rivet spg rivet dia 1.50 in 0.31 in Shear capacity of rivet Fy 55000 ` !psi Area 0.075 sq in Pmex 1660 lb Man 2491 in-lb OK CONNECTION OK ANTI -TIP TRACK CHECK Track properties Ix 0.041 in4 Anchor spacing 16.0 in Sx 0.119 in3 Uplift , :370 .. ! Ib Fy 21000 psi Mmax Sreqd 1480 0.1174603 OK entiev Current Date: 8/19/2011 1:16 PM Units system: English File name: S:12011 dwg1011 -334 MEG - Pac Sun #530 - Tukwila, WA1CatcsIRAMITukwila WA PacSun stationary shelf.etz\ Bentley3 8 ,4% Current Date: 8/19/2011 1:17 PM Units system: English File name: S:\2011dwg \011 -334 MEG - Pac Sun #530 - Tukwila, WA\Calcs \RAM \Tukwila WA PacSun stationary shelf.etz1 d 1 888; Sa$A 1111 el a 2 se u 8 1 i c�? id 2 2 cccccc a 3 8 gi :r =o Section Inhui aUai a a 11 ss$.$ $suwsss d 7474 ��FFF « «s$$6s�6s °sxF's a d 1 4 444§0 Vl000 o7Ntldkpaas o g0000000eeee 8883 88$� s e 2 1 8 ! €2 Ha88E!! M wn F 3 gs c4 as 'at 1 a 1 1 cccccc $43133 sy la 1 3 As i a 8 ° WIIIMIIIMEIM 4Salas €Ig lli 5 888E 28 1111 1 a a a ENI � a 8 s 2202$2 Section InfolmuUen g I oave s $°_!'s$A8$ ,1;$i 8A84 ably 1111 A S 1 0 1) d g9 ail 1 1 1 1 gi r 1 S 1 at It 1. 9_H gdk 1 a 1 al 8 1 Ia 3; TT 3.3. R +8 a 3 1 1 8; aB 1 .c 8 1 a 8 880 $? a d 3 1 1 1 J d jj 1 1 sy es 2.2 838 8f 1 1 i 1 1 5� a 1 3. e 82 le Ha 888 11 1 a e 1 C 88 3., 1 1 1 Ontoonottoto Van Mama !IINCILSCaltafttsilltE01 otebutramitsssaiet Citstuktrolthslatith 36600 (Eq.C3.4 1.0 GS craw c.) n tra (T66. ca. 1) Ot1ERAC11011 Sutletficadosutetwats,ftekaialts fate : 011 Ito motto. Iwo boon rocs/M.1W moolnouno ogle wool 11 1.0 yemblmd bonano ond ate. tea Iva 11600 : 063 CR.ITOOL summon 60110 COI Eel 637 .113 7S% RetsnInos 0 6 1-1 001E0 . .37 al 43.75% Rotoreen 0.61-1 tO164 : .33 al VIM Rehm. : 036-1 011E4 : •16.1175% Rotorua . 1.1.0 060 (4 . 617 361-766. itolondloo . 062.66 , 000 OM to. , on al 3.750 Italorento : CO 2.14 Pay013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director AMY DIEKEVERS 7560 ST SW WYOMING MI 49598 RE: Permit No. D11 -290 PAC SUN 650 SOUTHCENTER MALL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 04/30/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 04/30/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, --z5d1 ---.1_,_ Bill Rambo Permit Technician File: Permit File No. Dl 1 -290 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ()PE T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -290 DATE: 08 -25 -11 PROJECT NAME: PAC SUN SITE ADDRESS: 650 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued D PARTMENTS: G B i df1 ng DI ision Public Works AyvAVG Fire Prevention Structural Planning Division Permit Coordinator TTI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 08-30-11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09 -27 -11 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Paer Friendly Page 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. Business and Licensing Information Name HARDESTY & ASSOCIATES INC UBI No. 601423943 Phone 9497232230 Status Active Address 500 E Balboa Blvd License No. HARDEAI066PP Suite /Apt. License Type Construction Contractor City Newport Beach Effective Date 10/17/1994 State CA Expiration Date 11/17/2011 Zip 92661 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HARDES1099DG HARDESTY & STONE INC Construction Contractor General Unused 3/7/1991 7/2/1993 Archived Business Owner Information Name Role Effective Date Expiration Date HARDESTY, ROBERT D Cancel Date 01/01/1980 Bond Amount HARDESTY, ROBERT E 7 01/01/1980 wal3466 HARDESTY, WILLIAM S Until Cancelled 01/01/1980 HARDESTY, LORI A /2009 01/01/1980 PLATTE RIVER INS CO ALLEY, RICHARD Agent 01/01/1980 09/01/2009 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 MERCHANTS BONDING CO (MUTUAL) wal3466 09/08/2009 Until Cancelled $12,000.0009/14 /2009 6 PLATTE RIVER INS CO 40069657 09/01/2003 Until Cancelled 09/01/2009 $12,000.00 09/08/2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 16 SCOTTSDALE INS CO BCS0023302 10/25/2010 10/25/2011 51,000,000.00 10/25/2010 15 SCOTTSDALE INS CO BCS0020742 10/25/2009 10/25/2010 $1,000,000.00 10/27/2009 14 FIRST SPECIALTY INS CORP IRG57154 10/25/2008 10/25/2009 $1,000,000.0010 /31/2008 13 TOEADFASTINS SC03557421 08 10/25/2006 10/25/2008 $1,000,000.00 10/25/2007 12 STEADFAST INS SC03557421 07 10/25/2006 10/25/2007 $1,000,000.00 10/30/2006 11 CO STEADFAST INS SC03557421 06 10/25/2004 10/25/2006 $1,000,000.00 10/27/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https: / /fortress.wa.gov /lni/bbip /Print. aspx 09/28/2011