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HomeMy WebLinkAboutPermit D11-138 - WESTFIELD SOUTHCENTER MALL - FOOTLOCKER / CCS - SHELVINGCCS 974 SO1JTHCENTER MALL Di 1-138 City okukwila • 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: 974 SOUTHCENTER MALL TUKW Suite No: Project Name: CCS Permit Number: Issue Date: Permit Expires On: D11 -138 06/20/2011 12/17/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: KENT FAHEY Address: 3019 HOLLINWELL DR , KATY TX 77450 Contractor: Name: L & L RETAIL CONSTRUCTION LLC Address: 3750 W MAIN ST STE 4A , NORMAN OK 73072 Contractor License No: LLRE'TCL954QQ Phone: 800 -556 -8641 Phone: 405 360 -2775 Expiration Date: 11/30/2011 DESCRIPTION OF WORK: SHELVING PERMIT FOR RETAIL STORE Value of Construction: $0.00 Fees Collected: $401.49 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: II-13 Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -138 Printed: 06 -20 -2011 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. 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 Permit Center Authorized Signature: Date: l� 4'V` (' 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 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 and agree to the conditions attached to this permit. Signature Print Name: 'PSG le Al\e r� Date: This permit shall become nuYf and void if the work is n 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 D11-138 Printed: 06 -20 -2011 6: All construction shall be done in conform- with the approved plans and the requirem of the International Building Code or International Residential , International Mechanical Code, WashingtWate Energy Code. 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. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: Install mechanical stops between rolling shelving units so that when units are all pushed together, a 6 inch transverse flue space is maintained every 4 ft. along the length of the rolling shelves. If there are questions contact Al Metzler at 206 - 971 -8718. 11: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: 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 -138 Printed: 06 -20 -2011 4t CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://Www.ci.tukwila.wa.us • Building Permit No. Dit.138 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 C1j f,� King Co Assessor's Tax No.: Site Address: CM -F GL. Suite Number: So Floor: Tenant Name: c_e_S Property Owners Name: Mailing Address:jO3 -3 New Tenant: ❑ Yes ..No 'J—lxl— City �1hState cl'8 I .ES8 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Day Telephone:120O Mailing Address: 30 \C‘ city l k State Zip E -Mail Addressg U all43 t7e(-)DikA Fax Number: 28 (rS GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) t� Company Name: o t act ;,... at Mailing Address: city Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: ate 800- 556 -8641 Fax 281- 579 -2222 Expiration Date: rtlpermitS @yahoo.c6H9 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Nt < C--1119" . CST - kC. 0 Mailing Address: SO L 11'%x C_��•� �`� fk--- City State Zip Contact Person: Day Telephone:C r' —(Qq `.- — 07.2_71., E -Mail Address: Fax Number: Qe,r3 '(o 9 2. " O2-1.3 ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: = .l�sct4 L) k. a. 4N0 Mailing Address: 3LCQ 0 Val O') R10 COL'3t)C O' :i• 4 '322.0 City Contact Person: i-- t C &_. Day Telephone: E -Mail Address: H.\Applications \Forms-Applications On Line \2010 Apphcauons \7 -2010 - Permit Application doc Rerised' 7.2010 bh State Zip qt ....4-3-(Oct! Fax Number: V3 'Coq 2-0•223 Pagc 1 of 6 • BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ son Existing Building Valuation: $ Scope of Work (please provide detailed information): ea,� IJ Will there be new rack storage? Yes ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISI Single family building footpri (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, prove..- the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shox that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standar Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATER! S: ❑ Sprinklers ❑ Automatic Fire Ala ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardo materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a sepa • to 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 cs•'ies of a current septic design approved by King County Health Department. H :\Applications \Fors- Applications On Lme \21/111 Applications \7 -20111 - Permit Application doc Revised' 7- 211111 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15' Floor 2ma Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISI Single family building footpri (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, prove..- the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shox that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standar Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATER! S: ❑ Sprinklers ❑ Automatic Fire Ala ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardo materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a sepa • to 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 cs•'ies of a current septic design approved by King County Health Department. H :\Applications \Fors- Applications On Lme \21/111 Applications \7 -20111 - Permit Application doc Revised' 7- 211111 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should he 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: A Mailing Address: .....0(4"1 (JO (Site •� H \Apphcanons \Forms - Applications On Line \2010 Apphcauons \7 -21)10 - Permit Application doc Resised: 7.2010 bh Date: t 1 Day Telephone: SO© �� ��� 1 - sa City State Zip Contact / Applicant Kent Fahey 800- 556 -8641 Fax 281- 579 -2227 rtlpermits@yahoo.com Page 6 of 6 40 e 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 Parcel No.: 9202470010 Permit Number: D11-138 Address: 974 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 05/19/2011 Applicant: CCS Issue Date: Receipt No.: R11 -01254 Payment Amount: $245.10 Initials: WER Payment Date: 06/20/2011 09:22 AM User ID: 1655 Balance: $0.00 Payee: L & L RETAIL CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 40479 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: 06 -20 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.e,ov RECEIPT Parcel No.: 9202470010 Permit Number: D11 -138 Address: 974 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/19/2011 Applicant: CCS Issue Date: Receipt No.: R11 -01009 Payment Amount: $156.39 Initials: WER Payment Date: 05/19/2011 10:21 AM User ID: 1655 Balance: $245.10 Payee: RETAIL PERMIT SERVICES INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1413 156.39 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 156.39 Total: $156.39 doc: Receiot -06 Printed: 05 -19 -2011 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1,6 / - e PERMIT NO si (206)431 -3670 4 Project: P007:Z 067/1 f / Type of Inspection: /i NAL Address: 571 `I sekr„,v,w7i<4 ,,,f,11/ Date Called: Special Instructions: _ Date Wanted: 8 -3 - // 4D Requester: Phone No: gO8--375 -//9% ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7`)'erril (-2/1.,‘1_0,40/...--,.A,„,/ • Inspe /A5 7w Date:l,- $611.00 REINSPECTION FE REQUIRF. Prior to inspecti "n, fee must be pfd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: \- 001- LOC I[G1? Type of Inspection: F1,Rre% „til Address: Date Called: Special Instructions: Date Wanted: S _ I _ 1 1 Cr____, p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: — tO s3gctor: L�K,•, 1 1. ,cam Date: !/ % X$58.00 REINSPECTIO11 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .ry .7, ca C. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Sprinklers: (r't/ Tye of Inspe(ctior _ Address: - :: Suite #: 11 4 ;,1_ , i r3 ,• Contact Person: '::1.;� : -, , . t;i-_`4.� Special Instructions: Permits: Phone No.: v----vi 45:q. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: (r't/ ' ' Hood & Duct: \ } Monitor: (.1,-,..,-, '.+� ,-., Pre -Fire: �i i Permits: Occupancy Type: v----vi 'Needs Shift Inspection: `-,-° Sprinklers: (r't/ ;r,,; s r Fire Alarm: nAr.:,,.,Q,,I . Hood & Duct: \ } Monitor: (.1,-,..,-, '.+� ,-., Pre -Fire: �i i Permits: Occupancy Type: v----vi Inspector: e ;r,,; s r Date: ca -..i \ } Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form. Doc 6/11/10 T.F.D. Form F.P. 113 LIMES 08-13 t 1 SHELVING CALCULATIONS I REVIEWED FOR CODE COMPLIANCE APPROVED JIiJ 0 1 2011 PREPARED FOR: CCS STORE #47267 SOUTHCENTER MALL City of Tukwila 2800 SOUTHCENTER MALL BUILDIN( nniICIf1N SPACE #300 SEATTLE, WA 98188 PREPARED BY: JOSEPH LEWIS, P.E. 3260 HENDERSON RD., SUITE 10 COLUMBUS, OHIO 43220 (614) 326 -2806 (PH) TOTAL No. SHEETS (NOT INCLUDING THIS SHEET): 4 DATE: 5/6/2011 D1.1- X38 Rrt COpp RECEIVED MAY 19 2011 PERMIT CENTER 1 Joseph Lewis, P.E. CONSULTING STRUCTURAL ENGINEER 3260 W. HENDERSON RD. SUITE 10 COLUMBUS, OH 43220 Ph: 614-326-2806 Fx: 614-326-2805 Design Code: Washington State Building Code Referenced Standards ESR -1917 — Hilti Kwik Bolt TZ Expansion Anchor ESR -2196 — Hilti Kwik Pro self drilling screws Fixed Stock Shelving & Hang Rod Units Design Loads Unit Weights (max case): Unit = 12' -0" H x 4' -0" L x 1' -0" W = 150 Ib 8 Shelves w/ 40 lbs. Capacity Each Seismic: (per ASCE 7 -05 section 15.5.3) Ss = 1.597 Si = .556 Site Class = D (assumed) Fa =1.0 F „ =1.3 Sips = (2 /3)FaSs = 1.06 Sot = (2/3)F„S1 = .48 Occupancy Category = II Seismic Design Category = D I = 1.0, hn = 12' -0 ", C, = .02, x = .75, T = TQ =C,17: = .129, R = 4 Cs = (R =.265 Csmin =.01 O.K. V =CsW =.265W Seismic Overturning Consider two cases: Wgt of unit plus all levels loaded to 67% capacity. Wgt of unit plus top shelf only loaded to 100% capacity. Case 1 = Case 2 = Structural Calculations CCS Southcenter Mall SEATTLE, WA Case 1: D = W = (150 Ib) +(8)(40 Ib)(.67) = 364 Ib E = .265 W = (.265)(364 Ib) = 96 Ib Lateral load is distributed to each level of the shelf and moments are summed about base. Critical load combination = .9D + E/1.4. Ry1 = -247 Ib (negative, there is overturning), Rye = +575 Ib RX = 69 Ib 1 Joseph Lewis, P.E. CONSULTING STRUCTURAL ENGINEER 3260 W. HENDERSON RD. SUITE 10 COLUMBUS, OH 43220 Ph: 614-326-2806 Fx: 614-326-2805 Fixed Stock Shelving & Hang Rod Units (cont'd) Structural Calculations CCS Southcenter Mall SEATTLE, WA Seismic Overturning ( cont'd) Case 2: D = W = (150 Ib) +(1)(40 Ib) = 190 Ib E = .265 W = (.265)(190 Ib) = 50 Ib Lateral load is distributed to each level of the shelf and moments are summed about base. Critical Toad combination = .9D + E/1.4. Ry, = -128 Ib (negative, there is overturning), Rye = +300 Ib RX =36Ib Max leg uplift = 247 Ib Max leg downward Toad = 575 Ib Max lateral shear = 69 Ib Vertical Toads resisted by 2 leg connections per rack Upward load = (1/2)(247 Ib) = 124 Ib per leg Downward load = (1/2)(575 Ib) = 288 Ib per leg Shear resisted by 4 leg connections per rack = (1/4)(69 lb) = 17 Ib per leg Anchorage To Floor Base Plate /Clip — 1-3/4"x1-3/4x1/8" thick bent plate, 4 1/4" wide PuPUf = 124 Ib (per leg), B = plate width = 4.25 ", b = moment arm = .75 ", Fy = 36 ksi 6Pb 75 Fy)(B) — '07 ,, O.K. tfeq = PdOWf = 288 Ib (per leg), Ap,ate = 7.44 in2, fp = P/A = .039 ksi, N = 1.75 ", br = 3 ", d = 1.5" n =1 /2(B —.8br) =.925 in. n'=1/4J= .53 in. (n = max of n and n') treq = 2n� fF -- =.06" O.K. y z .8bf 2 a \ n Joseph Lewis, P.E. CONSULTING STRUCTURAL ENGINEER 3260 W. HENDERSON RD. SUITE 10 COLUMBUS, OH 43220 Ph: 614- 326 -2806 Fx: 614- 326 -2805 Fixed Stock Shelving & Hang Rod Units ( cont'd) Anchorage To Floor (cont'd) Structural Calculations CCS Southcenter Mall SEATTLE, WA Plate Connection To Post — (2) 1/4"0 TEK Screws Pup = 124 Ib (per leg) /2 screws = 62 Ib /screw Pdown = 288 Ib (per leg) /2 screws = 144 Ib /screw Plat = 17 Ib (per leg) /2 screws = 9 Ib /screw Vtot = iPmax (up,down) + Plat = 288 Ib /screw % "r Self- Drilling Screw: Vauow (in 14 ga)= 497 Ib OK (ESR -2196) Concrete Anchors — (2) 3/8 "o Hilti Kwik Bolt TZ Assume normal- weight concrete: f'c = 2500 psi Anchor Embedment = 2" Plat =V= 171b, Pup =T= 1241b Per ACI Appendix D, need to evaluate using factored Toads. Plat = V = (1.6)(17 Ib) = 27 Ibs, Pup = T = (1.6)(124 Ib) = 198 Ibs multiply design Toads by 2.5. Rat = V =68lb, Pup =T =495 Ib Allowable T = 1006 #, Allowable Shear = 999# s/3 s/3 (495/1006) + (68/999) = 0.32 O.K. Check Concrete Slab Puncture Pdown = 288 Ib Vu = (1.6) 288 Ib = 461 Ib Slab t = 4 ", f'c = 2500 psi (min.) Base Plate Dimensions: B1= 4.25 ", B2 = 1.75" Concrete shear area = 2(B1 + B2 )t = 64 in2 OV,, = (.85)2\if', A, = 5440 Ib O.K. 3 Joseph Lewis, P.E. CONSULTING STRUCTURAL ENGINEER 3260 W. HENDERSON RD. SUITE 10 COLUMBUS, OH 43220 Ph: 614- 326 -2806 Fx: 614- 326 -2805 Mobile Shelving Units Unit Anchorage To Mobile Carriage Assembly (2) 1/4"� TEK Screws VdoWn = 288 Ib (per leg) /2 screws = 144 Ib /screw Vshear = 17 Ib (per leg) /2 screws = 9 Ib /screw Vtot — Vuplift 2 + Vs2 hear = 144 Ib /screw % "0 Tek Screw: Nohow (in 14 ga)= 463 Ib OK (ESR -2196) Structural Calculations CCS Southcenter Mall .SEATTLE, WA Track Anchorage To Floor - 3 /8 "o Hilti Kwik Bolt TZ @ 24" o.c. Unit Uplift Load = 247 Ib, Unit Shear Load = 69 Ib Assume normal- weight concrete: f c = 2500 psi Embedment = 2" Loads resisted by (3) tracks with anchors spaced @ 24" o.c., units 12" wide Vanchor = (69 Ib)(24 ")/(3 *12 ") = 46 Ib Tanchor = (247 Ib)(24 ")/(3 *12 ") = 165 Ib Per ACI Appendix D, need to evaluate using factored loads. Vanchor = (1.6)(46 Ib) = 74 Ibs, Tanchor = (1.6)(165 Ib) = 264 Ibs multiply design Toads by 2.5. Vanchor = (2.5)(74 Ib) = 185 Ibs, Tanchor = (2.5)(264 Ib) = 660 Ibs S/3 S/3 (660/1006) + (185/999) = 0.56 O.K. 4 oPE T \ cM j {y • Y 4 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -138 DATE: 05 -19 -11 PROJECT NAME: CCS SITE ADDRESS: 974 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: NO L._ AWL Building Division Public Works ;Pk (g:LX re Prevention Structural Planning Division n ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05-24-11 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 n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 06-21-11 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip doc 2-28-02 -Nti6 vtimwfp P ow rg3�lt� Contractors or Tradespeople P uter 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company L a L RETAIL CONSTRUCTION 4053602775 5601 Hunter Drive Norman OK 73069 Out Of State Limited Liability Company LLC UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602372596 Active LLRETCL954QQ Construction Contractor 11/18/2005 11/30/2011 General Unused Business Owner Information Name Role Effective Date Expiration Date LISCHKA, STEPHEN C Partner /Member 11/18/2005 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 TRAVELERS CAS & SURETY CO 104644232 11/10/2005 Until Cancelled $12,000.00 11/18/2005 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 5 LIBERTY SURPLUS INS CORP DGLSF0803121 07/11/2010 07/11/2011 $1,000,000.00 07/20/2010 4 CENTRAL MUTUAL CLP8454110 07/11/2008 07/11/2010 $1,000,000.00 07 /10/2009 3 CENTRAL MUTUAL INS CO CLP8454110 07/11/2007 07/11/2008 $1,000,000.00 07 /10/2007 2 PEERLESS INS CBP8163861 07/11/2006 07/11/2007 $1,000,000.00 07 /07/2006 1 AMERICA FIRST INS CO CCP9741366 07/11/2005 07/11/2006 $1,000,000.00 11/18/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 06/20/2011 I ! FOOT LOCKER INC. NEW MOBILE SHELVING ON ANTI -TIP TRACKS - 11/S1.0 ALL RACKS SHALL BE INSTALLED PLUMB. THE MAXIMUM TOLERANCE FROM THE VERTICAL IS 0.5 INCHES IN 10 FEET OF RACK HEIGHT. a w v x a � ° I iv '= z � c� z w v=i ..:0 o z ° a ° Z = U a a m o Z 0 a. o 1- COMPOSITE WOOD SHELF W/ METAL EDGE @DIAG. BRACE ATTACHMENT LOCATION SECURE WALL SHELVING TO CONT. HORIZ. FURRING @ PERIMETER WALL. COMPOSITE WOOD SHELF W/ METAL z EDGE CONNECTED S° TO UPRIGHT, ADJUSTLE SHELF = HEIGHT (TYP.) a w X c � _ 3 4 X 16 GA. / 1 DIAGONAL BRACE @ N EACH VERT. SECTION '- ON REAR FACE ONLY. ATTACH W/ 1/4" DIA. BOLT EA. END �_ METAL SHELVING UNIT T UPRIGHT " " SEE 6/S1.0 o �_ �' a E- F-- la ,j, ° m ° �a o gZ = o I o z ° z � -i = cn - o I N �.r, o COMPOSITE WOOD SHELF W/ METAL EDGE CONNECTED TO UPRIGHT, ADJUSTABLE SHELF HEIGHT (TYP,) SECURE WALL SHELVING TO CONT. HORIZ. FURRING {� PERIMETER WALL z COMPOSITE WOOD SHELF J W/ METAL EDGE @DIAG. � BRACE ATTACHMENT tx LOCATION (TYP.) a w 7' v z � o ° ° z a � o , `r o z o = v a � a w �-' a m o 1.,_ n- ,� ' COMPOSITE WOOD SHELF W/ METAL EDGE @DIAG. BRACE ATTACHMENT LOCATION COMPOSITE WOOD SHELF Wj METAL EDGE CONNECTED TO UPRIGHT, ADJUSTABLE SHELF HEIGHT (TYP.) SECURE WALL ° SHELVING TO CONT. a HORIZ. FURRING @ ::E:E:6:: v DIAGONAL BRACE CO o I EACH VERT. SECTION iv ON REAR FACE ONLY. '- ATTACH W 1 4 " WE/ A. DIA. BOLT EA. END _ METAL SHELVING UNIT "T" UPRIGHT SEE 6/S1,0 OPP HAND 5 � 3/4" X 16 GA. DIAGONAL BRACE @ EACH VERT, SECTION ON REAR FACE ONLY '� ATTACH W/ 1 f 4 DIA. BOLT EA, END (TYP.) COMPOSITE WOOD SHELF W/ METAL EDGE @DIAG. BRACE ATTACHMENT LOCATION (TYP.) SECURE WALL SHELVING TO CONT. HORIZ. FURRING C� PERIMETER WALL. UPRIGHT ADJUSTABLE SHELF HEIGHT (TYP.) �_ METAL SHELVING UNIT T UPRIGHT " " SEE 6/S1.0 4' '�' 0' •' X 1r'' 3' X 10' ems' MB •'X10' ��-- THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 BETWEEN 18" THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. !STORE PLANNING DEPT 1 112 WEST 34TH STREET ■ I NEW YORK, NY 10120 - _ _. S1.0 /.` "\ ���' ria 0' MB •X10 4X10 MB 4X10 MB � A id z ° o � a m a o (-5 vl \' N: + 4 '= = o .. i �, °� ARCHITECT: T www.tricarico.com (973) 692 -0222 F Ft (973) 692 -0223 Ixi�'! = /\ �� ��, o -' _ _ v a � ~ a W U > a m ; x _ I + -\ ° z - J w = N o o N „ SEE 12/S1.0 FOR WALL ANCHORAGE YPICAL AT PERETER WALLS) SEE ' ? I SEE 7 /S1,0 FOR! ,FLOOR ANCHORAGE OF ALL STOCKROOM SHELVING RELOCATED SHELVING , SEE 2/S1.0 (TYP.) UNITS (TYPICAL) 1 �l0' MB •'X10' 0 ■I_ a � ° 3/4 X 16 GA. I DIAGONAL BRACE © iv EACH VERT. SECTION '- ON REAR FACE ONLY. ATTACH W/ 1 /4" DIA. BOLT EA, END (TYP.) �_ METAL SHELVING UNIT T UPRIGHT " " SEE 6/S1,0 • 4' X 10' • 4' X 10' , a X �n 3' X 10 3' X 10' _ A411 \ )( ARCHITECT LICENSE # 4306 ©201'1 NICHOLAS J. TRICARICO N � \ C X i ENGINEER: JOSEPH LEWIS, P.E. i 3260 W. HENDERSON RD. SUITE 10 COLUMBUS, OH 43220 I Phone (614) 326 -2806 Fax (614) 326 -2805 I I 4' X 1' X q�- - =a _ X _ ,� O "' z ° _ _ 4' -O" 3' -O" OR 2' -O" 4' -O" 7 3' -0" OR 2' -O" (7 TYP. 7 X -' S1 0 \ S1,0 NOTES: 1. REF. ARCH, FIXTURE PLAN FOR SHELVING 1 S1 0 PLAN LAYOUT, S1.0 2. WHEN SHELVING UNIT IS INSTALLED AGAINST WALL, ANCHOR UNIT TO FLOOR Sc ATTACH TO WALL @ TOP AND EVERY 4' -0" O.C. A.F.F. REVIEWED FOR C,ae. - - i f Fi A"ROVED 0 1 2011 DIL billy' City of u f .,:.:A L SEP I LE/A / � 4' �` a ® '` 'a *` .10NATL.e. :� :iii: STOCKROOM SHELVING PLAN SCALE: 1/4" = 1' -0" 0 STOCK SHELF ELEVATIONS SCALE: 1/2" = 1' -0" 1 EXPIRES 08 -13 -, 1 1 3/2" \° 1 7,,Z a,, 1/4 WASHERS REVISIONS I �''" NO. DESCRIPTION DATE A O NOTE: end shelving Install masonite panels on end units. /4 NUT MASONITE q t 1/4" DIA. BOLT 0 TYP. L H � - L + SHELVING UNIT 0 FIRST ISSUE 04/01/11; { � I s Q TYP, EACH CORNER U "T" UPRIGHT g DOUBLE RIVET O ��-'' '�`� 0 40 I�! ' SCREW (TYP.) 96) - .. f DATE: 4/01 /11 1 +� . O TYP. EACH LEVEL 0 TYP. O TYP. / w a. '` ° ° ° ° r °,., " Q t 0 1i p n g INTERMEDIATE SHELF BEAM ATTACH W/ 1/4"0 BOLTS EACH END :::: g g °" :: ...... 4. ° ° PSI SCALE AS NOTED g ,.::; 3000 CONCRETE - 4" MINIMUM THICKNESS a °: (2) 3/8" DIA. X 2" EMBED. HILTI KWIK BOLT GROSS AREA: SQ. FT. 2 382 t = 14 GA - GA • a „. .. `'...:a- SALES AREA: 1,633 SQ. FT. 110 \� t = 14 GA r- PROJECT # 110201 T -SHAPE 3 1/2" TZ EXPANSION ANCHOR (ICC# ESR -1917, (SPECIAL 1 ,I POST INSPECTION REQUIRED) DRAWN BY: CR �`' ��—� ��— DOUBLE RIVET i i E J 3I i I I i TYP. 2 1/2„ 1/2" 1j2" SHELVING IS 12' HIGH MAX. W/ SHELF MATERIAL W/ 8 SHELVES / 7 OPENINGS (PARTICLE BOARD) PARTICLE BOARD SHELVES. TYPE 1 - DOUBLE RIVET TYPE 2 - DOUBLE RIVET D',' 5 �� ' LOW PROFILE 0 STOCKROOM SHELVING SCALE: NONE �4 SHELF BEAM DETAILS SCALE: 1' -0" =1' -0" 0 STRAP A 1 1"ACHMENT SCALE: 3" =1' -0" �6 POST DETAILS SCALE: NONE 0 BASE ANCHORAGE DETAIL SCALE: NONE 3/8" DIA. X 2" EMBED. HILTI KWIK BO ! (ICC# ESR -1917, (SPECIAL INSF ATTACH UNITS BRACKETS TO FIXTURE W/ 2 EA. 5/16 "0 BOLTS • _ E Permit No. ► r Plan revs app 1S $ !� - �, t� $Kars �d +' ��,� ins. I" Approval of con cton documents does not authorize friC violation of any adopts or ordinance. Receipt .. off Reid y isacknowledged: : , . ♦►. IL p 1 ski LV 0 N G \NES SEPAR1 iE PERMIT REQUIRED FOR I Mecttan °r ! Electrical t . / Plumbing � Gas Piping City of Tukwila 1 =)_: '`ice i .1 DIVISION REVISIONS 1. LIGHT DUTY STORAGE UNITS DESIGNED PER THE WASHINGTON STATE BUILDING CODE. 2. STORAGE CAPACITY: 40# PER LEVEL # 3. POST LOAD SIGN AT CONSPICUOUS LOCATIONS DEPICTING THE DESIGN CAPACITY OF THE RACK USING PERMANENT PLAQUE NOT LESS THE 50 SQ. INCHES 4. MATERIALS: A. UNIT MEMBERS: ASTM A570, Fy = 36 KSI MIN. B. BOLTS: ASTM A307 C. WELD ELECTRODES: SERIES E70 D. ANCHORS: APPROVED EIQMIPASON TITEN HD CONCRETE ANCHOR (ESR -2713, COLA #RR25560) OR 5. EARTHQUAKE DESIGN DATA: A. SEISMIC IMPORTANCE FACTOR I = 1.0 B. Ss = 1.184, S+ =.414 C. SITE CLASS = D ASSUMED D. Sos = ,868, So+ _ ,442 E. SEISMIC DESIGN CATEGORY = D 6. CONCRETE SLAB MIN. 4" THICK NORMAL- WEIGHT WITH A 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI 7, MOVEABLE SHELVING UNITS: PROVIDE MANUFACTURES STANDARD ANTI -TIP TRACK ON No t;'1alges shall be made to the scope of work without prior approval of Tukwila Building Division. . NOTE Revisions will require a new plan submittal and may include additional plan review fees. j : UD , 11 ' PROJECT TITLE SOUTHCENTER MALL 2800 SOUTHCENTER MALL SEATTLE, WA, 98188 SPACE #300 STORE NO. 4 7 2 67 City Of Tificwila BUILDING CONT. 2x6 BLOCKING © PERIMETER WALLS. LOCATE AT +/- 4', 8' AND 12' ELEVATION, (NOTE: BLOCKING MAY BE SURFACE g - MOUNTED TO WALL AS REQUIRED) PERIMETER WALL STUDS ATTACH W/ 3/8" 0 X 3" J —BOLT tri / TYP. `� ��.���.��.. �` / @ 16" O.C. ATTACH EACH POST WITH (2) #10 x 2" WOOD ^^ SCREWS INTO BLOCKING RECEIVED �t MOVEABLE STOCK SHELVING UNITS. REFER TO MANUFACTURER'S INSTALLATION GUIDE. SEE ARCHITECTURAL PLANS FOR LOCATIONS AND SIZES OF MOVABLE STOCK SHELVING UNITS. 8. SPECIAL INSPECTION IS RE UIRED FOR ALL POST INSTALLED ANCHORS INTO CONCRETE FLOOR SLAB. ,) 1�, r_ �I _ �� �" `913 �' , 1/8 ,. • 2" C I' !de �#41.-01y- 1 �`I'1, , SHEET TITLE j SHELVING P LAN SHEET NO. S 1 • 0 ONE REQ'D. W/ 1/4 "0 X 1 1/2" MIN. EMBED. PER EVERY 24" OF GUIDE RAIL ON MOVABLE CARRIAGE ' '�� / H151. �POST - 0 G 4111,,, � 3p ¢ (Ty j. �'' 11 GA. TUBING Ilya (TYP.) '' , 2 "0 X 9 GA. TUBE `, I �l ��48,, ' SHELVING l�lti� f�' "1 IT CI'�T�c ANTI -TIP ROD 1 -1/8"0 X 11 GA. bairn. 138 _3_) GUIDE RAIL SCALE: NONE 9 MOVEABLE CARRIAGE SCALE: NONE ANTI —TIP ASSEMBLY SCALE: NONE 11110 ANTI —TIP ASSEMBLY SCALE: NONE 0 PERIMETER WALL ATTACHMENTS 3" = 1' -0" CCS PROTO RELEASE 2.0- 11/2010