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HomeMy WebLinkAboutPermit D08-155 - WESTFIELD SOUTHCENTER MALL - BANANA REPUBLIC - STORAGE RACKSANANA PUBLIC 806 SOUTHCENTER MALL Parcel No.: 6364200010 Address: 806 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: BANANA REPUBLIC Address: 806 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: ANTONIO DEROSA Address: 13648 BURBANK BL , VAN NUYS CA 91410 Phone: 818 786 -8960 DESCRIPTION OF WORK: STORAGE RACKS doc: IBC -10/06 Citylif 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 Contractor: Name: SWINERTON BLDERS NORTHWEST INC Address: 3030 SW MOODY AV, STE 250 , PORTLAND, WA 97201 -4897 Phone: 425 283 -5278 Contractor License No: SWINEBN970J5 Value of Construction: $0.00 Fees Collected: $180.23 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 -155 Issue Date: 05/22/2008 Permit Expires On: 11/18/2008 Expiration Date: 07/19/2009 D08 -155 Printed: 05-22 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City cillTuk ila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: tiu,‘11 Permit Number: D08 -155 Issue Date: 05/22/2008 Permit Expires On: 11/18/2008 Date: g) 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 rm of work. I am authorized to sign and obtain this development perm &t. Signatur Date: doc: IBC - 10/06 Print Name: 06 7=4 - 1An C../A-77 - 013 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 - 155 Printed: 05-22 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: BANANA REPUBLIC 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: ** *FIRE 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 806 SOUTHCENTER MALL TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 5: Manufacturers installation instructions shall be available on the job site at the time of inspection. D08 -155 ISSUED 03/26/2008 05/22/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 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. 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 11: Install mechanical stops between rolling shelving units so that when units are rolled together, a 6 inch flue space is maintained to prevent sprinkler obstructions greater than 4 ft. wide. 12: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 13: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 14: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of doc: Cond -10/06 D08 -155 Printed: 05-22 -2008 such condition or violation. • 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 15: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D08 -155 Printed: 05-22 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. doc: Cond -10/06 Date: ordinances governing or local laws regulating D08 -155 Printed: 05-22 -2008 Site Address: Tenant Name: Company Name: Mailing Address: E -Mail Address: E -Mail Address: CITY OF TUKWILP' Community Developmenr Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us $O (� Contact Person: E -Mail Address: Contractor Registration Number: Company Name: G / 'Z M s c._ Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION S o K a -e-"tT t' /14 A Lt.. Suite Number: 1 13 S Floor: New Tenant: 2 .... Yes j ..No Property Owners Name: J`GtT p F L. Mailing Address: CONTACT PERSON - en your permit is ready to be issued l. Name: PcN7oNrra i) ¢ . 4 os 4 ( Para (%m IT ?L, c. Mailing Address: 13 4. qs 3aaPRNrC 3010 . ‘1aN Al my5 (A- 91410 City State Zip E -Mail Address: chAel' C>so.. @ ps. rmrk p ipte . c. orrl GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: ARCHITECT OF RECORD - All plans :mu, be wet stamped by m G c eh, L L esit cp.K ,rsa K EPA- Y Contact Person: 64 I ei•.to, r;• t_ '1r L. t ,JWw• WC ( t1 t.gn' A Ai 41..1 4 C_ Mailing Address: ( ( 0 1 ptiTC..4ntTsc - s.r• Contact Person: SA L.. F'-- -r Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh King Co Assessor's Tax No.: (, 3 O c9 i o Building Per No. Mechanical Permit No. Plumbing /Gas Permit N Public Works ,Perm No. Project No. (For o use only) T Co A City Day Telephone: State 8(8 • 7i36•ItaO Fax Number: 8142, 4 8 S Expiration Date: S 7a.G rrov- 7t o s/1M F Ci1sG0 City State Day Telephone: 1 • 4i S' • 2..$ g -g/5- 0 Fax Number: ENGINEER OF RECORD -- All pla ns must be wet stamped by Engineer of Rect.., 14AN 0 Lt /') b— i tvl onuPT- City Day Telephone: Fax Number: State r Zip Zip State Zip 1•go7•`86 CA- cty)0,2 Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206- 431 -3670 e Valuation of Project (contractor's bid price): $ Z'to a — Existing Building Valuation: $ Scope of Work (please provide detailed information): 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 Belo I Floor 2 "° Floor loot Floors thru Basement Accessory Structu Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing Interior Remodel Addition to Existing Structure, Type of Construction per IBC Type of Occupancy per IBC 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: Will there be a change in use? ❑ Yes Q:\Applications\Fonns- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: �,Atc1C�' Handicap: ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will the e 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 S ety 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 PERMIT APPLICATIONNO Applicable to all .permits in this a'cation • 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 AU ' ' • I Qe3' T: Date Application Accepted: 014 Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application,doe Revised: 9 -2006 bh City Signature: — // Date: 3 .6(oge Print Name: ` u L <�jG� -•-� Day Telephone: Z Da Tele hone: � - raz Mailing Address: State Date Application Expires: 01 1 Staff Initials: Zip Page 6 of 6 Fixture Type: Qty Fixture Type: yp ' 9: ty Fixture Type: Qty Fixture Type: ' Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain inks Dental unit, cuspidor Shower, single i, ad trap ► inals Dishwasher, domestic, with independent drain Lavatory W. -r Closet Building sewer or trailer park sewer Rain wa system — per drain • side building) Water ' .ter and /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Re, . r or alteration of water .' •ing and /or water treating - quipment Repair or a ation of drainage or ent piping Medical gas piping system serving one to five inlets /outlets for specific gas L PLUMBING AND GAS PIPINERMIT INFORMATION - 206 - 43570 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbin work (contractor's bid price): $ Valuation of Gas Pipin: ork (contractor's bid price): $ Scope of Work (please pro ; ' . e detailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and /or gas piping Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: City State Zip Day Telephone: Fax Number: Expiration Date: ets bein: stalled and the quantity below: Page 5 of 6 Receipt No.: R08 -00908 Initials: User ID: Payee: ACCOUNT ITEM LIST: Description rinr.: RA int -nR JEM 1165 PERMIT PLACE, INC. BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 6364200010 Permit Number: D08 -155 Address: 806 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/26/2008 Applicant: BANANA REPUBLIC Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4082 180.23 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $180.23 Payment Date: 03/26/2008 10:32 AM Balance: $0.00 106.50 69.23 4.50 Total: $180.23 0432 03/26 '711 TOTAL 1B0.23 PrintRri. nR- 2R -2nnR Project: D 64 4114 APJ/ c Type of Inspection: 42..... fc,' . Address: I Date Called: Special Instructions: Date Wanted: CT-tit, 7/ OA, g ls.m.` Requester: Phone No 211679'3 INSPECTION RECORD Retain a copy with permit 0W - /5 5" ! I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION is 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. M Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Date: 7/ .6? ri $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: .07....e hr t ihl' ftrt . Project: / ,, yl?lA' KlovM -e- Type of Inspection: rat" l h, N.. Add ess: / gG tt' ei Date Called: Special Instructions: Date Wanted: 7 - it . Ca rr P.m. Requester: Phone No: 24 7/3 3217 t INSPECTION NO. J Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit pag- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Corrections required prior to approval. COMMENTS: 4 / /,i, /?Fck' Yf ,l Ti, skll i, Ys t all laf-Acr otc Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: l IN-W Re_ plASO) 1 Ce Type of Inspection: fit Address: etex s .c _ . (1 v itt L Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: - 3 INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Vb PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188/ • . 206-5754 proved per applicable codes. H Corrections required prior to approval. COMMENTS: 445 04/4, 1 Inspector:fi 3 Date: - Thica Hrs.: • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. ‘.***.s • Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 veMl.• : STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS PUSHBACK RACKS RACK BUILDINGS STEEL SHELVING MOVABLE SHELVING STORAGE RACKS MODULAR OFFICES GONDOLAS BOOKSTACKS FLOW RACKS FOOTINGS SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES 806 SOUTHCENTER MALL TUKWILA, WA 98188 JOB # 08 -0300 161 ATLANTIC STREET * POMONA * CA 91768 ALASKA ARIZONA CALIFORNIA COLORADO CONNECTICUT FLORIDA GEORGIA IDAHO ILLINOIS INDIANA KANSAS FILE Prmit No. KENTUCKY MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSOURI MONTANA NEBRASKA NEVADA NEW JERSEY NEW MEXICO SEISMIC ANALYSIS OF STATIONARY /MOVABLE SHELVING FOR BANANA REPUBLIC STORE #8997 NORTH CAROLINA OHIO OKLAHOMA OREGON PENNSYLVANIA TENNESSEE TEXAS UTAH VIRGINIA WASHINGTON WISCONSIN RECEIVED CITY OF TUKWILA MAR 2 6 2008 PERMIT CENTER TEL: (909) 869 -0989 * FAX: (909) 869 - 0981 , .1 13D [ CC MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 SCOPE: THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE FIXTURES IS IN COMPLIANCE WITH REGULATIONS SET BY SECTION 1613 OF THE 2006 IBC WHERE LATERAL FORCES ARE DETERMINED IN ACCORDANCE WITH SECTION 13.3 OF THE ASCE 7 -05. PARAMETERS: STORAGE FIXTURES WILL BE ANALYZED UTILIZING THE FOLLOWING FORMULA: LATERAL FORCE: Fp = [ OA * ap *SDS *Ip /(Rp *1.4) ] * Wp EXCEPT WHERE: INC. Fp shall not be taken as less than 0.3 *SDS *Ip*Wp /1.4 and Fp is not required to be taken as greater than 1.6 *SDS *Ip *Wp /1.4 WHERE Sos = 2 /3 *S AND S = F & S SPECIFICATIONS: - MAIN STEEL Fy = 36000 PSI MIN. YIELD STEEL - BOLTS A307 (UNLESS NOTED) - ANCHORS - SOIL 1000 PSF STATIONARY UNITS 3/8"0 x 2" MIN. EMBED. APPROVED ANCHORS PER BASE PLATE - SLAB 4 IN (minimum required) x 3000 PSI (minimum required) CONFIGURATIONS: - TYPE 96 "H x 48 "W x 15 "D < == CRITICAL CONFIGURATION - TYPE 96 "H x 48 "W x 30 "D - TYPE 96 "H x 48 "W x 30 "D (MOVABLE) PROJECT BANANA REPUBLIC #8997 FOR LEGGETT & PLATT DANNDEE SHEET NO. 2 CALCULATED BY TC DATE 2/26/2008 MOBILE UNITS USE (1) 3/8"0 x 2" MIN. EMBED. APPROVED ANCHORS © 18" O/C ON GUIDE RAIL NOTE: STABILITY OF THE LIGHT DUTY STORAGE FIXTURE UNITS IS TOTALLY DEPENDENT ON ITS MOMENT RESISTING FRAME ACTION PROVIDED BY THE DOUBLE RIVET BEAMS. ALL FIXED UNITS ARE ANCHORED TO FLOOR SLAB. THERE IS NO DIFFERENCE BETWEEN THE FIXED UNITS AND THE MOVABLE UNITS OTHER THAN THE OVERTURNING ANALYSIS. ANALYSIS WILL BE DONE ON THE MOST CRITICAL CONFIGURATION. • SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY TC DATE 2/26/2008 BANANA REPUBLIC #8997 LEGGETT & PLATT DANNDEE 3 CONFIGURATIONS: MOVABLE LIGHT DUTY STORAGE FIXTURE LEGEND 1 POST 2 FOOT PLATE 3 ANCHOR 5 RIVET BEAM 7 GUIDE RAIL 8 MOVABLE CARRIAGE ASSEMBLY 11/16" FLAKEBOAR FOR MOVABLE UNITS - +- 1 1 11 I 1 ONLY 1 1 1 1 STATIC UNITS ARE ANCHORED 1 TO THE GROUND 11 INC. PROJECT BANANA REPUBLIC #8997 FOR LEGGETT & PLATT DANNDEE SHEET NO. 4 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/26/2008 161 ATLANTIC AVENUE • POMONA, CA 91768 LOADS & DISTRIBUTION: TYPE 96 "H x 48 "W x 15 "D ANALYSIS BASED ON SECTION 1613 OF THE 2006 IBC AND SECTION 13.3 OF THE ASCE 7 -05: WHERE Fp = [ 0.4 * ap * SDS *Ip /(Rp *1.4) ] * Wp AND z = 0 FOR GROUND FLOOR INSTALLATION. SITE CLASS = D Sms = 1.429 WHERE Sms = Fa *Ss AND Ss = 1.429 & Fa = 1 Ip = 1.00 Rp = 2.5 ap = 1 WORKING STRESS REDUCTION = 1.4 Fp = [ 0.4 * ap * (2 /3 *Fa *Ss) *Ip /(Rp *1.4) ] * Wp = 0.109 Wp EXCEPT WHERE: Fp shall not be taken as less than 0.3 *(2 /3 *Fa *Ss) *Ip*Wp /1.4 = 0.204 Wp AND not required to be taken as greater than 1.6 *(2 /3 *Fa *Ss)*Ip *Wp /1.4 = 1.089 Wp HEIGHT= 96 IN WIDTH= 48 IN DEPTH= 15 IN # LEVELS = 8 LVL WLL= 100 LB WDL= 20 LB Fp (GOVERNS) = 0.204 Wp LONGITUDINAL DIRECTION & TRANSVERSE DIRECTION Fp = 0.3 *SDS *Ip *Wp /1.4 = [0.3 *((2/3) *1 *1.429) *1/1.4] * (100 LB + 20 LB) = 24.5 LB Vtotal = Fp *NO. OF LEVELS = 24.5 LB /LEVEL * 8 LEVELS = 196. LB LATERAL FORCE DISTRIBUTION h LEVEL LL + DL HEIGHT Fi 2.0 IN 1 120 LB 2.0 IN 13.5 IN 2 120 LB 15.5 IN 13.5 IN 3 120 LB 29.0 IN 13.5 IN 4 120 LB 42.5 IN 13.5 IN 5. 120 LB 56.0 IN 13.5 IN 6 120 LB 69.5 IN 13.5 IN 7 120 LB 83.0 IN 13.5 IN 8 120 LB 96.5 IN 96.5 IN 24.5 LB 24.5 LB 24.5 LB 24.5 LB 24.5 LB 24.5 LB 24.5 LB 24.5 LB 1= 196 LB Mot= (Fi *hi) 49.0 IN -LB 379.7 IN-LB 710.4 IN -LB 1041.1 IN -LB 1371.8 IN -LB 1702.6 IN-LB 2033.3 IN -LB 2364.0 IN-LB '9651.9 IN -LB INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BANANA REPUBLIC #8997 FOR LEGGETT & PLATT DANNDEE SHEET NO. 5 CALCULATED BY DATE 2/26/2008 LONGITUDINAL ANALYSIS: TYPE 96 "H x 48 "W x 15 "D LONGITUDINAL STABILITY IS DEPENDENT ON BEAM TO COLUMN MOMENT CAPACITY. Pcol(stat.) = E NI2 = (800 LB + 160 LB) /2 Vlong = 2•Vcol = 480 LB Vcol = (Vlong) /2 - DOUBLE RIVET BEAMS = 98.0 LB F1 = 12.2 LB F2 = 12.2 LB F3= 12.2 LB F4= 12.2 LB H1 =2.IN H2 = 13.5 IN H3 = 13.5 IN 1-14= 13.5 IN H5 = 13.5 IN H6= 13.51N H7 = 13.5 IN Mbase = 0 in-lb (ASSUME PINNED) M1- 1= VcoIxH1= (98 Ib)(2 IN) = 196 IN -LB M 2 -2 = ((Vcol -F1) x H2 )/2 = (98- 12.2)(13.5 IN /2)= 581 IN -LB M 3 -3 = ((Vcol- F1 -F2) x H3)/2 = (98- 12.2- 12.2)(13.5 IN /2)= 493 IN -LB M 4-4 = ((VcoI- F1- F2 -F3) x H4)/2 = (98- 12.2- 12.2- 12.2)(13.5/2)= 412 IN -LB CONNECTION MOMENT AT Mconn 1 -1 = (M 1 -1 + M 2 -2)/2 = 388 IN -LB Mconn 2 -2 = (M 2 -2 + M 3 -3)/2 = 537 IN -LB Mconn 3 -3 = (M 3 -3 + M 4 -4)/2 = 452 IN -LB VERIFY ADEQUACY OF COLUMN Pcol(max) = 480 LB Mcol = 581 IN -LB VERIFY ADEQUACY OF CONNECTION Mconn = 537 IN -LB Pcol = 480 LB Pco1 = 420 LB PcoI = 360 LB Pcol = 300 LB INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BANANA REPUBLIC #8997 FOR LEGGETT & PLATT DANNDEE SHEET NO. 6 CALCULATED BY TC DATE 2/26/2008 COLUMN ANALYSIS: LONGITUDINAL DIRECTION: TYPE 96 "H x 48 "W x 15 "D ANALYZED PER AISI. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Pcol, = 480 LB M = 581 IN -LB AXIAL FLEXURE KxLx/rx = 1.2'13.5 IN/0.54 IN = 30.0 KyLy /ry = 1.2'13.5 IN/0.3 IN = 54.0 < = == (KI /r)max Fe= Tr^2E/(KUr)max ^ 2 = 99.8 KSI Fy /2= 18.0 KSI SINCE, Fe > Fy /2 THEN, Fn= Fy(1- Fy /4Fe) = 36 KSI11 -36 KSI/(4'99.8 KSI)] = 32.8 KSI Pn= Aeff *Fn = 11,792 LB S2c= 1.92 11/7 P. 11/37 18 GA. PANEL W/12 1 /4'0 PUDDLE WELDS (8 PER SIDE) Pa= Pn /Oc SECTION PROPERTIES = 11792 LB/1.92 t = 0.060 IN = 6,142 LB Aeff = 0.360 INA2 P /Pa= 0.08 < 0.15 Ix = 0.110 IN ^4 Sx = 0.110 INA3 CHECK: P /Pa + Mx/Max <_ 1.00 rx = 0.540 IN ly = 0.030 IN^4 Sy = 0.100 INA3 ry = 0.300 IN Kx = 1.20 Lx= 13.5 IN Ky = 1.20 Ly = 13.5 IN Fy= 36 KSI E= 29,500 KSI Pno= Ae'Fy = 0.36 IN ^2'36000 PSI = 12,960 LB Pao= Pno /f2c = 12960 LB/1.92 = 6,750 LB Myield =My= Sx'Fy = 0.11 INA3 * 36000 PSI = 3,960 IN -LB Max= My /Qf Of= 1.67 = 3960 IN- LB/1.67 Cmx= 1.00 = 2,371 IN -LB px= {1 /[1- (Oc *P /Pcr)]} ^ -1 Cb= 1.0 Pcr= Tr^2EI /(KL)max ^2 = {1/[141.92'480 LB/122035 LB)1} ^ -1 = TrA2*29500000 PSI/(1.2'13.5 IN) ^2 = 0 = 122,035 LB (480 LB/6142 LB) + (581 IN- LB/2371 IN -LB) = 0.32 < 1.00, OK r 5rrZr la"' "%,41C INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BANANA REPUBLIC #8997 FOR LEGGETT & PLATT DANNDEE SHEET NO. 7 CALCULATED BY TC DATE 2/26/2008 COLUMN ANALYSIS: TRANSVERSE DIRECTION: TYPE 96 "H x 48 "W x 15 "D ANALYZED PER AISI. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Pcol(seis) = Mot/D= 9651.9 IN.LB. /15 IN Pcol = Pcol(stat.) + Pcol(seis.) Pcol = 1,123 LB M,, = 581 IN -LB AXIAL FLEXURE KxLx/rx = 1.2 •13.5 IN/0.54 IN = 30.0 KyLy /ry = 1.2'13.5 IN/0.3 IN = 54.0 < = == (KI /r)max Fe= Tr^2E/(KUr)max ^ 2 = 99.8 KSI ti Fy12= 18.0 KSI SINCE, ' Fe > Fy /2 THEN, Fn= Fy(1- Fy /4Fe) = 36 KSI *[1 -36 KSI /(4 *99.8 KSI)] = 32.8 KSI Pn= Aeff *Fn = 11,792 LB Oc= 1.92 1/7 11/37 18 GA. PANEL Wr12 114•0 PUDDLE WELDS (8 PER SIDE) Pa= Pn /fIc SECTION PROPERTIES = 11792 LB/1.92 t = 0.060 IN = 6,142 LB Aeff = 0.360 INA2 P /Pa= 0.18 > 0.15 Ix = 0.110 INN Sx = 0.110 INA3 rx = 0.540 IN ly = 0.030 IN 1 '4 Sy = 0.100 INA3 ry = 0.300 IN Kx = 1.20 Lx = 13.5 IN Ky = 1.20 Ly= 13.5 IN Fy= 36 KSI E= 29,500 KSI CHECK: P /Pa + (Cmx *Mx) /(Max *Nx) <_ 1.00 P /Pao + Mx/Max 5 1.00 Pno= Ae *Fy = 0.36 INA2 *36000 PSI = 12,960 LB Pao= Pno /Dc = 12960 LB/1.92 = 6,750 LB Myield =My= Sy *Fy = 0.1 INA3* 36000 PSI = 3,600 IN -LB Max= My /Of Of= 1.67 = 3600 IN- LB/1.67 Cmx= 1.00 = 2,156 IN -LB px= {1 /[1- (Oc *P /Pcr)]Y Cb= 1.0 Pcr= Tr ^2EI /(KL)max ^2 = {1/[1- (1.92 *1123 LB/122035 LB)1}^ -1 = TrA2 *29500000 PSI /(1.2 *13.5 IN) ^2 = 0.98 = 122,035 LB (1123 LB/6142 LB) + (1 *581 IN- LB)/(2156 IN -LB *0.98) = 0.46 < 1.00, OK (1123 LB/6750 LB) + (581 IN- LB/2156 IN -LB) = 0.44 < 1.00, OK r aI SIZIC I41411 . INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BANANA REPUBLIC #8997 FOR LEGGETT & PLATT DANNDEE SHEET NO. 8 CALCULATED BY TC DATE 2/26/2008 BEAM ANALYSIS: TYPE 96 "H x 48 "W x 15 "D THE BEAM WILL BE ANALYZED AS A SIMPLE SUPPORTED BEAM. THE ANALYSIS WILL CHECK THE ADEQUACY OF THE COMPONENT TO CARRY THE GIVEN STATIC LOAD. LOAD /SHELF = 100 LB LOAD /SHELF W = LOAD/2 BEAMS LOAD /BEAM w = W /2L = (100 LB +20 LB) /(2'48 IN) = 1.25 LB /IN Mbeam = w1^2/8 = 360 IN -LB fb /Fb = M /(S x Fb) = 360 IN.LB. /(0.03 IN ^3'0.6 "36000 PSI) 0.56 < 1.00 O.K. a) SHEAR CAPACITY OF 1/4 "0 RIVET A= ((DIA.) ^2)n/4 = .0491 INA2 Fy= 45,000 PSI Pmax = Fv x Area = 0.4 * 45000 PSI * 0.0491 INA2 = 884 LB Mconn.allow= Pmax x d = 1,325 IN -LB CONNECTION ANALYSIS: TYPE 96 "H x 48 "W x 15 "D Mconn. = (Mupper + Mlower) /2 = (M 1 -1 + M 2 -2)/2 = 537 IN -LB Mconn / Mconn allow = 0.41 < 1.00 O.K. TYPE = DRB LENGTH = 48 IN Sx= 0.0300 INA3 d (CTR TO CTR SPACING) = 1.5 IN RIVET DIA. = .25 IN INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BANANA REPUBLIC #8997 FOR LEGGETT & PLATT DANNDEE SHEET NO. 9 CALCULATED BY TC DATE 2/26/2008 OVERTURNING ANALYSIS: TYPE 96 "H x 48 "W x 15 "D DEPTH = 15 IN TOP LEVEL HEIGHT = 96.5 IN (A) FULLY LOADED: Total Shear= 196 LB Mot = E(Fi'hi) = 9,652 IN -LB Mst = F(Wp +.85wDL)'D /2 = (800 LB + 0.85'160 LB)95 IN /2 = 7,020 IN -LB Puplift = 1(Mot - Mst) /Depth = (9652 IN.LB. - 7020 IN.LB.) /15 IN = 175 LB <= UPLIFT (B) TOP SHELF LOADED: SHEAR = 24 LB Mot = Vtop * ht = 24 LB * 96.5 IN = 2,364 IN -LB Mst = (Wp +wDL) *D/2 = (100 LB + 0.85960 LB) *15 IN /2 = 1,7701N -LB Puplift = 1(Mot - Mst) /Depth = 40 LB <= UPLIFT ANCHORS QUANTITY= 1 PULLOUT = 1006 LB SHEAR = 999 LB JPs /Pt) + (VsNt) 5 1.00 COMBINED STRESS(A) = (175 LB /1006 LB) + (98 LB/999 LB) = 0.27 < 1.00 OK COMBINED STRESS(B) = (40 LB/1006 LB) + (12.2 LB/999 LB) = 0.05 < 1.00 OK USE (1) 3/8 "0 x 2 "MIN. EMBED. APPROVED ANCHORS PER FOOT PLATE. SEIZMIC INC. PROJECT BANANA REPUBLIC #8997 FOR LEGGETT & PLATT DANNDEE SHEET NO. 10 MATERIAL HANDLING ENGINEERING CALCULATED BY TC TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 2/26/2008 161 ATLANTIC AVENUE • POMONA, CA 91768 OVERTURNING ANALYSIS: TYPE 96 "H x 48 "W x 30 "D (MOBILE) DEPTH = 30 IN TOP LEVEL HEIGHT = 100.0 IN (A) FULLY LOADED: Total Shear— 196 LB Mot = = 10,338 IN -LB Mst = J(Wp +.85wDL) *D /2 = (800 lb + 0.85'160 Ib)'30 in /2 = 14,040 IN -LB Puplift = 1(Mot - Mst) /Depth = (10338 IN.LB. -14040 IN.LB.) /30 IN = 0 LB <= NO UPLIFT (B) TOP SHELF LOADED: SHEAR = 24 LB Mot = Vtop * ht = 24LB'100IN = 2,450 IN -LB Mst = (Wp +wDL) *D /2 = (100 LB + 0.85'160 LB)'30 IN /2 = 3,540 IN -LB Puplift = 1(Mot - Mst) /Depth = 0 LB <= NO UPLIFT - FOR MOVABLE UNITS, ATTACH FIXTURE UNIT TO MOVABLE CARRIAGE - SINCE THERE IS NO UPLIFT THEN ANTI -TIP OKAY BY SIMPLE REVIEW - ATTACH TRACK TO SLAB WITH 3/8"0 x 2" MIN. EMBED. APPROVED ANCHORS AT 18" ON CENTER. rI C INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BANANA REPUBLIC #8997 FOR LEGGETT & PLATT DANNDEE SHEET NO. 11 CALCULATED BY TC DATE 2/26/2008 FOOT PLATE ANALYSIS: TYPE 96 "H x 48 "W x 15 "D Pcol = Pcol + PcolsEis = 1,123 LB BASE PLATE WIDTH (W)= 1.5 IN EFF.BASE PLATE DEPTH (B)= 1.188 IN b= 1.313 IN b1 = -.1 IN THICKNESS (t) = 0.0747 IN Fy = 36,000 PSI fa =P /A = Pcol /((D)(B))= 630.71 PSI Mbase= (W/iin)(L ^2)/2 = (fa`1 "STRIP)(b1 ^ 2)12 = 4.9 IN -LB Sbase =(1)(t "2)16= 0.0009 IN ^3 Fbase = (0.75)(Fy)= 27,000 PSI fb /Fb = Mbase /((Sbase)(Fbase)) = 0.20 < 1.00 OK bi Fa 3 Pcol b MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 SLAB & SOIL ANALYSIS: TYPE 96 "H x 48 "W x 15 "D THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. A) PUNCTURE Pmax = Pcol + (Mtot/D) = 1.4 *480 LB + 1.7 * (9651.9 IN -LB /15 IN) = 1766 LB Fpunct = 2.66 *sqrt(fc) = 146 PSI I= (L -B)/2 = 4.16 IN INC. Apunct = [(Weff. +U2) +(Deff. +U2)](2)(t) = 56. INA2 fv /Fv = Pmax/(Apunct * Fpunct * 0) = 0.33 B) SLAB TENSION Asoil = Pmax * 144 /(1.33 *fsoil) = 191.2 INA2 L = (Asoil) ^.5 FOOT PLATE: = 13.8 IN WIDTH = 1.5 IN DEPTH = 1.5 IN B = sqrt(B*D) + t SLAB: =5.5IN t= 4.0 IN fc' = 3,000 PSI Mconc = w1^2/8 = (1.33 *fsoil *1 ^2) / (144 *2) = 80.1 IN -LB Sconc = 1 in * t ^2 / 6 = 2.67 INA3 fconc = 5 *0* sqrt(fc) WHERE 0 = 0.65 = 178 PSI fb /Fb = Mconc/(Sconc*fconc) = 0.17 PROJECT BANANA REPUBLIC #8997 FOR LEGGETT & PLATT DANNDEE SHEET NO. 12 CALCULATED BY DATE 2/26/2008 SOIL: fs = 1,000 PSF ACTIVITY NUMBER: D08 -155 DATE: 03 -26 -08 PROJECT NAME: BANANA REPUBLIC SITE ADDRESS: 806 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 2 d BA ng Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Structural Incomplete ❑ 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 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Structural Review Required Approved Approved with Conditions Notation: REVIEWER'S INITIALS: 61j Au 0, U-cei Fire Vrevention IY1 DATE: Planning Division ❑ Permit Coordinator DUE DATE: 03 -27-08 Not Applicable ❑ No further Review Required DUE DATE: 04-24-08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License SWINEBN970J5 Licensee Name SWINERTON BLDERS NORTHWEST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601689462 Ind. Ins. Account Id CHIEF FINANCIAL OFFICER Business Type CORPORATION Address 1 3180 - 139TH AVE SE, STE 250 Address 2 City BELLEVUE County KING State WA Zip 98005 Phone 4159841248 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/25/2003 Expiration Date 7/19/2009 Suspend Date Separation Date Parent Company Previous License SWINEW *336J4 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MARKS, GORDON W CHIEF FINANCIAL OFFICER 10/04/2005 BRINKHOFF, RANDALL D CHIEF FINANCIAL OFFICER 02/15/2005 KUFFNER, CHARLES P PRESIDENT 10/04/2005 MURPHY, SHERIANN SECRETARY 03/07/2007 RAFFERTY, GARY J VICE PRESIDENT 06/30/2006 MORRIS - TYNDALL, LUCILLE M VICE PRESIDENT 10/04/2005 Look Up a Contractor, Electrit or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. 1 Page 1 of 4 https:// fortress .wa.gov /lni/bbip /printer.aspx ?License= SWINEBN970J5 05/22/2008 EAST ELEVATION THROUGH FITTING ROOM AREA FINISHING NOTES 2) DRYWALL FOBSH TO BE LEVEL 5. 90M COAT TIE ENTIRE DRY WALL 4) CABINET TRIM SEE DETAIL 1 /A6 -6 NORTH & SOUTH ELEVATION THROUGH FITTING ROOM AREA ICI <D 0 (D $ Slil sOETIT G.C. TO PROVIDE SHEET METAL BACKING AT GYPSIM BOARD WAIL FOR OWN PROVIDED AR1V. C. TYP. PER 10/A5 -0. AREA OF BACKING TO SURROUND ARTWORK MILT — I a � Ea ED ,� F i \ I' I i f 1 I; I J L i 1/4 . 1. -0- 1/4• . 2:4 ACT 0.0. -SEE RCP 6 I NORTH & SOUTH ELEVATION THROUGH STOCKROOM S KICK PLATE MOBILE SHELVING- 5 I WEST ELEVATION THROUGH STOCKROOM CUP. BOARD, NO PANT- 2 :4 ACT 0.G - SEE RCP G1P. BOARD, NO PANT 2,4 ACT 0.G. - SEE RCP NOBLE SHEVANG SLOPE 1:50 UA%. 1/4• . 1• -0- r -4 RECEIVED CITY OF TUKWILA MAR 2 6 2008 PERMIT CENTER NEW STORE STORE NO.: 8997 GAP PROM. I.D.: 0000042134 DRAWN BY MC SCALE 1/4• • 1• -0- JOB NO.: 207338 WEST ELEVATION THROUGH FITTING ROOM AREA 4 IEAST ELEVATION THROUGH STOCKROOM BANANA REPUBLIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94068 STORE NAME: SOUTHCENTER MALL STORE LOCATION: 806 Southcenter Mall Tukwila, WA 98188 -2888 PROTOTYPE DATE: 06/15/07 OPENING 2008 CONSULTANT INFO: ISSUE TYPE PERMIT/BID 12/21 /07 ISSUE SHEET 11111: INTERIOR ELEVATIONS SHEET NUMBER: A5 -2 • • to u,Alwununy • • sV..►iiviinJ•.► nt 9' -5 I/4' X A WAY GRANITE SEALED CONCRETE MANAGER'S OFFICE CARPET cm PARTIAL FLOOR PLAN 'B' WOMEN'S TOILET TILE 4' MEN'S TOILET ROOM TILE 8' -7 1 4' 5' -4 3 1. RACK STORAGE IS UNDER A SEPARATE PERMIT. • :A• CLOSET WOOD FLOORING FITTING ROOM CARPET WOOD FLOORING +0' -0' SALLES AREA 4 WOCO FLOORING +0-O' RECEIVED NORTICFITY OF TUKWILA MAR 2 6 2008 PERMIT CENTER SCALP 1 /C•1' -0' 0 0 0 Q 0 � /fir / /r1� 1fgra :i� �i!�ii /!r!!% /l4- � / I/ / /iJi"/ii / // / / /i/ii e4-/ /iii /i9 /ii /iJ���ii // /r iii% iiii /� /iii /r /ii /ir�i7 /�i ra 1111111111111111 KEY DESCRIPTION q LEASE LINE 0 0 0 KEYNOTES (N) (N) EXISTING GEMISWG WALL 1 HOUR FIRED RATED WALL CCNSTRUC110N EXISTING STRUCTURAL COLUMN TO REMAIN SOFFIT (SHOWN DASHED) METAL TRANSITION STRIP BETWEEN MOOD FLOORING AND STONE TILE AVER WITH WALL FML94 METAL TRANSITION STROP BETWEEN STONE 111E AND CCNCTE METAL TRANSITION STRIP BETWEEN STONE 111E AND ME, ALGN NTH WALL ROSH METAL TRANSITION STRIP BETWEEN SOLID WOOD FLOCKING AND CARPET, ALIGN M01 WALL RASH CARPET EDGING BETWEEN CONCRETE AND CARPET, ALIGN MTH WALL FBN94 FITTING ROOIJ COCOA MATS ALIGN BACK CF MATS WIN SALES AREA FILE GROUT ACCESSIBLE FITTING ROOM CASHWRAP/ BACKWRAP SALES AREA PASS -THRU W/ BUILT N Iar99CR W/ 1' ECPOSED BEVELED EDGES ALDWNUM STOREFRONT SYSIB1 DISPLAY PLATFORM, 9 SENSORMATIC DOOR FINS MOBILE SHELVING. SHADED AREA OF FLOOR TO BE LEVELED TO MOWN 1/8'. G.0 10 PROVIDE BACKING FOR INNER PROVIDED ART AND BACKWRAP MIRROR ELECTRICAL TRANSFORMER. VERFY LOCATION WITH ELECTRICAL DRAWINGS ELECTRICAL PANELS & TELEPHONE BACKBOARD LIGHTING CONIRCL TIME CLOCK RA U. PAPER EMPLOYEE 1111E000( WOMEN'S FEATURE WAIL W/ RECESSED STANDARDS ARID CLEAR GLASS SHELVING LeNS FEATURE WALL 8/ RECESSED STANDARDS AND WOOD SHELLING TILE FLOORING TO RIM TO BACKSIDE CF BULLT CABINETS AND FEATURE WW15, PIP. DOUBLE - MOUNTED / TRIPLE - MOUNTED NANGBARS TIP. ENTRE 1104C1H OF DESIGNATED INVENTORY AREA GO -BACK CLOSET MEN AND WOMEN'S TOILET ROOM MANAGER'S OFFICE 3-WAY MIRROR CASED WINING - FITTING Ra0J5 SERVICE DOOR 9101951E STARLESS STEEL 00INER GUARDS ON OUTSIDE OF ALCOVE FIRE ESIINGUL44ER. GC TO COORDINATE FINAL LOCAAON WOWD FLOORING TO RUN 10 8A0LSIDE OF BOLT - -M CABINETS AND FEATURE WALLS, T1P. WINDOW JAMB AT NEUTRAL PBR WINDOW JAMB AT PLASTER WINDOW JAMB AT RECESSED ENTRY SALES AREA PASS -IHRU JAMB (N) DOOR 8E11 0 T -6' ABOVE RASH FLOOR FITTING ROOM 9GNAOE 47 MM HG FOUNTAIN - _ EXISTING 1IEI45940 WAU 10 R831AN. 6' MIL STUDS BY LL 11/8 T1 11 'Y Gyp 80 F9994 BY TENANT. MAN 5904 KOC45 MEOW COMMON TENANT TENSING WALLS AO M094 SIWECRBRE MERE THERE TS ADJACENT TEN ® NEW STOREFRONT WALL: 3-5X 20-01 111. STUDS AT 24 o.c. M111 3/4' CDX PLYWOm (1/2' DONSOASS GOLD' N. 04Y), 1/B' }INSET YOLKL AD 1' GRANITE TILE 8/091011 AT MALL SCE =NEW N04-RATED PMR1104 WALL • 3 WE 20 GA. METAL SKIS 0 24' n0. 841 5/8' T1PE X GIP. BD. 04 MONIED (E ABOVE FN. OG). PROVIDE 0921491 BRAOG 0 4 Q.C. MAX 40345 14'-9' AFF. WALL LEGEND E REF. SHT. 3/46 -9 15/A6 -2 13/56 -2 9/A6 -2 14/46 -2 10/A6 -2 1/A6 -3 1/A0 -4 2/A6 -3 1/A7 -0 10,11/A6 - 2,2/44 -1 3/54 -1 1/54-2 7,10/56 -4 10 A6-R 119/A6 -6 93: ELECTRICAL 2/A6 -4 1/A5 -1 2/A6 -4 1/A6 -7 I /46-7 1/A6 -4 6 /A6-3o 2/A6 -5 4/46 -5 8/A6 -3 7 /A6-1 2/56 -4 2/A4-2 5 M ^ = E, f NEW NONE 4150 PM9B04 8191 3 5/8' 20 G. ZETA SQD M S/8' 5 0 24' 0.0 N TYPE X LIP. 91 BIM SCE5 AS OEFAID (S ` 2 ALCM RN. 0.4) PRONE OAOJNA. BRACT 0 i-oF 0.0 4145 11800 14'-47 AFL PROUGE GP. iD. BOTH 9DES AP ID LNIRSI0E OF SOWICIIAE/TXA( KKK AT LDG110S SEPARATING STECK FROM SAES pppZ NEW FUS N0 SAL • 6' 20-64. 4ETA1 STUDS 024' 0.0 AN 5/9' WATER RESISTANT GIP. B0. 0 09S1R001 SEE AND 5/8' 78E X G1P. ED. AT NON-- tESTR00Y 911E MALL BATT 481A110N AT ALL 10(ET ON AEA OT1C 89115, BOA NEW NOH9ATED FUN. KENT FEATURE MIL • 3 5/6 96 0, METAL STUDS AT 24' 0.0 19114 5/8' TYPE X GIP. 811. AS CETALID. PRONE OACWAL Row 0 (-0' 0C MAX MIGHT 14'd A.F.F. NEW STORE BANANA REPUBLIC GAP INC. CCRPORAIE ARCEITECIURE 901 CHERRY AVENUE SAN BRIUNO. CA 94066 STORE NO.: STORE NAME SOUTHCENTER MALL STORE LOCATION: 806 Southcenter Mall Tukwila, WA 98188 -2888 GAP PROJ. W.: 0000042134 PROTOTYPE DATE: 06/15/07 OPENING 2008 CONSULTANT INFO: ISSUE TYPE PERMIT/81D 12/21 /07 ISSUE SCALE: 1/4' =1'-0' NEW ONE HOUR RATE) WALL = 3-5/' 20 GA METAL SRNS AT 24' 0.0 (OR CUTELY AN MANUFACTURER RECUOT4ATNMS FIR SPANS AND LOADS) 10 UNDERSIDE OF SONC989E ABOVE 8114 3/8' TYPE 'X' CV. B0. BOTH SIDES PROVIDE 1051001951 99AONC DRAWN BY: MC • AT 4 M.11 9. • M L NAL FORM REPRESENTS MA MM HEIGHT PERMITTED RR A STUD WALL ATH10R USW 0ACRA. BRA IC NE 6 /A6-0 RR BRACING REOJ06A@NTS 1OR IAL5 TALLER THAN MAIL INGFIT AILDIED. 2 WE WATER- RESSTANT GYP. BD, RES0900M 90E: 5/8' TAPE X GYP. 13x NON- tE59R014 90E 1 INSTAL 8/1 GIP. SILL AT ALL 111640 HAFT ROOM WAILS LIMIER 0.05ETS 4111 MOP WOKS. WAITS ADJACENT TO MCP 9196 MD O0R40NG RUANTA 90 4, 5/13" TYPE X 1119. 80. 8084 SEES ROM TO CHIT YE1AL MEW 10 BE INSTALLED 9ET6EDN SKIDS, CEILING UNE 10 CEO( ABOVE ATTACHMENT 90.15 10 BE 1005100 NA NON -ACCESS SCE 1 489041 MAY EE OAEA= TO 40-0' NTH 3-5/8' SILOS 16' 31 1 INSTALL S101ID ATONED MUTATION AT ALL (FACE AM) RESBNCON WALLS OW. 7. ALL FUMED GNP. FR WALLS TO BE 1E19. Y MN MI TO S•O104 8210 MINT. 9'-06 FO9 SPELMAN :MS. 1 5TORFRRO(1WOWS 91411. NO GREATER 119519 1-0' VIDE AND SIDEUIS SHALL BE NO LAS THAN 92 WIDE 1 CO NOT O11 ME 10 91E 9MAUER 11UN C E-NAF CF FULL MO N OR 0.Pll. 10. OOQSOP6 AIE 10 FACE CF RPM UPECBS NOTED 01180890 JOB NO.: SHEET TITLE PARTIAL FLOOR PLAN 'B' SHEET NUMBER 8997 .,,.N....,., 207338 42 -1b REFERENCE CEILING PLAN } 77i/I t . 04 t• : • III • A Y 83 SF •• 390 SF TRN R AREA 367 SF LET A2-4 FOR FLOOR PLAN SEE SHEE EE T A2— FOR FURNISHING PLAN SEE SH A AR 4 A AR A 544 SF 498 SF 489 SF 2a FOR FUR•ENING PLAN AR A 1 1013 SF AREA 1 21 SF • REVIEWED FOR CODE COMPLIANCE APPROVED RECEIVED CITY OF TUKVVILA MAR 2 6 2008 PERMIT CENTER NORTH GAP PROJ. 0000042134 SHEET WILE: KEY PLANS SHEET NUMBER DRAWN EIY: MC J08 NO.: 207338 REFERENCE FLOOR PLAN SEE SHEET A Op FOR CEILING PLAN Of Tukwila BUILDING DIVISION BANANA REPUBLIC GAP INC. OORPCRATE ARCHTIECTURE 901 DERRY AVENUE SAN BRUNO. CA 94066 STORE NO.: STORE NAME: SOUTHCENTER MALL STORE LOCATION: 806 Sou thcan ter Mall Tukwla, WA 98168-2888 PROTOTYPE DATE: 06/15/07 OPENING 2008 CONSULTANT INFO: 8997 i •/16" • /16" �, ■ " /-5/8"-t 1 4" 3/32'r — 7/16 -' „ y 1 $" 9/32 u 7/8" 9/32' 3 T I / 1 1 I � 32" 3 4" r r� _ �1 � 7 ; � i l �' 6" � � J 3/8" •i 6 VARI �� 1 "� 1 4" 5 l 32° 3/ 8" I I y�i� 1 9 i � /16" VARI S 1 532" /16' S 11 /32" v 1 • } 13/32 13 32" ��i� ti � gin 1 1/2" 2 3/32' 11/32" 11 GA. l' DES I 1" f 112 1 1/2' 18 GA 1s GA 11/2" TYP. " h am. 3/8 1 1 /2" TYP. i. / --5/8" "—/ 4 RIVET 1 �. (-y � CI; ` 9/32 "0 �� _� r �y JQ' P /- �. - �' .1 i 1" 7/8 /8" 13/16" y 2 " /8" — — - ® 1 MIN. EMBEDMENT ♦� IC ; 11 GA fig Uy *MOVABLE UNITS ATTACH TO CARRIAGE W/1/4"-14 TEK SCREW r� 18 GA. PANEL W/12 1/4 "0 PUDDLE WELDS (6 PER SIDE) 3y8 OMNI r '�' 18 GA. PANEL W/12 1/4 "0 PUDDLE WELDS (6 PER SIDE) 1 11.3/1 " (4 CORNERS) 1" GUIDE RAIL REQ'D EVERY 16° la O /C. r (1) (1) REQ'D PER FOOT PLATE 9/16" 1/8" .1(-1 1A END UPRIGHT 1 B INTERMEDIATE UPRIGHT C 2� F PLATE r 3 ANCHOR �5A SHELF SUPPORT (SINGLE RIVET) SHELF SUPPORT (DOUBLE RIVET) 0 tb 1_1 1/8" - -- 8" TYP. -4" TYP. 19 TYP. 11/16" I 1 410 pppo. FLAKEBOARD j '� j 14 GA. 1/8" 1 932" 40 • 1110110 1 O 7/32"0 • NP. I .' 4 c� {7 8° 3 1 /8.. 1 3 7 /8 .. � • I M ■ A ,r- 1, � 12 GA. 1 3 32" „ � � ti' ti 7/16 "0 13/32 "0 T7 • 1 2 " 9 32 " A � ^ `� r, - • 23 32 4 TYP. _ „ 1 ATTACH WITH © ge r - TYP. t�rr 27 2" /3 ANTI TIP 2 1 /4 20 x .16 III () SCREWS 0 1 a 12 GA. 'e 23/32" Ilik01 19/32" 11 /16" CATCH 12 GA. " 12 GA. 11. 2 1/4" 0 f-1 5/8'4 5 --4 27/32" 27/32" 6 ANTI -TIP HOOK � GUIDE RAIL � 8 � MOVABLE CARRIAGE ASSEMBLY DETAIL i VIEW A - A GENERAL CONFIGURATION NOTES: MOBILE 1. DESIGNED PER SECTION 1613 OF THE 2006 IBC. Fa = 1.0U & Ss = 1.429. 2. STORAGE CAPACITY: 100# PER SHELF. 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36. 4. ALL BOLTS A307( UNLESS OTHERWISE NOTED). 5. CONCRETE 4" THICK x 3,000 PSI. 6. SOIL BEARING PRESSURE 1,000 PSF. ED �� CODE C0 AppE t 9 ,R 2_ a ') � i ( 1 1 Of Tu b STATIONARY i i 15" i 0 6" 30" / r & 30" 96" 48" 48° 48" 48" 9 139/16" 9 - -• - 9 13 9/16" 9 . ‘ky 13 9/16" 13 9/16 „ ®I� -.. �. -`� BU ) FILE C:�y Permit , .. w t o, _ 1� . I'iar revievv approval is subject to errors acid omissions. the p VIQI #It3i of any Its not authorize Y pt code or ordnance. Rapt of approved Bald C - d conditions is acme ad: J \ 13 9/16" \ 139/16" \ 13 9/16" 13 9/16" 13 9/16" 139/16° ���� / !� Data:. - ? z - c, g 13 9/16" City of Tukwila E €�.' D M N CITY OF T MAR 2 6 2008 PERMIT CENTER 13 9/16" \ 13 9/16" • 13 9/16" 5A 5A 5A 5A 2 S4 . w S X��' r ,.., - "_. °'� o s;;c = ? :, SEIZMIC MATERIAL L HANDLING ENGINEERING 161 Atlantic Street EST. 1985 Pomona, California 91768 Tel. (909)869- 0989.(909)869 -D981 3 11 /16 II 3 11 �� �- 2" FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW +.. -�,- I NS \Ir -, "an!1�?� TYPE: SS DRAWN BY: A .N. DATE: 02/25/08 , ,:tall ne macio 10 thei scnr+n �� 1 5 Irk "ithoiit prior approval Ji ' , CALIFORNIA CONTRACTORS LICENSE NO.665374 LAST REV. BY: DATE: M•1��i• (0 4/12 2008 I A PRVDBY : SAL E. FATEEN SCALE: N.T.S. 1kwlla Building Division ' evisions will require 7 new rhn ;!ibrrofril 'Pry — ay include additional plan Mi'm fees DESCRIPTION MOVABLE SHELVING DETAILS __ -- _ _______ .- DRAWING NUMBER: 08-0300 -A ADDRESS: BANANA REPUBLIC #8997 SHELVING ELEVATIONS 806 SOUTHCENTER MALL TUKWILA, WA 98188