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HomeMy WebLinkAboutPermit D07-478 - WESTFIELD SOUTHCENTER MALL - GILLY HICKS - STORAGE RACKSGILLY HICKS 457 SOUThCENTER MALI. EXPIRED 01 -10 -09 D07 -478 Parcel No.: 6364200010 Address: 457 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: GILLY HICKS Address: 457 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WI SHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: JAMES MOORE Address: 833 SE MAIN #242 , PORTLAND OR 97214 Phone: 503 -577 -8859 Contractor: Name: HANLIN RAINALDI CONSTRUCTION Address: 6610 SINGLETREE DR , COLUMBUS OH 43229 Phone: 614 - 436 -4204 Contractor License No: HANLIRC962NQ DESCRIPTION OF WORK: INSTALL ROLLING RACK STORAGE doc: IBC -10/06 Citf 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 Value of Construction: $0.00 Fees Collected: $518.28 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D07 - 478 Issue Date: 01/30/2008 Permit Expires On: 07/28/2008 Expiration Date: 07/17/2009 D07 -478 Printed: 01 -30 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -478 Issue Date: 01/30/2008 Permit Expires On: 07/28/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: ( /,. L Date: — 7 0 — 0 7J 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 do construction or the perfo Signature: Print Name: ?G OR, -241,0/4/ 31 not presume to give authority to violate or cancel the provisions of any other state or local laws regulating of work. I am authorized to sign and obtain this development permit. Date: /-_r - O g This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC-10/06 007 -478 Printed: 01 -30 -2008 Parcel No.: 6364200010 Address: 457 SOUTHCENTER MALL TUKW Suite No: Tenant: GILLY HICKS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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 PERMIT CONDITIONS Permit Number: D07 - 478 Status: ISSUED Applied Date: 12/21/2007 Issue Date: 01/30/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Manufacturers installation instructions shall be available on the job site at the time of inspection. 6: 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: 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 sprinklered areas of buildings. (IFC 315.2.1) 11: Install mechanical stops between shelving units so that when units are rolled together, a 6 inch transverse flue space is mantained between units. 12: 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) 13: 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 D07 -478 Printed: 01 -30 -2008 doc: Cond -10/06 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 the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 14: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 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 ** D07 -478 Printed: 01 -30 -2008 Signature: doc: Cond -10/06 Print Name: 4 Zig/D /A/C!4 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 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 provision of any other work or local laws regulating construction or the performance of work. Date: /" .O.O V F. D07 - 478 Printed: 01 -30 -2008 CITY OF TUKWIL4 Community Development epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Name: J tAw.c,S 1A4f3o r e. Company Name: w D }� ur 3 Q:WpplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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 King Co Assessor's Tax No.: Site Address: SdA,A V // G 1 _ Wt �' Tenant Name: C-anc \' 5' / bit ' Y�.� (ICS Property Owners Name: L »sw %E Cc Mailing Address: `` \ \p s � 5 k _ VI\ v A � *242 Mailing Address: g3 S - W\ fk• h- E -Mail Address: 6oM GS t.�SL` r 1 . C 6 �^ Contact Person: E -Mail Address: Contractor Registration Number: E -Mail Address: Mailing Address:'1 00 * (W U er cki V d Suite Number: New Tenant: L-es At1o�c\ t� City 11 (0 36 ) - oft a Cw Floor: ❑ .... Yes ' ..No State CONTACT PERSON — who do we contact when your permit is ready to be issue C) T �JDay elephone: S 03 " 5 "7 ' �s 1'c1r� Gin bc Ot tZ Gfl City State Zip Fax Number: rj o5' 2' Co - 2(0 30 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) Company Name: `1 Mailing Address: State State o1OOZC Zip Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD =Ail All plans `must be wet stamped "by Architect Company Name: \,A) — PA►rkY1 -r S f_ 1 , Mailing Address: 000"1 -) S Goy) tC VA V 17 G1 Ur 1►'N d t'� 4301 City State Zi Day Telephone: 4 1 ' 445 Contact Person: Da Tele hone: g I d � Fax Number: S 16 • 1 5 ' S9 c1 ENGINEER OF RECORD All plans must be. *et stamped by Engineer of B uhl I n oft a3z1 Zip City ,l Contact Person: � U OW\ CO VN 't — O '- Day Telephone: I P 14 r (0 34 • E -Mail Address: II Fax Number: to 1 • (03` '1-17 7 Page 1 of 6 DING PERMIT INFORMATION ---,206.431-' 67 Valuation of Project (contractor's bid prime): $ / ° Scope of Work (please provide detailed information): Will there be new rack storage? I.- LTA L-1— g . Yes Number of Parking Stalls Provided: Standard: Q:\Applicationaorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ .. No If yes, a separate permit and plan submittal will be required. rovlde All Building- A" S ao 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. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Will there be storage or use of flammable, combustible or hazardous materials in the building? i:;• Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities ' Material Safety ata 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. Other (specify) Page 2 of 6 Fixture Type: ' .Qty Fixture Type: Qty 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 Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater 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 Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas L.PLWMBING AND GAS PIPIN PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: State Zip Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NO 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 s+• A HORIZED AGENT: S = \ Print Name: 0, C-S Yv 1a c rt— Signature: Date Application Accepted: Q:WpplicationsWonns- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh City lication Date: 12' ZCtC,l `` Day Telephone: t03. 5 '71. 86 5 Mailing Address: S SE. r Y• �Or +' me 91 214 State Zip Date Application Expires: . Staff I nitials: l Page 6of6 Parcel No.: 6364200010 Permit Number: D07 -478 Address: 457 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 12/21/2007 Applicant: GILLY HICKS Issue Date: Receipt No.: R08 -00257 Payment Amount: $315.88 Initials: WER Payment Date: 01/30/2008 08:42 AM User ID: 1655 Balance: $0.00 Payee: HANLIN RAINALDI CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 81784 315.88 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us • RECEIPT Account Code Current Pmts 000/322.100 311.38 000/386.904 4.50 Total: $315.88 7862 01/30 9710 TOTAL 7106.50 doc: Receiot -06 Printed: 01 -30 -2008 Receipt No.: R07 -02827 Payee: JAMES MOORE ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D07 -478 Address: 457 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 12/21/2007 Applicant: GILLY HICKS Issue Date: Initials: WER, Payment Date: 12/21/2007 08:53 AM User ID: 1655 Balance: $315.88 TRANSACTION LIST: Type Method Description Amount Payment Cash 202.40 Account Code Current Pmts 000/345.830 202.40 Total: $202.40 Payment Amount: $202.40 6366 12/21 9710 TOTAL 202.40 doc: Receiot -06 Printed: 12 -21 -2007 COMMENTS: � 1 I t rn .ec-( ea cc Address: y s- 7 Suite #: . ; r, pa c.. C._ Contact Person: A _.. 6IC. Phone No.: G(ci - 3 b/ - - 760 f- , 4 Project: r I � 1 I t Type of Ins ` pe f ion: h✓ 6-1( 1E-Tv r 1 { tAf:U U \ Address: y s- 7 Suite #: . ; r, pa c.. C._ Contact Person: Special Instructions: Occupancy Type: Phone No.: G(ci - 3 b/ - - 760 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - PERMIT NUMBERS (} CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 proved per applicable codes. n Corrections required prior to approval. Inspector: 2,, /y I Date: / Hrs.: "t- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 f STRUCTURALY, CALCULATIONS CONCEPT 5 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 WD PROJECT NO: ABFC50017 NOVEMBER 29, 2007 J j Ai CONCEPT 5 PREPARED FOR CONCEPT 5 6301 FITCH PATH NEW ALBANY, OH 43054 (614) 283 -6599 PREPARED BY WD PARTNERS 7007 DISCOVERY BLVD DUBLIN OH 43017 614.634.7000 T 614.634.7777 F It No. tOE79i9 FILE COPY e 1 .5 F r�wi '� ifir W ..i� C6��j ° 6729 REGIS :RED ARCHI CT Christopher K. Doer chlag STATE OF WASHINGTON RECEIVED DEC i' 8T1 2007 PERMIT CENTER The structural calculations contained in this report relate only to the structure and site for which they were prepared. Referenced building codes, site - specific parameters for wind and seismic design, and any cited material /component design standards are current only for the governmental agency with jurisdiction over the design and construction of the proposed structure at the time the report was published. Some information utilized in the structural calculations may have been received from outside sources such as third party site development coordinators, geotechnical engineering reports, pre - engineered component manufacturers, or engineering/trade organizations. WD Partners is not responsible for the accuracy and /or changes to any information utilized herein as provided by outside sources. 6 7 0 4s a efi 2 4 4 1--- - I $ t I • ' a F 1 • I i 1 • I . .......,.... I . ; ; - • I I 1 • ; • 1 , , . 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ABERCROMBIE & FITCH BACKROOM SHELVING INSTALLATION INSTRUCTIONS 2007 Shelving Heights Folded Shelving 8' High - 7 Levels, 6 Shelves Folded Shelving 10' High - 9 Levels, 8 Shelves FILE COPY Permit No. • {_sL b07-li 8 2966 WILSON DRIVE NW WALKER, MI 49534 P 800 - 234 -7477 F 616-791 -9916 SALESOPIPPMOBILE.COM W W W.PIPPMOBILE.COM A RECEIVED DEC 212007 - PERMIT CENTER 11 /07 • Introduction INDEX 1 Tool Requirements 2 Guidelines for Pre - Assembly of Upright Frames 3 Shelving Parts 4 Stationary Upright Assembly - Folded Storage: End & Center 5 Stationary Shelving - Folded Storage 6 Manager's Desks, Receiving Station and Prep Desk Parts 7 Guidelines for Assembling Manager's Desks and Manager's Desks Configurations 8 - 10 Guidelines for Assembling Receiving Station and Receiving Station Configuration 11 Guidelines for Assembling Prep Desk and Prep Desk Configuration 12 -13 Installation of Crossbrace - on 30" Deep Units ONLY 14 Anchoring Stationary Shelving to Floor 15 Anchoring Stationary Shelving to Wall 16 Installation of Stationary Shelving on Perimeter Walls 17 Mobile Parts 18 Installation of In -Track Anti -Tip System (for Seismic Applications) 19 Setup for Installation of First Track (for Seismic Applications) 20 Installation of In -Track Anti -Tip Track with Stops (for Seismic Applications) 21 Installation of Standard and Posi -Lock Track with Stops (Non- Seismic) 22 Posi -Lock Brake System 23 Installation of Posi -Lock Brake Assembly 24 - 27 Mobile Upright Assembly - Folded Storage: End & Center 28 Installation of Upright Assemblies on Mobile Carriages 2 9 Installation of Shelving on Mobile Carriages 30 Installation of Shelving End Panels on Mobile Carriages 31 INTRODUCTION General Assembly Instructions • Read all instructions before attempting assembly. • Check material against packing list. • Sort like parts together. • Confirm that floor will support the shelving load. It is the end user's responsibility to provide adequate flooring. • Check floor plan layout. Measure and mark floor for intended layout, pre -plan exact location of all units with regards to columns, lights, windows and obstructions. • Use correct hardware as specified • The track is system specific. Do not open track boxes until you have identified system number and location. Note: Secure all shelving to carriages with manufacturer supplied hardware. We have found that the following areas require special attention in the installation process. 1. Snapping Chalk Line Double check your reference points to be sure that the first track is properly located, then snap your line. 2. Track Be sure to secure the anti -tip track first. On a one section carriage, the anti -tip track is the rear track; on a two section carriage the anti -tip track is the center track. Before securing the track, make sure the track against the wall has at least a 1 Y2" clearance. Use the carriage to affirm track spacing before securing track to the floor. 3. Upright Assembly Assemble all upright assemblies before you start installing track and stationary units using the upright assembly instructions. 4. Bottom Shelf Bottom shelf does not sit on carriage. Install bottom shelf on wide profile beams. 1 TOOL REQUIREMENTS 1. Band Cutter - to cut straps on bundles of material 2. Chalk Line and Chalk 3. Tape Measure (approximately 25 ft.) 4. Black Markers 5. Hammers and Mallets 6. Standard Socket and Wrench Set 7. Heavy Duty Variable Speed Reversing Drill with Extension Cord 8. Power Screwdriver Bit Set 9. Flat Screwdriver 10. Phillips Screwdriver 11. Portable Band Saw - to cut track (if necessary) 12. Torx Bit (Provided) 13. Hammer Drill (cement drill bit provided) 14. Cordless Screwdriver GUIDELINES FOR PRE - ASSEMBLY OF UPRIGHT FRAMES © 4' x 8' Sheet of Plywood Using the setup shown here will make the assembly of upright frames quicker and easier. Refer to pages 5 and 28 for proper shelf spacings. O 1. Make sure keyholes 2. Make sure shelf supports on post point to bottom. are in right side up. Upright Spacing Q Up 0 (2) Saw Horses (by installer) © (2) 4 x 8 Plywood - shelf spacing guides (by installer) © (2) 2 x 4 Block - to keep posts from sliding (by installer) © "L" or "T" Posts ® Low Profile Beam and Wide Profile Beams 3 2" x 4" Block Keyhole Slots Down `- SHELVING PARTS iQ Uprights 1 A 96" "L" Post 1 C 96" "T" Post 1 B 120" "L" Post 1 D 120" "T" Post H 0 Low Profile Beam 26 24" Low Profile Beam CO 30" Low Profile Beam 2® 36" Low Profile Beam CO 48" Low Profile Beam 4 ® Particle Board W D 0 36" x 24" 48 36" x 30" 0 48" x 24" 0 48" x 30" ® Cross Brace 0 0 o) ® 30" Side Cross Brace CROSSBRACE HARDWARE KIT KIT QTY. 5 (61 BUTTON HEAD TORX MACHINE SCREW 1/4 -20 x 3/4" 5 01q 1/4 -20 STOP NUT 5 66 0 1/4 FLAT WASHER 96" I 1 k STATIONARY UPRIGHT ASSEMBLY - FOLDED STORAGE: END & CENTER i--- 1" F iNg , i C L 15" 15" 18" L2 w J J End Uprights Step 1 - 96" High End Upright Assemblies Pre - assemble end upright assemblies using two 96" "L" posts and seven 24" or 30" low profile beams at shelf levels. J J J J J J L L L L L END CENTER Step 1 -120" High End Upright Assemblies Pre - assemble end upright assemblies using two 120" "L" posts and nine 24" or 30" low profile beams at shelf levels. 5 12" 15" 15" 15" 15" 15" 15" 1 1 __ ET J J J J J J J 1 J J J J L J J L L L L END CENTER Center Uprights Step 1 - 96" High Center Upright Assemblies Pre - assemble center upright assemblies using two 96" "T" posts and fourteen@24" or 0)30" low profile beams at shelf levels (seven per side). Step 1 -120" High Center Upright Assemblies Pre - assemble center upright assemblies using two 1 D 120" "T' posts and eighteen ©24" or ©30" low profile beams at shelf levels (nine per side). '96" (shown) or 120" STATIONARY SHELVING - FOLDED STORAGE Assemble Stationary Units Step 1- 30" Deep units only Install 030" side cross braces on end upright assemblies. One set on 96 "H unit (shown above) and two sets on 120 "H unit. See page 14 for cross brace installation steps. Step 2 Assemble stationary units by installing® 36" or 2® 48" low profile beams at each shelf level. Step 3 Install appropriately sized shelves at each shelf level except for top level. No shelf on top level. Step 4 - if units are not against a wall Add floor anchors to EVERY "L" and "T" post. See page 15. Step 5 - if units are against a wall Add floor anchors to front uprights and anchor unit to wall. See page 16. 6 MANAGER'S DESKS, RECEIVING STATION AND PREP DESK PARTS 07 Cut Uprights ® 36" "L" Post OD 36" "T" Post © 42" "L" Post ® 42" "T" Post • 48" "L" Post 7 48" "T" Post 02 Low Profile Beam 12" Low Profile Beam 30" Low Profile Beam 36" Low Profile Beam 48" Low Profile Beam ® Melamine Shelves ®A 36" © 48" © 48" ®D 96" D x 30" x 12" x 30" x 30" ® Wide Profile Beam ® 30" Wide Profile Beam 0 36" Wide Profile Beam ® 48" Wide Profile Beam CO 96" Wide Profile Beam W 0® 36" 48" CD 96" D x 30" x 30" x 30" 7 t o 0 01 n Manager's Desk Top Manager's/Prep Desk Top Receiving Station Top 0 Cross Brace ® 30" Side Cross Brace CO36" Back Cross Brace 5O 48" Back Cross Brace KIT QTY. 5 5 6A CROSSBRACE HARDWARE KIT BUTTON HEAD TORX MACHINE SCREW 1/4-20 x 3/4" 1/4 -20 STOP NUT 5 66 0 1/4 FLAT WASHER 11 Center Support (for 96 "W Prep Desk) 14" Hangbar 12 Center Support (for 96"W Receiving Station) 30" Center Support GUIDELINES FOR ASSEMBLING MANAGER'S DESKS • Manager's Desks sizes: 36 "W, 48 "W, 72 "W, 84 "W and 108 "W. All manager's desks are 30 "D and 42 "H. • First build end and center upright assemblies by attaching two 42" "L" or 42" "T" posts with ; 30" wide profile beams at the top shelf level. Add 930" low profile beams at the bottom and center shelf levels. Note: the 108" wide manager's desk does not get the center shelf level in one of 3' end sections. • Attach 30" side cross braces to the end upright assemblies. See page 14 for cross brace installation steps. • Assemble manager's desks b installing ©36" and /or @48" wide profile beams at top shelf level. Attach ® 36" or 948" low profile beams at the bottom and center shelf levels. Note: the 108" wide manager's desk does not get the center shelf level in one of 3' end sections. • Attach 36" and/or ® 48" back cross braces to the back of the desk. See page 14 for cross brace installation steps. • Install 036" x 30" and /or ® 48" x 30" melamine shelves at the bottom and center shelf levels. Note: the 108" wide manager's desk does not get the center shelf level in one of 3' end sections. • Add I7 36" x 30" and /or OB 48" x 30" manager's desk tops at top shelf level. • Refer to pages 9 and 10 for configurations of manager's desk. 8 42" t 36" Manager's Desk 72" Manager's Desk 36" MANAGER'S DESKS CONFIGURATIONS 36 "- , 30" 11 " I 1 — 2" 36" , 30" 9 48" Manager's Desk 1" n MANAGER'S DESKS CONFIGURATIONS 84" Manager's Desk 108" Manager's Desk GUIDELINES FOR ASSEMBLING RECEIVING STATION • Receiving Station size: 96 "W x 30 "D x 36 "H. • First build end upright assemblies by attaching two 36" "L" posts with 30" wide profile beams at the top, center and bottom shelf levels. • Attach 630" side cross braces to the end upright assemblies. See page 14 for cross brace installation steps. • Assemble receiving station by installing 96" wide profile beams at top, center and bottom shelf levels. • Attach three i 130" center supports at each shelf level to the rivets of the profile beams. Install OD 96" x 30" melamine shelves at the bottom and center shelf levels. • • Add fID 96" x 30" receiving station top at top shelf level. • Refer to drawing below for configuration of receiving station. Note: the receiving station does not have back cross braces. RECEIVING STATION CONFIGURATION 96" Receiving Station 11 96" wide I 16%" 6 3" GUIDELINES FOR ASSEMBLING PREP DESK • Prep Desk size: 96 "W x 30 "D x 84 "H. • First build bottom of prep desk by assembling end and center upright assemblies. Attach two sets of@36" "L" posts and one set® 36" 'T' posts with 030" wide profile beams at the top shelf level. Add ©30" low profile beams at the bottom and center shelf levels. Note: only one 48" section has center shelf level. • Attach ®30" side cross braces to the end upright assemblies. See page 14 for cross brace installation steps. • Assemble prep desks by installing ©48" wide profile beams at top shelf level. Attach ®E 48" low profile beams at the bottom and center shelf levels. Note: only one 48" section has center shelf level. • Attach 48" back cross braces to the back of the desk. See page 14 for cross brace installation steps. • Install 9C 48" x 30" melamine shelves at the bottom and center shelf levels. Note: only one 48" section has center shelf level. • Add 10B 48" x 30" prep desk tops at top shelf level. • Next build top of prep desk by assemblin end and center upri ht assemblies. Attach two sets of C)48" "L" posts and one set of 8" "T" posts with A 12" low profile beams at the top, center and bottom shelf levels. efer to configuration on pagel3 for shelf spacing. • Add 48" low profile beams at the top, center and bottom shelf levels. • Attach three 14" hangbars (one on each "L" Post and one on "T' post) 18" from top. • Install 96 48" x 12" melamine shelves at the top bottom and center shelf levels. • Mount the top of prep desk to the bottom (align in the back) and secure using the Desk Anchor Kit. Attach anchors on all six uprights. Refer to page 13 for desk anchor installation. • Refer to page 13 for configuration of prep desk. 12 48" 36" 48" FENDER WASHERS 1/4-20 NUT '�� ANCHOR CLIP DESK TOP ANCHOR LOCATION PREP DESK TOP PREP DESK CONFIGURATION 48" DESK ANCHOR KIT O 13 96" Prep Desk POST 1/4 -20 X 3/4" HEX BOLT F --30 "1 INSTALLATION OF CROSSBRACE Step 1 Mount 5@ 30" side cross brace assembly to both end upright assemblies. (1) pair on both ends of 96" high, 30" deep units. (2) pairs on both ends of 120" high, 30" deep units. Step 2 Bolt two ®cross brace straps together with one ©1 /4 -20 button head torx %" long screw and one ®A 1/4-20 stop nut and one washer. Step 3 Bolt to top and bottom of end upright assembly with one each 6B Y4 flat washer, and ® 1/4-20 stop nut. 14 DETAIL "A" 1/4-20 button head torx 3 /4" long screw, ANCHORING STATIONARY SHELVING TO FLOOR Note: For installation in Seismic areas, refer to Seismic Calculations for floor and wall anchoring. 1/4-20 KEPS NUT 1/4 WASHER ANCHOR CLIP CONCRETE ANCHOR LOCATION 1/4 "X 2" NAIL-IN / Detail A - Freestanding Layout 15 POST 7 Anchoring Stationary Shelving to Floor Step 1 Use one foot plate per "L" Post and two foot plates per "T" Post. PARTICLE BOARD SHELF Step 2 Attach foot plate to uprights using Y4 -20 x 1" bolt, Y4-20 kep nut and Y4 washer. Step 3 Anchor foot plate to floor using 2" nail - in, in Non - Seismic area or 3 Y4 Hilti II in Seismic areas. Note:. Floor anchors are required at every "L" Post and every "T" Post for freestanding shelving. See Detail A below. • • S • • • • A • • • A • • SHELF SUPPORT Floor Anchor Locations (TYP.) See installation guidelines above. ANCHORING STATIONARY SHELVING TO WALL Note: For installation In Seismic areas, refer to Seismic Calculations for floor and wall anchoring. S Detail B - Typical Wall Layout • 16 A Anchoring Stationary Shelving to Wall Note: Attachment method and type of fastener determined by wall material. Fasteners to be supplied by installer. Typical Attachment: Drywall Over Metal Framing Studs Step 1 Remove shelf from second to top shelf level. Step 2 Using two Tek Screws drill through low profile beam into metal stud. 2 fasteners per shelving unit. Note: Floor anchors are required at every "T" and "L" Post located away from wall for wall shelving. See Detail B below. A • . • Floor Anchor Locations (TYP.) See installation guidelines above. INSTALLATION OF STATIONARY SHELVING ON PERIMETER WALLS Air Duct z x 17 Water Pipe Air Conditioning Step 1 Locate the perimeter wall shelving on the floor plan. Assemble each section and relocate shelf supports to clear air ducts, water pipes and cold air return vents. Step 2 Field cut the angle posts to clear low air ducts, water pipes and beams. Note: Cut from top. Caution: Possibility of rough edge. Step 3 Several pipes can be enclosed in the racks by notching the particle board shelves as shown. Posi -Lock Track "V" Groove Track Heavy Duty End Stop MOBILE PARTS Carriage (36 ", 48 ", 72 ", 84" or 96 ") 18 In -Track Anti -Tip "V" Groove Track Posi -Lock Brake INSTALLATION OF IN -TRACK ANTI -TIP SYSTEM (FOR SEISMIC APPLICATIONS) General Notes 1. Installation of the In -Track Anti -Tip begins with the layout of the floor plan. It is imperative for the proper operation of the system that the tracks be parallel and square. On a two track system, the In -Track Anti -Tip is the rear track. On a three or more track system, the In -Track Anti -Tip track is the track second from the front. 2. The carriage with the anti -tip guide is designed to be inserted into the track after the track is in the approximate location, but prior to completely securing it to the floor. This will eliminate the need to disassemble the guide from the carriage. 3. The carriage is shipped completely assembled. Because of the anti -tip tab the carriages cannot be dropped down with the track in place; they must be slid on from one end. However, if the anti -tip guide assembly cannot be inserted into the track, it is possible to remove and reinstall the mount assembly. Loosen Y4 bolts and remove anti -tip brackets. Place carriage on track. Care must be taken to properly place the mounts tightly to the channel and angle of the carriage during re- assmebly. Re -use fasteners. J if 19 Anti -Tip Tab Assembly Tab held in place with 2-3/4. Bolts Anti -Tip Track .SET UP FOR INSTALLATION OF FIRST TRACK (FOR SEISMIC APPLICATIONS) Track Anti -Tip Track Track Step 1 Assemble one stationary unit at the end of the track run per layout. Use stationary shelving to assist in aligning track and mobile carriage. Place track 1 Y" from the wall. Step 2 Layout all track (use carriage to affirm track spacing by rolling carriage on loose track). The track closest to the wall will be no less than 1 Y2" from the rear edge of track to the wall. On a single section carriage, the In -Track Anti -Tip will be the rear track. On a two section carriage, the In -Track Anti -Tip will be the center track. Review the layout determining where the anti -tip track will lie. Position the track in place. 20 Track placed touching stationary shelving Step 3 Verify you will end up with 1 Y2" clearance from the wall and the stationary shelving to the track run when system complete. Step 4 When wall spacing has been met and the carriage moves freely the length of the track run, proceed to install the anti -tip track. , Step 4 Shim track as required. INSTALLATION OF IN -TRACK ANTI -TIP TRACK WITH STOPS (FOR SEISMIC APPLICATIONS) 1/4 "X 2" NAIL-IN / In -Track Anti -Tip "V" Groove Track Mid - Anchor Pin Hole EXTENSION Note: Track has been pre- assembled and match drilled for ease of assembly. Step 1 Use Y4 Hilti drill bit to drill holes in floor for the anti -tip fastening. Fasteners for the In -Track Anti -Tip are Hilti II's. Step 2 Using the pre - drilled holes in the track as a guide, drill Y4" holes into the concrete floor deep enough for the end fasteners. Step 3 Clean concrete dust from holes. Step 5 Hammer the fasteners through the end of the track into the floor. 21 Step 6 Confirm joints are still properly seated and track is straight. Step 7 Maintaining careful alignment of the In -Track Anti -Tip track, drill and install mid -track (Hilt! Kwik Bolt II) fasteners in every available anchor point in the track. The strength of the anti -tip is in the anchors. Make sure they are tightened properly. Install bumper on TWO ENDS of the In -Track Anti -Tip track. Note: Hole depth for Hilti Kwik Bolt must be consistent to prevent tripping hazard. INSTALLATION OF STANDARD AND POSI -LOCK TRACK WITH STOPS (NON- SEISMIC) Note: Track has been 1 /4"x 2" NAIL -IN pre- assembled and match drilled for ease of assembly. Anchor Pin Hole Standard "V" Groove Track Step 1 Place all the track sections in the designated area as determined by the Layout Drawings. The Posi -Lock Track will be the front (aisle) track. Step 2 Position the Posi -Lock Track with the chain slot forward, (against the aisle). Step 3 The carriage will be used to establish track center lines later in the installation process. Step 4 The chain for the Posi -Lock Track is 4" shorter than the track. It has been pre - ssembled with one fixed end and one adjustable end. Determine what side of the track run you will have access with the Allen wrench. Feed the adjustable end of the chain through the opposite end of the run. With all the Posi -Lock Track sections in place, install the Adjuster tee nut and Allen screw. Just loosely snug the screw. Position the remaining track runs. The rear edge of the track run closest to the wall should be positioned no closer than 1 W to the wall. Place a carriage on the track system to establish center lines of track. Be sure ends of track line up, square. 22 1/4"X 2" NAIL -IN Posi -Lock Track Mid - Anchor Pin Hole Step 5 Anchor the front (Posi -Lock Track). Be sure the track joints are tight, the track is straight and is parallel to the wall. Install end stop and midpoint anchors. Step 6 With the front track completely installed, re- confirm all tracks are parallel (by measuring) and rolling a carriage back and forth. Be sure they start and stop in the same place. Step 7 Use a'/" cement drill for all floor anchors. Be sure holes have been cleared of cement dust before installing anchors. Step 8 Secure all track sections with end stop and mid point anchors. Step 9 Snug the Allen screw until there is slight tension on the chain. CAUTION: DO NOT OVER TIGHTEN THE CHAIN. Over tightening the chain will stretch the chain pitch and the Posi -Lock Brake will not engage properly. 10 101 lol I III C � Iil , ,:)..0.kijui,Nvi lewww i eN910N915 FIXED END ■ MASTER UNK NON- ADJUSTABLE TEE TRACK ASSEMBLY WITH INTEGRAL LOCKING CHAIN CHAIN POSI -LOCK BRAKE SYSTEM FOOT BRAKE ASSEMBLY WITH POSmVE'LOCKING FINGERS' PC CARRIAGE ASSEMBLY CHAIN * MASTER LINK * MASTER LINK INSTALLED AT FACTORY 23 ADJUSTING END TEE ADJUSTABLE STUD ADJUSTING SCREW INSTALLATION OF POSI -LOCK BRAKE ASSEMBLY VIEW SHOWN IN UNLOCKED POSITION Step 1 The Posi -Lock Brakes are shipped in a separate accessory box. Step 2 The channels are pre - assembled with a mounting stud installed. NOTE: Washer and nut installed on stud. (Nut mounted backwards for shipping). Step 3 Remove nut and washer and install brake assembly. Stud goes through lower slotted hole in brake assembly. Step 4 Brake seats on channel over stud. Install 4 end screws, install washer and Y4 -20 star/washer nut and tighten. Step 5 Additional slotted holes and end extruded hole to be used in securing corner of shelving to corner brake assembly. NOTE: Position and secure shelving at brake corner first. 24 • INSTALLATION OF POSI -LOCK BRAKE ASSEMBLY 25 Note: Carriage as received. Remove and save nut and washer. These will be used to re- install brakes. Brake assembles are packed in accessory box. Position brake on stud. Rotate brake over corner. INSTALLATION OF POSI -LOCK BRAKE ASSEMBLY 26 Brake seated on lower screw. Install 2 upper screws and "SNUG" all 4 end screws. CAUTION: Verify that teeth of brake, when extended fall in center of chain slot. When verified tighten 4 end screws. INSTALLATION OF POSI -LOCK BRAKE ASSEMBLY 27 CAUTION: Verify that brake is seated on the center of the chain slot by moving brake up and down. Reinstall 1 /4" washer and nut. Tighten. Be sure when all fasteners are secured, teeth of brake in center of chain. Proceed to install shelving. 96" MOBILE UPRIGHT ASSEMBLY - FOLDED STORAGE: END & CENTER [ 1" f-1" 1A 1C JI 15" ff 15" 15" 15" 15" 18" J J J J J J J L L L �- J JL L 2" END CENTER End Uprights Step 1 - 96" High End Upright Assemblies Pre - assemble end upright assemblies using two 96" "L" posts and seven © 30" low profile beams at shelf levels. Step 1 - 120" High End Upright Assemblies Pre - assemble end upright assemblies using two 120" "L" posts and nine © 30" low profile beams at shelf levels. 28 4 12" 15" 15" 15" 15" 15" 15" 15" ET J J J J J J J JL JL J J J J J J J Li L Li Li L END CENTER Center Uprights Step 1 - 96" High Center Upright Assemblies Pre - assemble center upright assemblies using two 96" "T" posts and fourteen ©30" low profile beams at shelf levels (seven per side). Step 1 - 120" High Center Upright Assemblies Pre - assemble center upright assemblies using two 1 D 120" "T" posts and eighteen ©30" low profile beams at shelf levels (nine per side). • INSTALLATION OF UPRIGHT ASSEMBLIES ON MOBILE CARRIAGES 29 Assemble End and Center Upright Assemblies on Carriage Step 1 Install ®30" side cross braces on end upright assemblies. One set on 96 "H unit (shown above) and two sets on 120 "H unit. See page 14 for cross brace installation steps. Step 2 Install end and center upright assemblies to carriage using 1 Y 4 " tek screw at corners and 3" tek screw at centers. u • 96" (shown) or 120" INSTALLATION OF SHELVING ON MOBILE CARRIAGES Step 1 Assemble shelving units by installing j36" or ®48" low profile beams at each shelf level. Step 2 Install appropriately sized shelves at each shelf level except for top level. No shelf on top level. 30 96" (shown) or 120" • INSTALLATION OF SHELVING END PANELS ON MOBILE CARRIAGES ss; 31 2'/" 000••00 Detail A 0000 000. 000 • * 5y . 000000000 30" 000• 0 00000 CGC• CGCCC 000• 00000 000• O GCCCC Step 1 Shelving units should be centered on carriage. Pegboard goes on front and rear of carriage, inside of corners. Step 2 8' H shelving has 1 piece of pegboard, 10 shelving has 2 pieces of pegboard (1 with cut -outs, 1 without). Step 3 On left side lower corner of pegboard, GC to saw slot per drawing in Detail A. This provides clearance for brake. Step 4 1 O'H units use (9) bolts, (18) washers and (7) nuts per side. 8'H units use (7) bolts, (14) washers and (7) nuts per side. Note "." mandatory location of fasteners at corner edges and brake plates. "X" position is adjusted for best fit. 12 -03 -2008 JAMES MOORE 833 SE MAIN #242 PORTLAND OR 97214 RE: Permit No. D07 -478 457 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writinf and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/10/2009 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, J ' er Marshall Permit Technician xc: Permit File No. D07 -478 city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 06 -05 -2008 JAMES MOORE 833 SE MAIN #242 PORTLAND OR 97214 City of Tukwila RE: Permit No. D07 -478 457 SOUTHCENTER MALL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writinj and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 07/28/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall it Technician Permit File No. D07 -478 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -478 DATE: 12 -21 -07 PROJECT NAME: GILLY HICKS SITE ADDRESS: 457 SOUTHCENTER MALL X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buie gIIs n Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -27 -07 Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: /N 4 (r Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: E74 DATE: Planning Division Permit Coordinator n ❑ Not Applicable E Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required ❑ DATE: DUE DATE: 01 -24 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License HANLIRC962NQ Licensee Name HANLIN RAINALDI CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 602419302 Ind. Ins. Account Id TREASURER Business Type CORPORATION Address 1 6610 SINGLETREE DR Address 2 City COLUMBUS County OUT OF STATE State OH Zip 43229 Phone 6144364204 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/18/2004 Expiration Date 7/17/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DOUGLASS, GRANT L PRESIDENT 08/18/2004 HANLIN, MICHAEL 0 TREASURER 08/18/2004 RAINALDI, EDWARD M VICE PRESIDENT 08/18/2004 Look Up a Contractor, Electric • , n or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date httm. / /fnrfpzq wa onv/lni/hhin /nrintpr acnx9T.ir.Pnsp= HANT,TRC9F9 t)1 /1f / "ffR FLOOR PLAN G FLOOR PLAN MOVABLE S1- IELVING UNITS •, , ‘000 NINA MOVABLE SI- 1ELVING UNITS de O �> . � T 4 AZ : Revisions , 41 require subrrtittig arc may inciude adth''jona pia!*"r review fee6. FILE COPY PennIt Nos S AUTHORITIES HAVING JURISDICTION: BUILDING: 20% IBC MECHANICAL: 20% IMC ELECTRIC: 2003 NEC PLUMBING: 20% UPC FIRE: 20% IFC CONSTRUCTION CLASSIFICATION: BUILDING OCCUPANCY USE GROUP: SEISMIC: OCCUPANT LOAD: II -B M - MERCANTILE CATEGORY D 8465/30= 282 SALES 1525/300= 5 NON -SALES 282 +5= 287 TOTAL NOT RATED NOT RATED NOT RATED (1) HOUR RATED (60) MINUTE NOT RATED NOT RATED (1) HOUR RATED * GYP. BD. TERMINATES 6" BELOW PLUMBING FIXTURES REQUIREMENTS: WATER CLOSETS: 1 REQUIRED FOR MALE 1 REQUIRED FOR FEMALE LAVATORIES: 1 REQUIRED FOR MALE 1 REQUIRED FOR FEMALE FIRE PROTECTION: INTERIOR PARTITIONS: CEILING: COLUMNS: SERVICE CORRIDOR WALL: SERVICE CORRIDOR DOOR: SALES / NON -SALES DOOR: EXIT CORRIDOR: DEMISING WALL: URINALS: NOT REQUIRED DRINKING FOUNTAINS: (2) 51-IALL BE PROVIDED MOP /SERVICE SINK: (1) PROVIDED EGRESS REQUIREMENTS: (2) EXITS REQUIRED - (2) EXITS PROVIDED TRAVEL DISTANCE: 200' MAXIMUM FIRE PROTECTION: THIS BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. SPRINKLER HEAD DESIGN AND FIRE PROTECTION ENGINEERING CALCULATIONS FOR THE REMODEL OF THIS SPACE SHALL BE SUBMITTED UNDER SEPERATE PERMIT BY A SEPERATE CONSULTANT (LICENSED FIRE PROTECTION ENGINEER) AS APPROVED BY THE BUILDING OWNER. ACCESSIBILITY REQUIREMENTS: THE DESIGN OF THIS PROJECT IS INTENDED TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) - 1994 CABO / ANSI 117.1 AND LOCAL CODES CONCEPT 5 LEVEL I OF 3 SPACE #1550 S -lath St SOD fT1 CODE SYNOPSIS/ PROJECT DATA LOCATION PLAN WESTFIELD SOUTHCENTER w/NASI-IINGTON STATE AMENDMENTS w /WASHINGTON STATE AMENDMENTS w /NASI -I I NGTON STATE AMENDMENTS w /NASI- IINGTON STATE AMENDMENTS w /WASHINGTON STATE AMENDMENTS Eo3r►.S ffl tk C+r = Teed D r uY'ah€ cii6fi;DatatNauleg2O 1 RECEIVED DEC 212007 PERMIT CENTER TENANT ABERCROMB I E $ F I TCH 6301 FITCH PATH NEW ALBANY, OHIO 43054 (614) 283 -6500 TENANT'S REPRESENTATIVES DESIGNER MARY BELLETT (614) 233 -6766' MARY.BELLETT @ABERCROMB I E.COM PROJECT MANAGER TOM WALSI -I (614) 283 -7086 TI- IOMAS_WAL51-I @ABERCROMBI E.COM TENANT COORDINATOR JOS1-I KIMMEL WESTFIELD CORP., INC. 11601 W1LSI -TIRE BLVD., 12T1-1 FLOOR LOS ANGELES, CA c10025 TEL: (310) 6c13 -4761 jkimmei@westfield .com DEVELOPER WESTFIELD CORP. INC. 11601 WILSI -IIRE BLVD. 12TH FLOOR LOS ANGELES, CA c10025 TEL: (310) 478- -4456 FAX: (310) 575 -5911 ARCHITECT OF RECORD ND PARTNERS 7007 DISCOVERY BLVD DUBLIN, OHIO 43017 CONTACT: CATHY L. RAMONDELLI A.I.A. TEL: (614) 634 -7000 FAX: (614) 634 -7777 ENGINEER OF RECORD DUBLI , CONTACT: 1 kC) J 1N.DON /CRAIGE DEVAUGHN TEL: (614)634 -7000 FAX: (614) 634- 1117 STRUCTURAL ENGINEER ND PARTNERS 7007 DISCOVERY BLVD. DUBLIN, OHIO 43017 CONTACT: RYAN CONWAY TEL: (614) 634 -7000 FAX: (614) 634 -7777 UPDATED ELECTRONIC FILES FOR THIS PROJECT CAN BE VIEWED OR DOWNLOADED FROM TIE DIGITAL PLANROOM AT www.franklinimaging.com. VENDORS AND CONTRACTORS CAN CALL FRANKLIN IMAGING TO SET UP USER NAME AND PASSWORD (614) 885 -6844. AREA CALCULATIONS AFFROX. SALES AREA - APPROX. .\ ISSUE DATES PERMIT DATE: 9-15-2007 -2007 BID DATE: 9 -15 --2007 REVISIONS COMMENTS REVISION DIRECTIVE KEY L.L. - LANDLORD DIRECTIVE B.D. - BUILDING DEPT. DIRECTIVE T.D. - TENANT DIRECTIVE G.C. - CONTRACTOR DIRECTIVE JAN 10Z 9,990 SQ. FT. * INDICATES NO REVISION TI-IIS SI --IEET B.D. AND L.L. COMMENTS AND DESIGN UPDATES REGiSTE 0 ARCi DEC 18 2007 CONCEPT 5 STORE #115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 EL IT HEE