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HomeMy WebLinkAboutPermit D07-001 - PETCO - STORAGE RACKSPETCO 17200 SOUTHCENTER PY D07 -001 City of Tukwila Parcel No.: 2623049080 Address: 17200 SOUTHCENTER PY TUKW Suite No: Owner: Name: WIG PROPERTIES Address: 4811 134 PL SE , BELLEVUE WA 98006 Phone: Contact Person: Name: LESHYA WIG Address: 4811 134 PL SE , BELLEVUE WA 98006 Phone: 425 957 -4774 DESCRIPTION OF WORK: RACKING PERMIT Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: //www.ci.tukwila.wa.us Tenant: Name: PETCO Address: 17200 SOUTHCENTER PY, SUITE 100 , TUKWILA WA Contractor: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: (425)641 -2044 Contractor License No: WIGPRPL945N3 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -001 Issue Date: 01/23/2007 Permit Expires On: 07/22/2007 Expiration Date: Steven M Mullet, Mayor Steve Lancaster, Director Value of Construction: $0.00 Fees Collected: $375.06 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0019 doc: IBC -10/06 D07 -001 Printed: 01 -23 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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: Permit Center Authorized Signatur I hereby certify that I have read an governing this work will be complie Signature: Print Name: 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: httn: / /www.ci.tukwila.wa.us N Permit Number: D07 -001 Issue Date: 01/23/2007 Permit Expires On: 07/22/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Date: o 112N permit and know the same to be true and correct. All provisions of law and ordinances er specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perf mance of work. I am authorized to sign and obtain this development permit. Date: 1 — 2 ?- 0 L4 (112 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -001 Printed: 01 -23 -2007 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 9: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 Nw City of Tukwila Parcel No.: 2623049080 Address: 17200 SOUTECENTER PY TUICW Suite No: Tenant: PETCO 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 -001 Status: ISSUED Applied Date: 01/02/2007 Issue Date: 01/23/2007 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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 12: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 13: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot D07 - 001 Printed: 01 -23 -2007 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 be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 16: ** *MEANS OF EGRESS * ** - IFC Chapter 10 17: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 18: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 19: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 20: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 21: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 22: ***SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 23: Sprinkler density for the sales /storage areas to be EXTRA HAZARD GROUP 1 for class 4 commodities stored up to 12 feet high per NFPA 13, 2007 Edition, Table 13.2.1. 24: 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) 25: 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 doc: Cond -10/06 D07 -001 Printed: 01 -23 -2007 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) 26: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1900 - NFPA 72 27: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 28: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 29: ** *STORAGE PRACTICES * ** - IFC 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 30: Clearance between ignition sources, such as light fixtures, heaters and flame - producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 31: 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) 32: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 33: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 13- 12.3.1.13) 34: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: 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 D07 -001 Printed: 01 -23 -2007 Signature: Print Name: 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 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. /4 4 1.44 (,L96 Date: ` -23- D07 -001 Printed: 01 -23 -2007 Name: E -Mail Address: Company Name: Mailing Address: CITY OF TUKWILAr�., Community Developmen1,06partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Contact Person: — Sere. Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: 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 Address: a.r Tenant Name: e e .atGO Property Owners Name: CO i 43 "r cncb_c- ii&t.1 L- LC- — S5 Mailing Address: t st$'lt f L S F Q te- k€ A CONTACT PERSON who do we contact when your permit is ready to be issued keS11y 4i, IAA Mailing Address: SA0 AS c:A1 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) S 2f"tt�_ cs cx .) r Pic E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record V t PAte.;,k Vco Contact Person: nec IN" Pt E -Mail Address: ENGINEER OF RECORD -All plans must be wet stamped by Engineer of Record C� 3a 6 5 Pa ct C CJi7a ' Wi5t*., (tR bU- ity State Zip µi � Day Telephone: Fax Number: -- s- Q: ApplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Mechanical Permit °No. Plumbing/Gas Permit No. Public Works Permit No. Project No. `" 1 or office use only) King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: CR .... Yes ❑ ..No City Lic —SS is State Zip Day Telephone: 't 2519 S; — t `Al City State Zip Fax Number: 4 (25 /Q65 - L State City Day Telephone: Fax Number: Expiration Date: sec 1,, k-ee3) Zip City State Zip Day Telephone: 12S /g 21 — 2l etri Fax Number: Page 1 of 6 Valuation of Project (contractor's bid price): $ \O, t7t7C7 Scope of Work (please provide detailed information): Will there be new rack storage? E.... Yes 'rav de All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Egf Sprinklers ❑ Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety 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. . Q tApplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ��. 7 (L.CV:\Acv Qf9c-nit Existing Building Valuation: $ ❑ .. No If yes, a separate permit and plan submittal will be required. Compact: Handicap: ❑ None ❑ Other (specify) Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: 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 PLUMBING AND GAS PIPING "N:,RMIT INFORMATION - 206 - 431 - " <70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip 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 Int'l 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: Q:Upplications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 •;Applicable to all permits in this aj 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 OWNS )R AUTHORIZED AGENT: Signature: 14 Print Name: Mailing Address: Date Application Accepted: k t L) M8\■ V14‘ ,4N 't, S 01 1 01— I crl- Q:'Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Date: 1 ( 2 C 7 - Day Telephone: 4 125/ ' S 9 geitemt GA- 9l:ov6, State Zip Date Application Expires: Staff Initi is: (.r,pk../._ Page 6 of 6 Receipt No.: R07 - 00091 Initials: JEM User ID: 1165 Payee: WIG PROPERTIES, LLC -SS TRANSACTION LIST: Type Method Description 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 Parcel No.: 2623049080 Permit Number: D07 -001 Address: 17200 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 01/02/2007 Applicant: PETCO Issue Date: Amount Payment Check 1603 229.08 Account Code Current Pmts 000/322.100 224.58 000/386.904 4.50 Total: $229.08 Payment Amount: $229.08 Payment Date: 01/23/2007 10:52 AM Balance: $0.00 TOTAL 22O O8 - ....__. '•11.'' «. :.L� �.1 : t�L_ _mil =LC' doc: Receipt -06 Printed: 01 -23 -2007 Parcel No.: Permit Number: D07 -001 Address: 17200 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 01/02/2007 Applicant: PETCO Issue Date: Receipt No.: R07 -00006 Initials: JEM Payment Date: 01/02/2007 12:38 PM User ID: 1165 Balance: $229.08 Payee: WIG PROPERTIES, LLC -SS ACCOUNT ITEM LIST: Description doc: Receipt -06 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 TRANSACTION LIST: Type Method Description Amount Payment Check 1572 145.98 Account Code Current Pmts 000/345.830 145.98 Total: $ 145.98 Payment Amount: $145.98 3732 01/02 r10 TOTAL 145.98 • Printed: 01 -02 -2007 Project: Type of Insppeec— tii-on: Add ss: / 77r17 /f,� Date Called: --� Special Instructions: j Date Wanted: �� a.m. p.m. Requester: Phone No: ,X• 4S' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 *Approved per applicable codes. Corrections required prior to approval. COMMENTS: P// (Inspector !Date: El $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: • Project: �P �� Type of Inspections 170 /` i� - Add s: n pate Called: Special Instructions: 2- -0! 757,2401( Date W ted: , a a . -mom. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 07- 00 / COMMENTS: 'Inspect I Date:7 Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPE N FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Sout center Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Fue co !',tc Petco #TBA Madix Wide Span and Gondola Shelving Location: 17200 Southcenter Parkway Tukwila, WA Prepared For: Petco Pet Food and Supplies San Diego, CA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 30765 Pacific Coast Highway Malibu, CA 9026 Peter S. Higgins, S.E. Job Number 7933 December 16, 2006 This Document and the design it contains is copyright by Peter S. Higgins is provided as an instrument of service, and shall not be reproduced in the written permission of Peter S. Higgins and Associates. Notice to Building Departments If this calculation is submitted for building permit approval, it sha calculations as listed in the table of contents on the next page(s), an by all drawings listed in Section 1. All documents shall bear approp in ink of a contrasting color with the same Job Number Reference. signed across this block. I REPRODUCTIONS OF SIGNED COPIES REVIEWED FOR CODE COMPLIANCE l A nnnnVCE) JAN 19 2007 ®/ Of Tukwila BUILDING DIVISION CtN FTl KW, A JAN 0,2 2007 PERMITCENTER 17 DI- DO I Project: Petco #TBA December 16, 2006 ri 1 1 Reference Data 1 1.1 Scope of Review 1 1.2 Documents 1 1.2.1 Drawings 1 ,r . 1.2.1.1 By Peter S. Higgins and Associates 1 1.2.1.2 By Others 1 1.3 Loads 1 1.3.1 Vertical (Dead plus Live) 1 1.3.1.1 Wide Span Shelving 1 1.3.1.2 Gondolas 2 1.3.2 Seismic (IBC) 2 1.3.2.1 General (Section 1617.4.1) 2 2 Stability and Anchorage per IBC 2000 3 2.1 Basic Stability Considerations 3 2.2 Racks 3 2.3 Gondolas 3 3 Wide Span Shelving 3 3.1 Components and Geometry 4 3.2 Check Beams 4 3.2.1 Design Forces 4 '32.2 Beam Properties 4 3.3. Check. Posts (Dead plus Live Loads) 5 3.3.1 Load to Post 5 3.3.2 .Post, Properties (net section) 5 . .3.4 Longitudinal Seismic 5 3.4.1 Base Shear 5 3.4.2 Design Forces 5 3.4.3 Post - Combined Stresses 6 3.4.4 Beam Connections 6 3.4.4.1 Design Forces 6 3.4.4.2 Connection Capacity 6 '3.5 Transverse Seismic 6 3.5.J'Base Shear 6 3.5.2 Design Forces 6 3.5.3 Stability 7 3.5.4 Anchorage 7 3.5.5 Brace 7 3.5.5.1 Design Force 7 3.5.5.2 Brace Capacity 7 3.6 Slab on Grade 7 4 Gondolas 8 4.1 Vertical Loads 8 4.2 Components and Geometry 9 4.3 Check Arms 9 4.3.1 Design Forces 9 4.4 Check Posts (Dead plus Live Loads) 9 4.4.1 Load to Post 9 4.4.2 Post Properties 10 4.4.3 Post - Combined StresseF t F . # 10 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Table of Contents Job No. 7933 Sheet ii Project: Petco #TBA December 16, 2006 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 4.5 Base 10 4.6 Seismic 10 4.6.1 Base Shear 10 4.6.2 Transverse Forces 10 4.6.2.1 Stability 11 4.6.3 Longitudingal Seismic 11 4.6.3.1 Design Forces 11 • °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet iii Project: Petco #TBA December 16, 2006 1 Reference Data This calculation reviews the installation of storage racks and gondola shelving for structural adequacy. The sealing of drawings is for the structural review of the these items only. Other information is not reviewed, nor approved. 1.1 Scope of Review This calculation provides a complete review of the storage and display structures in the store. This level of detail may not be required by the City. IBC 105.2 exempts material less than 69" high from permit entirely. 2210 provides for the design of storage racks per ANSI MH16.1 (RMI Stan- dard), which lacks provisions racks less than 96" high. Accordingly, the building official may waive permit requirements for these fixtures entirely, and many do (indeed, this office has been engaged to do engineering less than half of the Petco Stores in the western United States in the past 11 years). However, the IBC is not entirely clear on the matter. Accordingly, many building departments have taken the position that units between 69" and 96" do require a permit, but a full engineering analysis is required only for units greater than 96" tall. If the City accepts this interpretation, then the reviewer need look no further than section 2 of the calculation. This simply reviews the units for stability and anchorage requirements. All units sat- isfy the IBC stability requirements by very wide margins (a unit +load would need to be at least 10' tall to violate this provision, which clearly is not possible). Accordingly, no'anchorage at all is required. This office requires anchorage of all machine loaded racks and fixtures in excess of any IBC minimum requirement. Therefore, the storage racks are required to be anchored. The gondolas cannot be machine loaded (the aisles are far too narrow to permit the entry of lift vehicles, even if they wished to employ them in the gondola areas), and need not be anchored. Sections 3 onward constitute the full engineering review, and are included only in case the City requires same as part of the permit process. 1.2 Documents 1.2.1 Drawings 1.2.1.1 By Peter S. Higgins and Associates PT - 2, MX - 1, MX - 3 1.3 Loads 1.2.1.2 By Others Petco Sheet F 1 Rev. 11/06/2006 1.3.1 Vertical (Dead plus Live) 1.3.1.1 Wide Span Shelving Loads per level = 1.5 kips per bay = 4.5 kips PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 1 Project: Petco #TBA December 16, 2006 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Design beams for 0% impact (hand loaded) 1.3.1.2 Gondolas Loads per level = 0.1 kips per side = 0.6 kips Design arms for 0% impact (hand loaded) 1.3.2 Seismic (IBC) All stores are designed as if the site is 5 km from a class A fault. Stores in a lower zonation are clearly OK by inspection. 1.3.2.1 General (,Section 1617.4.1) 0.14S < - V - S RT E W < SRI E W Revised formulation with RMI substitutions: per 1622.3.4 1.2S SDSIE 0.14S <_V — W < RT 213> R W Note: RMI specification results in a more stringent base shear requirement since: 1 7Tt2 .2 /3) > 1 For T> 0.58 sec. Given: Sips= ( 2 / SDI= (2/3)SM1 SMS = F SMI= F 0.107 0.125W VME— T.(2i3) <- 0.149W 0.125W braced 0.146 5_0.203W T may be determined by any rational method. For working stress designs: per 1605.3 R (6.0)(1.4) = 8.4 Moment Frame (4.4)(1.4) = 6.2 Braced Note: R values per RMI Specification Section 2.7.3 T = Structure Period (sec) W = Rack +(2 /3)Contents per 1622.3.4.2 For default soils: F 1.0; S 1.25 F 1.5; SI> 0.50 Here, for IE= 1.5 (essential facility or open to the general public) Substitution yields: °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 2 Project: Petco #TBA December 16, 2006 2 Stability and Anchorage per IBC 2000 2.1 Basic Stability Considerations D V H/2 2.2 Racks Minimum unit depth = 48" Maximum unit + load height = 132" (48" pallet) Maximum height to depth ratio = 132/48 = 2.8 < < 5.0 OK 2.3 Gondolas Minimum unit depth = 24" (perimeter single faced units) Maximum unit + load height = 96" (24" package) Maximum height to depth ratio = 96/24 =4.0 < < 5.0 OK 3 Wide Span Shelving PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS For a rigid body OTM < VH /2 < (0.20)WH/2 RM > WD /2 Incipient instability occurs when: OTM = RM or (0.20)WH/2 = WD /2 Thus, if ± P 0.20H < D or D/H > 0.2 EQ or H/D > 5 Unit is stable. ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 3 Project: Petco #TBA December 16, 2006 3.1 Components and Geometry W D W = max 96" a = max 42" b = max 42" c = max 42" Beam Type Standard 3.2 Check Beams 3.2.1 Design Forces = 9.0 inch kips 3.2.2 Beam Properties 1" 0.75" PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Z, W M< (2)(8) 0.50" Standard 0.69" D = 3.56 in S = 0.35 in I 0.68 in D H= max 120" D = 30 -36" l = max 36" Id= max 46 " Upright Type Standard l M Smin 0.6F = 0.38 in Say O.K. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 4 Project: Petco #TBA December 16, 2006 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Load to Post 3.3.2 Post Properties (net section) 00 r 1 .70" A 3.4 Longitudinal Seismic Substituting yields: T > 1.7 sec Thus: V < 0.125W 3.4.2 Design Forces P < 2.3k; V < 0.19k M < Va- (1.3)P < (0.19)(42) - (1.3)(2.3) = 4.0 inch kips PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS A =0.31 in S = 0.20 in r = 0.75 in 1 " Sy 0.14 in 0.50 1 r = 0.66 in P < (# of levels)(L) 2 = 2.3 kips l /r = 55 a /r 56 F 19.6 ksi P,= 6.lk M 4 4.8"k 3.4"k 3.4.1 Base Shear Determine Period - Rayleigh Method - IBC Method B. Derivation supplied upon request. Units: kips, inches, seconds Where: 1 LJ L 3 W = Load per level T ? (2 n 2 + 2 n + 1� L = Spacing between levels 2300 VVV I I = Moment of inertia of post n = Number of levels ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 5 (fixity due to width of base plate) Project: Petco #TBA December 16, 2006 3.4.3 Post - Combined Stresses 3.4.4 Beam Connections 3.4.4.1 Design Forces Mconn < 4.0 "k 3.4.4.2 Connection Capacity 2 " typ 3.5 Transverse Seismic 3.5.1 Base Shear Use Code Default Values V = 0.203W = 0.61k 3.5.2 Design Forces D V h' Pe D t V h' ± P EQ PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS P M Pa Ma M = 1.22 < 1.33 O.K. Standard Connection Effective throat of hook = 0.50" X 0.105" = 0.052 up Allowable Shear on Hook = 1.56 kips M (1.33)(1.56(2) = 4.2ink O.K. h' = 84 inches P 1.7 kips Note: Bracing shown is schematic - see this section, subsec- tion .2 for actual geometry. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 6 Project: Petco #TBA December 16, 2006 3.5.3 Stability PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Peg < PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. 3.5.4 Anchorage Use min. 1/4" diam. approved anchors. Minimum embedment 1.5" into slab. O.K. 3.5.5 Brace Diagonal Brace governs by inspection 3.5.5.1 Design Force P 1.1k 3.5.5.2 Brace Capacity t =18 ga F1.381 0.75 "= Anet= 0.15 in rmin = 0.29 in L k l F P (in) T (ksi) (k) 46 159 5.94 1.18 Say OK 3.6 Slab on Grade Q = 1.00 (Fy 36 ksi) K = 0.65 (fixed at each end on minor axis) °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 7 Project: Petco #TBA December 16, 2006 Treat slab as equivalent unreinforced square footing P 4 Gondolas B= 121 = 18. ' Qa) in Lc _ 1 B —b —t 12 2 = 0.42 feet M =( Qa1 '\ )(12) = 1.04 in kip /ft PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Where: P = 2.3 kips b = 4 in. (average) t = 4 in. f c = 2,000 psi Qa = 1.0 ksf 4.1 Vertical Loads General Hand Stack Merchandise. Density < 5 lbs /ft Design arms for max 100 lbs. S — (12)(t2) 6 = 32 in /ft M o = C = 0.033 ksi 5 4) TFc a c a lima = 1 .7 = 0.085 ksi O.K. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 8 Project: Petco #TBA December 16, 2006 4.2 Components and Geometry D D= maxl8in W = max 96 in H = max 120 in 4.3 Check Arms 4.3.1 Design Forces A“_(0.1)(-3) = 0.9 inch kips Min. 2" x 11 ga arm (S=0.16 in31 Ample 4.4 Check Posts (Dead plus Live Loads) 4.4.1 Load to Post One Side Loaded P <_ yWHD = 0.6 kips PD M5 2 = 6.3 inch kips PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS W Both Sides Loaded P < _2yHWD = 1.2 kips M = 0 inch kips M Smu, - 24 = 0.04 in 'Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 9 Project: Petco #TBA December 16, 2006 4.4.2 Post Properties 4.5 Base N V) 1.35" 1 .35" PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS L N A 0.69 in S = 0.67 in r 1.11 in S = 0.32 in r = 0.56 in 4.4.3 Post - Combined Stresses Base Shoe t = 14ga S = 0.68 in P M P M = 0.45 < 1.00 O.K. 4.6 Seismic 4.6.1 Base Shear V < 0.14W = 0.084 kips per side 4.6.2 Transverse Forces One Side Loaded Both Sides Loaded P < 0.6 kips P < 1.2 kips V < 0.084 kips V < 0.17 kips M < MD +L + VH /2 M < VH /2 = 11.1 inch kips = 9.7 inch kips kl /r < (1.5)(114)/1.11 = 154 F 6.3 ksi P = 4.3 M a .076-1( 2 0.1 —k M:= M_= 16.3" "k °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 10 Project: Petco #TBA December 16, 2006 P M P M = 0.69 < 1.33 O.K. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 4.6.2.1 Stability One Side Loaded Governs By Inspection H/2 OK BY INSPECTION 2 H erz OTM < (VH /2) = 4.8 inch kips RM > (PD /2) = 5.4 inch kips Stable - No Uplift Anchors provide added F.S. P M P M = 0.73 < 1.33 O.K. Use min. 1/4" diam. ICBO approved expansion anchors. Minimum embedment 1.5" into slab. 4.6.3 Longitudingal Seismic Forces resisted by shear panels 4.6.3.1 Design Forces V < 0.20W = 0.126 kips Shear per foot of panel < V/4 = 0.032 kips per foot 1/4" Fiberboard Min. #8 TEKS @ 8" O.K. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 7933 Sheet 11 X CO 1/4" BOLT tyP Max. 96" T Min. Std. Beam - Typ • • 4 v FRONT SIDE WIDE SPAN SHELVING ELEVATIO SEE INSTALLATION DRAWINGS FOR LOCATION IN STORE C3x1 x0.5 /x 12 g SEISMIC BRACE Used in lieu of back panel. Pass -Thru units ONLY f 30 - 36" 0 X CS Max. 48" o ' r FRONT SIDE PASS -THRU GONDOLAS Uprights have no backboards Shelves and arms shown dashed for clarity GENERAL NOTES TER A STRU 30765 DR CO W I G AN D I BY SI.NED ILDI G P LIST :E • AS UR CIFIC 31 fr • IGGINS CIATES GINEERS C HIGHWA CA 91265 589 -17 :,1 ESIGN AR CO RIGHT. I17EN PER - ION ONLY. ('PIES ONLY ARE VALID FOR IT APPLICAT ON. DRAWING NED ACROSS THIS BLOCK. DATE II c 10 -8 -03 DRAWN CHECKED APPROVED P. H. L Max 2 " O N N 2 r + --- -- • r FILE COPY TYPICAL GONDOLA ELEVATION SEE INSTALLATION DRAWINGS FOR LOCATION IN STORE FR DI' NT 3. The shelving locations shown are schematic. A unit may have any number of arms or shelves in any position on the uprights if the above load limits and beam spacings are not exceeded. PETCO #TBA 17200 SOUTHCENTER PKWY TU KWI LA, WA GONDOLAS AND SHELVING SIDE PLAAVa CODE COMPLIANCE A " ^rinucra - ' . 6N 1 9 2007 Ci tl f Tu wila B� DIVISION 1. This drawing shows typical unit material and geometry of the gondola she ving only. See Petco fixture plan for location within store. See Higgins Drawings MX -1, and MX -3 for details of the gondola and shelving components. 2. ALLOWABLE LOADS: Gondolas Maximum Display 100 lbs per level, 600 lbs per side Pass Thru 200 lbs per Ieve1,1,200 lbs per side Shelving Maximum 1,500 lbs per level Maximum 4,500 lbs per bay oof 4. The material shown is the minimum size where a choice of components is available. RECEIVED Larger /heavier components may be substituted. CITYOFTLIKINILA 5 This drawing strictly applies only to material regulated by building code (usually > 96" JAN 02 2007 to the top loaded level). Clearly, smaller units will also qualify for approval. However, • . orage requirements should not be enforced on these units. PERNIITGENTER Issue Date: December 16, 2006 Job 6 7933 Drawing # PT -2 TYPICAL CONFIGURATIONS GENERAL NOTES 1. This drawing shows standard details of the gondola product line only. Main structural elements only are shown. Numerous secondary and non structural components are omitted for clarity. See engineer approved installation drawings (same Job Number) for components used, special details, arrangement, dimensions, and site specific information. 2. The installation drawings govern over this drawing. UNO, this drawing applies solely to fixtures regulated by Building Code (normally >96" to the top loaded level). 3. MATERIAL Steel - ASTM A1008 Class HSLA Grade 50 UNO Bases and arms Class CS Grade 40 Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50% stress levels) Concrete anchors shall be ICBO approved types. e.g. Hilti Kwik Bolt (ICBO RR #4627) ITW Ramset/Red Head (ICBO RR #1372), LDT (ICBO RR #5890) Gunnebo Taper -Bolt Sup -R -Stud (ICBO RR #3219) Powers /Rawl Power Bolt (ICBO RR #5225), Wedge Bolt (ICBO RR #5788) Embedment shall be minimum 6X nominal fastener diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments shown on the installation drawing govern over the sizes shown on this drawing. 4. Bases shall be anchored in the manner shown in detail 4. i) Shoe Type: Replace leveling screw with assembly shown. Fasten to slab using one of the anchor types of note 3. Single sided units shall have an anchor at the base front and post. Double sided units shall have an anchor at the end of each base. ii) Slip On Type: Slide plate over leveling screw and anchor using one 3/8" diam. expansion anchor per note 3. Single sided units shall have an anchor at the base front and post. Double sided units shall have an anchor at the end of each base. 5. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 1.0 KSF. 6.5 "x0.5 "x12 ga (0.105 ") Bar 7/16" Diam. Holes AAA TYPE 4.00" H Face Stock j --u-0.3. 1.82" 0.63" 12 ga (0.105 ") Bar 7/16" Diam. Holes SLIP ON TYPE U) N Column typ> 1/8 V BASE ANCHORAGE See Note 4. Anchor diameter shall be 1/16" less than minimum hole dimension. ELEVATION PLAN VIEW BASE SHOE TYPE Leveling Screw DOUBLE SIDED SINGLE SIDED ' EXPIRES ANCHORAGE PATTERN Anchors may be on either side of unit. Alternate direction of AAA type from unit to unit 0 U) CV 1.35" P 7— 18 ga Min. 0.16" POST (Fy= 50ksi) ARM (t= 0.121 ") GINS AN AS • -�►" I ES S RUC R ' E GINEERS � 765P•; Fl CO HIGHWAY M •� IBU 3 4 -589 :1 DRAW A DESIG ' A E COP IGHT. COPY a BY RITTE PE MIS ON ONLY. WET ` G E ' OPIE ONL - VALID FOR BUI Ne •E•MIT • •PLICATION. DRAWING M . ST BE SI a NE ' ACROSS THIS BLOCK. DATE 8 -4 -02 DRAWN CHE ED APPRO ED P. H. FRONT RECEIVED CITY OFTUKWI JAN 02 2001 PERMITCENTER 1/4" Fiber Board -typ #8 TEKS © 8" around perimeter TYPICAL ELEVATIONS 1/4" Spot Weld typ i ` • 11 ga BRACKETS NS, FS, typ BASE 0 PETCO #TBA 17200 SOUTHCENTER PKWY TU KW I LA, WA MADIX GONDOLAS STANDARD DETAILS 1.35" Issue Date: December 16, 2006 Type H t Ix Sx Standard 3.56 14 ga 0.68 0.35 ` Heavy Duty 4.87 14 ga 1.45 0.55 , GENERAL NOTES r1 1.38 CONN. t =18 ga BRACE DIMENSIONS UNITS: INCHES UNO 1. This drawing shows standard details of the rack product line only. See engineer approved Installation drawings (same Job number) for components used, special details, arrangement, and site specific information. 2. The installation drawings govern over this drawing. 3. MATERIAL Steel - ASTM A1008 Grade 40 UNO Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50% stress levels) 4. Concrete Anchors shall be ICC approved types. e.g. Hilti Kwik Bolt (ICC RR #2156, 4627) ITW Ramset/Red Head (ICC RR #1372), LDT ( #5890) Gunnebo Taper -Bolt Sup -R -Stud (IC RR #3219) Powers /Rawl Power Bolt (ICC RR #5225), Wedge Bolt ( #5788) Embedment shall be minimum 6X Bolt Diameter. Other similar anchors may be used if ICC approved. The anchor types, sizes, and embedments shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 1.00 0.75 1.00 BEAMS 0 to DIMENSIONS AND PROPERTIES UNITS: INCHES UNO Min. 1/2" net throat per hook Hooks at 2" C -C 3 hook connection shown 2 hook connection used on standard beams. BEAM - COLUMN CONN. 12 ga typ Type As Sx rx ry Regular 0.31 0.20 0.75 0.66 AW OPYI WET SI BUILDIN MUST BE 1.70 COLUMNS 14 ga DIMENSIONS AND PROPERTIES NET SECTION - UNITS: INCHES UNO 30765 TE STRU S. H D ASS TURA ACIFIC MA 310 - G AND D G BY WRI NED COP PE 0 BU 5 S • ExPIRESMAR 2 1 20 1 1 0.072 INS :I EERS HI t. HWAY � 781 ARE COPYRIGHT. Vf PERMISSION ONLY. S ONLY ARE VALID FOR APPLICATION. DRAWING NED ACROSS THIS BLOCK. DATE 4 -27 -06 D WN CHECKED APPROVED P. H. Bolt -In Type t =12 ga, 5/16" Diam Bolt BASE PLATE PLATE MAY BE WELDED TO POST OR OPTIONAL REINFORCING PIECE ti FRONT TYPICAL ELEVATIONS SEE INSTALLATION DRAWINGS FOR SITE SPECIFIC INFORMATION Min. 3/8" Anchor (1 per post) typ PETCO #TBA 17200 SOUTHCENTER PKWY TU KW I LA, WA MADIX WIDE SPAN SHELVING TYPICAL DETAILS SIDE CD 1/8 STANDARD t =11 ga PLATE MAY BE WELDED TO POS OR OPTIONAL REINFORCING PIEC C RECEIVED O TUKWILP JAN 0;2 2007 PERMITGENTER Issue Date: December 16, 2006 Job # 7933 Drawing # MX -3 ■ 06 -04 -2007 LESHYA WIG 4811 134 PL SE BELLEVUE WA 98006 RE: Permit No. 007 -001 17200 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this 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, 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 Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be In writine 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 07/22/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall, Permit Technician xc: Permit File No. D07 -001 city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Brenda Holt - FW: Petco Racking Permit Extension Request Page 1 From: "Leshya Wig" < leshyawig @wigproperties.com> To: "'Brenda Holt "' <bholt @ci.tukwila.wa.us> Date: 09/13/2007 8:45 pm Subject: FW: Petco Racking Permit Extension Request Hi Brenda, I received a call frc m Petco indicating that their racking permit expired. Did Petco receive misinformation? Please see below and let me know if you can. Thank you f- your help as always! Sincerely, Leshya Wig - - -- Original Message From: Leshya Wig [mailto :leshyawig @wigproperties.com] Sent: Tuesday, June 19, 2007 4:16 PM To: 'Bob Benedicto' Subject: RE: Petco Racking Permit Extension Request Thank you and tha lk you for taking the time to meet with us today! Original Message From: Bob Benedicto [mailto:bbenedicto @ci.tukwila.wa.us] Sent: Tuesday, June 19, 2007 10:44 AM To: Leshya Wig Subject: Re: Petco Racking Permit Extension Request Leshya, Done! Permit will be extended 180 days from the current expiration date. »> " Leshya Wig' - leshyawig @wigproperties.com> 06/12/2007 4:47 pm »> Hi Bob, Please find attached a letter requesting an extension on the Petco Racking Permit (Do07 -001). Please let me know if I need to bring in a hard copy of this letter to you as well Thank you, Leshya Wig Wig Properties LLB Office: (425) 957 -4774 Fax: (425) 865-8613 ACTIVITY NUMBER: D07 -001 DATE: 01 -03 -07 PROJECT NAME: PETCO SITE ADDRESS: 17200 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit'Issued DEPART ENTS: B • g 0 'vision Public Works Complete Comments: Notation: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Am/ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S INITIALS: Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator DUE DATE: 01-04-07 Not Applicable ❑ Permit Center Use Only • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: Approved ❑ Approved with N4 No further Review Required DATE: Planning Division DUE DATE: 02 -01 -07 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License WIGPRPL945N3 Licensee Name WIG PROPERTIES LLC -SS Licensee Type CONSTRUCTION CONTRACTOR UBI 602392950 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 4811 134TH PL SE Address 2 City BELLEVUE County KING State WA Zip 98006 Phone 4256412044 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/23/2006 Expiration Date 8/23/2008 Suspend Date Separation Date Parent Company Previous License SEATADC016JH Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WIG, MANMOHAN K PARTNER/MEMBER 08/23/2006 Bond Amount WIG, PRISCILLA P PARTNER/MEMBER 08/23/2006 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS Look Up a Contractor, Electrician 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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WIGPRPL945N3 01/23/2007 TOTAL SQUARE FOOTAGE ` /0001011 kW 2,610 :ruI oaioe 86 6a a 248 as /Waft roar 730 7•• 000efefilM 585 7,5 +doe. 101 s7 warms lire. 192 srs Sep. riser 13,023 WW2 MO slim 15,014 tun • i6 GP4 Gonddo 45 %.1r CPS Condole irea?z4r GPe Gadde Sra30%41( CP7 Oondole 76r00 GPs Caidola 78 I GP8 Condo s'slrear • Go ndde 4r3O2'JQ0' CPI) Condole 120 4rs4r GP12 Goodie 1201a30ra44r OPI3 Gondds I20r3130r06 W14 Canddo 3S a4s' r Co ids 48 CPI Condors Sen01 an Condole sen22 - 230 • Condole r � , Iooac 1:=111111131 Jr4 +.mow %Wi■ Tol f DV /I eSAIIMIN ', ∎ \ \_ • FIXTURE KEY CODE WALL UNITS VS Wall UM 84 4 Wad UnIt 12Verfaidr• CI Condole s4 • CPI . ... $4 02 Condda scoria* CP2 Oondde S4's10%48' 03 Caddo ira1ra r CP3 Conddo S4'slOr.0O BREAK ROOM OFFICE RIFE IS %eE 1111.1ls MIS 1E111311>; Oli lass C011111 NEE MEt1R G,S - G15 G1S �'� G15 615 ®� , .- Gi5 1:11113111. 7 ; "WI• it ' a i • II,eilipp GROOMING RECEP11O 407 *018 Rape. MR Von BOUTIQUE fed le 4Me. der /S dfa TWIN I Sr-s Ie► BIRD B lvd Room - complete Col Cage 3 1w Cd Cage 2 Dm CdCe -e Voow A16 BIM Petterll• SW Potter -4• AV/ xw SMALL ANIMAL REPTILE AQUATICS GROOMING CHECKOUT LEGEND 0 Mr ri ll 'Wm° 66%22".30' 0rd2's4r ARS Freeze* Ilk l I aw Wye id es � Mari . 1.1 Tea TIM nos Nee Sr& • e Ilona J M Isla: w ~ fre papaw Ipoten roeormion Ai n t o in sC d•i l' ownow INK if led b. i 1R WIC POE in A Ole erect. Oct sane Wee. Soso WIVE w c.f11 5! re ant - Mime Owl r1 !Weedy - rear. n.ec 611 Id os.ea.. Oiea_ �trR-ffr.e Oda i�t�rii Tirc_ 4kd Omit WELLNESS AREA /SUPPLY ROOM Gendeds a4'a2or�6 Gondola I as'x2anc 2 •o- FBI= PUN MINED 01ER *.I C ' vlbaR-6001E rtOCRrSwI011w atoms Mtn oft NOR - Vic I Video - Var. 2 • FRO POSED UTILITY (QCAT%S. -1 4fRSY VIM a ARN. V. OMENS RESTROO ivy ENC RCCel �.' r J I h4lr:..: u;E CC C E: E S LC zNE.3 PRE- -SALES TOTAL PRESALES AREA -- 781 SF •w i rt -- JANITOR CLOSET "410 ti _ (116( . 1` NJW)O VOID • 2 11' -1 186` -- 172 -3 • • 742 R E'i ED 9f 4/ a Manna r c'nmees shall be made to the scope . - :::: %:About prior apps sl c: 7:::::%•113 Cuid:ng Div:,: 1=E: req re a nea end 1413y Lidude additional plan renew fees. !MIA t.1- ) REVIEWED CODE COMPL1 JAN 191C0? 01 rnE Permit No. Plan totem approval b subject b ems and wisdom A7— d eanstzx on doarnents does not wheats We violation c eny act codeo� m erino c R a app[+Obt'd F; ; 0 YJ7 c ccn ,, BY Date: 1— 2 Cry of Tukwila HEWED B ILDING DlVISIODIVISION c[ v JAN 02 A i PERMITCENIER PD1-001 • R � CE ; Of Tukwila BUILDING DIVI RECEIVED DEC 152006 PETERS. HIGGINS &ASSOC. IRE 2 2007 MB I KB S. 119118 I ASSODINS mom 0361ITIK =LW KM 7933 It 19 JOB MOM DATE DATE- MiIMlS / 1 11/06/2006 0 A 0 A 0 A A 0 0 Q A A 0 A A A 0 A 0 A 0 D a W d Ce W Ie zw w w � z O o� D (5) 0 o ? 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