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HomeMy WebLinkAboutPermit D08-186 - COSTCO - STORAGE RACKSCOSTCO 400 COSTCO DR D08 -186 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Tenant: Name: COSTCO Address: 400 COSTCO DR , TUKWILA WA Owner: Name: SADE PAUL+ELEANOR Address: 585 POINT SAN PEDRO RD , SAN RAFAEL CA 94901 Phone: Contact Person: Name: TODD MCLEAN Address: PO BOX 12750 , MILL CREEK WA 98082 Phone: 206 - 276 -1723 DESCRIPTION OF WORK: RACK STORAGE doc: IBC -10/06 CitAbf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Contractor: Name: OWNER AFFIDAVIT - JEREMY COOK FOR COTSCO Address: Phone: Contractor License No: Value of Construction: $0.00 Fees Collected: $239.63 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0019 * * continued on next page ** Permit Number: D08 -186 Issue Date: 04/25/2008 Permit Expires On: 10/22/2008 Expiration Date: D08 -186 Printed: 04 -25 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Start Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: J / J\ , I hereby certify that I have read and The granting of thi const Signature: Print N• e: doc: IBC -10/06 or e pe City IIPTukwila 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 N EvIrne_s Volumes: Cut 0 c.y. Private: Profit: N Private: Lt governing this work will be complie whether specified herein or not. D08 -186 Date: • Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: D08 -186 04/25/2008 10/22/2008 ed this permit and know the same to be true and correct. All provisions of law and ordinances does not presume to give authority to violate or cancel the provisio of any other state or local laws regulating ance of work. I am authorized to sign and obtain this developmen pe , g. Date: 7'S vn This penult 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. Printed: 04 -25 -2008 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Tenant: COSTCO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 0 • 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: D08 -186 Status: ISSUED Applied Date: 04/10/2008 Issue Date: 04/25/2008 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: 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. 7: ** *FIRE DEPARTMENT CONDITIONS * ** 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 10: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (IFC 2302) 11: Where storage height exceeds 15 feet and ceiling sprinlders 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 sprinlder at the 15 foot elevation of the column, (c) ceiling sprinlder density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 12: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 13: 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) doc: Cond -10/06 D08 -186 Printed: 04 -25 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 14: Pallets shall be stored no higher than 6 feet (1.8 m). Each pallet pile of no more than four stacks shall be separated from other pallet piles by at least 8 feet (1.4 m) of clear space or 25 feet (7.6 m) of commodity. Idle wood pallets shall not be stored in racks. (NFPA 13- 12.1.9.1.2) 15: Aisles in sprinldered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 m in area, that area accessible to the public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1) 16: The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mrn) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. (IFC 2306.9.2) 17: Warehouses designed for high -piled stock shall establish and maintain aisleways of not less the 44 inches to provide access to all exits and fire department access doors. (IFC 2306.9.1.1) 18: 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 sprinldered areas of buildings. (IFC 315.2.1) 19: 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) 20: 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 nun) 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) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: 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) 23: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 24: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 25: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) doc: Cond -10/06 D08 -186 Printed: 04 -25 -2008 • 0 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 26: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 27: 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) 28: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * * continued on next page ** D08 - 186 Printed: 04 -25 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. doc: Cond -10/06 D08 -186 D 4 1/ z / ordinances governing or local laws regulating Printed: 04 -25 -2008 CITY OF TUKWIL.4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cttukwila.wa.us King Co Assessor's Tax No.: ,,Z 3O - 90 (3 Site Address: #4 $ o Z $ Tenant Name: Property Owners Name: eQ$ 2 -tic kAtcL Mailing Address: l 1- ...f,/¢14 CONTACT PERSON — who do we con ct when yo ur permit is ready to be issued. Name: DP , F' Day Telephone: / Mailing Address: .b • 1275 / reectaix- City -7 E -Mail Address: 2 ix /i ' J & ifS7'/ ?/1 4P1 Fax Number: GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD 1 ans mus be mped by Archlteet of,lRecord Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: NGINEER OF RECORD I us be e t' stamped by Engineer of Company Name: ,tom Mailing Address: 30 ��4�C Q. ea "i fed / / 1 eJ ( e City Day Telephone: Contact Person: E -Mail Address: JS Q \Applicationsworms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Perna, No. Mechanical Permit No. Public Works Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print* * Suite Number: Floor: City Fax Number: New Tenant: fl .... Yes 40 992 State 2.06 -Z /7 / W 9AbgZ., State Zip State State State Zip Zip Zip "ozoc' Zip Page 1 of 6 BUILDING PERMIT INFORTION 206 -431 -3670 Valuation of Project (contractor's bid price): $ i c6a) Scope of Work (please provide detailed information) ijZ4. I Existing Building Valuation: $ Will there be new rack storage? .... Yes ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1 Floor 2°° Floor Floors thru Basemen tructu Accessory Attach gr Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck riot Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION'NOT — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Signature: Print Name: 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 Mailing Address: peo. &,C /275 " I Date Application Accepted: Q:\Applications\Forms- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh Date: Day Telephone: 2662 /7 /Vi 6 W / 9foge_ City State Zip Date Application Expires: (Q i O - V{—!a --�� Staff Initials: G Page 6 of 6 atur NTS .Qty t Fixture T.ypeZW:- • F' ... .. e z ur . * ? i • : - , • Eix tire` e: Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash foun Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirec waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single hea ap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water sy m — per drain (inside ilding) Water heater and/or vent dditional medical gas i ets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or eration of water piping /or water treating equip t Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Numb Valuation of Plumbing work ( contracto bid price): $ Valuation of Gas Piping work (contractor' . id price): $ Scope of Work (please provide detailed info ion): 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 bein stalle d the quantity below: Q,1Applications\Fonns- Applications On Line13 -2006 - Permit Application.doc Revised 9 -2006 bb City Day Telephone: Fax Number: Expiration Date: Zip Page 5 of 6 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO Receipt No.: R08 -01136 Initials: WER User ID: 1655 Payee: J HUGHES CONSTRUCTION ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10507 239.63 000/322.100 000/345.830 000/386.904 RECEIPT Account Code Current Pmts Total: $239.63 Permit Number: D08 -186 Status: PENDING Applied Date: 04/10/2008 Issue Date: Payment Amount: $239.63 Payment Date: 04/10/2008 03:26 PM Balance: $0.00 142.50 92.63 4.50 1'41 04/10 7 "11 TOTAL 239.63 doc: Receipt -06 Printed: 04 -10 -2008 Pro Type of Inspection: ° Ad re sO,N v Date Called: Special Instructions: Date Wanted: Vim? 1.110-ra , Requ • Phone No: SPECTION RECORD Retain a copy with permit INSPrCTION NO. CITY OF TUKWILA BUILDING DIVISI ON 6300 Southcenter Blvd.,r#100, Tukwila, WA 98188 C DOS '06 PERMIT NO. (206)431 -367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ?P�►� -�( i nspector: $60 11 ' EINSPECTION FEE REQ RED. Prio to inspection, fee must be paid - 6300 Southcenter Blvd., Suite 100. C. 11 to schedule reinspection. (Receipt o.: Date: 2 / 'Date: bra •y Vii < ? "sSS AhX _.aa „ Project: C D Sprinklers: Type Inspection: Address: t c, 6 c c o Suite #: 2 Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspecction: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Are: Permits: Occupancy Type: u� x. �K�' ei3a: c^.£ v�r.•. �.. 5�'=' �-*:• in`++ . �nNY +!SM.•fl<r.' +..,+.L"+3i.� - ++ ° J: w-! isz. �'!`.tt<3c'stix;':rs�.si.idix_ :S4 -i• �t ..e.n�= :YtIMfcP'�rnc •>^ �. �' 6/ 55iNi..sti[a- °F- a..iT• 1 INSPECTION NUMBER proved per applicable codes. INSPECTION .RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 ry, N PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 ri Corrections required prior to approval. COMMENTS: 14* oe Inspector: /7, I Date: f o / i / o e• Hrs.: $80.00 REINSPECTION FEE REQUIRED.' You will receive an invoice from the i of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 FE permit wt r . • Costco #06 Excel Racks Location: 1160 Saxon Drive Tukwila, WA Peter S. Higgins, S.E. Prepared For: Costco Wholesale Incorporated Issaquah, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 30765 Pacific Coast Highway Malibu, CA USA 90265 (310) 589 -1781 APR 2 2 2008 Cl Of Tukwila BUILDING DIVISION — REVIEWED FOR CODE COMPLIANCE APPROVED Job Number 8427 April 2, 2008 This Document and the design it contains is copyright by Peter S. Higgins and Assoc is provided as an instrument of service, and shall not be reproduced in any fashio written permission. Notice to Building Departments If this calculation is submitted for building permit approval, it shall con calculations as listed in the table of contents on the next page(s), and shall by all drawings listed in Section 1. All documents shall bear appropriate se in ink of a contrasting color with the same Job Number Reference. The signed across this block. REPRODUCTIONS OF SIGNED COPIES AR I AL-I1 DOB I B( RECEIVED APR 10 2008 PERMIT CENTER Project: Costco #06 April 2, 2008 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Table of Contents 1 Reference Data 1 1.1 Scope of Work and Codes 1 1.2 Drawings 1 1.2.1 By Peter S. Higgins and Associates 1 1.2.2 By Others 1 1.3 Loads 1 1.3.1 Vertical (Dead plus Live) 1 1.3.2 Impact Loads of Machine Loaded (Pallet /Selective) Racks 1 1.3.3 Seismic 3 2 3 Level Racks (Main Merchandise Area) 3 2.1 Components and Geometry 4 2.2 Check Beams 4 2.2.1 Design Forces 4 2.2.2 Beam Properties 4 2.3 Check Posts (Dead plus Live Loads) 5 2.3.1 Vertical Load 5 2.3.2 Second Order Effects 5 2.3.3 Post Properties (net section) 6 2.3.4 Post Demand, Capacity and Combined Stress Check 6 2.4 Longitudinal Seismic 6 2.4.1 Base Shear 6 2.4.2 Design Forces 8 2 Post - Combined Stresses 8 •s • • - 2.4:4 Connections 8 V :? -: 24'41 Design Forces 8 r - . 2.4.4.2 Connection Capacity 9 s 2 Displacement Checks 9 2.4..1 ode Discussion 9 2.4 Displacement Demand 9 +.; 2.4.5.3 Rotational Demand 9 2.4.5.4 Connection Rotational Capacity 9 2.5 Transverse Seismic 9 I-- . 2.5.1 Base Shear 9 2.5.2 Design Forces 10 2.5.3 ',Post Capacity 10 2.5.4 Stability 10 2.5.5 Anchorage 10 2.5.6 Brace 10 2.5.6.1 Design Force 10 2.5.6.2 Brace Capacity 10 3 Merchandise Display 2 Level Racks 11 3.1 Components and Geometry 11 3.2 Check Beams 11 3.3 Check Posts (Dead plus Live Loads) 11 3.3.1 Vertical Load 11 3.3.2 Second Order Effects 11 3.3.3 Post Properties (net section) 12 3.3.4 Post Demand, Capacity and Combined Stress Check 12 3.4 Longitudinal Seismic 12 3.4.1 Base Shear 12 ®Copyright by Peter S tggtns'arid AS ociates. Pr 'ded as atfinst '4 ent of service. Copying by written permission only. Job No. 8427 Sheet ii Project: Costco #06 April 2, 2008 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 3.4.2 Design Forces 13 3.4.3 Post - Combined Stresses 13 3.4.4 Base Plate 14 3.4.5 Beam Connections 14 3.4.5.1 Design Forces 14 3.4.5.2 Connection Capacity 14 3.4.6 Displacement Checks 14 3.4.6.1 Code Discussion 14 3.4.6.2 Displacement Demand 15 3.4.6.3 Connection Rotational Demand 15 3.4.6.4 Connection Rotational Capacity 15 3.5 Transverse Seismic 15 3.5.1 Base Shear 15 3.5.2 Design Forces 15 3.5.3 Post Capacity 15 3.5.4 Stability 16 3.5.5 Anchorage 16 3.5.6 Brace 16 3.5.6.1 Design Force 16 3.5.6.2 Brace Capacity 16 4 2 Level Racks (10' Tall) 16 4.1 Components and Geometry 17 4.2 Check Beams 17 4.3 Check Posts (Dead plus Live Loads) 17 4.3.1 Vertical Load 17 4.3.2 Second Order Effects 17 4.3.3 Post Properties (net section) 17 4.3.4 Post Demand, Capacity and Combined Stress Check 18 4.4 Longitudinal Seismic 18 4.4.1 Base Shear 18 4.4.2 Design Forces 19 4.4.3 Post - Combined Stresses 19 4.4.4 Beam Connections 19 4.4.4.1 Design Forces 19 4.4.4.2 Connection Capacity 19 4.4.5 Displacement Checks 19 4.4.5.1 Code Discussion 19 4.4.5.2 Displacement Demand 19 4.4.5.3 Connection Rotational Demand 20 4.4.5.4 Connection Rotational Capacity 20 4.5 Transverse Seismic 20 4.5.1 Base Shear 20 4.5.2 Design Forces 20 4.5.3 Post Capacity 20 4.5.4 Stability 20 4.5.5 Anchorage 20 4.5.6 Brace 21 4.5.6.1 Design Force 21 4.5.6.2 Brace Capacity 21 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Shcct iii Project: Costco #06 April 2, 2008 1.2.2 By Others Costco Wholesale Project No. 93- 0440 -21 Sheet A1.01 Rev. 11.02.07 (rack arrangement) 1.3 Loads 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. 8427 Sheet 1 1 Reference Data 1.1 Scope of Work and Codes This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. Note: the single level rack is exempt from building permit (although it easily satis- fies seismic criteria). This is an addition/remodel of an existing store reviewed by this office per the following history: Original review: March 1994 (Job No. 1427, as Price /Costco, this store has been relocated) Relocated /converted to Costco racks: September 1999 (Job No. 3855) Remodeled: December 2000 (Job No. 4731) Remodeled: August 2005 (Job No. 7272) Freezer /Cooler Addition: March 2008 (Job No. 8427, this work) All racks were installed under permit, and remain qualified. Only new material is reviewed here. IBC, ASCE /ANSI 7, AISI /ANSI 5100, RMI /ANSI MH16.1, FEMA 460 are used for design. 1.2 Drawings 1.2.1 By Peter S. Higgins and Associates CW -1, EX - 1.3.1 Vertical (Dead plus Live) Load per pallet = 2.5 kips Design beams for 25 % impact 1.3.2 Impact Loads of Machine Loaded (Pallet /Selective) Racks Conservatively assume beams are simply supported UNO. Note: rack nomenclature is some- what different than standard structural notation. Here L = Load on the beam (usually expressed in terms of a unit or pallet load), W = Width of the bay (or span of beam). Take 25 % impact of a single pallet as a UDL on th of span. There are two beams supporting each level (one front, one rear). Accordingly, each two pallet wide beam supports one pallet load on the full span, plus 1/8 of a pallet load on half of the span. Project: Costco #06 April 2, 2008 W/2 r L/8 W/2 1 . / //',. • / L . 1 / 1 Mnp /, I PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Impact Load Full Vertical tiCal Load Reactions 17L/32 Sheol Moment 361 W M ma x — 2560 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 2 Project: Costco #06 April 2, 2008 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 1.3.3 Seismic Zone 5 Ss < 2.05, SI < 0.91 ASCE 7 9.14 (Ref 9.14 -25) V=C = W; C SDs V _IESDS W S s — R /IE R Within the constraints SDI < SDs 0.0443DS 1 E _ C (R /JE)T R /1E Yielding: 0.044SDsIEW _V— (R /I )T 14/ < ( %] Given: SDs = (2 /3)SMS SDI = ( 2 /3)SM1 SMS = F SM = F R = 4 Braced Frame = 6 Moment Frame T = Structure Period (sec) W = Rack +(2 /3)Contents per 1622.3.4.2 For default soils: F 1.0; Ss > 1.50 F 1.5; S > 0.80 Here, for I 1.5 (essential facility or open to the general public) Results in: 0.228 0.009W <_ V moment — . W < 0.342W 0.090W < braced 0.341 0.513W T may be determined by any rational method. 2 3 Level Racks (Main Merchandise Area) ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 3 Project: Costco #06 April 2, 2008 2.1 Components and Geometry W C b a ' /.i /,z. 1 2.2 Check Beams 2.2.1 Design Forces G _ M 2560 = 51.8 inch kips 2.2.2 Beam Properties 7/8' �► T5124 W = 105" a = 60" b = 60" c = 60" Beam Type T5124 1.63" 2.50" PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 0.066" 361 WL D H S = 1.10 in I 2.94 in H = 180" D = 34" l = 54 I 46" Upright Type F35 l d M S m i n < (1)F y , = 0.96 in O.K. Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 4 Project: Costco #06 April 2, 2008 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Vertical Load 2.3.2 Second Order Effects PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS rl P Deflection H3 H2 A= 1P 12E1 r+ 2K9 Second Order Notional Moment PA TIP( H H MP - 2 2 ` 12E1 + 2K e ) Define: M ( H 1 s— 12E1, + 2Ke) To acceptable accuracy: primary + ) PH \ + 2 � ° / M aoltonal = M r,mar 1 s = �1 — 1 L s P (11 of levels)(L) 2 = 7.5 kips = 10.5 kips factored Total Elastic Column = Column + Deflection Deformation Primary Notional Moment (base fixity assumption verified below) M primary 1 1P - 2 Rigid Body Rotation Ktheta comprised of the beam end stiffness in series with the connector stiffness yielding: Klh = ((K Lam/ 1 \K With: _ 6E1 K bearn L beam Kconn from tests or published literature ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 5 Project: Costco 1106 April 2, 2008 2.3.3 Post Properties (net section) 3 X - - -- 3 ,, I t 2.3.4 Post Demand. Capacity and Combined Stress Check Capacity Lx 60 in Ly 42 in SRx 47 SRy 39 Fn 48.1 ksi phiPn 36.0 kips phiMnx 51.2 inch kips phiMny 34.5 inch kips Stability Kconn 4000 in- kip /rad Ibeam 2.94 in'4 Lbeam 108 in Kbeam 4737 in- kip /rad Ktheta 2169 in -kip /rad s 0.22 Demand n 0.005 P 10.5 kips H 60 in Mnot 2.0 in -kips Comb Stress 0.33 2.4 Longitudinal Seismic PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS F35 t = 0.115 in X A 0.88 in S = 0.98 in r 1.28 in Sy = 0.66 in r 1.08 in 2.4.1 Base Shear Determine Period - FEMA 460 Appendix A T =2rt r For a rack with a constant load per level and spacing between beams: N = number of levels W W W pihpi i =1 kckbe � k b k co C kc +k„ + /V b k b +k„)) ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 6 Project: Costco #06 April 2, 2008 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS h = spacing between beams If the height of the pallet is conservatively ignored, then: h = ih and recalling that: N Simplifies the basic equation to the following expression: T 2= 6 (N)(N+ 1 )( 2 N+ 1 ) NWh N(N +1)(2N +1) 6 kckbe k Nc kc +kba N6 kb *kce Conservatively ignoring the more lightly loaded end uprights, for a long row of rack: N 2N Nb = 1 k= k /2 = ic e (i.e. the interior posts dominate the response in a long row) Which allows a further simplification to: T = 2n Wh + 1)(2N +1) 1 2gk N` kck k kbkkce)// Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 7 Variable Value Units Description Wpi 5.00 kips Weight per level per bay h 60 in Spacing between levels hpi in Height of level i above floor N 3 number of levels g 386 in /sec "2 acceleration due to gravity Nc 6 number of connections kc 4000 in -k /rad rotational stiffness of connector kbe 5329 in -k /rad rotational stiffness of beam end Nb 1 number of base plates kb 8000 in -k /rad rotational stiffness of base plate kce 4181 in -k /rad rotational stiffness of column E 29000 ksi Youngs modulus lb 2.94 in "4 Moment of intertia of beam Ic 1.44 in "4 Moment of intertia of column Lb 96 in Length of beam (bay width) Yielding T= 1.6 sec Project: Costco #06 April 2, 2008 Thus: V < 0.142W 2.4.2 Design Forces P < 7.5k; V < 0.71k Va/2 < M < Va- (3.5)P + MnX / (fixity due to width of base plate) < (0.71)(60) - (3.5)(7.5) + M /1.4 > (0.71)(60)/2 + M /1.4 = 21.3 + 1.4 = 22.8 inch kips 2.4.3 Post - Combined Stresses 2.4.4 Beam Connections 2.4.4.1 Design Forces PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS P M Pa Ma = 0.65 < 1.00 O.K. ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 8 Mconn < 21.3(1 +2/3)/2 = 17.7 "k (notional column demands not carried to connectors) Project: Costco #06 April 2, 2008 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2.4.4.2 Connection Capacity 2.4,5 Displacement Checks 2.4.5.1 Code Discussion This is a forthcoming code requirement. It is not yet mandatory. 2.4.5.2 Displacement Demand From FEMA 460 D gSmiT _ (386)(1.2)(3.9) - 30.5 in 4n 411 2.4.5.3 Connection Rotational Demand From FEMA 460. For 48" loads s cow" — D 30,5 180 + 48 _ 0.13 rad emax = 0.194 rad O.K. 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values V = 0.513W = 5.13k Standard Connection Connections tested in accordance with ANSI MH16.1. Ultimate capacity = 27.0 inch kips. ( i)Mu = 17.6 inch kips. O.K. 2.4.5.4 Connection Rotational Capacity From testing per ANSI MH16.1 (new protocols), conservatively ignoring the beam flexibil- ity: ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 9 Project: Costco #06 April 2, 2008 2.5.2 Design Forces D f 2.5.6 Brace u) ± P E Q 2.5.3 Post Ca a cit P + P 30.3 kips < *Pn OK 2.5.4 Stability TBolt = (Net OTM /D) /2 = 3.9k 2.5.5 Anchorage Use min. 1/2" diam. approved anchors. Minimum embedment 3.5" into slab. O.K. 2.5.6.1 Design Force P 7.4k 2.5.6.2 Brace Capacity V h' 14 ga PETER S. HIGGINS AND ASSOCIATES ' CONSULTING STRUCTURAL ENGINEERS 0 .25" Peq L k1 Fer 4Pn (in) r (ksi) (k) 46 78 34.6 8.83 O.K. Job No. 8427 Sheet 10 h'= 160 inches OTM < 820 inch kips RM > 540 inch kips Net OTM = 280 inch kips P OTM /D = 22.8 kips Note: Bracing shown is schematic - see this section, subsec- tion .2 for actual geometry. Anet= 0.26 in r = 0.59 in (K = 1.0 governs) r 0.35 in (K 0.65) Q = 1.00 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Castro #06 April 2, 2008 3 Merchandise Display 2 Level Racks 3.1 Components and Geometry W W = 105" a -b = max 96" Beam Type T5125 3.2 Check Beams OK per section 2.2 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Vertical Load 3.3.2 Second Order Effects See section 2.3.2 for derivation. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS H = 120" D = 34" l 54 ld= 56" Upright Type F35 P< (# of levels)( 2 = 5.0 kips = 7.0 kips factored Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 11 Project: Costco #06 April 2, 2008 3.3.3 Post Properties (net section) 3" X - - -- 3" I I t 3.3.4 Post Demand, Capacity and Combined Stress Check Capacity Lx 60 in Ly 42 in SRx 47 SRy 39 Fn 48.1 ksi phiPn 36.0 kips phiMnx 51.2 inch kips phiMny 34.5 inch kips Stability Kconn 4000 in- kip /rad Ibeam 2.94 in "4 Lbeam 108 in Kbeam 4737 in -kip /rad Ktheta 2169 in -kip /rad s 0.28 Demand n 0.005 P 7.0 kips H 96 in Mnot 2.3 in -kips Comb Stress 0.24 3.4 Longitudinal Seismic PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS F35 t = 0.115 in X A 0.88 in S = 0.98 in r = 1.28 in S = 0.66 in r = 1.08 in 3.4.1 Base Shear See section 2.4.1 for derivation of period. Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 12 Variable Value Units Description Wpi 5.00 kips Weight per level per bay h 96 in Spacing between levels hpi in Height of level i above floor N 2 number of levels g 386 in/sec"2 acceleration due to gravity Nc 4 number of connections kc 4000 in -k /rad rotational stiffness of connector kbe 5329 in -k /rad rotational stiffness of beam end Nb 1 number of base plates kb 8000 in -k/rad rotational stiffness of base plate kce 2613 in -k/rad rotational stiffness of column E 29000 ksi Youngs modulus lb 2.94 in" 4 Moment of inertia of beam Ic 1.44 in''4 Moment of intertia of column Lb 96 in Length of beam (bay width) Yielding T= 1.5 sec Project: Costco #06 April 2, 2008 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Job No. 8427 Sheet l3 Thus: V < 0.149W 3.4.2 Design Forces P < 5.0k; V < 0.50k M < Va/2 + M /1.4 < (0.50)(96)/2 + M /1.4 = 23.9 + 1.7 = 25.5 inch kips 3.4.3 Post - Combined Stresses P M P M = 0.69 < 1.00 O.K. (fixity due to width of base plate) Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco #06 April 2, 2008 3.4.4 Base Plate Use min. 1/2" diam. approved anchors. Minimum embedment 3.5" into slab. 3.4.6 Displacement Checks PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS B 0.85f'c —7/16" car,, HS rivet typ Standard Connection O.K. 2 Anchor Footplate From equilibrium: (D)(e)(0.85 f',) = +T ( IV — aJ(T)+ (14.1 —2 (P +T)= M For: W =bin D = 5 in a = 1 in Simultaneous solution yields: e = 0.69 in. T = 0.84 kips O.K. Job No. 8427 Sheet 14 3.4.5 Beam Connections 3.4.5.1 Design Forces Mconn < 23.9(1+1/2)/2 = 17.9 "k (notional column demands not carried to connectors) 3.4.5.2 Connection Capacity Connections tested in accordance with ANSI MH16.1. Ultimate capacity = 27.0 inch kips. 4M = 17.6 inch kips. 3.4.6.1 Code Discussion This is a forthcoming code requirement. It is not yet mandatory. ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco #06 April 2, 2008 3.4.6.2 Displacement Demand From FEMA 460 D gSMr7'_ (386)(1.2)(3.6) _28.2 in 4n 4n 3.4.6.3 Connection Rotational Demand From FEMA 460. For 48" loads D 28.2 ° " " ter 180+ 48 A max =0.194 rad O.K. 3.5 Transverse Seismic 3.5.1 Base Shear Use Code Default Values V = 0.375W = 2.5k f PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS — 0.12 rad ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. 3.4.6.4 Connection Rotational Capacity From testing per ANSI MH16.1 (new protocols), conservatively ignoring the beam flexibil- ity: 3.5.2 Design Forces D - -► _ V h ' Peg= V h'= 184 inches 3.5.3 Post Capacity P + P = 22.5 kips < OPnP ° = V OK Job No. 8427 Sheet 15 OTM < 629 inch kips RM > inch kips h' Net OTM = 449 inch kips P = OTM /D = 17.5 kips Note: Bracing shown is schematic - see this section, subsec- ± p tion .2 for actual geometry. 1 EQ Project: Costco #06 April 2, 2008 3.5.4 Stability TB o i t = (Net OTM /D) /2 = 6.2k 3.5.5 Anchorage 3.5.6 Brace 3.5.6.1 Design Force Pb 5.3 3.5.6.2 Brace Ca an city 1" i 0.25" In t 14 ga 4 2 Level Racks (10' Tall) PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Use min. 1/2" diam. approved anchors. Minimum embedment 3.5" into slab. O.K. L k 1 Fcr 4Pn (in) T (ksi) (k) 46 78 34.6 8.83 O.K. Anet= 0.26 in r = 0.59 in (K = 1.0 governs) r = 0.35 in (K = 0.65) Q = 1.00 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 16 Project: Costco #06 April 2, 2008 4.1 Components and Geometry W = 105" a -b = max 60" Beam Type T5125 4.2 Check Beams OK per 2.2 4.3 Check Posts (Dead plus Live Loads) 4.3.1 Vertical Load 4.3.2 Second Order Effects See section 2.3.2 for derivation. 4.3.3 Post Properties (net section) 3 X 1$ PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS X D P < (# of levels)(L) 2 = 5.0 kips = 7.0 kips factored F18 t = 0.095 in A = 0.48 in S = 0.47 in r = 1.20 in Sy = 0.27 in r = 0.66 in H = 120" D = 34" 1y = 50" 1d= 54" Upright Type F18 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 17 Variable Value Units Description Wpi 5.00 kips Weight per level per bay h 96 in Spacing between levels hpi in Height of level i above floor N 2 number of levels g 386 in /sec "2 acceleration due to gravity Nc 4 number of connections kc 4000 in -k /rad rotational stiffness of connector kbe 5329 in -k/rad rotational stiffness of beam end Nb 1 number of base plates kb 8000 in -k /rad rotational stiffness of base plate kce 1253 in -k /rad rotational stiffness of column E 29000 ksi Youngs modulus lb 2.94 in "4 Moment of intertia of beam Ic 0.69 in "4 Moment of intertia of column Lb 96 in Length of beam (bay width) Yielding T= 1.6 sec Project: Costco #06 April 2, 2008 4.3.4 Post Demand, Capacity and Combined Stress Check Capacity Lx 60 in Ly 42 in SRx 50 SRy 64 Fn 41.1 ksi phiPn 16.8 kips phiMnx 24.5 inch kips phiMny 14.1 inch kips Stability Kconn 4000 in- kip /rad Ieam 2.94 in "4 Lbeam 108 in Kbeam 4737 in- kip /rad Ktheta 2169 in -kip /rad s 0.42 Demand n 0.005 P 7.0 kips H 96 in Mnot 2.9 in -kips Comb Stress 0.54 4.4 Longitudinal Seismic PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 4.4.1 Base Shear See section 2.4.1 for derivation of period. ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 18 Project: Costco #06 April 2, 2008 4.4.5 Displacement Checks PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Thus: V < 0.146W 4.4.2 Design Forces P < 5.0k; V < 0.49k Va/2 < M < Va- (3.5)P + M (fixity due to width of base plate) < (0.49)(60) - (3.5)(5.0) + M /1.4 > (0.49)(60)/2 + M /1.4 = 14.6 + 2.1 = 14.6 inch kips 4.4.3 Post - Combined Stresses —7/16' clan, HS rivet typ P M P M = 0.98 < 1.00 O.K. Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. 4.4.5.1 Code Discussion This is a forthcoming code requirement. It is not yet mandatory. 4.4.5.2 Displacement Demand From FEMA 460 D= gSM1T _ (386)(1.2)(2.3) _ 18.0 in 4n 4n .5) 4.4.4 Beam Connections 4.4.4.1 Design Forces Mconn < 14.6(1+1/2)/2 = 11.0 "k (notional column demands not carried to connectors) 4.4.4.2 Connection Ca ap city Standard Connection Connections tested in accordance with ANSI MH16.1. Ultimate capacity = 23.0 inch kips. 4M„ = 15.0 inch kips. O.K. Job No. 8427 Sheet 19 Project: Costco #06 April 2, 2008 O.K. 4.5 Transverse Seismic 4.5.1 Base Shear Use Code Default Values V = 0.513W = 3.42k 4.5.2 Design Forces D f 4.4.5.3 Connection Rotational Demand From FEMA 460. For 48" loads D 18.0 °C ORR H,o, 120+48-0.11 rad 4.4.5.4 Connection Rotational Capacity From testing per ANSI MH16.1 (new protocols), conservatively ignoring the beam flexibil- ity: 0.= 0.194 rad V ± P EQ h' 4.5.3 Post Ca ap city P + P 16.4 kips < OPn OK 4.5.4 Stability TBolt = (Net OTM /D) /2 = 3.2k 4.5.5 Anchorage PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS = Vh' P e Q D ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Use min. 1/2" diam. approved anchors. Minimum embedment 3.5" into slab. O.K. Job No. 8427 Sheet 20 h' = 120 inches OTM < 410 inch kips RM > 180 inch kips Net OTM = 230 inch kips P OTM /D = 11.4 kips Note: Bracing shown is schematic - see this section, subsec- tion .2 for actual geometry. Project: Costco #06 April 2, 2008 4.5.6 Brace 4.5.6.1 Design Force Pbr< 5.3k 4.5.6.2 Brace Capacity 1 " PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Anet= 0.26 in 0.25" r = 0.59 in (K = 1.0 governs) r 0.35 in (K 0.65) 14 ga L k I Fcr 4Pn (in) r (ksi) (k) 54 91 29.0 7.54 O.K. Q = 1.00 Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8427 Sheet 21 RE: Permit No. D08 -186 400 COSTCO DR 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 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 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 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 writing 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 10/22/2008 , 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, PZ n t Technician xc: 09 -08 -2008 TODD MCLEAN PO BOX 12750 MILL CREEK WA 98082 Permit File No. D08 -186 Cary 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 ACTIVITY NUMBER: D08 -186 DATE: 04 -10 -08 PROJECT NAME: COSTCO SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ' y � O Bull ing" Division Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Structural Incomplete Structural Review Required Approved with Conditions kifi Fire revention VAt n DUE DATE: 04 -15 -08 DATE: DATE: Planning Division Permit Coordinator Not Applicable No further Review Required u `r L.1 DUE DATE: 05 -13 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Apr 2,5 08 107:11a V7 L J uu STATE OF WASHINGTON) ) ss. COUNTY OF KING 2. V V . 02 l ! 1V1 I rVIJa Ill ■ /s. u uu CITY OF TUXWILA Department RfCommanitu Development 6300 Southeenter Boulevard, Tukwila, WA 98388 Telephone: (206) 431-367o FAX (206) 431 5665 . 8- -mail: tokij p Ltukwila.wa,ut AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION ease print' , states as follows: 1. I have made application for a permit from the City of Tukwila, Washington. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under No. , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform constructio work. Owner /Owner's Agent Permit Center/Building Division 206 431 -3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 PERMIT NO: D o S - l g� Signed and sworn to before me this day of Residing at Name as commission My commission expires: (. bir p.3 Apr 25 08'47:12a V-. e.,. VV {,... .J7 s. . N. r ...., a . .,.,, uw. 18.27.090 Exemptions, The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington. or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the r ina:zed or legal owner, or by a mobile/manufadm eel home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating than into, or consuming them in the performance of, the work of the , contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price • of which for labor and materials and. all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or manor operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor, to. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry • . ....,. p.4 raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; IL' An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person worldng on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her owe property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work io or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 25. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequal Pied as required by RCW 47.=.•070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair workto actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile/manufactuted homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 28. An entitywho holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like•in•kiud replacement of a household appliance or other small household utilisation equipment that requires limited electric power and limited waste and/or water connections. 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X • OT PLAT L J J I - I r-r -T- �- 1 L - -J -- • EXISTING • 15' X 34" DEEP UPRIGHTS HAVE 5' X 8" X 318' FOOT- PLATES rT - Tr -- T T - T - T - 1 == = . = _ =_ I-1 +TT II I I I I 1 1 1 1 1 I Li 1 1 1 1 1 1 1 1 1 1 1 1 — • EXISTING • 15' X 3f DEEP UPRIGHTS HAVE 5' X 8• X 3/8" FOOT PLATES rTT7 rl7 I 1 - 1 1 11 1 1 11 1 I I F- -•{ I I 1 11 1 1 1 1 1 I- TT-I - -1 1 11 1 1 11 I L LiJ Lll] • EXISTING • 15' X 34 DEEP UPRIGHTS HAVE 5" X 8" X 3/8" FOOT - PLATES - T - T - T - T -- I - - = --- 1 -- = 1 = H =`1 = * +H LJ_ -J_ _J-- J-- J- -J --. _J- J_J - T I = 1 +H 1 L 1 1 I 1 I 11 J • EXISTING BULK STORAGE • 15' X 34" DEEP UPRIGHTS HAVE 5 X 8" X 3/8" FOOT- PLATES • EXISTING BULK STORAGE • 15' X 34" DEEP UPRIGHTS HAVE 5' X 8" X 3/8" FOOT•PIr1TE5 n LJ I_ 1• • TTT T - r 'l H ++ I + + + + + + +H h + + + + + + + + + +H 1- + + + + + + + + + +H L J— J_ — J— L J— J— J— J— J— J AREA OF WORK 1'AL STORAGE FABRI WITH THE SATISFI 15' HIGH X 34" 3 5' HIGH X 34" 1 FOOT ALL 105" LO USING 14 G CONCRETE A APPROVED —x REC ..IVED MAR ^ I PETERS. HI G 3INS & ASSOC. RACKING NOTES CKING IS DESIGNED AND TED IN ACCORDANCE MI SPECIFICATIONS AND I S AWS REQUIREMENTS EP UPRIGHTS HAVE 5" X 8" X " FOOT- PLATES EP UPRIGHTS HAVE 3" X 4 LATES 3/8" THICK = EAMS FEATURES 5" FACING TEEL W/3 - PIN CONNECTOR CHOR BOLTS %z " X 4 %z" ICBO OR ZONE 4 SEISMIC LOADS cope COMPLINKE iar review approval is subject to errors and omissions pproval of construction documents does not authorize e violation of any adopted code or ordinance* Ripe approver" "' Id C.7 y and conditions is ackno.? d ed Cit of Tar a LUDIN D !SON #6 TUKWILA, WA A 1160 SAXON DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313 -8100 www.costco.com REVIEWED PETER S. HIGGINS & ASSOCIATES APPRnvEO CONSUITING STRUCTURAL ENGINEERS 8 4 2 7 APR 0 2 '08 JOB NUMBER KEY PLAN DATE tO BL 9 A1.01 RUSSELL H. HAZZARD, ARCHITECT i`10 changes shallbe a approval Morn o work without prior T ukwila Building Div iSi0P .. NOTE: Revisions wilt ravine a new n1r^r1 ,1111. and may include additiona plan r `. `µc DATE 11_02_07 © Mrdva"rryG2 Ardilrethre; N1 rights nmemeg. NO port Pt 0 0 PP„urnent may de reproduced in arty form or by ony means w Meta ponnissfon in writing from MWV000yG2 AMitst0 tl. DESCRIPTION ISSUE FOR PERMIT 93-0440 -21 PM: CHRISTINA PUZON DRAWN: CMP FLOOR PLAN RECEIVED APR 10 20 ?ERMIT OENTEF GENERAL NOTES 1. This drawing shows typical unit material and geometry. See Price /Costco fixture plan for location within store. See Higgins Drawings EX -1 for details of the rack components. 2. ARRANGEMENT Not all configurations may be installed. A unit may have any number of beam levels if the loads per bay and the maximum spacings shown are not exceeded. 3. MATERIAL Components shown are minimum sizes. Larger /heavier components may be substituted. 4. ANCHORAGE Use anchors per US -1, or US -2 UNO Zone 4: Use min. embedment of 3.5" for 3 Level Racks W rn 2 0_ r 105" 34 -42" T 1 J FRONT SIDE MERCHANDISE DISPLAY RACKS Upright: Min. F35 Seismic Footplate (8 "x5 "x3/8 ") Beams: T5124 -105 Maximum Loads: 5,000 lbs per Level 10,000 lbs per Bay 0 co [EXPIRES MAR 2 1 2010 I ' 0 0 a5 2 - r' 105" FRONT 2 LEVEL RACKS Upright: Min. F18 Seismic Footplate (8 "x5 "x3/8 ") Beams: T5124 -105 Maximum Loads: 5,000 lbs per Level 10,000 lbs per Bay ' CO; Y P. ER S. HIG INS SSOCI ES TRUCT R EN' INEERS 3075 'Ar IFIC i OA AY M LIEU, CA : 65 9 -1' 81 DR ING D DE G' ARE COPYRIGHT. CO °YINGB WRI :.; PERMISSION ONLY. W: SIGNE ONLY ARE VALID FOR BJILDINGP•RMI PPLICATION. DRAWING UST BE SI• D ACROSS THIS BLOCK. DATE 8 -22 -07 DRAWN CHECKED APPROVED P. H. 34 -42" SIDE 0 N T 0 0 X 2 R FOR CODE COMPLIANCE APPROVED BUI IN APR 2 2 2008 ukwila IQ( 105" L j 1 3 LEVEL RACKS tO8 19b FRONT Upright: Min. F35 Seismic Footplate (8 "x5 "x3/8 ") Beams: T5124 -105 Maximum Loads: 5,000 lbs per Level 15,000 lbs per Bay COSTCO #006 1160 SAXON DRIVE TU KW I LA, WA STORAGE RACKS TYPICAL CONFIGURATIONS 34 -42" SIDE 0 0 00 RECEWED APR 10 2008 PERMIT CENTER Issue Date: April 2, 2008 Job # 8427 Drawing # ow - 1 i Type A B d t Sx , Ix T2250 2.25 2.00 0.88 0.075 0.29 0.36 T2936 2.94 2.00 0.88 0.062 0.44 0.61 T2937 2.94 2.00 0.88 0.085 0.50 0.79 T3600 3.50 2.50 1.63 0.062 0.59 1.10 T3874 3.88 2.50 1.63 0.062 0.65 1.34 T3874 3.88 2.50 1.63 0.062 0 -65 1.34 T3900 3.88 2.50 1.63 0.085 0.85 1.76 T4124 4.13 2.50 1.63 0.062 0.72 1.57 T4125 4.13 2.50 1.63 0.085 0.95 2.07 T4624 4.63 2.50 1.63 0.062 0.87 2.12 T4625 4.63 2.50 1.63 0.085 1.15 2.81 T5124 5.13 2.50 1.63 0.066 1.10 2.94 T5125 5.13 2.50 1.63 0.085 1.42 3.80 T5625 5.63 2.50 1.63 0.095 1.77 5.19 T5900 6.00 2.50 1.63 0.075 1.61 5.00 T6000 6.00 2.50 1.63 0.105 2.15 6.71 ‘ T6500 6.50 2.50 1.63 0.105 2.47 8.31, Type W D t As Sx rx ry F14 3.00 1.63 0.067 0.34 0.33 1.21 0.68 F18 3.00 1.63 0.095 0.48 0.47 1.20 0.66 F20 3.00 2.50 0.078 0.58 0.59 1.20 0.94 F25 3.00 3.00 0.075 0.58 0.66 1.31 1.12 F30 3.00 3.00 0.095 0.73 0.81 1.30 1.10 F35 3.00 3.00 0.115 0.88 0.98 1.28 1.08 DI40 4.00 2.50 0.095 0.76 1.05 1.59 0.99 ` DI46 4.00 2.50 0.115 0.92 1.27 1.56 0.97, / , Type C e Fxx 1.50 1.00 ■ Dlxx 2.00 1.50, T GENERAL NOTES Dlxx type a) BRACE DIMENSIONS t =14 ga 3. MATERIAL Steel - ASTM A1008 Grade 55 UNO 0.25" Fxx type I C I 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. Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50% stress levels) Excel is a City of Los Angeles Approved Fabricator (#1649) 4. Concrete Anchors shall be ICBO /ICC approved types. e.g. Simpson Strong Tie Titen (ICC #1056) or Strong Bolt ( #1771) ITW Ramset/Red Head (ICBO RR #1372), LDT ( #5890) Powers /Rawl Power Bolt (ICBO RR #1532), Wedge Bolt ( #5788) Hilti anchors of any kind shall not be used without prior written permission from the engineer. Embedment shall be minimum 6X Bolt Diameter. Other (non Hilti) 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. • • B T I RIVET PATTERN 3 Rivet Clip Standard 4 Rivet Clip Optional BEAMS DIMENSIONS AND PROPERTIES UNITS: INCHES UNO • • • • i D I COLUMNS DIMENSIONS AND PROPERTIES NET SECTION - UNITS: INCHES UNO 1OPOSI each vertical face 1 /8V RIVET -typ -� 3/16" CONNECTOR PLATE ON BEAM BEAM -COLUM 7/16" (Nom.) ASTM 02 -3 Riv NN. is PET R S. HIGI INS AND ASSOCIATE ST UR EN e NEERS 3► 65 9'ACIF CAST HIGHWAY MAL :U, I A 9f 3 0- 58: -17` DRA ING AN DESI N : "E COPYR. T. CO ING BY RITTE RMISSION ONL'. W SIGNED OPIE • LY ARE VALID FOR B LDING PE MIT A "" ICATION. DRAWING ST BE SIGNED ROSS THIS BLOCK. DATE 7 -27 -06 DRAWN CHECKED BEAM® APPROVED P. H. FRONT TYPICAL ELEVATIONS SEE INSTALLATION DRAWINGS FOR SITE SPECIFIC INFORMATION Min. 3/8" Anchor \ Min. 1/2" Anchor (1 per post) STANDARD T =11 ga 0 1 ri BASE PLATES COMMON SIZES ONLY SEE INSTALLATION DRAWINGS FOR CUSTOM SIZES AND ANCHORAGE COSTCO #006 1160 SAXON DRIVE TU KW I LA, WA EXCEL/USP RACKS STANDARD DETAILS SIDE (2 per post) 7.00" SEISMIC (t =3/8 ") Added 1 / 8 1 / 8 V Welds Job # Issue Date: April 2, 2008 8427 Drawing # EX -1 I