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Home My WebLink AboutPermit D13-200 - BED BATH & BEYOND - TENANT IMPROVEMENTBED BATH & BEYOND 400 STRANDER BL EXPIRED 01/06/14 D13-200 City oierukwila 4s, ti Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 0223100070 Address: 400 STRANDER BL TUKW Suite No: Project Name: BED BATH & BEYOND DEVELOPMENT PERMIT Permit Number: D13-200 Issue Date: 07/10/2013 Permit Expires On: 01/06/2014 Owner: Name: GARFIELD-SOUTHCENTER L L C Address: 388 PEARL ST , EUGENE OR 97401 Contact Person: Name: AMANDA CALDWELL Address: 15 W 7TH ST , COVINGTON KY 41011 Contractor: Name: DB GENERAL CONTRACTORS INC Address: 3320 WEST VALLEY HY D-106 , AUBURN WA 98001 Contractor License No: DBGENGC943O9 Lender: Name: SELF FUNDED - BED BATH & BEYOND Address: Phone: 877-261-5400 Phone: 253-736-2980 Expiration Date: 10/09/2014 DESCRIPTION OF WORK: NEW AND RELOCATED RACKING FOR PROPOSED LAYOUT INCLUDING NEW FOOD DEPARTMENT TO COINCIDE WITH INTERIOR REMODEL UNDER SEPARATE PERMIT. Value of Construction: $0.00 Fees Collected: $937.25 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: III -B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-200 Printed: 07-10-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: —1H 01 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorize • ign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: W03 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. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: 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. doc: IBC -7/10 D13-200 Printed: 07-10-2013 7: VALIDITY OF PERMIT: The issuance or grip of a permit shall not be construed to be a it 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. doc: IBC -7/10 D13-200 Printed: 07-10-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.dov Building Permit No. b1 - ADD Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 022310-0070 Site Address: 400 Strander Blvd, Tukwila, WA 98188 Tenant Name: Bed, Bath & Beyond Property Owners Name: Garfield-Southcenter LLC Mailing Address: 388 Pearl Street Suite Number: Floor: 1 New Tenant: ❑ Yes m ..No Eugene, City OR State 97401 Zip CONTACT PERSON — who do we contact when your permit is ready to be issuedtr Name: Amanda Caldwell - Architectural Group International Mailing Address: 15 West 7th Street E -Mail Address: acaldwell@agi-us.com Day Telephone: (877) 261-5400 Covington KY 41011 City State Fax Number: (859) 261-5530 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: T.B.D. Out to Bid Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Architectural Group International Mailing Address: 15 West 7th Street Contact Person: Amanda Caldwell E -Mail Address: acaldwell@agi-us.com Covington, KY City State Day Telephone: (877) 261-5400 Fax Number: (859) 261-5530 41011 Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Seizmic, Inc. - Structural for Racking Mailing Address: 161 Atlantic Street Contact Person: Keri Putnam E -Mail Address: kputnam@seizmicinc.com H:\Applications\Fortes-Applications On Line\2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Pomona, CA City State Day Telephone: (909) 869-0989 Fax Number: (909) 869-0981 91768 Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ 25,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): interior remodel of existing Bed, Bath & Beyond. New and relocated racking for proposed layout including new food department. Additional scope of work under separate submittal. Will there be new rack storage? m Yes 0.. No If yes, a separate permit and plan submittal will be required. 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? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Existing Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes m 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2010 Applications \7-2010 - Permit Application.doc Revised: 7-2010 bh Page 2 of 6 45,540 2,492 0 0 IIIB M il ai.1li Eyra-"7�a1`�' hi is i�!; x. ti y� C �� O5`SNWH1`C�NS? i uXaz y3; y. ,i 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? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Existing Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes m 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2010 Applications \7-2010 - Permit Application.doc Revised: 7-2010 bh Page 2 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER UTI�ppOl3l Signature: • `/(��'CCQQ��a///� Date:P/✓� �r Print Name: AmarYda J. Caldwell Day Telephone: (877) 261-5400 Covington City Mailing Address: 15 West 7th Street KY State 41011 Zip IDate Application Accepted: 40, (,_ I P Date Application Expires: I,2,_ /_ ,13 Staff Initials: H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Page 6 61'6 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 0223100070 Address: 400 STRANDER BL TUKW Suite No: Applicant: BED BATH & BEYOND RECEIPT Permit Number: D13-200 Status: APPROVED Applied Date: 06/06/2013 Issue Date: Receipt No.: R13-02101 Initials: User ID: WER 1655 Payment Amount: $569.80 Payment Date: 07/10/2013 02:46 PM Balance: $0.00 Payee: DB GENERAL CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11740 569.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $569.80 565.30 4.50 Printed• 07-10-2013 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 0223100070 Address: 400 STRANDER BL TUKW Suite No: Applicant: BED BATH & BEYOND RECEIPT Permit Number: D13-200 Status: PENDING Applied Date: 06/06/2013 Issue Date: Receipt No.: R13-01835 Payment Amount: $367.45 Initials: WER Payment Date: 06/06/2013 03:38 PM User ID: 1655 Balance: $569.80 Payee: ARCHITECTURAL GROUP INTERNATIONAL PSC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4033 367.45 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 367.45 Total: $367.45 A, • Oensi..�_nR Printed: 06-06-2013 Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 05, 2013 City of Tukwila Attn: Bldg Dept 6300 Southcenter'Blvd. #100 Tukwila, WA 98188 RE: Final Letter Bed Bath & Beyond 400 Strander Blvd Tukwila, WA To Whom It May Concern: KA No. 066-13188 Permit No. D13-200 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchor To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2009 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William Throne Operations Manager Puyallup CC: City of Tukwila Bed Bath & Beyond With Offices Serving The Western Unitf:d States 922 - Valley Avenue NW Suite 101 • Puvallun WA QR171 • (2511 Qw_75t)fl • Ray• ocz\ OZO_)ccK 4 l SEIZMIC IA ._.. ` INC. MA 1 ERiIL>JAN1L 4RENG ESI z9fss BOOK STACKS CONVEYORS FOOTINGS MOVABLE SHELVING RACK BUILDINGS STEEL SHELVING CANTILEVER RACKS DRIVE-IN RACKS GONDOLAS PERMITTING SERVICES SEISMIC ANALYSIS STORAGE RACKS CAROUSELS FIELD INSPECTION MEZZANINES PRODUCT TESTING SPECIAL FABRICATION STORAGE TANKS CITY APPROVALS FLOW RACKS MODULAR OFFICES PUSHBACK RACKS STATE APPROVALS STRUCTURAL DESIGN REVIEWED FOR CODE COMPLIANCE APPROVED JU City of TukwiiaaR BUILDING DIVISIO LICENSED IN ALL 50 STATES SEISMIC ANALYSIS OF LIGHT DUTY STORAGE FIXTURES FOR BATH & BEYOND #371 400 STRANDER BLVD TUKWILA, WA 98188 JOB #:13-0641 p t3 - zoo RECEIVED CITY OF TUKWILA JUN 0 6 2013 PERMIT CENTER 161 ATLANTIC STREET • POMONA, CA • TEL : (909) 869-0989 • FAX : (909) 869-0981 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 2 AM 5/13/2013 TABLE OF CONTENTS DESCRIPTION PAGE TITLE PAGE 1 TABLE OF CONTENTS 2 WIRE WELD LIGHT DUTY FIXTURE - GROUND LEVEL 3 TO 14 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 3 AM 5/13/2013 WIRE WELD LIGHT DUTY FIXTURE SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 4 AM 5/13/2013 Wire Weld Light Duty Storage Fixtures - Sales Floor Project Scope: The purpose of this analysis is to show that the following light duty storage fixtures complies with the specifications set forth in the 2009 International Building Code. The light duty storage fixtures are prefabricated and are to be field installed only without any field welding. Project Parameters: The Wire Weld fixtures consists of several bays, interconnected in one or both directions with columns of the vertical frames being common between any adjacent bays. Stability longitudinally is depedent on the x -braces, while the wire weld panels act transversely. The analysis will focus on a tributary bay to be analyzed in both the longitudinal & transverse direction. The Wire Weld fixtures are fully braced, and will be analyzed as a braced steel storage rack system. The system will be analyzed for seismic loading utilizing the following equation: V = Cs x Ws Cs = SDsxI/R SDS = (2/3) x Fa x Ss I = 1.5 R=4 Seismic Factors: Fa = 1.00 Ss = 1.45 Project Specifications: Steel - Shaped steel & Rods, ASTM A500 Grade 50, Fy = 50,000 psi All others, ASTM A36, Grade 36, Fy = 36,000 psi Bolts - ASTM A307 unless otherwisw noted Anchors - 3/8"0 x 2-1/8" min. embedment Powers Wedge Bolts (ICC ESR -2526) Slab - 5" x 2,500 psi Soil - 500 psf Configurations: Type A2 147"H x 48"W x 19-1/2"D Type A5 147"H x 36"W x 19-1/2"D <=== critical Only the critical configurations to be analyzed SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 5 AM 5/13/2013 1) ANCHOR 2) FOOT PLATE 3) POST 4) LONGITUDINAL X -BRACES 5) SHELVES 6) TRANSVERSE X -BRACES INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 6 AM 5/13/2013 Summary & Elevation: TYPE: A5 Storage Capacity - 48 LB/LVL Elevation: 147"H x 36"W x 19-1/2"D Maximum Weight/Bay - 641 LB Two (2) braces req'd for every three (3) bays 7° W 1C0• FRONT VIEW 3" 3" SIDE VIEW Post Base Plate Stress = 0.56 Ok Stress(L) = 0.49 Stress(T) = 0.12 Ok Bracing Stress(L) = 0.60 Stress(T) = 0.02 Overturning Slab & Soil Ok Stress -full = 0.99 Stress -top = 0.32 Ok Stress = 0.24 Stress = 0.10 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 7 AM 5/13/2013 Summary & Elevation: TYPE: A2 Storage Capacity - 48 LB/LVL Elevation: 147"H x 48"W x 19-1/2"D Maximum Weight/Bay - 641 LB Two (2) braces req'd for every three (3) bays 1" W 147" 1C0' 1 FRONT VIEW 1'T D 3 3 3" 3" SIDE VIEW Post Base Plate Bracing Stress = 0.56 Ok Overturning Stress -full = 0.99 Stress -top = 0.32 Ok Stress(L) = 0.49 Stress(T) = 0.12 Ok Stress(L) = 0.60 Stress(T) = 0.02 Ok Slab Stress = 0.24 Stress = 0.19 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 8 AM 5/13/2013 Loads & Distribition - 18" Deep Fa = 1.00 Ss = 1.45 SDS = 2/3 * Fa * Ss = 0.967 I= 1.5 R=4 Cs=Sos*1/R = 0.363 wPL, Product Load/Level = 48.0 LB wDL, Dead Load/Level = 5.0 LB # of Shelf Levels = 13 Ws = E(0.67*wPL+wDL) = 483 LB Vtotal = Cs*Ws = 0.363 x 483 LB = 175 LB Fully loaded: <=== ASSUMED SITE CLASS D <=== SEISMIC DESIGN CATEGORY D <=== IN AREA OPEN TO THE PUBLIC Depth = 19.5 IN Occurrence of Brace = 1.5 Vtop = Cs*Ws,top =0.363x113LB = 41 LB Level wx hx wx hx Fi Movt 1 2 3 4 5 6 7 8 9 10 11 12 13 53 LB 53 LB 53 LB 53 LB 53 LB 53 LB 53 LB 53 LB 53 LB 53 LB 53 LB 53 LB 5 LB 3.000 IN 15.00 IN 27.00 IN 39.00 IN 51.00 IN 63.00 IN 75.00 IN 87.00 IN 99.00 IN 111.0 I N 123.0 IN 135.0 IN 147.0 IN 159 IN -LB 795 IN -LB 1,431 IN -LB 2,067 IN -LB 2,703 IN -LB 3,339 IN -LB 3,975 IN -LB 4,611 IN -LB 5,247 IN -LB 5,883 IN -LB 6,519 IN -LB 7,155 IN -LB 735 IN -LB 0.6 LB 3.1 LB 5.6 LB 8.1 LB 10.6 LB 13.1 LB 15.6 LB 18.1 LB 20.6 LB 23.1 LB 25.6 LB 28.1 LB 2.9 LB 2 IN -LB 47 IN -LB 152 IN -LB 317 IN -LB 542 IN -LB 827 IN -LB 1,171 IN -LB 1,576 IN -LB 2,041 IN -LB 2,566 IN -LB 3,151 IN -LB 3,796 IN -LB 425 IN -LB 641 LB Total = Top shelf loaded only: 44,619 IN -LB 175 LB 16,612 IN -LB Level wx hx wx hx Fi Movt 1 2 3 4 5 6 7 8 9 10 11 12 13 5 LB 5 LB 5 LB 5 LB 5 LB 5 LB 5 LB 5 LB 5 LB 5 LB 5 LB 53 LB 5 LB 3.000 IN 15.00 IN 27.00 IN 39.00 IN 51.00 IN 63.00 IN 75.00 IN 87.00 IN 99.00 IN 111.0 I N 123.0 IN 135.0 IN 147.0 IN 15 IN -LB 75 IN -LB 135 IN -LB 195 IN -LB 255 IN -LB 315 IN -LB 375 1N -LB 435 IN -LB 495 IN -LB 555 IN -LB 615 IN -LB 7,155 IN -LB 735 IN -LB 0.05 LB 0.27 LB 0.49 LB 0.70 LB 0.92 LB 1.14 LB 1.35 LB 1.57 LB 1.79 LB 2.00 LB 2.22 LB 25.85 LB 2.66 LB 0 IN -LB 4 IN -LB 13 IN -LB 27 IN -LB 47 IN -LB 72 IN -LB 102 IN -LB 137 IN -LB 177 IN -LB 223 IN -LB 273 IN -LB 3,489 IN -LB 390 IN -LB 113 LB Total = 11,355 IN -LB 41 LB 4,954 IN -LB SEI2MIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 9 AM 5/13/2013 Column Analysis P= (1+0.115Ds)DL+0.75*(1+0.14SDs)PL+0.75*0.7E = (1+0.11*0.967)*(5*13)/2+0.75*(1+0.14*0.967)*(48*12)/2+0.75*0.7*(16612/19.5) = 728 LB KxLx/rx = 1*12 IN/0.398 IN = 30.2 KyLy/ry = 1*12 IN/0.095 IN = 126.3 (KL/r)max = 126.3 ro= (rx^2 + ry^2 + xo^2)^0.5 = 0.448 IN 13= 1-(xo/ro)^2 = 0.833 Fe IS TAKEN AS THE SMALLER OF Fel AND Fel: (EQ. C4.2-3) Fel= n^2E/(KL/r)max^2 (EQ C4.1-1) = 18.2 KSI ti11�, \ 16 GA. aex= n^2E/(KxLx/rx)^2 (EQ C3.1.2-7) = 320.3 KSI st= 1/Aro^2[GJ+(n^2ECw)/(KtLt)^2] (EQ C3.1.2-9) = 112.66 KSI Fe2= 1/(213)*{(aex+at)-[(aex+at)^2-(4*13*aex*at)]^0.5) (EQ C4.1-1) = 104.3 KSI Fe= 18.2 KSI Fy/2= 25.0 KSI SINCE, Fe < Fy/2 THEN, Fn= Fe = 18.2 KSI Pn= Aeff*Fn = 2,476 LB Qc= 1.92 Pa= Pn/Oc = 1,289 LB Pcol/Pa= 0.56 < 1.0, Ok (EQ. C4-4) (EQ C4-2) (EQ C4-1) Io a 1 5/8 SECTION PROPERTIES t = 0.060 IN Aeff = 0.136 IN^2 Ix = 0.022 INA4 Sx = 0.033 IN^3 rx = 0.398 IN ly = 0.001 INA4 Sy = 0.005 IN^3 ry = 0.095 IN J = 0.000 INA4 Cw = 0.0011(06 xo = -0.183 IN Kx = 1.0 Lx = 12.00 IN Ky = 1.00 Ly = 12.00 IN Kt = 1.0 Lt = 12.00 IN Fy = 50 KSI G = 11,300 E = 29,500 KSI SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 10 AM 5/13/2013 Brace Analysis Bracing capacity is governed by tension capacity of cross bracing. Pbrace = Vtotal x Brace Occurrence = 263 LB Longitudinal Bracing: Veff = 0.75*0.7*Pbrace = 138 LB Vdiag = Veff x (Ldiag/Lhoriz) = 138 LB x 111 IN / 48 IN = 319 LB <==Seismic Load in Tension Tension Capacity of the Turn Buckle Tallow = 0.6 x Fy x Area = 0.6 x 50000 PSI x 0.018 INA2 = 530 LB Vdiag/Tallow = 0.60 < 1.0, Ok Transverse Bracing: Veff = 0.75*0.7*Pbrace = 72 LB Vdiag = Veff x (Ldiag/Lhoriz) = 72 LB x 38 IN / 24 IN = 116 LB <==Seismic Load in Tension Tension Capacity of the Rod Tallow = 0.6 x Fy x Area = 0.6 x 50000 PSI x 0.1963 INA2 = 5,890 LB > Vdiag OK IN TENSION Vdiag/Tallow = 0.02 < 1.0, Ok Cross Brace Member Turn Buckle 0 = 0.150 IN Area (turn buckle) = 0.018 INA2 Lhoriz=D = 48.00 IN Lvert=h = 100.0 IN Ldiag = 110.9 IN Fy = 50,000 PSI Cross Brace Member Rod 0 = 0.500 IN Area (rod) = 0.196 INA2 Lhoriz=D = 24.00 IN Lvert=h = 30.00 IN Ldiag = 38.42 IN Fy = 50,000 PSI SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 11 AM 5/13/2013 Overturning/Anchorage Analysis Fully loaded: Movt = 16,612 IN -LB MDL = 5 LB x 13 Levels x 19.5 IN / 2 = 634 IN -LB MPLapp = 48 LB x 13 Levels x 19.5 IN / 2 = 6,084 IN -LB Vcol = 0.7*Vtotal/2 = 61 LB d = 19.5 IN Allowable Tension = 370 LB Allowable Shear = 540 LB # of Anchors/Plate = 1 Puplift = [0.75 x 0.7 x Movt - (0.6-0.115D5) X MDL - 0.75 x (0.6-0.14SD5) x MPLapp] / d = [0.75*0.7*16612 - (0.6-0.11*0.967)*634 - 0.75*(0.6-0.14*0.967)*6084] IN -LB / 19.5 IN = 322 LB <=== UPLIFT Interaction Equation [322 LB/ 370 LB] + [61 LB/ 540 LB] = 0.99 < 1.2 Therefore OK Top shelf loaded only: Movt = 4,954 IN -LB MDL = 5 LB x 13 Levels x 19.5 IN / 2 = 634 IN -LB MPLapp= 48 LB x 19.5 IN /2 = 468 IN -LB Vcol = 0.7*Vtop/2 = 14 LB d = 19.5 IN Allowable Tension = 370 LB Allowable Shear = 540 LB # of Anchors/Plate = 1 Puplift = [0.75 x 0.7 x Movt - (0.6-0.11SDs) x MDL - 0.75 x (0.6-0.14SD5) x MpLapp] / d = [0.75*0.7*4954 - (0.6-0.11*0.967)*634 - 0.75*(0.6-0.14*0.967)*4681 IN -LB / 19.5 IN = 109 LB <=== UPLIFT INTERACTION EQN. [109 LB/ 370 LB] + [14 LB/ 540 LB] = 0.32 < 1.2 Therefore OK Anchors - 3/8"0 x 2-1/8" min. embedment Powers Wedge Bolts (ICC ESR -2526) SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 12 AM 5/13/2013 Base Plate Analysis Longitudinal Check: P = Pcol-static = 345 LB fa = P/A = Pcol/[(Deff.)(Beff.)] = 79 P51 Mlbase/in = (W/in)(L^2)/2 = (fa)(b1^2)/2 = 35 IN -LB Sbase/in = (1)(t^2)/6 = 0.003 IN^3 Fbase = (0.75)(Fy) = 27,000 PSI fb/Fb = Mbase/in/((Sbase/in)(Fbase)) 0.49 < 1.0, Ok Transverse Check: P = Pcol-static + Pcol-seismic = 728 LB fa = P/A = Pcol/[(Deff.)(Beff.)] = 167 PSI Mlbase/in = (W/in)(L^2)/2 = (fa)(b1^2)/2 = 8 IN -LB Sbase/in = (1)(t^2)/6 = 0.003 INA3 Fbase = (0.75)(Fy) = 27,000 PSI fb/Fb = Mbase/in/((Sbase/in)(Fbase)) = 0.12 < 1.0, Ok fa Base Steel Properties: Beff. = 3.50 IN Deff. = 1.25 IN b = 1.63 IN b1 = 0.94 IN t = 0.125 IN Fy = 36,000 PSI b1 B xl f Base Steel Properties: Beff. = 1.25 IN Deff. = 3.50 IN b = 0.63 IN b1 = 0.31 IN t = 0.125 IN Fy = 36,000 P51 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 13 AM 5/13/2013 LRFD Load Combination - For Slab and Soil Analysis Load combination per RMI 2.2 1 1.4DL + 1.2PL 2 1.2DL + 1.6PL + 1.6LL + 0.5(Lr or SL or RL) 3 1.2DL + 0.85PL + (0.5LL or 0.8WL) + 1.6(Lr or SL or RL) 4 1.2DL + 0.85PL + 0.5LL + 1.6WL + 0.5(Lr or 51 or RL) 5 (1.2+0.2SDs)DL + (0.85+0.2SDs)PL + 0.5LL + EL + 0.2SL 6 (0.9-0.2SDs)DL+ (0.9-0.2SDs)PLapp - EL DL-total/col = 33 LB PL-total/col = 312 LB EL = 852 LB Load combination 1 Pmax = 1.4DL + 1.2PL = 1.4 x 33 LB + 1.2 x 312 LB = 420 LB Load combination 2 Pmax = 1.2DL + 1.6PL = 1.2x33 LB+1.6x312 LB = 538 LB Load combination 3 & 4 Pmax = 1.2DL + 0.85PL = 1.2 x 33 LB + 0.85 x 312 LB = 304 LB Load combination 5 Resultant Load combination 1.4DL + 1.2PL 1.2DL + 1.6PL 1.2DL + 0.85PL 1.2DL + 0.85PL (1.2+0.2SDs)DL + (0.85+0.2SDs)PL + EL (0.9-0.2SDs)DL + (0.9-0.2SDs)PLapp - EL Pmax = (1.2+0.2SD5)DL + (0.85+0.2SD5)PL + EL = (1.2+0.2*0.967) x 33 LB + (0.85+0.2*0.967) x 312 LB + 852 LB = 1,223 LB Load combination 6 Pmax = (0.9-0.2SDs)DL + (0.9-0.2SD5)PLapp - EL = (0.9-0.2*0.967) x 33 LB + (0.9-0.2*0.967) x 209 LB - 852 LB = -681 LB SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT FOR SHEET NO. CALCULATED BY DATE BED BATH & BEYOND #371 BED BATH & BEYOND 14 AM 5/13/2013 Slab & Soil Check The slab will be checked for puncture and bearing. If puncture does not occur, it will be assumed that the load is being distributed over a larger area of the soil. Pmax = 1,223 LB a) Puncture: Fpunct = 2.66 x (F'c^0.5) = 2.66 x (2500 PSI)^0.5 = 133 PSI Apunct = [(Weff.+t/2)+(Deff.+t/2)] x 2 x t = [(3.5 IN + SIN/2) + (1.25 IN + 5 IN/2)] x 2 x 5 IN = 98 INA2 fv/Fv = P/[(Apunct)(Fpunct)] = 1223 LB/[98 INA2 x 133 PSI x 0.55] = 0.17 <1.0 Ok b) Bearing: 0Bn= 0.85x0xf'cxAl = 5,113 LB Pu / OBn = 1223 LB / 5113 LB = 0.24 <1.0 Ok c) Slab Tension: Asoil = P/[1.0 x fs] = 1223 LB/[1.0 x 500 PSF/(1441N^2/FT^2)] = 352 INA2 L = Asoil^0.5 = (352.17 IN^2)^0.5 = 18.8 IN B = [(Weff.)(Deff.)]1`0.5 + t = [3.5 IN x 1.25 IN]^0.5 + 5 = 7.1 IN b = (L -B)/2 = (18.77 IN - 7.09 IN)/2 = 5.81N, Mconc = (w)(b^2)/2 = [(1.0)(fs)(b^2)]/[144 (IN^2/FT^2) x 2] = [1.0 x 500 PSF x (5.84 IN)^2]/[144 (IN^2/FT^2) x 2] = 59 IN -LB Sconc = 1 IN x (t^2)/6 = 1 IN x (5 IN)^2/6 = 4.1711\19 Fconc = 5 x 0 x fc^0.5 = 5 x 0.55 x (2500 PSI)^0.5 = 137.5 PSI fb/Fb = Mconc/[(Sconc)(Fconc)] = 59.16 IN-LB/[(4.17 IN^3)(137.5 P51)] = 0.10 <1.0 Ok Base Plate Weff. = 3.50 IN Deff. = 1.25 IN Al = 4.38 INA2 Slab on Grade t= 5.00 IN f'c = 2,500 PSI 0= 0.55 Soil Fs = 500 PSF City of Tukwila 12/2/2013 Department of Community Development AMANDA CALDWELL 15 W 7TH ST COVINGTON, KY 41011 RE: Permit No. D13-200 BED BATH & BEYOND 400 STRANDER BL Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/6/2014. Based on the above, you are hereby advised to: 1) Call the City offTukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/6/2014, 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, P r Marshall Technician File No: D13-200 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax.206-431-3665 • • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-200 PROJECT NAME: BED BATH & BEYOND SITE ADDRESS: 400 STRANDER BL X Original Plan Submittal Response to Incomplete Letter # DATE: 06-06-13 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: �.. �- J C (01111—‘ 3 �9 c building Division Ire Prevention • Public Works n Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 06-11-13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: • LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route (Yj Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: 'BATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-09-13 Approved n Approved with Conditions 14 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople Pricer Friendly Page • General/Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name DB GENERAL CONTRACTORS INC UBI No. 602650709 Phone 2537362980 Status Active Address 7038 South 220Th St License No. DBGENGC94309 Suite/Apt. License Type Construction Contractor City Kent Effective Date 9/29/2006 State WA Expiration Date 10/9/2014 Zip 98032 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date BEDNARIK, DEWAINE President 09/29/2006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY & INDEM CO 743855C 09/28/2006 Until Cancelled $12,000.00 09/29/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 6 Nationwide Mutual Ins Co ACP7515276908 09/28/2012 09/28/2013 $1,000,000.0009/21/2012 5 Nationwide Mutual Ins Co ACP7505276908 09/28/2011 09/28/2012 $1,000,000.0009/27/2011 4 Continental Western Ins Co CWP26515525 09/28/2010 09/28/2011 $1,000,000.0009/22/2010 3 Continental Western Ins Co CWP265155 09/28/2008 09/28/2010 $1,000,000.00 09/10/2009 2 CONTINENTAL WESTERN CWP26515521 09/28/2007 09/28/2008 $1,000,000.0009/28/2007 1 CONTINENTAL CAS CO CWP265155 09/28/2006 09/28/2007 $1,000,000.0009/29/2006 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 07/10/2013 STEEL WIRE MESH .135"0-2"x2 1/8" SIDE PANEL TYP. 1 11/4" 1/2" 11/16" 16 GA. 1/8" THK. f-1 5/8"—/ 21/2" TYP. 3 1/2" 1/8" 11/2" 7/16" 0 HOLE 1 48" 1.0 3" FRONT VIEW 1 TYPE A2 19 1/2" 7" 30" 30" 30" 30" %" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" SIDE VIEW 3" 2 1/8" tMIN. EMBEDMENT 1 REQ'D PER BASE PLATE BASE PLATE CONCRETE ANCHOR 36" 147" 100" 7 II 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" FRONT VIEW LONGITUDINAL & TRANSVERSE BRACING (2) REQUIRED FOR EVERY 3 BAYS. 3" .406" 0 STEEL ROD 35 7/8" LONG .500" 0 STEEL ROD 24 7/8" LONG 1/8" .406" 0 STEEL ROD 35 7/8" LONG TYP. (4B DIAGONAL BRACING HAND THREAD TURN BUCKLE li��ll�l�ilililllillllil EYE BOLT 0111 tip liillll'lillillllll �114111141 `.II ,non 1 13/16" 1 3/16" 1 1 13/16" 3/16" 1/4" 0 2 3/16" 1/4" 0 A HORIZONTAL BRACING 1 7" JAN 06 91311-1 TYPE A5 191/2" SIDE VIEW LIGHT DUTY STORAGE FIXTURE ELEVATIONS 3" 5' TURN BUCKLE 9 GA. STEEL WIRE (.150" 0) STEEL WIRE MESH .135"0-2"x 2" SHELF CLIP W/ JOINING BAR 6 SHELF REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 1 2013 City T kwila ~'.IILDPN (VISION REMOVE SHELF & BRACING FOR CLARITY SWAY BRACE GENERAL CONFIGURATION SEPARATE PERMIT REQUIRED FOR: Elealcal Plumbing say Piping City of Tukwila BUILDING DIVISION NOTES: 1. DESIGNED PER SECTION 1613 OF THE 2009 IBC. Fa =1 & Ss =1.45 2 STORAGE CAPACITY: t` 19 1/2" DEEP UNITS = 48# PER LEVEL 3. ASTM A1011 FOR SHAPE Fy = 36,000 PSI GRADE 36. 4. ALL BOLTS A307( UNLESS OTHERWISE NOTED). 5. ANCHORS POWERS WEDGE BOLT, ICC #ESR -2526. 6. CONCRETE 5" THICK x 2,500 PSI. 7. SOIL BEARING PRESSURE 500 P C-gG1FI —NSpgG'hOV\\ \c-) reoVAirC •PV ancnov hulk vc\( 2_52.1e. FILE COPY permit No. 0 Plan review approval Is subject to enmrs and omissions, Approval of construction documents does not wthor zs lti ; vio ation of any adopted code or ordinance. Rxeipt fit approved Field Copy acknowledged: BY City BUILDING lbkwtla ILDING DIVISION RECEIVED CITY OF TUKWILA JUN 062013 PERMIT CENTER p13 -2o0 ADDRESS: 1'- M Z>c• 0oo Oma. Wok CO c<0 • col— o o n • F- W DESCRIPTION Tel. (909)869-0989 Fax (909)869-0981 DRAWN BY: P.O./A.M. DATE: 05/09/13 m REV. DATE: TYPE: W.W. SCALE: N.T.S. APRV'D BY: SAL E. FATEEN DATE «« SEIZMIC EST. 1985 SEIZM IC ENGINEERING, INC. 161 Atlantic Street Pomona, California 91768 Tel. (909)869-0989 Fax (909)869-0981 DRAWN BY: P.O./A.M. DATE: 05/09/13 LAST REV. BY: REV. DATE: TYPE: W.W. SCALE: N.T.S. APRV'D BY: SAL E. FATEEN EXPIRES 04-12-2014 DESCRIPTION: LIGHT DUTY STORAGE FIXTURE DETAILS DRAWING NUMBER: 13-0641-A 1 FIXTURE INFORVATION (WIRE GABLE SYSTEvl) TAG SIZE COMMENTS DATE: 05/09/13 m REV. DATE: A 2'D A TAY �=---" APRV'D BY: SAL E. FATEEN NOT USED x Al 1'D NOT USED x A2 1'-6"D x 4'W x 12'-3"H - A3 2'D NOT USED x A4 2'D x Iz2' NOT USED A5 1'-6"D x 3'W x 12'-3"H - A6 NOT USED 1'D 3=1-I- x336/____Y--1:21- A7 2 D wow =-- NOT USED A8 2 D NOT USED x A9 2'D NOT USED x Al0 1'D 4 11' --1-+- - NOT USED x Drawing References No Drawings Al 1 NOT USED 1'-6"Dx-,Y--ro--=- Al2 2'D NOT USED x - NO BY — • - By. C.R.Y.R. CHECKED — DESIGNATION: Al 3 NOT USED 2' D x %"t_�_--x-ro-' 322•H----- BED BA BEYCOMIZIO 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 A14 & 1'-6"D x NOT USED Drawing Title SEISMIC PLAN Scale SEE PLAN A15 Sheet No. F6 AR 1'D NOT USED x 1'-6 D Ammiigu■-----:" A16 NOT USED A17 36"D NOT USED xrallikI-I- 36' D A18 NOT USED x A19 36"D NOT USED x A20 '-6 1 D INT _-=-:" NOT USED A21 NOT USED 2'D xn21_,Y,------elli A22 2'D NOT USED x A23 36"D NOT USED A24 38'D NOT USED A2538'D NOT USED a A26 38 D MY' HYPERMAXI a A27 38' D HYPERMAXI FIXTURE I\FORMATIO\ (PRE SALES RACKING) TAG SIZE COMMENTS B 48 1 2"D •I:o•mi,- -- = NOT USED B1 48 1 2' D x •I:m•a%-••,- --9== NOT USED C 24 1 2"D x •1-"__2...., NOT USED 01 24 1/2"D x NOT USED D 48 1 2' D x ,Renwa%=••.- --== NOT USED D1 48 1 2"D 4IMIlwava�