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HomeMy WebLinkAboutPermit D19-0302 - BOEING #9-101 - RELOCATE STORAGE RACKSBOEING #9-1O1 -RACKING 9725 E MARGINAL WAY S BLDG 9-101 D19-0302 Parcel No: Address: 0 City ofTukwila Department of Community Development 63O0SpuuhcenterBoulevard, Sube#1O8 Tukwila, Washington 98188 Phone:206-431'367O Inspection Request Line: J06-43D+93SO Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 0003400018 Permit Number: D19'0302 97ZSEMARGINAL WAY SBLDG9'1O1 Issue Date: 10/23/2019' Permit Expires On: 4/20/2020 Owner: Name: Address: Contact Person: Address: Contractor: License No: Lender: BOEING COMPANY THE POBOX J7O7M/CZU-59PROPERTY MARTIN PROBST R}BOX 37O7 M/[46-ZO8,SEA7TLE WA, 98124 BOE|NGCOMPANY, THE lO0mRIVERSIDE, M/[5003-4Ul7, CH|[AG0,|L, 60606'1596 BOE|NC~294ML THE 8OE|NGCOMPANY POBOX 3707/M/C46'20O'SEATTLE, VVA'98l24 Phone: (312)S44-2B5 Expiration Date: 1/22/2021 DESCRIPTION OFWORK: RELOCATE EXISTING PALLET RACK (3'6" W X 14' L X 12' H) PER PROVIDED DRAWINGS. PALLET RACK STORAGE WILL CONTAIN METALS IN METAL TUB SKIDS.Project Valuation: $8,000.00 Type ofFire Protection: Sprinklers: NO Fire Alarm: NO Type ofConstruction: UB Electrical Service Provided by: TUKWILA Fees Collected: $467.05 Occupancy per IBC: B Water District: TUKVV|LA Current Codes adopted by the City nfTukwila: International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 20152015 2015 National Electrical Code: VY4Cities Electrical Code: YVACZg6-468: WA State Energy Code: 017 017 2017 2015 Public Works Activities:: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use; Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: i0/"3(/5 I hearby 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 authorized to sign and obtain this development permit awl agree to the conditions attached to this permit. Signature: Print Name: f2, 17 4,- Date: /0/ &?/%t)/S This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3; All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 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: Ali construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All rack storage requires aseparate permit issued through the City ufTukwila Permit Center. Rack storage over8'feet in height shall be anchored or braced to prevent overturning ordisplacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed inthe State ofWashington. Periodic special inspection isrequired during anchorage ofstorage racks 8feet nrgreater inheight. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion of this requirement. 10: VALIDITY OFPERMIT: 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 ofthe City ofTukwila shall not bevalid. The issuance ofopermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. ' PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2V6)43n'g350 1700 8U|LD|NGF|NAL** 4046 B'EPDXy/EXPCONC CITY OF TUKYPA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Wil.•=1•••••••• Building Permit No. Project No. Date Application Accepted Date Application Application Expires: 3- / (For office use only) CONSTRUCTION PERMIT APPLICATION 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 Site Address: 9725 East Marginal Way South Tenant Name: The Boeing Company PROPERTY OWNER Name: The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA zip: 98124 CONTACT PERSON — person receiving all project communication Name: Martin Probst / r4AvI(ClcmtPIC Address: PO Box 3707; M/C 46-208 City: Seattle State: WA Zip: 98124 Phone: (206) 852-4985 •E'zi ZS .1,, 2-9 (-1 21 9 Email: martin.r.probst@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: PO Box 3707; M/C 46-208 City' Seattle State: WA Zip: 98124 Phone: (206) 852-4985 Fax: Contr Reg No.: BOEINC*294m1 Exp Date: 01/22/2021 Tukwila Business License No.: 178-005-030 King Co Assessor's Tax No.: 0003400018 Suite Number: 9-101 Floor: 1 New Tenant: 0 Yes I71..No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: The Boeing Company Engineer Name: Sung Cho Address: PO Box 3707; M/C 46-206 City: Seattle State: WA ZiP: 98124 Phone: Fax: (206) 612-6953 Email: Sung.U.Cho@boeing.com LENDER/BOND ISSUED (required for projeets 55,000 or greater per RCW 19.27.095) Name: The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA Zip: 98124 1111ApplicationsWorms-Applications On Line'1201 I Applications\ Permit Application Revised - 8-9-1 I .docx RevisedAugust 201 bh Page 1 of 4 BUILDING PERMIT INFORMA, ON — 206-431-3670 8,000 72,880,300 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Relocate existing pallet rack (3'6"W X 14'L X 12'H) per provided drawings. Pallet rack storage will contain metals in metal tub skids. Will there be new rack storage? IZI Yes LJ.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 715,130 55 0 0 IIB B & F 2nd Floor 294,842 0 0 0 N/A N/A 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? 0 Yes Z No If -yes", explain: Compact: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers D Automatic Fire Alarm [11 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes No if ye',"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, 11AApplicationsWorms-Applicattons On Line‘201 I. ApplicationsTermit Application Revised 8-9-11.doca Revised. August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOI. TION — 206-433-0179 Scope of Work (please provide detailed information): Relocate existing pallet rack (3'6"W X 14'L X 12'H) per provided drawings. Pallet rack storage will contain metals in metal tub skids. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila 0...Water District #125 0 ...Water Availability Provided Sewer District 0 ...Tukwila El ...Sewer Use Certificate Highline ... Valley View 0.. Renton 0...Sewer Availability Provided 0 .. Renton .• Seattle 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. Submitted with Application (mark boxes which anrolv): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 Geotechnical Report 0 ...Bond 0 .. Insurance 0 Easement(s) 0.. Maintenance Agrecment(s) Proposed Activities (mark boxes that apply): El ...Right-of-way Use - Nonprofit for less than 72 hours El ...Right-of-way Use - No Disturbance O ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 El .. Traffic Impact Analysis 0 .. Hold Harmless — (SAO) .. Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance 0 ...Total Cut 0 cubic yards El .. Work in Flood Zone 0 ...Total Fill 0 cubic yards El Storm Drainage 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control ▪ Backflo w Prevention - Fire Protection Irrigation Domestic Water O .. Abandon Septic Tank El .. Curb Cut .. Pavement Cut .. Looped Fire Line .. Grease Interceptor 0 C han ne I ization .. Trench Excavation .. Utility Undergrounding 0 ...Permanent Water Meter Size... , WO # El ...Temporary Water Meter Size .. — WO # 0 ...Water Only Meter Size .. WO # 0...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 ID ...Water Main Extension Public El Private El FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ID ...Sewer El ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip \ ApplicationsWorms-Applications On Line\ 201 I Applications\Permit Application Revised - 8-9-1I.docx Revised- August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTE — 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. The Building Official irsay 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). I HEREBY CERTIFY THATI 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO frE D AGENT: Signature: Print Name: Martin Probst - The Boeing Company Mailing Address: PO Box 3707; M/C 46-208 Date: Day Day Telephone: (206) 852-4985 Seattle WA 98124 City State Zip 11:1Appl icat ionslrorms-Applications On Line 20 I I Applicat innskPerrnit Application Revised - Revised- August WI I bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK , '' -----1,-, ,,y,,r , „IrKe 1,, -.,..i,'-').3,:diL':-..-4—\ ''''t.'.4;1't '' '''hitii.44.4,, .e,:-5.VA'4:":1 QUANTITY PAID /4 94: D19-0302 Address: 9725 E MARGINAL WAY S BLDG 9-1.01. - Apn: 0003400018 ', ' ' ' ' 298.32 Credit Card Fee $8.69 Credit Card Fee R000.369.908.00.00 0.00 $8.69 DEVELOPMENT $277.03 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18902 R000.322.900.04.00 0.00 $12.60 $2.98.32 Date Paid: Wednesday, October 23, 2019 Paid By: MARTIN R PROBST Pay Method: CREDIT CARD 035711 Printed: Wednesday, October 23, 2019 12:34 PM 1 of 1 SYSTEMS Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $168.73 D19-0302 Address: 9725 E MARGINAL WAY 5 BLDG 9-101 Apn: 000340 8 $168.73 Credit Card Fee $4.91 Credit Card Fee R000.369.908.00.00 0,00 $4.91 DEVELOPMENT $163.82 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18624 R000.345.830.00,00 0.00 $163.82 $168.73 Date Paid: Thursday, September 19, 2019 Paid By: MARK CLEMENT Pay Method: CREDIT CARD 012017 Printed: Thursday, September 19, 2019 3:40 PM 1 of 1 SYSTEMS 0 CO TUKWILA FT8AKIT 6200 SOUTH[ENTER BLVD TUKWILA' WA 98188 206'433-1870 CITY Of TUKWIL4 Date: 10/23/2019 12:33:17 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: TKAN AMOUNT: $298.32 APPROVAL CD: 835711 RECORD #: 000 CLERK ID: Laurie Thank you! Customer Copy K CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 09/19/2019 03:39:37 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: TRAN AMOUNT: $168.73 APPROVAL CD: 012017 RECORD #: 000 CLERK ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 blct -aoz Pr©jec . t c 1 T e oi' Inspection: I ! ! C/t? #'C� dress: �7 ©a a Called: Special Instructions: 4t P t9JQ/ gicat‘ Date Wanted: lZ—t -� a.m. p rn. Re ster• Phone No: © Approved per applicable codes. Corrections required prior to approval. COMMENTS: W 1 Inspecto 4 REINSPECTION FEE REQUIRE©. Prior to next inspe+€ ion!fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Structural Calculations For BUILDING 9-101 DEVELOPMENTAL CENTER TUKWILA, WASHINGTON September 17, 2019 Installation of Pallet Rack @ CoI. J/1-3 Work Order No: W6868195 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 2019 City of Tukwila BUILDING DIVISION Figured by: Sung U. Cho, P.E. Copyright © 2019 Boeing. All rights reserved. RECEIVED CITY OF TUKWILA SEP 1 9 2019 PERMIT CENTER b‘ct b3ota ASCE AMERICAN SOCIETY OF CML ENGINEERS Address: 9725 E Marginal Way S Seattle, Washington 98108 ASCE 7 Hazards Report Standard: ASCE/SEI 7-10 Elevation: 13.13 ft (NAVD 88) Risk Category: 11 Latitude: 47.517528 Soil Class: D - Stiff Soil Longitude: -122.297239 6.0 L 11 https://asge7hazardtool.online/ Page 1 of 3 Tue Sep 17 2019 ASCE AMERICAN SOCIETY OF CM. END NEDIS Seismic Site Soil Class: Results: Ss : : Fa : F, : SMS SM1 Seismic Design Category Data Accessed: Date Source: D - Stiff Soil 1.513 0.573 1 1.5 1.513 0.86 MCER Response Spectrum SDS SDI TL : PGA: PGA m : PpsA •1 1 1.0 0 9 0 a 0.7 0 0 5 0.4 O. 0.2 0 1 0 2 3 4 5 6 7 0 Sa (g) vs T(s) 1.009 0.573 6 0.632 0.632 1 1 Design Response Spectrum 2 Sa (g) vs 4 6 Tue Sep 17 2019 USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. https://asce7hazardtool,online/ Page 2 of 3 Tue Sep 17 2019 The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. xaCEuvos notimmmo should anyone interpret, the results provided by this Tool to replace the sound judgment of mcvmpemm professional, having knowledge and experience inthe appropriate 8o|d(x)m practice, noruosubstitute for the standard mcare required n,such professionals ininterpreting and applying the contents of this Tool n,the ASCE7standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from n,related m your use of, or reliance on, the Tool nnany information obtained therein, Twthe fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out oforresulting from any use mdata provided by the xSCErHazard Tool. STRUCTURAL PROPERTIES / SUMMARY I P.O. Box 3707 eattle.WasNngton 98124-2207 ` I I PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY S. Cho CHECKED BY Multiple N Rack �� N � Ground ��N N��N�NN�N��0�� ����@���� �������N����N�� ���0~��NN��00 �~Noo0* BUILDING: 9-101 --'---'—'--- PROPERTIES: ------'. LOCATION: J/2 Beam LBC50 Fy= 42 ksi Sx= 1.706 in^3 |x= 4.644 in^4 t= 0.075 in Weld Type D No. of Pins 4 Weld Size 0.1250 Impact load boconsist ofmsingle load (Yes nrNn): No (See Pallet Rack Design sheets) Column UN30 Fv= 42 kd Lx = 40.0 in Ly= 51.O in Kx= 1.00 (Longitudinal) Nx= 1.00 (Transverse) A= 0.859 in12 }x= 1.373 in14 m= 1,249 in ry= 1,150 in Sx= 0.915 in^3 Sy = 0752 in^3 t= 0.105 in Brace 14Gage x1.25^Wide u1.6D^High Fy= 42 kd A= 0.284 in12 ry= 0.404 in Lv= 51 in Anchor Bolt Type H/LTIKVV|KBOLT TZ Diameter 0.50 in Embedment 3.25 in Tensile Cap. 2.386 kip Shear Cap. 2.839 kip Special Inspection Required = Yes Slab fn= 3000 psi t= 8 in Rebar Reinforced ? No Fy= 60 kd Bottom As = 0.00 in^2 /h d1 = 3 in d1 isb»top of slab Top Aa= 0.00 in^2/ft d2= 3 in d2 iobobottom ofslab Above must be 0.0 ILEmAms: PALLET RACK 91n1Water xwt.vmm Page 1of21 9n712097:08nw BOEING WPS STRUCTURAL PROPERTIES / SUMMARY P.O. Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY S. Cho CHECKED BY Soil Allowable Bearing Pressure = 2000 psf SUMMARY: JOB NO. 17875 (WO#13543729) DATE 09/16/19 REV'D POSTED LOAD LIMIT: 2500 LBS PER SHELF STRUCTURAL CAPACITY: 2533 LBS PER SHELF SEE STRUCTURAL COMPONENT CAPACITIES ON THE LAST PAGE SOIL PRESSURE IS EXCLUDED FROM THE STRUCTURAL CAPACITY. SEE NOTE ON LAST PAGE. METHODOLOGY: THE FOLLOWING CALCULATIONS REVIEW AN EXISTING PALLET RACK FOR GRAVITY AND LATERAL LOADS. THE MAXIMUM CAPACITY OF THE RACK, GIVEN THE EXISTING CONFIGURATION AND LOCATION, WAS DETERMINED. THIS PALLET RACK IS STRUCTURALLY ADEQUATE FOR A MAXIMUM SHELF LOAD OF 2533 LBS PER SHELF, UNIFORMLY DISTRIBUTED. THIS LIMIT APPLIES TO THE CURRENT CONFIGURATION AND LOCATION ONLY. LATERAL SUPPORT OF THE HORIZONTAL BEAMS MUST BE PROVIDED BY THE STEEL WIRE DECKING AS REQUIRED BY THE BOEING "PALLET RACKS STANDARD" TO UTILIZE A BEAM BENDING STRESS OF 0.6 x Fy. HAND CALCULATIONS WILL BE PROVIDED TO JUSTIFY THE ALLOWABLE BENDING STRESS FOR OTHER CONDITIONS. RECOMMENDATIONS: Existing Signage on Racks shall be placed on all shelves and with a maximum shelf load of 2500#. ILENAME: PALLET RACK 9-101 Water Jet.xlsm Page 2 of 21 9/1712019 7:08 PM DBEAM WELD CAPACITY BOEING �0. Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY S. Cho CHECKED BY BEAM & WELD GEOMETRY BEAM:LBCS0 WELD THICKNESS =O.125O" EFFECTIVE THICKNESS =0.136 °D.7O7 = 0.088^ WELD TYPE =O � FOR 1^WELD WIDTH: JOB NO. 17875 (1) ITEM (2) HEIGHT CB VV|OTH WU y (5) /\ (6) Ay (7) 2 0U d 89) Ad^2 (10) Oq+(9) 1 1.500 1.000 4.250 1.500 6.375 0.281 1.835 6.048 5.330 2 3.500 1.000 1750 3.600 6j25 3.573 '0.666 1.549 5.122 3 5.000 1.000 2.500 5.000 12.500 10.417 0.085 0.038 10.453 4 1.000 2.760 0.000 2.750 0.000 0.229 -2.415 16.043 16.272 G 1.000 0.875 3.500 0.875 3.063 0.073 1.085 1.023 1.102 G 1.000 1.875 5.000 1.875 9.375 0156 2.585 12.526 12.682 TOTALS 15.500 37.438 14.729 36.233 50.062 COG Y= 2.415 in 15.500in2 50.QG2|n4 2.58Bin 2/Y15in 1Q.T17in3 21.OS8in3 1.813 in For Beam Weld: Beam Fy= 42 >36 therefore Fv= 15.80ksi Beam t= 0.076 <= 0,088" therefore effective throat = 0.075" ALLOWABLE WELD STRESS ATBEAM WELD = 16.80 °O.O75= 1185 THEREFORE ALLOWABLE BENDING = 1.185 * 1.33 °1A717= 31.07"k <----- GOVERNS BEAM GEOMETRY ATWELDS UBEAM WELD CAPACITY BOEING �0, Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY B. Cho CHECKED BY BEAM:LBC50 THICKNESS = 0.075" JOB NO. 17875 (1) ITEM (2) 8U (4) (5) GA (7) (8) (Q (1[) 1 2 3 4 6 6 1.500 3.500 5.000 0.075 0,075 0.075 0.075 0.075 0.075 2750 0.875 1.875 4.250 1.750 2.500 0.000 3,500 5.000 0.113 0.263 0.375 0.206 0.066 0.141 0.021 0.268 0.781 0.000 0.000 0.000 1.835 -O.885 0.085 -3.415 1.085 2.585 0.379 0.116 0.003 1.203 0.077 0.939 TOTAL COG Y= 2.415 in 1]G3in2 3.788in4 2.585 in 2.415 in 14G0in3 1.5G8in3 1.805 in Beam Shear Area = Item 1 + Item 2 + Item 3 = = 1.500x 0.076 = 0.113aqin = 3.500x 0D75 = 0.263eqin = 5.000w 0.075 = 0.375 sq|n Total Beam Shear Area = 0.750 sq in ALLOWABLE BEAM STRESS =D.GO°Fy= 0.60 ° 42.00bsi ° 1.33= 33.60ksi ALLOWABLE BENDING = 33.60ksi ° 1.400= 49.24"h Allowable Beam Web Shear: Beam h/t= 86.67 less than 547/Fy^2 =8440 03200/(h/t)^2= 14.78ksi and 0.40°Fy= 16.80kai thene6orwFv= 14J8hoi ° 1.33= 18.70ksi ALLOWABLE SHEAR 18.70hsi ° 0.750= 14.78k OK8YINSPECTION lLswAms: PALLET RACK s-1n1Water Jot.mvm 0 PALLET RACK DESIGN BOEING P. 0. Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY S. Cho CHECKED BY PALLET RACK GEOMETRY JOB NO. 17875 DATE 09/16/19 REV'D NUMBER OF SHELVES = 3 (MUST BE _< 8) IF NUMBER IS LESS THAN EIGHT, SET LOWER SHELF HEIGHTS (BELOW LEFT) TO ZERO AS REQUIRED. SHELF SPACING = 40" SHELF SPACING = 40" SHELF SPACING = 40" SHELF SPACING = 0" SHELF SPACING = 0" SHELF SPACING = 0" SHELF SPACING = 0" SHELF SPACING = 0" BEAM SPAN = 168" BEAM SPAN = 168" SHELF BASE SET SHELF HEIGHTS BELOW TO ZERO LELNAME: PALLET RACK 9-101 Water Jet.xlsm Page 5 of 21 9/17/2019 7:08 PM 0 PALLET RACK DESIGN BOEING P. O. Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY S. Cho CHECKED BY BEAM LOADS JOB NO. 17875 DATE 09/16/19 REV'D SHELF DL = 200 LB/SHELF = 100 LB/BEAM, SEE NOTE 1 AT END OF SECTION SHELF LL = 2500 LB/SHELF = 1250 LB/BEAM UNIT IMPACT LOAD = 25% x SHELF LL / 3 PALLETS = 208 LB/SHELF = 104 LB/BEAM, SEE NOTE 2 AT END OF SECTION MOMENT AT CENTER OF BEAMS: ASSUME 20% FIXITY AT ENDS FOR DETERMINING THE MOMENT AT THE CENTER OF BEAMS. MDL =W8LL ,(80, 70) _ (80%) * (0.100 * 168 / 8) k-in = 1.68 k-in MLL = W$LL'`(80%)= (80%) * (1.250 * 168 / 8) k-in = 21,0 k-in MOMENT AT END OF BEAMS: WDLL MDL = 8 *(20%) = (20%) * (0.100 * 168 / 8) k-in = 0.42 k-in MLL = W8LL *(20%) = (20%) * (1.250 * 168 / 8) k-in = 5,3 k-in SEISMIC LOADING - LONGITUDINAL DIRECTION V= Cs x Ip x w p NOTE: MULTIPLY BY .7 TO OBTAIN ALLOWABLE STRESS DESIGN (IBC SECTION 1605.3). (W/ IMPACT) 21,0 k-in (W/ IMPACT) 5.3 k-in Sds = 1.009 Sd1 = 0.573 I = 1 Input from Section RMI 2.6.2 (1.0 for Normal or 1.5 for Hazardous Materials) R = 6 (R= 6.0 for Moment Resisting Frames, 4.0 for Braced Frames) Ta = 0.2 Approximate Period from ASCE 7-10 Table 12.8-2 (seconds) Cs = 0.17 RMI 2008 2.6.3 & ASCE 7-10 12.8 Cs max = 0.50 RMI 2008 2.6.3 & ASCE 7-10 12.8 Design Cs: Cs = 0.169 1 <----TYPE 1 FOR 100% LL; TYPE 2 FOR 33.33% REDUCTION IN LL (PER IBC STDS) W = 3* (200 + 2500)/1000 = 8.1 k (FOR BOTH SIDES OF RACK) V = 0.169*I*W = 1.369 k LATERAL FORCE DISTRIBUTION - LONGITUDINAL DIRECTION (ONE SIDE OF RACK ONLY LEVEL D hx (in). hx (in) wx (k) wxhx wxhx Fx (k) Iwxhx 3 40 120 1.35 162.0 0.500 0.342 2 40 80 1.35 108.0 0.333 0.228 1 40 40 1.35 54.0 0.167 0.114 0 0 0 0.00 0.0 0.000 0.000 0 0 0 0.00 0.0 0.000 0.000 0 0 0 0.00 0.0 0.000 0.000 0 0 0 0.00 0.0 0.000 0.000 0 0 0 0.00 0.0 0.000 0.000 TOTALS 4.05 324.0 1.000 0.684 LELNAME: PALLET RACK 9-101 Water Jet.xlsm Page 6 of 21 9/17/2019 7:08 PM 0 PALLET RACK DESIGN BOEING puBox 3707 Seattle, Washington 98124-2207 FIG. BY G.Cho CHECKED BY JOB NO. 17875 SEISMIC LOADING ' LONGITUDINAL DIRECTION (conV USING "PORTAL FRAME METHOD' DETERMINE FORCES ArINTERIOR SECTION DUE ToSEISMIC LOADING BASE FIXITY: TYPE "2"|FBASE |SFIXED; O114h � v= UD41k m= Ok v= ----� SET SHELF F mBELOW TO ZERO Ok � Ok v Ok � Ok 1 v= 0.041k 3.422h-in 0.109 k m= v= O.342k m= 6.845h-in v= 9136h-in 0.231 k m= v = 0.57 h m = 11.41 k-in v= 19.39h-in Oh m= v = 0.684 k m= 27.38k-in v= O k-in Oh mn = v= 0k m= Ok-in v= U k-in Uk m = v= 0k m= Oh -in v= O h'/n Ok m = v= Ok m = O k-in v= U k-in Oh m= v= Ok m = O k-in v= O k-in m = v= Dh m= Ok-in � | pa-0�"~ xnR O10Rh O.231h Ok 0h Oh 0h 0h 0 PALLET RACK DESIGN BOEING P.oBox mm Seattle, Washington 98124-2207 FIG. BY S. Cho CHECKED BY SEISMIC LOADING ' LONGITUDINAL DIRECTION (oont) BEAM LOADS ' VERTICAL LOAD = 1350|b/beom yNd+|+lmpCENTER` 22.08 k-in N1d+|+|mpENO= 5.67 k-in K8weiymic= 19.39h'in (No Impact) KXd+|+a END = 25.06 k-in L= 1SD^ FOR LBC50 Fy= 42ksi Sx= 1.768in^3 |x= 4.044 in"4 JOB NO, 17875 Fb= 8.6°Fy= 25.2ksi N1all =8x^Fb=1.7d55~25.2= 44.49k-in >= 22.88 OK CHECK SEISMIC ' (4/3)°Mall = 58.32k-in >= 25.06 ON CHECK DEFLECTION ' Am", = | /180 = 0.933 in A = 5vW* = 0.62 in «= 0,933 OK ~^` 384E| CHECK END CONNECTION- WELDTYPE: O WELD URBEAM CAPACITY: 31.87^k > 26.06 OM (-19%UNDERSTRESS CONDITION) PLATE TYPE: 4 PIN END PLATE; COLUMN THICKNESS: 0.105" PLATE CAPACITY: 55.75^k = 25.06 0K LsLwAms: PALLET RACK o-1n1Water Jm.x1sm O PALLET RACK DESIGN BOEING P.0Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY G.Cho CHECKED BY JOB NO. 17875 SEISMIC LOADING ' TRANSVERSE DIRECTION ASSUMPTION: PALLET RACK IS BRACED IN TRANSVERSE DIRECTION |= 1 Input from Section RM|2.6.2(1.0for Normal m1.5 for Hazardous Materials) R= 4 (R=G.8for Moment Resisting Frames, 4.Ofor Braced Frames) Ta = 0.2 Approximate Period (o) Cm= U�25 RM| 20082.63&AGCE7'10 12.8 Ca max = 0.59 R[N\ 20082.6.3 &ASCE74O 12.8 Design Cs: 8o= 0.254 1 <---- TYPE 1FOR 1OOY6LL|TYPE 2FOR 50Y6REDUCTION |NLL(PER IBC STDG) VV1= 3°C200+2500V1000= 81 h (ALL SHELVES LOADED) V1= 0.254°|°VV= 2.053 k (PER UPRIGHT FRAME) VV2~ [(3~200)+2500]/1000= 3.1 k (ONLY TOP SHELF LOADED) LATERAL FORCE DISTRIBUTION - ALL SHELVES LOADED - TRANSVERSE DIRECTION (ONE BENT OFRACK ONLY LEVEL D0TBETVV COG& SHELF TOP 1.15°hx(in) wx(k) wxhn(k-in) wxhx Fx(k) Mn (k-in) ^~ n^wu 3 20^°° 161.00 2.70 434.7 0,467 0.958 154.28 % 20 ^^^ 115.00 2J0 310.5 0333 0.884 78.71 1 %O^`^ 69.00 2.70 186.3 0.300 0.411 28.34 O 0 ^°° 0.00 0.00 0.0 0.000 0.000 0.00 0 O °°° 0.00 0.00 0.0 0.000 0.000 0.00 O O ^°° 0.00 0.00 0.0 0.000 0.000 0.00 O O ^^° 0.00 0.00 0.0 0.000 8.000 0.00 U O ^°° 0.00 0.00 0.0 0.000 0.000 0.00 TOTALS 8.10 831.6 1.000 2.053 261.32 �SEE NOTE 3 AT END OF SECTION LATERAL FORCE DISTRIBUTION ' ONLY TOP SHELF LOADED ' TRANSVERSE DIRECTION (ONE BENT OfRACK ONLY LEVEL DISTBBW COG& SHELF TOP hx(in) wx0d vwhx(k-in) wxh Fx(k) Mot(+in) -� mmhx 3 20^ 140.00 2.70 378.00 0.940 0.739 183.45 2 O^ 80I0 0.20 WOU 0.040 0.031 2.50 1 O" 40.00 0.20 8.00 0.020 [kDiG 0.63 0 u " 0.00 0.00 0.00 0.800 0.000 0.00 0 011 0.00 0.00 0.00 0,000 oOOO 0.00 U 0. 0.00 0.00 0.00 0.000 0.000 0.00 O oil 0.00 0.80 0.00 0.000 0,000 0.00 O 011 0.00 0.80 0.00 0.000 0.800 0.00 TOTALS 3.10 402.00 1.000 0786 ' 108.58 LsLwxME: PALLET RACK o-1mWater Jmt.xlsm Page 0of21 OPALLET RACK DESIGN BOEING R 0. Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY S. Cho CHECKED BY JOB NO. 17875 SEISMIC LOADING -TRANSVERSE DIRECTION (CONT) Oft 0.68k 0.41h SHELFBASE-SLA U.0O k O" ~ ) 0I0k O^ ~ - 0�0k 0" ~ ' OI0k O" — ' ALL SHELVES LOADED SHELF DEPTH = 40 in Po=2G1.32/4O = 6.53 k Pd = 0.3 k FY= 3J5h Ps=2W1.33/40 = G.53k Dd= 0.3 k :q= O74k SHELF DEPTH = 40 in ONLY TOP SHELF LOADED Ps=1OG.58/4U �4~ = 2.60 k 0 | pd= 0.3 k � U z|= 125 k LELwAwE: PALLET RACK *m1 Water Jot.xmm OPALLET RACK DESIGN BOEING P.uBox 37m Seattle, Washington 98124-2207 FIG. BY S.Cho CHECKED BY SEISMIC LOADING ' TRANSVERSE DIRECTION KCONT\ JOB NO. 17875 ALL SHELVES LOADED ONLY TOP SHELF LOADED MAXIMUM DOWNWARD LOAD (kip) = 6.53+0.3+3.75= 10.58 2.66+0.3 + 1.25= 4.31 BASE UPLIFT LOAD TO8E RESISTED 8YANCHOR BOLTS (Np)= 6.53'0.9°(0.30+3.75)= 2.89 2.06'0.9°(0.30+1.25)= 1.27 COLUMN DESIGN - CASE 1: OL+LL+SEISMIC (LONGRl0O|NAL) P(OL)= 0.30 h P (LL)= 3.75 k P (SBGyN|C)= 0.80 h (AT INTERIOR COLUMNS) P (Tl]TAL)= 4.05 k N1(SE|S[N|C)= 27.38k'in CASE2: DL+LL+SEISMIC (T7g\NSVER8E) pUJU= 0.38 k P(LU= 3J5k P(SE(SN1|C)= 8.53 k P (TlOTAL)= 10.58k UPALLET RACK DESIGN BOEING puBox mm Seattle, Washington 98124-2207 FIG. BY 8.Chn CHECKED BY COLUMN DESIGN Fy= 42ksi Lu= 40.0 in Ly= 51.0 in Nx= 1.00 (LONGITUDINAL) Ny= 1.00(TRANSVERSE) A= 0.853 in^2 )x= 1.373in^4 m= 1.34Qin ry= 1.150 in Sx= 0.915in^4 Sy= 0752 in^4 E K//r>0r<4.71 L—= 123.8 -y (d/r)x= 32.0 (kKr)y= 44.3 Fcr= 37.2 kmi Pn= 32.0 k FOR TRANSVERSE SEISMIC LOADING ' JOB NO. 17875 FOR LONGITUDINAL SEISMIC LOADING ' Fb=0.6*Fy= 25.2ksi Ma = Fb°8x = 23.1 k-in PYPa+W/yNo=KO5C}1.07)+(37.38/23.O8)= 1.314 < 1.33 OK 0PALLET RACK DESIGN BOEING p0.Box 37m Seattle, Washington 98124-2207 FIG. BY S.Chn CHECKED BY COLUMN DESIGN (CONT)- P/Pm=O127<=O15Therefore noadditional checks need bobamade DIAGONAL BRACE DESIGN - FOR 14 Gage Brace Fy= 4% ksi A= 0.284 in^2 ry= 0.404 in KI/ry= 160.4 Pn=A°Fy= 11.93 kips HORIZONTAL DISTANCE (Lh)= VERTICAL DISTANCE (Lv= BRACE LENGTH (Lb) = 9.74 ksi P=Lb~V1/Lh= 3.33 kips 133 OK NOTES: 1. Shelf QLincludes 2beams and the shelf material weight. 2. Per the 2008 Rack Manufactureres Institute (RMI) Specification Section 2.3, a safety margin of29%ofone unit (paUet) load (not the shelf load) ishobeused for evertical impact load, Therefore it|uassumed that there are 2pallets onthe shelves wfthe 1O' racks and 3 pallets on the 14' racks, unless the shelf load is to consist of a single load as stated in the Structural Properties of the beam on the Summary sheet, page 1. 3. |tisassumed that the distance between the COG and shelf top isequal hmhalf ofthe distance hothe next shelf, and atthe top shelf it isequal hohalf ofthe distance hothe shelf below oraminimum of12^ 0 BASE PLATE DESIGN BOEING P. O. Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY S. Cho CHECKED BY BASE PLATE DESIGN DIMENSIONS: N = 5.00 " B = 8.00 " d = 3.00 '' bf = 3.00 " x = 0.75 " PLATE THICKNESS = 0,500 " PIER SIZE = 0 so in Bolt dia = 0.5 " MATERIAL PROPERTIES: fc= 3000 psi Fy = 36 ksi Es/Ec = 0.3 LOADS: •••11m.. JOB NO. 17875 DATE 09/16/19 REV'D B P(DL+LL)= 4.05 k LONGITUDINAL- P (seis)= 0.00 k (See Note 1) M (seis)= 0.00 "k V (seis) = 0.68 k TRANSVERSE- P (seis)= 6.53 k M (seis)= 0.00 " k (Braced Transversely) P(uplift)= V(seis) = 1.03 k P + Pc 2.89 k Note 1. Longitudinal moment will be zero with a pinned condition. LOAD 'MP E : a) UN WPM S b ) DAP E Z 0 DAL S c) TR BEICULAR ILENAME: PALLET RACK 9-101 Water Jet.xlsm Page 14 of 21 9/17/2019 7:08 PM BASE PLATE DESIGN 0 BOEING P. O. Box 3707 Seattle, Washington 98124-2207 PROJECT FIG. BY 9-101 Pallet Racks @ Grid J/2 S. Cho CHECKED BY JOB NO. 17875 DATE 09/16/19 REV'D DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL, LL AND SEISMIC LOADING IN THE LONGITUDINAL DIRECTION: Pc = P(DL+LL) + P(SEISMIC LONG.) = 4.05 k BOLT AREA, As = 0.20 sq in A=B*N=8,00*5.00= 40.0 sq in Sx = N * BA2/6 = 53.3 inA3 f = B/2 x = (8.00/2) - 0.75 = 3.25" e = M/Pc = 0.00/4.05 = 0.00" BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) Smin = 0.10 ksi Smax = 0.10 ksi Pt = 0.00 k NO ANCHOR BOLT TENSION BASE PLATE DESIGN PROCEDURE FROM AISC 13TH EDITION pp 14-3 THRU 14-6, m = (N - (.95*d))/2 1.08" n = (B - (.8*bf))/2 2.80" I = 2.8 fp = 0.10 ksi A1 =B*N=8.0*5.0= 40.0 sq in A2 = 0 sq in (Pier size) DETERMINE tp: 2P. 0.90Fy* BN 0.221" < GOVERNS ACTUAL tp = 0.500" > 0.221" OK ILENAME: PALLET RACK 9-101 Water Jet.xlsm Page 15 of 21 9/17/2019 7:08 PM 0BASE PLATE DESIGN BOEING P.0. Box 3707 Seattle, Washington 98124-2207 PROJECT FIG. BY S.Cho CHECKED BY JOB NO, 17875 DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL^ LLAND SEISMIC LOADING |NTHE TRANSVERSE DIRECTION: Pc=P(DL+LL)+P(SE\SK8|CTRAN8j= 10.58h BOLT AREA, Am= 0.20mq|n A= B ° N =8.0O°5DO = 40.0mqin 8y= 8 ° N^2/G= 33.3 in^4 f= N/2 = (5.80/2) = 3.50" BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH C>NPREVIOUS SHEET) Smex=O.20kmi Smin = 0.28 kai NO ANCHOR BOLT TENSION DUE TO MOMENT Pt=1.44k ANCHOR BOLT TENSION DUE TOUPLIFT BASE PLATE DESIGN PROCEDURE FROM A\8C8THEDITION pp3'1O6THRU3'1O8. fp= 0.26ko\ OETERM|NEtp: 2P. = 0.358" < GOVERNS ACTUAL tp= 0.508" > BENDING DUE TO UPLIFT: MAX Pt= 1.44h yN = Pt° (n-x) 2.527"h S=(N°tp^2)/G= 0.208|n^3 fb=K4/S= 12.13 ho| Fb = 1.33° O.75°Fy = 36.00 koi 0.358" OK 0 BASE PLATE DESIGN BOEING P. O. Box 3707 Seattle, Washington 98124-2207 PROJECT FIG. BY 9-101 Pallet Racks @ Grid J/2 S. Cho CHECKED BY JOB NO. 17875 DETERMINE CONCRETE AND BASE PL STRESSES DUE TO DL AND LL: BASE PLATE LOAD TYPE: UNIFORM Smin = 0.10 ksi Smax = 0.10 ksi fp = 0.10 ksi DETERMINE tp: 2P. 0.132" < GOVERNS 0.90Fy* BN ACTUAL tp = 0.500" CHECK ANCHOR BOLTS: MAX Pt = 1.44 k - MAX V (PER BOLT)= ANCHOR BOLT TYPE: SPECIAL INSPECTION?: DIAMETER: EMBEDMENT: TENSILE CAPACITY = SHEAR CAPACITY = INTERACTION: 0.51 k 0.500" 3.250" 0.132" OK 3.27 = HILTI KWIK BOLT TZ Yes 2,39 k 2.84 k DATE 09/16/19 REVD -1.82 k MAX Pt MAX V 5 1.00 TENSILE CAPACITY SHEAR CAPACITY 1.44/2.39 + 0.51/2.84 = = 0.605 + 0.181 = 0.786 < 1.33 OK ILENAME: PALLET RACK 9-101 Water Jet.xlsm Page 17 of 21 9/17/2019 7:08 PM OSLAB CHECK BOEING P�ummun Seattle, Was p�� PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY G. Cho CHECKED BY CHECK SOIL BEARING TRANSVERSE FORCES: P(DL)= 0.30 h P(LL)= 3.75 h = 1O.68k SLAB THICKNESS = 8.00in fco= 3.000 poi h/= GD.ODUpm| ALLOWABLE SOIL BEARING PRESSURE 2.000 psf ALLOWABLE SOIL BEARING PRESSURE FOR SEISMIC = 2,667 psf BASE PLATE AREA N = 5.00 in B= 8,00 in Abaae= 5.00°8.00= EQUIV CIRCULAR AREA s .'. [°pv* = 1E b = 7.14 in L= 11.57in 3.57 in LOADED CIRCULAR AREA 2.92of FOR DL+LL SOIL BEARING PRESSURE 1387 psf FOR DL+ILL +SEISMIC SOIL BEARING PRESSURE 3625 psf /Lswxms: PALLET RACK o-1u1Water xet.xlvm JOB NO. 17B75 � 0 SLAB CHECK BOEING P.O. Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks © Grid J/2 FIG. BY S. Cho CHECKED BY JOB NO. 17875 DATE 09/16/19 REV'D AS SOIL BEARING PRESSURE DIRECTLY BELOW THE BASE PLATE IS NG, DETERMINE THE AREA REQUIRED TO BRING IT WITHIN ALLOWABLE. REQUIRED LOADED AREA = 3.97 sf SOIL BEARING PRESSURE (DL+LL) = FACTORED SBP = 1.4D +1.7L = 1,020 psf 1,712 psf SOIL BEARING PRESSURE (DL+LL+E) = FACTORED SBP = 0.75(1.4D + 1.7L + 1.7(1.1E)) = REQUIRED LOADED AREA RADIUS = 13.49 in CHECK SLAB CAPACITY - UNREINFORCED: Mu = (3.59 * 10.99^2)/(2 * 12) = Vu = 1.4D +1.7L = Vu = 0.75(1.4D + 1.7L 1.7(1.1E)) = FOR PLAIN CONCRETE: SLAB BENDING: S = (bdA2)/6 = 2,667 psf 3,593 psf 18.1 in k/ft = 6.795 k 14.26 k 1.51 ft-k/ft <---GOVERNS 128 in3 Fb = 5*(fc)^0.5 = 273.9 fb = M/S = 141.2 psi 273.9 psi OK PUNCHING SHEAR: bo = 2*((N+t)+(B+t)) = 58 in phi*Vc = 0.85*(2.66)*(fc^.5)*bol ILENAME: PALLET RACK 9-101 Water Jet.xlsm 57.5 kip OK Page 19 of 21 9/17/2019 7:08 PM 0 SLAB CHECK BOEING P. O. Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY S. Cho CHECKED BY JOB NO. 17875 DATE 09/16/19 REV'D CHECK RESISTANCE AGAINST UPWARD LOAD - UNREINFORCED UPLIFT = 2.89 k REQUIRED AREA OF SLAB FOR RESISTING UPLIFT = 28.88 sf REQUIRED LENGTH WITH 40 IN WIDTH = 8.66 ft DESIGN LOAD FACTOR = Mu = Vu 1.26 k-ft / ft 0.58 k /ft PLAIN CONCRETE: SLAB BENDING: S = (be2)/6 = fb = M/S = 141.2 psi 1.35 (FACTORED SBP / SBP) 128 in3 Fb = 5*(fc)^0.5 = 273.9 273.9 psi OK PUNCHING SHEAR: bo = 2*((N+dt)+(B+dt)) = 39 in phi*Vc = 0.85*(2.66)*(fe.5)*bo*dt ILENAME: PALLET RACK 9-101 Water Jet.xlsm 15.7 kip OK Page 20 of 21 9/17/2019 7:08 PM 0 COMPONENT CAPACITIES BOEING P. O. Box 3707 Seattle, Washington 98124-2207 PROJECT 9-101 Pallet Racks @ Grid J/2 FIG. BY S. Cho CHECKED BY SHELF DEAD LOAD = DESIGN LIVE LOAD = TOTAL RACK LOAD= 200 LBS PER SHELF 2500 LBS PER SHELF 2700 LBS PER SHELF JOB NO. 17875 DATE 09/16/19 REV'D COMPONENT MAXIMUM RATIO OF ACTUAL TO ALLOWABLE LIVE LOAD CAPACITY PER SHELF (LBS) BEAM 0.663 3872 BEAM WELD / END PLATE 0.807 3148 COLUMN 0.988 2533 BRACE 0.210 12674 BASE PLATE 0.716 3573 SLAB 0.516 5037 SOIL PRESSURE (SEISMIC) 1.000 2500 ANCHOR BOLT 0.591 4369 SELECT LOAD LIMIT TO BE POSTED ON THE PALLET RACK = 2500 LBS PER SHELF NOTE: SOIL PRESSURE IS NOT A LIMITING COMPONENT AS THE BEARING AREA IS AUTOMATICALLY INCREASED TO ACCOMMODATE THE DESIGN LIVE LOAD. ILENAME: PALLET RACK 9-101 Water Jet.xlsm Page 21 of 21 9/17/2019 7:08 PM PERMIT COORD COP'( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0302 DATE: 09/19/2019 PROJECT NAME: BOEING #9-101 RACKING SITE ADDRESS: 9725 E MARGINAL WAY S BLDG 9-101 X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural n Planning Division Pe 2 mit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/24/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/22/2019 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 BOEING COMPANY, THE Espanol Cmritact Search L&I Page 1 of 10 Safety & Health Claims & Insurance Washington State Department of Labor & Industries A-Z 1odex Help My L&l Workplace Rights Trades & Licensing BOEING COMPANY, THE Owner or tradesperson LOHR, MICHAEL Principals LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End: 01/13/2017) WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) VVOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) WA UBI No. 178 005 030 100 NORTH RIVERSIDE M/C 5003-3357 CHICAGO, IL 60606-1596 312-544-2535 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971— 01/22/2021 Bond FEDERAL INS CO $12,000.00 Help us improve https://secureini.wa.gov/verify/Detail.aspx?UBI=1780050308cLIC=BOEINC*294ML&SAW= 10/23/2019 BOEING COMPANY, THE Bond account no. 81312466 Page 2 of 10 Received by L&I Effective date 01/14/2002 01/01/2002 Expiration date Until Canceled Insurance Ace American Insurance Company Policy no. HDOG71574441 $10,000,000.00 Received by L&I Effective date 10/1712019 10/01/2019 Expiration date 10/01/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 700,216-00 Doing business as BOEING COMPANY Estimated workers reported N/A L&I account contact - Email: ©Inl.wa.gov Track this contractor Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Needs to complete training. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 10/23/2019 VICINITY MAP PROJECT _ SITE Q FROM DOWNTOWN SEATTLE oD 0 14-01 d 7-127 Q KING COUNTY AIRPORT OF IC 900 CENTER (FAA) O 53 � 9'99 9 yg op0 9"Z Q O Q � OO,eo v� 99 EXIT %BOW GE EXIT 158 158 OXBOW LOT d s sibOE1NG ACCESS R Q v QA r � 0 EXIT u 157 EXIT 157 599 FROM KENT\ 900 TUKWILA EAST MARGINAL WAY &AUBURN CORPORATE PARK 5 99 DEVELOPMENTAL CENTER ,r� r Y T,,.,::,*>+.asy;' ~nt'` k S�:`�e a. F"a T'•t �§; a3T" 1 �l J c, Y��+=.�,,,.� • N 0, d � �7 �a..:�..... `' Sry ��T � �..,.. ,.w '�T��a ,,,,., �rM:. �,�. d� as k' .q t t ,t° �°^ca•. !T r CTu"a a. L T L 9725 !d EAST MARGINAL IARGr �,� WAY , SOUTH TUKWILA, Wr I 98108 AI 1a 0 NO SCALE GENERAL NOTES I CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO THE CONSTRUCTION MANAGER AFTER COMPLETION. I PROJECT CHECKLIST CHECK BOX ® THESE DRAWINGS CONFORM TO THE 2015 I.B.C. CODES AND THE WAG 51-50 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. ® ENGINEERING CALCULATIONS ( IF APPLICABLE ) ❑ ROOMS LABELED PER OCCUPANCY PER I.B.C. TABLE 10-A. ❑ BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ❑ 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH U11LI11ES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 5 SETS OF WORKING DRAWINGS ® 2. TENANT IMPROVEMENTS, 4 COMPLETE SETS ❑ 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION/SPRINKLERS, 2 COMPLETE SETS BRIEF PROJECT NARRATIVE RELOCATE EXISTING 3'-6'W x 14'-0"L x 12'-O"H PALLET RACK PER PLAN DRAWING ON FIRST FLOOR OF INDUSTRIAL BUILDING. THE PALLET RACK WILL BE STORING METALS IN TUB SKIDS AND NO FIRE SPRINKLER SYSTEM IS REQUIRED. DRAWING INDEX SHEET NO. DRAWING NO. SHEET TITLE REV DATE GO 09-101-GO TITLE SHEET E 09.17.19 1AO1 09-101-1AO1 FIRST FLOOR PLAN (COL. A-Z/1-23) K 09.17.19 1S461 09-101-1S461 PARTIAL FLOOR PLAN (COL. H-K/1-3) - 09.17.19 S595 09-101-S595 PALLET RACK SCHEDULE AND DETAILS A 09.17.19 FILE SEPARATE RMIT:no- Mach WcaV Plan review pmv �l( Plum inp arta Xo City of TO Ri III G D wila VISION REVIEWED--- -- _ CODE COMPLIANCE _ REVISION$ No etsr:.Oes shall 5e Made to the scope Of work w'nnout P,O' approval or the u w1 a building Division. NOTE: Revisl6rls will recwre a new plan I o u BUILDING DI ila 1 na panrevLaw. ISI COPY P,n Na. � omissions. Approval of construction tlowmants tloas n0l dUthOr¢a the VIOId110n Of BttY dtlOpietl COtla Ot OrtlindnCR. acetpt 0 aDOrOVatl 1a copy itlons is n g ' BUILDING DIVISION CODE SUMMARY LAND USE CODE CITY OF TUKWILA BUILDING CODES 2015 I.B.C. CODES AND THE WAC 51-50 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. OCCUPANCY GROUP GROUP B AND GROUP F, DIVISION 1 (OFFICE AND FACTORY) CONSTRUCTION TYPE TYPE B, NON-COMBUSTIBLE SEPARATION 60 FEET (MINIMUM ALL SIDES) FLOOR AREAS: 295,878 (UNLIMITED PER IBC 507.3) RECEIVED BUILDING FOOTPRINT 713:829 CITY OF TUKWILA BUILDING GROSS 1,116,306 TUNNEL 50,910 SEP 19 2019 FIRST FLOOR 713,829 MEZZANINE 55,689 PERMIT CENTER EFFECTED AREA 55 SF OF STORAGE BUILDING HEIGHT STORIES 111 FT. MAXIMUM 2 OCCUPANT LOAD: OVERALL (NO CHANGES) HANDICAPPED REQUIREMENTS BARRIER FREE FIRE PROTECTION FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT SEISMIC SDC "D" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE O` i of w O �r�, ro '' q �GtS!>x o�2"$ �SjONP1-� ACCEPTABILITY THIS THIS DESIGN AND IS APPROVEDERMHEI!R •^• Sc •� a4oiliLt TITLE SHEET WKKtrv1 KLWNUry WQ W6868195 # SHEET WMUM E DATE 09.16.19 A HAND TRIP RELOCATION J#57655800 WEM 10.03.07 CHECKED B PALLET RACK INSTALLATION WO#13543729 SG TWH 10.t7.t2 PROVED BY DEPT. DATE SC TITLE PALLET RACK INSTALLATION 1 1 BUILDING 09— I D I PERMIT MASTER DEV. CENTER, WA j'10 G C PALLET RACK INSTALLATION WO# W1609835 SC 05.06.13 H K D PALLET RACK INSTALLATION WO# 2424849 SC 11.19.14 APPROVED JOB NO. COMP NO. E RELOCATE EXISTING PALLET RACK WO# W6868195 SC JMK 09.16.19 9 /-7 f:::# APPROVED DWG N0. I' I REVISION BY I APPROVED DATE SYM MIC EXPANSION 180450-00 TWH 12.03.08 - RECORD DRAWING NEW 35' DOOR WO#11111147 TWH 10.14.10 K RELOCATE PALLET RACK HUSTLE OLT WO#11246633 SC TWH 03.24.11 REDLINES C007 11045.DO1 NC DLR GROUP RJV 10.02.12 ADC THERMOPLASTICS AFP 33205-10 DLR GROUP JB 06.28.17 FIRST FLOOR PLAN N SCALE: NONE REVISION BY APPROVED DATE 33205-10 DLR GROUP J8 01.01.19 W68681951 S. CHO I JMK 1 09.16.19 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. I D Iwer"lI - COMBINED OCCUPANT LOAD TOTAL EXIT CAPACITY ® PANIC DEVICE FE FIRE EXTINGUISHER GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES T JLYJ JG T T T Elf2Carl ,r// �//.1: �i./�i. %iFIRMS ME SIMMONS 'IArffJl %i®:1Z100A AA '/Fill,/fib r AdO CITY OF TUKWILA t�a _ 302 PERNUT CENTER 17 EXITING PLAN TITLE RELOCATE PALLET RACK @ WATER JE BUILDING 09-101 ARCHITECTURAL MASTER CURRENT REVISION SYMBOL ��// GATE W6868195 K 09.16.19 SHEET SEQUENCE NO. 'M 1 A01 W6868195 DEV. CENTER, WA DWG NO. 09-101-1A01 -PARTIAL FLOOR PLAN SYM I REVISION BY I APPROVED DATE SYM REVISION BY I APPROVED DATE — RELOCATE PALLET RACK WO# W6B68195 & CHO JMK 09.16.19 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ?PROVED BY I DEPT. D 09.16.19 SUBTITLE NON SPECIFIC, NOTE APPLIES TO ROOM SPECIFIC, NOTE APPLIES TO SPECIFC ITEM ® EPDXY FLOORING 1. COORDINATE WORK WITH ALL TRADES REQUIRED TO COMPLETE THE WORK. 2. LEAVE WORK & STAGING AREAS CLEAN & UNCLUTTERED AT THE END OF EACH DAY AND THE END OF THE JOB. 3. REMOVE ALL DEMOLISHED MATERIALS FROM BOEING PROPERTY. 4. REMOVE ALL TOOLS & MATERIALS FROM THE WORK AREA. 5. NO CHANGES SHALL BE MADE TO THE DRAWINGS WITHOUT WRITTEN APPROVAL BY THE FACILITIES ENGINEER RESPONSIBLE FOR THAT PORTION OF THE WORK. CONSTRUCTION NOTES RELOCATE EXISTING PALLET RACK 4 WATER JET AREA (W6868195l 1� REMOVE EXISTING PALLET RACK RE —INSTALL EXISTING PALLET RACK PER SHEET 09-101—S595.dwg k RELOCATE EXISTING PALLET RACK BUILDING 09-101.1 MASTER COL. H—K/1-3 �l MID 1Ai 1Ai2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 n tA22 1A23 tA24 1A25 tA26 tA27 �s tA28 tA29 1A30 1A31 1A32 IA33 19 zo v 1A34 1A35 I IA36 1A37 1A38 1A39 I tA40 1 1A40 tA42 1A43 IA IA45 IA46 zz zs RECEIVED CITY OFTUKWILA KEY PLAN N SEP 19 2019 SCALE: NONE PERMIT CENTER 8 4' 0 1 8' 16' SCALE: 1/8" = 1'—On CURRENT REVISION SYMBOL DATE WO# W6868195 — 09.16.19 SHEET SEQUENCE NO. 1 S461 DEV. CENTER, CENTER, WAI_.._ '._' 09-101-1S461-. '._. 09-101-1S461 UPRIGHT FRAME = ASSEMBLY (COLUMNS, STRUTS W & DIAGONALS) — --------------- -------------------- S � = SHELF BEAM (TWO N PER SHELF, TYP) w In w 0 i U) Li w co SEE SCHEDULE SEE SCHEDULE TYPICAL FRONT ELEVATION r� SCALE: 1/2"=1'-O" S593 S575 NOTE: THE COLUMNS, STRUTS, DIAGONALS, AND BASE PLATES ARE SUPPLIED BY THE MANUFACTURER AS PREFABRICATED UPRIGHT FRAME ASSEMBLIES. TYPICAL END ELEVATION SINGLE ROW PALLET RACKS SCALE: 1/2" = 1'-O" S593 S595 PALLET RACK SCHEDULE RACK IDENTIFIER SHELF CAPACITY (POUNDS) UPRIGHT COLUMN TYPE UPRIGHT FRAME WIDTH UPRIGHT COLUMN HEIGHT BEAM TYPE BEAM LENGTH BEAM END BRACKET TYPE BEAM END BRACKET WELD TYPE NUMBER OF SHELVES SHELF HEIGHTS ABOVE FLOOR (INCHES) REMARKS PR1 2500 LM30 40" 14'-0" LBC50 14'-0" 4 PIN C 3 48, 96, 144 SEE CONSTRUCTION NOTE 1. PR2 2500 LM30 40" 14'-0" LBC50 14'-0" 4 PIN C 3 48, 96, 144 SEE CONSTRUCTION NOTE 1. PR3 2500 LMT30 40' 14'-0" LBC50 14'-0" 4 PIN D 3 40, 80, 120 SEE CONSTRUCTION NOTE 1. PR4 2500 LMT30 40" 14'-0" LBC50 14'-0" 4 PIN D 3 40, 80, 120 SEE CONSTRUCTION NOTE 1. GENERAL NOTES 1. ALL NEW RACK COMPONENTS SHALL BE MANUFACTURED BY LODI METAL TECH (LMT). 2. NEW COLD FORMED RACK COMPONENTS SHALL BE 50 KSI YIELD STRENGTH STEEL UNLESS NOTED OTHERWISE. 3. SPECIAL INSPECTION IS REQUIRED FOR ANCHOR BOLT INSTALLATION. SEE ANCHOR BOLT DETAIL ON THIS SHEET. 4. INSTALL BOEING STANDARD WIRE RACK SHELVING UNITS ON ALL SHELF BEAMS. 5. INSTALL 24" HIGH COLUMN PROTECTORS AT THE BOTTOM OF ALL COLUMNS THAT FACE THE DIRECTION OF LOADING. 6. INSTALL ONE 3/8" DIA HEX HEAD BOLT AND NUT THROUGH BEAM BRACKETS AND COLUMNS, AT EACH BEAM TO COLUMN CONNECTION (AS A BEAM RETENTION SAFETY DEVICE). 7. WHEN BACKSTOP BEAMS ARE PURCHASED, THEY SHALL BE THE SAME MODEL BEAM AS IS USED FOR NEW SHELF BEAMS, WITH 4-PIN END BRACKETS AND TYPE D WELDS. 8. INSTALL SHELF LOAD CAPACITY SIGN ON EVERY SHELF OF EACH SEGMENT OF RACK. DOWN GRADE THE EXISTING CAPACITY SIGN PER PALLET RACK SCHEDULE ABOVE. SYM REVISION DY APPROVED DATE - INSTALL PALLET RACK W0#11305358 SC TWH 03.18.11 A RELOCATED PALEET RACK WOE W6868195 SC JMK 09.16.19 CONSTRUCTION NOTES L RELOCATE EXISTING TWO (2) PALLET RACKS PER PLAN DRAWING 09-101-S593. REVISION BY I APPROVED I DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIRCATION IS APPROVED PPROVED BY I DEPT. T 0 ----------i I------- _�_Q_©_ Q 2" R3/8" N N TYP SEE SCHEDULE TYP 1/4" 00 .06" 125" REF 0.531" SQUARE -$- ---------- R1/8"13/4„ TYP LM30: 12 GA ASTM A570 GR50 FRAME COLUMN DETAIL LENGTH, SEE FRAME ASSY 14 GA ASTM A570 CR50 STRUT & DIAGONAL DETAIL BEAM BRACKET ASSY BEAM LENGTH PER SCHEDULE 01 to c I I ®I I BEAM SECTION ASTM A570 I I BEAM ASSEMBLY 19/32"0 (2) HOLE .362±.030 C1006 COLD HEAD QUALITY BEAM SAFETY LOCK PIN 344" 110 +__�.�188±.Oo5 156"±.005 C1010 COLD HEAD QUALITY BEAM BRACKET STUD 1 1 /4" SPRING-.030 ' C1075 SPRING n, STEEL HARDENED TO RC44-48 CROSS STAKE SPRING LOCK ASSY LOCK ® BRACKET 1 ® 7 GA L1� 1 0 ASTM 570 1 GR36 l STUD, TYP CROSS 14 PLCS I STAKE, TYP PIN') BASE: 3/8" PLATE, ASTM A36 "5/ TWO 1/2" DIA ANCHOR BOLTS REQUIRED BASE PL TO COLUMN DETAIL BEAM BRACKET ASSY 19 1/2"0 HILTI KWIK BOLT TZ BEAM BRACKET ASSY, TYP EA END OF BEAM NOTE: TYPE D WELD IS DEFINED AS "ALL AROUND" WELD BETWEEN BEAM SECTION AND END BRACKET, AND IS REQUIRED FOR ALL NEW BEAMS. (TYPES A, B, AND C WELDS HAVE SOME, BUT NOT ALL OF THE CONTACT SURFACES WELDED; THEY EXIST ON MANY OF THE BEAMS PURCHASED IN THE PAST. PALLET RACK SCHEDULE AND DETAILS 03.7 8.17 03.18.11 "TEE WATERJET RELOCATION 00 4 w Ll a o �r 4 a m e a n w ° B 1 a a 4 o=;ECEIVEO CITY OF TUKWILA SEP 19 2019 PERINUT CENTER ANCHOR BOLT DETAIL 4RRGIVI RGVI�IVIV JiMtlVL UHIt WO# W6868195 A 09.16.19 HEET S595 OB NO. - COMP NO. 17 STRUCTURAL MASTER DEV. CENTER, WA I _"_ ' ' 09-101-S595