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HomeMy WebLinkAboutPermit D96-0080 - BOEING #9-04City of Tukwila • (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 562420 -1032 Permit No: D96 -0080 Address: 9303 EAST MARGINAL WY S Status: ISSUED Suite No: Issued: 12/04/1996 Location: Expires: 06/02/1997 Category: ACOM Type: DEVPERM Zoning: M2 Const Type: II -N Occupancy: WAREHOUSE Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: SPRINKLERED Setbacks: North: .0 South: .0 East: .0 West: .0 Water: SEATTLE Sewer: SEATTLE Wetlands: Slopes: Y Streams: Contractor Licence No: BOEINC*294ML OCCUPANT BOEING *9 -04 9303 EAST MARGINAL WY S, SEATTLE, WA 98124 OWNER BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTRACTOR BOEING COMPANY P.O. BOX 3707, M/S IF -09, SEATTLE, WA 98124 CONTACT TERRY BENNETT Phone: 206 544 -2975 P.Q. BOX 3707, M/S 46 -87, SEATTLE, WA 98124 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL TWO SECTIONS OF PALLET RACKS. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: 4 .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 54.00 r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature 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 provision of any other state or local laws regulating construction or the performance of work; I am authorized to sign for and obtain this development per Signature: _�5� ` = ` =`'��2 Date: //�,��lo Print Name: 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. CITY OF TUKWILA Address: 9303 EAST MARGINAL WY Suite: Tenant :. Type: DEVPERM Parcel #: 562420 -1032 Permit No: 096-0080 Status: ISSUED Applied: 11/26/1996 Issued: 12/04/1996 k***• k* k******* k** k• k**A ***•k ** ***k* *** *A*k *•k *•k ** **• k• k *•k ***•k **k** ***k•k•kk•k*kk ** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and.the .Tukw.i,l;•a._:.Building Division. 2. All permits, inspection, )3'ecords and'appraved plans shall be available at the ,lab;`s;ite" prior to the-start. of any con - struction. These °documentare to be maintained, and avail- able until final;: inspection approval is granted` 3. All construction to be done in 'conformance :with approved plans and :requ i reme•nts - of the ,Uniform Building 'Code (1994 Edition), as• amended,` Uniform Mechanical : Code (1994 . Edition), and Washington State Energy Code' (1994 Edition) 4. Validi,ty',of Permit. The iss ranee of a permit_ or approval :of plansi.;specificat•ions,: and :Computations shall not be con= strueti 1"to be a permit for, Or an approval of, any violation, of anvr of;.. he provisions of the-building code or Hof any other`, ord'i nance of the j uri sdi ction.: No permit presuming to auth.oOty' to violate or cancel the provisions'of this code 'sha l'1 be,• va l i d:' CITY OF T'IKWILA Permit CenterL 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 498188 (206) 431 -3670 +'g'' %;�rr ,its {•, •L, ;. z'; �'t ��` � �• rr'w. Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: BOEING DEFENSE AND SPACE GROUP Value of Construction: `S et9, Site Address: City State2i : 9303 "./yl �/a4. 9-oZ4i • Tax Parcel Number. sS1? O zt,3L- Property Owner: THE BOEING IRPLANE COMPANY // Phone: Will there be a change of use? ❑ yes It no Street Address: PO BOX 3707 M/S 46 -87 SEATTLE, WA Sts Fax 1: 206- 544 -2854 Contact Person: TERRY BENNETT Phone: 206- 544 -2975 Street Addresvu BOX 3707 M/S 46 -87 SEATTLE, WA. 9812 State/Zip: Fax N: 206- 544 -2854 Contractor. /� (tA/I4\ Phone: Street Address: City State/Zip: Fax #: Architect: Phone: Street Address: City State/Zip: Fax 1: Engineer: JON � Ics- 9 -04- g 61)6 Phone: Street Address: t * --76 4g r LO City State/Zip: Fax 1: Description of work to be done: (cal) p4' L E-1- 1- g_A-G� lNs L� Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family i ❑ Warehouse ❑Hospital ❑ Church 21 Manufacturing ❑ Motel/Hotel ❑ Office ❑ School/College /University ❑ Other Proposed use: Cl Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School/College/University ❑ Other Will there be a change of use? ❑ yes It no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 7 yes ❑ no Existing fire protection features: ersprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 2,..0 / 2' 2 existing Area of Construction: (sq. ft.) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes El no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets 4 ?if l �iT it qUE t7i 'PUBLIC WGRAC$t 19KRON ?REVIEWOPTHENCLOW(N Ad tflatial��;re Ii aina .befilefei'tilt)i% a b'� ii e;Pt�b11c.W6rks:De.srtmenf,; Y� �'_„ ❑ Channelization/Striping ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer 11: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): Size(s): Size(s): ❑ Curb cut/Access/Sidewalk ❑ Flood Control Zone ❑ Water Meter /Permanent if ❑ Water Meter Temp # ❑ Miscellaneous 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Est. quantity: ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. Thls 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 may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: CTPERMIT.DOC 7/9/96 l-ako--qb Date application expires: i 1 -Q Al Appllcatlon t egy: (initials) ALL COMMERCIAL /MULTI -FA MI TENANT IMPROVEMENT/AL TE ION PERMIT APPLICATIONS MUS SUBMITTED WITH THE FOLLO G: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ►� ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED 1/A SUBMITTED , ❑ Complete Legal Description 1 ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which Include : 7 ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant'space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations In structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. Cl ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". Building Owner /Authorized Agent !f the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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 OR AUTHOR! D . AUTHOR!, ENT: Signature: � ----- i Date: Print name: TERRY : ETT Phone: 544 -2975 Fax i1: 544 -2854 Address f30X 3707 M/S 46 -87 City /State /Zip SEATTLE, WA. 98124 CTPERMIT.DOC 7/9/96 ' �****+*+*+�**+*+*� *��+ +****+*a**x*+*+***+**+** � CITY OF TUKWILA, NA ��~���� � � ]���� TRAMSMIT ***k**k k+****k+*k****+***•*****+******+***ak**i*�kir**k,k*+***** SM%T N R96�0514 Amount: 54 �0 �1/�6/96 1O �T8�N umber: � moun : 16 . : Payment MethOd: CASH Notation: BOEING Init: SLO -------~-~ ---------'----------- Permit No: D96^0080 Type: DEVPE8M DEVELOPMENT PERMIT Parcel No: 562420-1032 Site Address: 9303 EAST MARGINAL WY S Total Fees: 54.00 ; This Payment 54.00 Total ALL Pmts: 54.00 Balance: .00 .+*+****»*14^4+*******++*A*+k**+***kk+*****+++++k*+A»k***+*++*++* — ~~ Account Code 000/322.100 000y345.830 ' 000/386°904 Description BUILDING - NONRES PLAN CHECK ~ NONRES WTA7E BUILDING .SURCHARGE • Amount 30.00 19.50 4.50 11/26 9617 TOTAL 54°00 f.14.Y.TrAXOT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 6)-43_ 670 Pro}@gtOEINEr 3_1-" t TyK�`l'..�g ction: 4,...„..," ress: 16l ,A, 1 r A, WIG /Mrv�- 1 Date called:: _ — q 7 ecial instr ctions: S -t -.ov 2> "CALL- 'r�irgs�' Date wanted: _ 2 _C. f �� .m. Requester.----. `/ Phone No.: //u/zen % , �tf9� Approved per applicable codes. Corrections required prior to approval. (9% F,-71 Inspector: Date' $42. i 0 REINSPECTIO , FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 9 -04 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR PALLET RACK INSTALLATION JOB #765433 -LO NOVEMBER 15, 1996 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON • t APPROVAL G. MCKINN Y E. J. CARRIGAN 600% 3 10 %�v�iv 0300`\15‘`) RECEIVED CITY OF TUKWILA NOV 261996 PERMIT CENTER D'Wocjo w• Scs9Pe y 5 ANAL Y (5 r3 %I /VI /Ales T7 gP6 crnc y ©� ?fry, t61 zolc& 9' &A/6- A,vc /0' /// M'. W /TW/ sgeGoc PAC/NG e 4f/ 4 vo 7 ' . Lit= 300• LBs PER s WE LD 6/40,4,,e/y) G Y Pisr,eaeweD. PO-516N 4 s G. 94' Gvpr FGOA/6- 15#0 G / rigs Doc, WOO — 14302 -3 -r' /s 12,44E7 ,eAcg e5 Wrey 5/M lG Alt /IV Co/v 6W - olv T2 Ty- -C. G c- s PA-1E 12-16 vet/ O)XCCPTIoti or oMLY(2.) klve_v s /41V O 8 Se4/KS e Tz THA-W L3) s N E LV0s D 14' , OEA-M s, um. J ` r f'1I41ft REVISED QATE f K O` IDE i IN J A I-� TH PALLET R A C I\ 1/_C4S3 - /(0 CHECK //4 API AM M INE eA-M PL 74- L L m/s#o4f = .751. !co */ l'iSsqME &4 /57O /b/ BEM 0,7 shm '4v 'vz CeovNec,7 - /3V 78 �� (96Ta 8 (9697- . (98o) 8 (0, 80) =- 12(1 Z /444- •' -'d Awl a SOMA V rft.fitie /4,4 # o z = /G.' 0-'4/ owy e Nom = (15 1414) it 8 AIN ENDR. 4 4 , $lam o of t% R REVISED P PATE / /� OV ale 0 ZNsT, L L 7 76,6453 / /f CHECK r Z/4... A/R Z MR A1417E 1AO1 . . AV 57; V= zlcbt/ xvi V= 0,1375W Y� 0.671 ZC Isb1�> C,6 -YEL 1, x WN C.) i4/14s (Nova // wxhx PX Mawr 2 84' 3 ,1.5 _ 4 "'w Z64. 0,& 3.6 0,55 1612 / eke L 1 I5K 15 1 , .►" ©, 6 4 O.2 / , 4 0 - (19,3e' 415.b" 1 / 00 0 0.97 (I,'" rnovr 01.6 1`..'") (06) = 70, S 4 K -/N MAC _ F. 3o50,901" 74-1 E0, 18,5 li I /(, yS- 11(0.; ` Q &4 use () ' /4." Agoy,1s W 5 z/1 AT/47 op 1, Col 7 /-s n� ENGR. tj ,AM1/17v1 .�I"° REVISED DATE �" ROV,oE #j �' I rA I L PALLET' v R A c /-F l_ 7754 CHECK °Q 5//� • �/ AIR APR BOE/AW eele)-M si�E Mao Mao 2 m nor = `6'• A A-4/ 1 FPM Geza G(47 seeer Besifttr 1-111416 n- G/Pg f y M4 = 41, fS -C -,w • 3,6.&02it'' sX = l ,385oNt rx ►, 75 of IN WOO fetfriti r,41,4 Low jwz i —t 9, 1456 1-SC 6v (Noy' Ps PM ti 56c 1 9 � b 4/3 Goo ,?11714f( a &47trta .) ,f2 MN ,S/25 • ow, 70 i/RST S! 'l.f 484 N1 (Mr. car OM" , 1 m36 • a /fr - oveksr `r jar c4 . rpoy cut„,, > 3,o USE- i&M30 ("I 3 ix3 ENCR. d ,'Wr✓ 'III5[ V° REVISED DATE PRovOE y� / A I Sd /LL, r �/ { I �l I PALLET RFCc•■ .7 3 - I ` /w/71' CHECK '/4. APR APR B074/A/O ODI. CALIFORNIA 3U • StO1- 1-RY OF INTERLAKE ••■••••• I'LL H . :� DATE H DRAWI REVISIONS z� i 3E4m t " H " AREA y zx Sx rX I404 l t - : `i LH 511 3 .obgL 21/1 .1063 •1.998 4193 f•?1 �•t.',0? c.N 531 a •o6`f2 37 /16 •9191 •51g1S I•i5g5 I •`i3 LH 55( 5 •06Yz Lit I' i.3670 •4665 1.3Y51 14.7 LH 757 3 'v6YL 4'/,• 1.7/33 •770 piny 73.P2 LN 76Z 5 •o7of �I 113/8 2.L5/' •9752. 1.511Y '29.16 1-1-1 7 81 3 •ab'lz Si/8a 3•o104 1.570 1.7581 3471 r� k:, 7 .Y:. §1 ifigliti Witt ., -,... a :`7 z j NO 7 'i rr� . Li-1 7 d'$ L •ogof 5-14" '1•21751 /4193 I•71go 91,0 LH 795.3 •oyaf slizil •o7zo !.7873 r•iin3 5-3.42. ••H 81 3 -Oaf I 1 3/411 1.11/17 2- 4971 2•°Vi3 1 '1•91 1 LH 897 3 •tog I ON" 8••178[2.85-73 2.0795 P-,72. CONFIDENTIAL BEAM SECTION PROPERTIES • PREPARED BY P. s. Tin&►e1/ DRAWLJG NO. R-'1 DATE 14 SEP.'93 REVISION : NO. DATE BY MODEL t In H In. Co In Ix In'' Sx 1n3 rx in I In4 Sy 1n3 ry In AREA In2 LB020 .075 2 .75 .2928 .274 .716 .6033 .4133 --,I 1.031 - - -- - - .5718 L8030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 L8035 .075 .075 3.5 3 .75_1.1854 .75 1.3689 .6313 .8817 1.223 .184 .9475 .9403 .6712 .6099 1.093 .9820 .7922 .975 L8630 L9C35 .075 3♦ 5 .75 1.951 1.0473 1.363 .9705 .6159 .9614 1.050 L8C40 .075 4 1.5 2.6631 1.2769_1.538 1.105 .7096 .9921 1.125 L8C455 .075 4.5 1.5 3.5073 1.5033 , 1.709 1.2449 + .8025 1.018 1.200 ,.1,;,, .C_ 5, " '-1` 51.: Cum 6` 7 1 > <6$5 �ts.��. :?.+i• . t 90:''' ,1:.3902: yr'£9O29 i1 044 :;1-..2751 1.350 LBC55 :075_5.5 1.5 5.7951 2.0453 2.071 1.5 2.69 .9975 1.238 1 '5A 1060A .105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876 .105 6 1.5 9.587 3.1421 2.192 2.1979 1.4517 1.049 1.995 .8F356 .060 r 3.5 1.5 1.2039 .6277 1.274 .7576 .5097 1.011 .7414 .8F354 .075 3.5_1.5 1.4739 .7699 1.267 .9284 .6242 1.006 .9181 .BF404 .075 4 1.5 2.0512 .9481 1.437 1.0635 .7190 1.035 .9931 .8F454 .075 4.5 1.5 2.7526 1.141 1.605 1.1984 .8143 1.059 1.0681 .8E453 .090 4.5 1.5 3.2119 1.333 1.598 1.3985 .9497 1.054 1.2578 FRAMES WITH SEISMIC FOOT PLATES 40 35 30 25 20 15 10 0 0' to 40' Il1I1lIiiNNIII ■11■/111111■■■■■ ■mom \■■ ■ ■ ■■ 111111111111111111i!1111111 Riau; ■■ ■■11■■■■■■■■■■■■■■■■■ammummill a11■111■■11■■ ■11■■■■ ■1111■■bEMNII ■ \5■■•■ ■ ■ •■ ■ ■■■ LM30/30 ■■■ ■■■11 ■■11 ■■■M,u11■■■■■■■■ ■■■■■■■■■■ ■■■■■E.A■■■■■11■■■■11■■■■■■■■■■■ 1111111111ii!!11111111111111111 ■■■■■■■■■■ ■::•■■■■111111■■■■ ■■ ■■■■■■■■ ■■■■m::•o11■■■■■ iiiiiiiijHNUIHhIHIHHhI mmou ■■■■■ or\■1111■■11■ ■■■ ■■ ■ ■ ■■■■mag=m'!g.■ ■■■\:!p■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■\EC!WOM■■■■■■■■■■■ ■■■■11 ■■■■■ ■■■m.ii=:'ME11■a ■uuua■■■ ■■m■■ ■1111■■ ■■■■■■Main MERIM■ LM20 LM30/15 !II11111111111111111111l111111 111iiii ■= =1.:s:.=== = -.... 111111111111111111i1111� ■ LMI ■■■■■■■■■■■■■■■■■■■■■■■■■ Ii 1 1 5 71527 EQUIPMENT 41 Seattle, 241.5990 6 60' 70' 80' HEIGHT FROM FLOOR TO TOP OF LOWEST BEAM 90' LM30 /30 LM30/15 LM30 LM20 LM15 100' FRAMES WITH STANDARD FOOT PLATES. 35 30 25 0 0' to 40' op 1111hi._1111111111 111111111M1111111111111H1 ■ . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■����� b:A■■■■■ ■11.1111.11 LM30/30 ■ ■ ■■ ■11111111■ ■■■10.41111■■■■■■■■ ■■■ ■■■■■■■ ■■■■■■iOMOMM■■■■■■■■■■■■■■■■■■ ■■11■■11■■■11M::IAM11■■11■11■■■■■ ■■■ ■m■■■■■■■■ ■:=•.11■■■■■■■■■ �M■■■■■■■■ LM30 /15 11■■■■■■■■■■■Mig ■:;... ■11■■.■■■■.■ ■.■.11■■ ■■.■. ■■■■■■■g- E•■■M■■■■■INIMMI■■■■■ ■11■■■■l ■■■■:a- mmumm11 mmul ammo LM30 ■.m■■■■ ■ ■.m.gam„__m. 11 ■TOMP ■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■11Mi:. =!. ■ ■• ■•••• ■ ■ ■ ■■ ■ ■■■ ■■■■■ ■ ■ ■ ■ ■�.i.._E_EI■■■M■■■■ ■■■■■ LM20 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■���1�■��_ • .•111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■W' mom1��.mi!m ■■■■■■■■■■■■■ ■m11■■■■■■■■■■■■■m■■■■■■■::::.: • ■■m■■■■■■■■_■■■■■■■■■■■■■ • LM15 ■■■■■■■■■■■ ■■■■■■■■■■■■■ 0> • PINNED 50' 60' 70' 80' HEIGHT FROM FLOOR TO TOP OF LOWEST BEAM m ALL lomm MOMS 111 01411110: 10 NAM (MUM 0111100104 N- /111A1 11 NO 21100101111 ml/b•IQ ON VC 00011011 111144 11 MC 1101Uw0 W x CONDIT Of ILO 1[1011.Ml NC M MM C COP AN= 1990 90' LM30/30 LM30/15 LM30 LM20 LM15 100' LODI METAL TECH, INC. z00;; 95240 x 967 FRAME SELECTI ❑N GUIDE SEISMIC ZONE 11 1Qf r0•a 01 RAB 18JULY90 1OO am M Agp10 NR rxs NONE 7R7friE E28 '** -S3 414 COLUMN SECTION PROPERTIES PREPARED BY P.S.Tivey - DRAWING NO. R -Z DATE 16 JAN.'92 • REVISION NO. DATE BY A 15APR'93 PST MODEL t In H In B In X In IX 11,4 Sx 1n3 rx In Iy 1n4 Sy 1n3 ly In AREA 1n2 LM 15 .075 3 1.625 .689 .582 .388 1.156 .205 .219 .686 .411 LM 20 .075 3 3 1.435 1.023 .682 1.263 .872 .557 1.165 .618 :<.,. a .105 3 3 1.45 1:37. .915 1149/1.164 .752 191'5 :1159r LM20/15"7 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 L1420/204275 3 6 2.714 2.222 1.481 1.268 4.701 1.431 1.845 1.349 LM30/15'10075 3 4.625 2.789 2.126 1.417 1.23 3.052 1.094 1.473 1.384 I M30/20'1775 3 6 2.951 2.568 1.712 1.262 5.45 1.788 1.838 1.590 430/30.0.105 3 6 2.707 2.98 1.986 1.256 6.387 1.94 1.839 1.875 PRIMARY COLUMN PUNCHED LM x BAC1-UP COLUMN UNPUNCHED x x Page 3 of 4 3 0 Report No. 46: p. qtr';'' •. TABLE NO. II -KB-II CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)t•4 a (aches) Mew. (odes) r.. 2000 pol /'..7000 phi ' r..4000 p l /•, .11000 psi T44ebn than Tension Shur T.Mbn • shear Tension law sun* sp. Insp. anomie lip, insp. wan* Sp. rap. wuheue , to. nap. wlw_ Sp. trap. wnham, $p• hap. wise. %A trap. wlureuts $p. n.a Sher '/4 11/, 250 125 400 310 155 400. 360 180 400 440 220 400 1/4 • 2 525 265 400 • 550 280 400 590 295 400 625 315 1/4 1/4 33/4 625 315 400 623 315 400 625 315 400 625 315 3/s '4 13/4 500 230 925 615 310 975 710 355 3025 800 400 1.025 3/a 21/2 1.125 565 1.100 1.210 605 1.100 1,290 645 1.100 1.450 725 1.100 ' 3/a 41/4 1.250 625 1.100 1.300 650 1.100 1.350 675 1.100 1.450 725 1.100 ' 1/2 214 1.100 550 1.810 1.230 615 1.840 1.365 680 1.840 1,625 815 1.840 1/2 31/2' 1.750 875 1.840 2.000 -100 I/ 1.340 2.250 3.125 •1.840 2.625 1.315 1.840 • 1/J 6 1.950 975 1.840 2.165 3080 1.840 2.375 1.190 1.840 2.625 1315 1.840 5,, 23/4 1.500 750 2.875 1.750 875 2.875 2.000 1.000 2.875 2300 1.250 2.875 S/4 4 2.250 1.125 3.325 2.670 1 .335 3.125 3.090 1.545 1125 3.925 1.465 3.125 3/, 7 3.000. 1.500 3.125 3.250 1.625 3,125 3.500 1.750 3.125 3.925 1.965 3.125 3/4 314 1.850 925 3.875 2.175 1.090 3.875 2.500 1.250 3.875 3.000 1.500 3.875 3/4 4'/, 2.750 1 .375 4.225 3.875 1.940 4,225 4.500 2.250 4,225 5.500 2.750 4.225 3/4 8 3.750 1.875 4.225 4.625 2.315 4.225 5.500 2.750 4.225 5.925 2.965 4.225 1 41/3 3.125 1.565 6.625 3.800 1950.1 7.123 2.190 7.625 5.250 2.625 8.625 1 6 5.000 2.500 8.625 5.815 ' 2.910•' 8625 �� 3 .315 8,625 8,250 4,125 8.625 1 • 9 6.250 3.125 8.625 7.190 -3395 8.625 4.065 8.625 10.000 5.000 8.625 'The tabulated sension and iear values are for anchors installed in none -mate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. 2T1:ese tension values are only applicable when the anchors arc installed with stpocial inspection as se forth in Section 306 tithe code. 'These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 paean efficiency. Spacing may be reduced to 6 anchor diameters s provided the values are reduced 50 patent Linear interpolation may be used for intermediate. spacings. TABLE NO.10- AIS1304 AND 316 STAINLESS STEEL KB-11 ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)TA ANCHOR Dui onchu) DEPTH BIDED. pndw) r. a 2000 pal +..7000 psi +..4000 pal r,.GCVO pet T..ehon Shur Thelon Sow T Talon • Sheer Tension law WW1 Sp. r1ro• Without) sin nap. mot DP. cep. Wweuel $p. hest --. l sp. w. • wtn«nt' tip. rsp. WNW SW AIM. wtreuea Sp. Yolk 1/4 314 300 150 525 315 156 540 325 165 550 350 175 550 1/4 2 440 220 550 520 260 550 520 260 550 520 260 550 1/4 33/4 520 260 550 520 260 550 320 260 550 520.. 260 550 3/s 13/4 400 200 A 825 460 230 950 ' 515 4 • 260 3.075 625 315 1.150 • 34 21/2 875 440 1.250 1.025 515 1.250 1.175 590 1.250 1.350 675 1.250 3/a 41/4 1.000 500 1.250 1.250 625 1.250 1.350 675 1.250 1.330 675 1,250 14 21/, 800 400 1.700 1.000 500 1.740 1.200 600 1.775 1.250 625 , 2.085 112 31/2 1,250 625 2.085 1.625 815 2.085 2.000 1.000 2.085 - 2.250 1.125 2.085 1/2 6 1375 690 2.085 1.765 1180 2.085 2.150 1.075 2.085 2.550 1275 ' 2.085 3h 2z /4 1,175 • 590 2.625 1.500 750 2.875 1.700 1130 3.125 1.800 900 , 3.125 3/1 ' 4 1.750 875 3.125 2.250 1.125 3.125 2.750 7375 3.125 3.000 1.500 3.125 3h 7 2.250 1.125 3.125 2.825 + 1,415 3.125 3,425 1 1.715 3.125 . 3.425 1.715 3.125 3/4 31/4 1450 725 2.700 - 1.825 915 3.100 2.200 1.100 3.500 2A50 r 1.225 •4.500 3/4 -3/4 43/4 2.350 1.175 4.225 3.050 1.525 4.365 3.625 1.815 4.500 • 4.375 2.190 4.500 8 2.750 1 .375 A 4.500 3.625 1.815 4.500 4.250 2.125 4 4.500 - 4.800 2.400 4.500 I 41h_ 2.925 1.465 5.700 3.625 1.815 6.350 •4.325 2.165 7.000 4.500 2.250 7.000 1 6 4.125 2.065 7.000 6.000 3.000 7.000 6.750 3.375 7.000 6.875 3640 7.000 1 9 5.250 2.625 7.000 7.500 3.750 7.000 8.800 4.400 7.000 8.800... ;.4+400 ' 7.000 'The tabulated tension and shear values are for anchors installed in taone•aggrepte eortaete having the compressive strength at the tien6 of installation. Concrete aggregate must comply with U.B.C. Standard NO. 26-2. 3 bete tension valves are only applicable when the anchors are installed with special inspection as set fonh in Section 306 of the code. 'These senate values are only applicable wien the anchors arc installed without speriai iospeaion as act fonh in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diamcets on caner for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear iaapolation may be used for immediate spacings. I! BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -05 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR PALLET RACK JOB f #147046 DECEMBER 6, 1994 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL GQ G . MCRI SGaPE ; TH 's 4/Y,9 LYs /S I 7 'M /NFc* 7"?? ar,e uc e A 1, ATE G? V/1 c y o� FD/ /V) 7,4 7ecH, Rg cK 70 vv/ Th' STi9 ALL) AN VA/ /F %GY 015-7Z/ 0 1 reO 4-0 aF' S000 L X /, ' WITH 5// GF sPAc!Mc e 4; g AND t2 ; DEslcWN iceF8geAcE s MATTER If -L ' UN I1OrM 31-Po% cape 199) s.c, s'TDs ' 9) oo6l A/G. PGI L'TIES poG. g/Bc? - - 143o2-3. As-rM AS'7c, Fy- = 42 xs WI. Zack& 1219f. IEVISW ' DATE 1 4 ! 9'-y rEL ' OG�} -' 7 L ‘‘1.13. t IIGgL I /4s An API A� BOE /IVQ M /iV SE/9-A4 DLfLL ti W fissvme FixeD. M L. = Sfre -F 507c, licYS#EL.F 751/C99" 2500 16//68'/ v E /9/ 1 -/vo 0•4t1440/ (iy2 14.9 16 /�w (I68)Z e -7S /1./15e,v14 25oo /6��E�3/►i1 o, 46 /W /A,, , 4., 9 /b /1,, co/v/ / C7 /DNS 80 — 42 f4 -�N ChM c /yz--)z — 42 . I -/A/ 4- K -�v✓ ,- 1, 27 = 43.4- h1MAM e SAM erv/-) (4. 4 /, gl p, Z — /01 8 K - /M WM. J •G(4 j 17 1194 REVISED .• DATE 147040 P 5LacA "' -mot- Fes-$ Z CHG" I/ac APR Aft OA I WNW, D? Tg",EM /Nt FORGE P15 ON(7/T(/l2 /NMI DlieGTIc !3156 sperm V = z Z c v✓ vv \/> , ! c73 v✓ v a 0,00/4 osz Nom ; A s #0 ,4M c 2.75 PA/1-..- W 3C i) 74- 3(7. W 7725 EVE L h X (y) 1i✓x (K) ti✓x hx WXkKig,Wx14,4 Fx `` 3 144 . 2.575 37Q -S 0 , 5 0 0.4 2 9G 2.575,247,z 0.33 04.26 I 1-5 2.575 1Z3.G 0,17 0,4 o , x.725 741.6 1,00 0,80 1 Hg L• L. 0Yv nice 3e s 5 s-7- Sf PE s Th-us THE C.G. W,4S 714/ TD ACT e Ttt5 S tL p "IL J. Bolus fi/54. REVISED .. DATE 14 7O 4.G 3 CHICX Y4 S APR i APR MOE/A27 O.26 0.� 0.14 --�. /NG P0IZC !/V McKt s 7RCC7 4 6 CA WE'D Y seism /C t /4'76-1z111.- !- oA-ps, [FMTA 4 M677101 )3 4, g 0.2. 4'16 P= 0.2 V .06 M =1.2,7 v= O.2 • M: 4 g P= 0,2 y10.33 M= ?.9 P = 1,1 V; 0► M I75 V= 0.33 M- �g P= 11 V = 011 v. o.¢ M = 9.6 P= I,21 V- M= &.g P= 1 Z r6g V U O V:- a r q, • • PE A.M /A// oVEg`rvNING /N /4-7V,4 -(, Pt T/oN 0.3 z . 1.0 c �. s.15 Rol y 3 (,ceoo V= ,I37s w 1b) FoR TOTAL �N xt1A� WX (k) WIC hX vvxhX / /W1ckx 6 TOT, L Fx (k) N1 oast (,4 ^'") 3 144 s,►s'` -lan,6 n,S 1.06 152.G 2 9G 5 ►►5 494.4 0.33 0,7 G7.2 4S _,5.t5 247.2 0 , (7 0, 4- 1 2 — 15.4- 14832 1,0 0 Z. ►6 239 ovr. = 2 39 g-""( 1,15) 2 74.9 -/N Pl e6 s, .= 3(6-0001` /.s77') /85" = 2 g S, g S. F, = Z8S,8�`-�- 1.03 < .: MG, 274.9%-..1 2 e 5'i S k" �A' 4-0/( (e Ufg!&HTs) Vr 2.1 Co�12 l,S�/coLuMN (78 lc UPSc/HT TRY () /(2 t'0 1.1-11-71 I<V!/ ac -T w Ps /19iy. ewiaep logo 16 184o f fv Fv 1,55 4.. ! .off 0,91.G 1.00:. oK. z o) q.CtBl) • eeF, IGgo e 7- 4-627 EMIR. J . lg „J 12494 REVISEO '. DATE (/ 1 4 7/14 G C CHICK 4� YitS AIR AIR ANVEZAW USE (2) /,L/1 77 Vt/ / ASOL7 J /4 , Zo -7 - IV ►► . Ot4& z r-a5e �� /% 2 / r- rev �. 3c197 I' CdtCEc SLf}-E' ©N C.,e q.;G #4 c 24" ©.c. RF AV1/e.O2 /- Cbs-►c "T. S(7 PM-IRM /M6* PaeGeE /N CO -WIv/ V P.7 9,41" • R 417 a Cre4G1SeD BY 1 ?.72 K NO ; vor L/4YI0 gA 1-0/11,5 fie& For oN g4C/ :. p✓l4x F9Ec6 o/v/ GoL.vMNS Ace /l2 fir= 239 -IN 7.72 -S.913 1. ? t -� /3.7 PM!N = 1,�i�.= Ma! EIK. J. **ICJ REVISED . DATE Ip 14 7O4r /" (� CHECK � r 4c APR AIR [- 60E/IVa PALLET RACK DESIGN VERSION 1.1 BY. JON BURKS BEM r JOB • 147046 DATE 1/5/95 INPUT Md +l een- 43.40 (k-in) Md +l end- 10.80 (k-in) Mseis - 17.50 (k-in) L - 168.00 (in) Fy - 42.00 (ks1) LOAD - 5000.00 (lb- shelf) w - 14.88 (lb -in) S req'd • 1.73 (in'3) TRY LBC5SA Sx - 2.76 (in'3) Ix - 7.79 (1n'4) Mn - 115.80 (k -in) Me - 69.34 (k-in) Ma > Mdl +ll OK CHECK BEAM FOR SEISMIC MOMENT Ma(4 /3) is 92.45 (k-in) Ma > Mdl +ll +se OK CHECK DEFLECTION • DEFwt • 0.93 (in) DEFact ■ 0.68 (in) DEFL OK USE LBCSSA COLUMN INPUT (DL + LL + Slang) M P - 9 . 6 0 (k -in) 5.07 (k) (DL + LL + Stran) 1 4 - P - • 0.00 (k -in) 6.85 (k) TRY LM3O COLUMN UPRIGHT L ■ 48.00 (in) A ■ 0.86 (in'2) Kiang ■ 1.50 Ktran • 1.00 Rx ■ 1.25 (In) Ry • 1.15 (in) Sx ■ 0.92 (in'3) Sy ■ 0.75 (1n'3) DETERMINE COLUMN AXIAL LOAD (Pa) LONGITUDINAL DIRECTION Fe - 86.13 (ksi) Fn • 36.88 (ksi) Pn • 31.68 (k) SF - 1.77 Pa - 17.86 (k) CHECK BENDING IN COLUMN Nn - Ma 38.43 (k-in) 23.01 (k -in) CHECK COMBINED STRESS P /Pa + M/Ma <- P/Pa + M/Ma - 1.33 0.70 OK • DETERMINE COLUMN AXIAL LOAD (Pa) TRANSVERSE DIRECTION Fe - 164.30 (ksi) Fn • 39.32 (ksi) Pn - 33.77 (k) SF - 1.74 Pa - 19.43 (k) CHECK BENDING IN•COLUMN Mn • 31.58 (k -in) 371Ntrobaw+rirw. a..wrw Wvnw...ww...... «.... Ma - 18.91 (k-in) CHECK COMBINED STRESS P /Pa + M/Ms <■ P /Pa + M/Ma 1.33 0.35 OK USE 1M30 COLUMN UPRIGHT DETERMINE THICKNESS OF BASEPLATE COLW - 3.00 (in) COLD - 3.00 (in) BPW - 7.75 (in) BPD - 5.00 (in) EXT - 2.38 (in) EXT- (BPW-COLD) /2 PRESSURE UNDER BASE PLATE DUE TO AXIAL LOAD & MOMENT PAXIAL - 130.84 (psi) PAXIAL-P/(BP•BPD) MOM - 63.93 (psi +-) PHON.M*2 /(BPW'2 *BPD) BASE PLATE,UPLIFT PUP • 66.91 (psi) '(IF NEGATIVE THERE IS UPLIFT) PUP - PAXIAL-PMOM 10 MAXIMUM PRESSURE UNDER BASE PLATE 194.77 (psi) PMAX - PM9HPAXIAL ARM ■ 5.38 (in) ARM- BPW -EXT LO - 11.81 (in) LO ■ PMAX *BPW /(PMAX -PUP) PRESSURE AT FACE OF COLUMN PFACE ■ 155.59 (psi) PFACE- (PMAX-PUP) /BPW*ARI+PUP PUP>0 PFACE ■(PMAX (L0- EXT) /L0 PUP■0 BASE PLATE BENDING MOMENT AT COLUMN FACE MPL ■ 2562.40 (lb-in) BASE PLATE THICKNESS MPL ■ PFACE•EXT'2• BPD /2 + (PMAX-PFACE) •EXT'2•BP0•2 /6 THCK ■ 0.34 (in) TNCK - (((6 *MPL)/.75•36000•BPO))'.5 USE STAND' 1) l/Z l X 5" x g'1 Rg s E PL�FTE, REFERENCES UNIFORM BUILDING CODE STANDARD 1991 Mh • S*Fy SEC 27.915 EQ(15-2) Ni - KOS SEC 27.915 EQ(15-1) DEF.ix • 1/180 SEC 27.1104 DEFaet • 5w1-4/3114EI Fe • prIE/(KI/r)-2 Fn • Fy(1-Fy/4Fe) Pn • AE*Fn SF • Pa • SEC 27.916 EQ(16-6) SEC 27.916 EQ(16-3) SEC 27.916 EQ(16-2) 5/3 + 3/8(Fy/2FE)^.5 - 1/8(Fy/2Fe).5 Pn/SF SEC 27.916 EQ(16-1) CHECK 'GA Pilo/ ry ©F W L-,2S C e�4M -ri P WELD A 2.75' IC 2.1x + LY2 L (1 WELD L Y L Y L YZ -=x 1 1. $ 75. 5,5 10.3 1 SG."7 , SS 2 S.- 2.75 15,13 4-(( G0 13.86 3 2.7- 0 0 0 /.73 't 4- 2 6 !6 S5 5 (87S 4 3:5 :f4 -. ,:0 G G /, 4, 75 7, 1; 33, 9 0, 28 44 ..07 102 , 2 21.7€ y L Y= 44.03 . 2 G7 . E 2/.76 74- EZ.2.--‘ fG, .g/2.67) ^..I _ .707 f (ze) 7o7(. I2S1') G;G,45,ry ? 5.e4 'Nth UM. J • ;G,S i215# REVISED • DATE 147040 RELOCATE. ?TOOL FA 13 /3 CHECK VGVit■ VAS' _ AM MD' Pri2 1 = 1v, l3 � -,� � ��, 5,�.,.,. �S, Su- z. 67 " _ 13,7 <5f: • (yo, 161i- ( 14, 9 t . 4S, !(o$ Z P _ 1289/6 5. G ,N k /Zs, 11' 707(.125 ) (5.,c 2. '5 f q f. , 7s 1. i? 49 -F r - .�, * -Fb o, 98 '"1' 13 "; = ! 4. G s , Fv , 4 ( 42 Ks;) = 1(v, e ks,' Gh K s4-4-8 /'2 s tt-c--A'12 1, ?WO WAY SN'R AGZ" ' Vc. =. 4°Y Fr bo cl . . 2[5- 74.6t4]4 Vc �-�.S1t. 4 Oki.-= '65 4G.451.= 1,Za3 3/. ;4 9,1 k !1,tcM. g- Pm/ co/we-G:770m 4, 98 ,xse' 51-A-€ /S W/-l6. C. w 2EF_ at", CzeleE 24 "o, C, nw6 , C7'Ll -DDS - /Oco Sl7 .�f 753 vu ,15(I,to +1,'IL + i - g(1, 1)) , 750,1 (+) f 1.71 s� f 1,7(r,,) Vv 9,1,I` 1O B ic_,N -f- (7.5 K- c,v _ 28. 4U..CW lK 55-, 76, K- .N ss .-ic -'^' > 28,3 K- iN ' ok am. J, BGt k5 17,454 REVISED • DATE /4704 G RE LOcArE TtDL FA B I4. CHEC 1/4C APR APR BOE/A/G CH"EG C.,41"4- / FT c,/`, SL-A 3 Wr =, / So 1b /P 3 C g �,�Z i 1 — /U0 161p7'Z mopo/Vr 7'a (REF PCB S) /S.SPr = 4 Fr sQ sG eta = /00 lircr.Z y) 21_12_52_/17- /N ■vi= 2400'b- IA' (/ #) = 3360 rb- a = F. fps 85 f'c 6 � Ss 3 15-3rc 1Z cl= 4" Mv (1.54 As( d -%) O.9 C fva es (*) ,f /;,-'-( ¢. My > O Me) 64 /N Z r (Z Z lb- Fr Pr= ,N As = a /m/2 (f p.,) = ©_ ,43 p, g4 ,N MU. J. ever «9f. REVISED " DATE 1470 g5tOC G Pik ��� AP. An BOE /A67 BEAM SECTION PROPERTIES PREPARED BY P.S.TTin y DRAWI:IG NO. -1 DATE 14 SEP.'93 R REVISION NO. DATE ' BY w MODEL t In H in D In Ix In4 SX Ina rx in Iy In4 Sy 1n3 ry In AREA Ins L9020 .075 .075 2 3 .75 .75 .2928 .7604 .274 .4659 ,716 1.026 .6033 .8786 .4133 .6054 1.031 1.103 .5718 J .7218 L8030 L8035 .075 3.5 .75 _1.1854 .6313 1.223 .9475 .6712 1.093 .7922 _ LBC30 .075 3 .75 1.3689 .8817 .184 .9403 .6099 .9820 .975 L0C35 .075 3.5 .75 1.951 1.0473 1.363 .9705 .6159 .9614 1.050 LBC40 .075 4 1.5 2.6631 1.2769 1.538 1.105 .7096 .9921 1.125 LBC45 .075 4.5 1.5 3.5073 1.5033 1.709 1.2449 .8025 1.018 1.200 LBC50 .075 5 1.5 4.6437 1.7655 1.908 1.3902 .9029 1.044 1.275 ' 8C55 .075 5.5 1.5 5.7951 2.0453 2.071 1.5269 .9975 1.238 1.350 LBC55A .105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876 LBC60A .105 6 1.5 9.587 3.1421 2.192 2.1979 1.4517 1.049 1.995 LBF356 .060 3.5 1.5 1.2039 .6277 1.274 .7576 .5097 1.011 .7414 LBF354 .075 3.5 1.5 1.4739 .7699 1.267 .9284 .6242 1.006 .9181 LBF404 .075 4 1.5 2.0512 .9481 1.437 1.0635 .7190 1.035 .9931 LBF454 .075 4.5 1.5 2.7526 1.141 1.605 1.1984 .8143 1.059 1.0681 LBF453 .090 4.5 1.5 3.2119 1.333 1.598 1.3985 .9497 1.054 1.2578 -♦. .67 1 .53 PRIMAEY COLUMN PUNCHED 23 H .67 LM Lt 4 BAC1 --UP COLUMN UNPUNCHED r t H 1 x x COLUMN SECTION PROPERTIES PREPARED BY P.s.rtn,ey DRAWING NO. R -2 DATE 16 JAN.'92 • REVISION NO. DATE BY A 15APR'93 PST MODEL t In H In B In X in Ix In4 Sx in3 rx in Iy In4 Sy Ina ry In AREA 1n2 LM 15 .075 3 1.625 .689 .582 .388 1.156 .205 .219 .686 .411 LM 20 .075 3 3 1.435 1.023 .682 1.263 .872 .557 1.165 .618 LM30 .105 3 3 1.45 1.373 .915 1.249 1.164 .752 1.15 .859 LM20/15' °7s 075- 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 LM20/20'0075 3 6 2.714 2.222 1.481 1.268 4.701 1.431 1.845 1.349 LM3O/154' °QQ75 3 4.625 2.789 2.126 1.417 1.23 3.052 1.094 1.473 1.384 ' ' '30/20 '1.075 3 6 2.951 2.568 1.712 1.262 5.45 1.788 1.838 1.590 '..M30/30 41°.1505 3 6 2.707 2.98 1.986 1.256 6.387 1.94 1.839 1.875 -♦. .67 1 .53 PRIMAEY COLUMN PUNCHED 23 H .67 LM Lt 4 BAC1 --UP COLUMN UNPUNCHED r t H 1 x x BEAM BRACKET MOMENT CAPACITY PREPARED HY P. S. Tirtgey DATE 16 JAN.'92 DRAWING NO. R-5 REVISION NO. DATE BY A 13APR.'92 PST 6" THREE PIN BRACKET 8" FOUR PIN BRACKET Pi= fLa. A = 40(.09281) = 3.712K P2 = 2.75/4.75(3.712) = 2.149K P3 = .75/4.75(3.712) = .586K MOMENT = 4.75(3.712) +2.75(2.149) +.75(.586) = 17.63 +5.909 +2.93 = 26.46 k —In. NORMAL STRESS 26.46(1.33) = 35.20k -1n. SEISMIC STRESS Po= fa. A= 40(.09281) = 3.712K P1= 4.75/6.75(3.712) = 2.612K P2= 2.75/6.75(3.712) = 1.512K P3= .75/6.75(3.712) = .412K MOMENT = 6.75(3.712) +4.75(2.612)+ 2.75(1.512) +.75(.412) = 25.05+12.41+4.16+.309 = 41.92 k —In. NORMAL STRESS 41.92(1.33) = 55.76k =1n. SEISMIC STRESS 6 C C Po 1 3 1/4 13/32 DIA 11/32 DIA -} t 11/16 5/8 DIA I - . 1 2 D .0928.1 in2 - 4 C1010 COLD HD QTY. f t). =40K (ASTM A354 -79) NET AREA= „ • • - .•. • . . • 11F,P..•■••• DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A •".:vwf^""av;4;•:: ;4” • • . - SfATTLE WA ::.:,9812/172207 STATE OF WASHINGTON F625-052.000 (3.921 RECEIVED CITY OF TUKWILA NOV 2 6 1996 'M17 CENTER D DOO N G na. 9= VICINITY MAP FROM DOWNTOWN SEATTLE UTARY Q RP 04 JOB #765433- PALLET RACU( BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AREA MAP BLDG. ADDRESS: 9725 E. MARGINAL WAY S. TUKWILA,WASHINGTON PROJECT SITE 7-127 KINC couNTr AIRPORT CENTER (FFFICE AA) 300 9 -04 0 99 -MFC EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE— TACOMA AIRPORT 599 TUKWILA FROM KENT & AUBURN DEVELOPMENTAL CENTER 0 NO SCALE 9 -04 BUILDING LOCATION NO SCALE GENERAL NOTES 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. REPLACE LOCKSETS PER DRAWN, 4. RETURN THIS SAME SET TO TERRY BENNETT AT BLDG. 9 -51 COL N /1, AFTER COMPLETION OF THIS CONSTRUCTION. . PROJECT CHECKLIST CHECK BOX ❑ THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. • ENGINEERING CALCULATIONS ( IF APPLICABLE ) ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 —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 UTILITIES 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 DESCRIPT:TtN 2 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 INSTALL 2 SECTIONS OF PALLET RACK. PALLET RACK IS 8'LONG X 10' HIGH X 40" DEEP. t2ib-00g0 DRAWING INDEX DRAWING NO. SHEET NO. TITLE DRAWING NO. SHEET NO. TITLE 9-04—Al Al TITLE SHEET 9-04 - IAIO IIHO '1-OOR PLAN CODE SUMMARY LAND USE CODE BUILDING CODES OCCUPANCY GROUPS ALLOWABLE AREA TYPE II —N CONSTRUCTION CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS FIRST FLOOR SECOND FLOOR BUILDING HEIGHT STORIES FIRE PROTECTION SEISMIC ZONE TUKWILA 1988 UBC, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE BARRIER FREE CODE AND ADDITIONS PER CITY OF TUKWILLA H3 — FLAMMABLE LIQUID STORAGE 3000 S.F. IN 3 SEPARATE AREAS OF 1,000 S.F. EACH H2 — FLAMMABLE LIQUID, USE AND MIXING, 350 S.F. H7 — FLAMMABLE LIQUIDS, RESTRICTED AMOUNTS: 10,300 S.F. IN 4 SEPARATE AREAS B2 — OFFICE, 1ST FLOOR 3,436 S.F., 2ND FLOOR 3,436 S.F. TOTAL 6,873 S.F. H -3 3,700 S.F. H -2 3,700 S.F. H -7 12,000 S.F. B -2 12,000 S.F. TYPE II —N 16,786 S.F. 20,222 S.F. 16,786 S.F. 3,436 S.F. ■ FILE COPY I understand that the Plan Check aoprova'l.s are ••ect to errors and OmissicnS and approval of I. os does not autheo ,' the vielaho off any rr +or;Yd code or olll,ocP R`cer Cknowledged. BY Dare �I �y,�'(l Permit No. ��� \�� �J��� .._ 25' -6" 62 IS 2 STORIES, REMAINDER IS 1 STORY FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT 3 CFPP9 NEp DEC 3 1996 gui DING DIVISION SYH REVISION BY APPROVED A 910975 -00 INSTALL WORK STATIONS 765433 —LO PALLET RACK HANSON BURKS DATE 1/22/92 11/14/9€ SYM REVISION BY APPROVED DATE AtirOE/A/G FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFlCATION IS APPROVED DRAWN BY S. REYNOLDS 17.520-90 CHECKED sueDTL E TITLE SHEET LAST REVSION I SYMBOL DATE APPROVED BY DEPT. DATE €NOR T. HANSON 1 -22 -92 CHECKED APPROVED APPROVLO WILE ARCHITECTURAL MASTER BLDG. 9 -51 ALL D.C. SHEET A -1 OF JOB N0. 910975 -00 DWG N0. 9-04—Al RECEIVI CITY OF 1, NOV 2 6 PERMIT CE RECEIVED ii' O� ..vll NOV 2 b 109 °' _ ^����/ PERMIT CEN I Er - 1 135 1 130 I 128 DS, SEE ROOF PLAN 1 125 I CONC PAD 131 (DRAINAGE PIT BELOW 134 I 132 I I DRAINAGE PIT BELOW-. 133 I 129 1 1 126 I DRAINAGE PIT BELOW ) EW C7 a FE ; j ,\ DRAINAGE PIT BELOW 127A 1 127B 1 / 1 127C 1 bOO -DS FLOOR PLAN SCALE: 1/8" =1' -0" 0 DS 0 LEGEND: GENERAL NOTES: 1. INSTALL 2 SECTIONS OF PALLET RACK: BEAMS SHALL BE LBC50 8' LONG OR EQUIV. SECTION PROPERTIES. COLUMNS SHALL BE LM30 10 ' HIGH OR EQUIV. SECTION PROPERTIES. ANQgOR BOLTS SHALL BE 1/2" DIA. W/ 3 1/2" MINIMUM EMBEDMENT (2) PER BASEPLATE. SIGN SHALL READ "CAUTION: MAXIMUM SHELF LOAD 3000 LBS UNIFORMLY DISTRIBUTED." SHG� F 5FAcING sdALL BE 41" 4) AND 7l Fgcm RLQoK -ro T0p OF sHgLF, CONSTRUCTION NOTES: Ar NLU I 'OMEN =Imo Nom =■ KEY PLAN SCAM NONE CITY OFEIYAKA NOV 2 6 1996 BY APPROVED DATE REASON BY APPROVED DATE REDRAWN PROVIDE AND INSTALL PALLET RACK 765433L0 KHB JRB 1.31.96 ffUE A'L FACILITIES DEPARTMENT AECEPTABIDLHY SPCC BMON b MPROM DRAWN BY DALE MEWED FLOOR PLAN LAST REYSION PFR T (:FN�FR $iileol OVE /PARCHED BY DEPT. RATE ENCR CHBXED APPROVED APPROVED BLDG. 9 -04.1 ARCHITECTURAL MASTER A- D \ -1 -4 D.C. STIED. 1A10 OF JOS NO. ONO NO. 9- 04 -1A10 �< Op 7,_, (A A1450' o a a FE o - 134 I 132 I I DRAINAGE PIT BELOW-. 133 I 129 1 1 126 I DRAINAGE PIT BELOW ) EW C7 a FE ; j ,\ DRAINAGE PIT BELOW 127A 1 127B 1 / 1 127C 1 bOO -DS FLOOR PLAN SCALE: 1/8" =1' -0" 0 DS 0 LEGEND: GENERAL NOTES: 1. INSTALL 2 SECTIONS OF PALLET RACK: BEAMS SHALL BE LBC50 8' LONG OR EQUIV. SECTION PROPERTIES. COLUMNS SHALL BE LM30 10 ' HIGH OR EQUIV. SECTION PROPERTIES. ANQgOR BOLTS SHALL BE 1/2" DIA. W/ 3 1/2" MINIMUM EMBEDMENT (2) PER BASEPLATE. SIGN SHALL READ "CAUTION: MAXIMUM SHELF LOAD 3000 LBS UNIFORMLY DISTRIBUTED." SHG� F 5FAcING sdALL BE 41" 4) AND 7l Fgcm RLQoK -ro T0p OF sHgLF, CONSTRUCTION NOTES: Ar NLU I 'OMEN =Imo Nom =■ KEY PLAN SCAM NONE CITY OFEIYAKA NOV 2 6 1996 BY APPROVED DATE REASON BY APPROVED DATE REDRAWN PROVIDE AND INSTALL PALLET RACK 765433L0 KHB JRB 1.31.96 ffUE A'L FACILITIES DEPARTMENT AECEPTABIDLHY SPCC BMON b MPROM DRAWN BY DALE MEWED FLOOR PLAN LAST REYSION PFR T (:FN�FR $iileol OVE /PARCHED BY DEPT. RATE ENCR CHBXED APPROVED APPROVED BLDG. 9 -04.1 ARCHITECTURAL MASTER A- D \ -1 -4 D.C. STIED. 1A10 OF JOS NO. ONO NO. 9- 04 -1A10