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HomeMy WebLinkAboutPermit B93-0458 - BOEING #7-35 - STORAGE RACKS,;1 +14,,ftc. • City of 21 J !$ j, ,. w' (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B93 -0458 Type: B -RACK Category: Address: 12674 GATEWAY DR Location: Parcel #: 271600 -0020 Zoning: M1 Contractor License No.: EMCASCI185J8 Status: ISSUED Issued: 12/13/1993 Expires: 06/11/1994 TENANT BOEING #7 -35 12674 GATEWAY DR, TUKWILA, WA 98168 OWNER KAISER GATEWAY ASSOC C/O BEDFORD PROPERTIES, 12870 INTERURB, SEATTLE WA 98168 CONTRACTOR E. M. CASTILLO CONSTRUCTION INC. Phone: 206 242 -9810 14822 8TH AVENUE S.W., SEATTLE,.WA.•98166 CONTACT MIKE SULLIVAN Phone: 206 393 -7234 P.O. BOX 3707, M/S 6Y -59, SEATTLE, WA 98124 ******************************************** * * * * * * * * * * * * * * * ** * * * * * * * * ** * * ** Permit Description: INSTALL 6. SECTION- OF.14' LONG X 12' HIGH AND 4 SECTIONS 10' LONG X 12' HIGH. Rack Storage Dimensions - Linear Feet 84 40 UBC Edition: 1991 Valuation: 3,000.00 Height' = Totals 12.0 1,008 12.0 480 .0 . 0 . 0 . 0 Total Permit Fee: 1,488 19.38' *** ***************'********°************°***•*** * *;k * * * * * * * * *, * * * * * * * * * * * * * * * ** Per t Center Autho (zed Signature Date I hereby certify that I have read and'examined this permit and know the same to be true and correct. All provisions'of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws'egulating construction or the performance of work.`; ' I am authorized to sign for and obtain this buil •ng permit. Signature:_!Y Date: l2 -13 -1'3 Print Name: M . z'. Sc LLnu it7J Title: _Peet Coo ,2,0 . 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 TUKWILt Departmeht of CoPrimunity Development — Permit Center' 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER eR3- 345s PROJECT NAME SITE ADDRESS ae.:1 fl9 SUITE NO. wa D v' INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. 9 Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT : ' DATE IN DATE :. . APPROVED REQUIREMENTS /. COMMENT S : , BUILDING - initial review (� � _� l� k RO TD) CONSULTANT: Date Sent - Date Approved - 2nd NOTIFICATION . FIRE ii (1 li3, / 1.49/9% FIRE PROTECTION: Sprinklers Detectors (] N/A / 9 ...- INSPECTOR: .3, ki We /0 FIRE DEPT. LETTER DATED: „„./., INIT' ik'! .-TO 0 PLANNING ZONING: BAR/LAND USE CONDITIONS? Nj No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- PUBLIC WORKS UTILITY PERMITS REQUIRED? U Yes ( ) No PUBLIC WORKS LETTER DATED: INIT: 0 OTHER INIT:) BUILDING - final review 1 Z J 10 cf., TYPE OF CONSTRUCTION: 1�AC_.? CERT. OF OCCUPANCY? 0Yes 151No UBC EDITION (year): 1 Cl i 1 INIT: tt`.- BUILDING OFFICIAL 12 to ///C/9) tt 1" INIT: 1 \ REVIEW COMPLETED AMOUNT OWING: `/1 l`'1, CONTACTED L- l � i Q — • ,� Al , • -' DATE NOTIFIED t a -- BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/99 BUILDIN PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division yaw oourncer►rer ovu►dvaru, ► u►cw►►u vvn Vo ► oo (206) 431 -3670 DESCRIPTION .A OUNT RCPT 4 DATE BUILDINGPERMIT•FEE .. s (Li ' PLAN CHECK '5- PLAN -CHECK FEE NUMBER 'IIF•1 0 G its BUILDING SURCHARGE C APPLICATION MUST BE -' FILLED OUT COMPLETELY : OTHER:.' "TOTAL ...a%L`�� SITE ADDRESS SUITE # 12-e-0 74 GATEWAY DR, / tit= ( @OEliv�7 7- 359 VALUE OF CONSTRUCTION - $ 3)O ,f>o ASSESSOR ACCOUNT # 2- 71(1) o0 - oo20 PROJECT NAME/TENANT AMMO/JAL PALLET Z A4c s (36E /ti)(7 TYPE OF ❑ New Building Addition Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIB WORK TO BE DONE: /,uST/iLL Lo SEGT/0/05 /4 IL OAJC., 12 'HIGI -I 4NO 4 5E'CT►ONS /b'LatJ6 x/2 ►l -066, BUILDING USE (office, warehouse, etc.) uJ /gE-J OUSE NATURE OF BUSINESS: 5Tb2AG L WILL THERE BE A CHANGE IN USE? 0 No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 2 1,600 Tenant Space: 2 I coa Area of Construction: WI THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER K A is E2 6A76-IJAY A S66ct4 676 PHONE 24 / _ /103 ADDRESS 3470 MT . DIABL0 13,L.VO► L.AFAVrTi E Coq ZIPg4$ 4Q CONTRACTOR Sri. (/t ST1LLo Go A) -1: inJC-, PHONE 393 -2894 ADDRESS 6, 3.S 5 LAJ 1 4 6 .6ti ST 5 aft- ZIP 98 / to 6 WA. ST. CONTRACTOR'S LICENSE # G M c i/k S C rigs 3 g EXP. DATE 1 _'4 ARCHITECT 3 k t'_ E�, J6 /k) 6E. 46 PHONE cp 67 _6s-6 S ADDRESS P U' 60)( 3707 MS 3( L -EC. S4TTLE in//-) ZIP X8 /2, I; HEREBY CERTIF.Y THAT ;I HAVE REAV: AND EXAMINED THIS ; APPLIOATION . • BE ;TRUE AND CORRECT, :AND 1 AM :AUTHORIZED TO APPLY" FOR THIS PERMI'>I+ DATE BUILDING OWNER SIGNATURE OR AUTHORIZED PRINT NAME 1 K e- S u L L I V" A -1J $A 1122 -q3 AGENT PHONE 393_7234 ADDRESS f 0 6 0 X 3707 1 j S(9 Y '59 CONTACT PERSON L tF 5 ci L LA U41.) CITY/ZIPS�4TTLt 98/24 PHONE 39 3 - 7 23 4-- APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to f111 out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new Construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code ( current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES [ &Q —CO 09/,6!9, COMMERCIAL SUBMITTAL CHECKLIST . NEW COMMERCIAL'BUILD$NtGB/ADDITION9 : LJ Completed buflding permit application (one for each structure • 0 Assessor Aocount Number COMMERCIAL,TEMANT IMPROY, EMINTS. Completed Building permit application (one for each siructur tenartQ Assessor Account Number Two(2j afaon uoffon site plan Two sets (2) of the following: Specifications Structural calculations stamped by a Washington State license engineer Solis report stamped by a Washington State lioensed :engineer • 0 Topographical: survey • Energy calculations stamped by a Washington State licensed • ;:. • • engineer or architect Location of tenant space r Existing and proposed parking • Landscape plan (If applicable, l a , change of Use) Overalf building plan; • Legal desaiption • Wonting drawings, stamped by a Washington State licensed • architect, which include: • Site plan • Architectural drawings.. • Structural drawings ... . • Mechanical drawings . • Elevations • • Civil :drawings : i. Landscape plan Completed utility Permit application (one: for entire' pro Six (6) sets of civil drawings NOTE: See utility permit application and checklist for submittal requirements Tagant lacation; %Vie of adjacent (common' Wall}, tenant .Otreratt ciniensions of building ar square footage `plant of tenant space ;• Tenant space, plan with :use of each. room labelled. • Exit doors;•.egresa patterns Naw walls, existing wall; and walls to be demolished. Construndfon.details ::: • Cross :sectktns shOWIng wal! conatruaicn and method of attachment icr.floor and cei(iitq. Structural: calculations stampeci•.by a Washington State Weaned engineer maybe required if stn><ctura1 work is to be done (2 sets) NOTE tF any u�7hty work /a to be rene, submit *operate utility permit a Mon and ens. • RACK STORAGE n Completed building permit application EAssessor Account Number • Two (2) sets of :plans, which include Building floor plan showing • Entire : space. where milts will ba loca Exit doors • Dimensions of all aisles Tenant space floor plan showing, rack storage layout, aisles and:: exits NOTE: dimensions of racks (height, width and exit ways on plan Structural calcUlations stamped by a Washington State licensed ' engineer (rat* storage 8' and over) RESIDENTIAL °°° REROOF • Completed bunting permit application (one for each structure) 0 Assessor Account Number Narrative descnbingexisting'roof, material being removed, and material being installed NOTE A certification letter Is required pilot to final inspection and sign- off of the permit ANTENNAISATELLITE DISHES Gaf»pletatt bulkf(ng permit application: Assessor Account: Number . Twa (2) sets of plans, which Include and .length), :aisles NEW SINGLE-FAMILY DWELLINGSIADDITIONS • Completed bte,,ling "permit application (one for each structure) 0 Site' Plan (showing building and location of antennsdsateNite ci :h) Detail!~ anienna/satellita dish and method of attachment 8trucwrat calculations stamped by a Washington Shto Kansed engineer may be required Legai.descriptian 0 Assessor Account NUM:ber •Two sate (2). worwng:drawings, which'include Site Plan ""."'".7.!'7•• (On plan show doses: hyciarr locadan • Foundation plan include accesar to bu�Bdtnct, al to ) • Floor plan width srtd lsnglh of acotrss ) • Roof plan • Building elevations (all views) • Building cross- section • Structural framing plans RE$IOENTiAL: REMODEL ti Completed bt'llMing permit application. (one for earn structure) Assessor AcoountNumber 'Ilea; (2) sets 01 working drawiigs, which include: • Site plan Foundatkm Floor: ply • Roof.pian • I3uilcing elevations (all views • Building. cross=aecton •.Structurel framing plans NOTE: If any utility: work 1s to be done provide utility permit application and •planr:must be. submlfted Washington State Energy Code data Completed utility permit application r Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements. Adcitional topographical and soils information may be required if unique site conditions. REROOFS:.: Completed building permit application (one far each structure) nAssessor Account Number CNarrative describing existing roof, material being removed, and material being installed NOTE: A oertlfcatlon letter la required prior to final lnspecton and sign- off of the permit. DEPARTMENT OF LABOR.AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A :�f: : +' ri r. �: :' {,i� +r;�•.�,.ljr= �11�7� "�.,�i i.r i'�:.i; i�:�s•..jrt=� .;• aY�i, " "j Y} ".l%T, • i r i'y ^.r!^ ...i y�,1, 1 �;f f : ; CONST rfCONT" •.GENERA {: ' • -.. � ��ti_....b4,.>,• ';n/;:,'. 07:,.REGiSTRATIGNmnatii',y•. ?:,2,: :,:pWIPAi1PAl DATE .:a Gcai.:�` ..,- -,E.HCAS�C% :18. J8' O'�.00.1/9.4; 1, � y; EfFCC•TLVE:7.DATE: A.4 ;1? 82 tc'A4'a. _� Y, r�f`�dY1� •.F!•.. «..i�i.: .k.�Y`•� •,...�".-:;.�.'. �,yi .E•.::7I :;'EA ST. ILLb .,C Oj1STRUCtI.I}tftI'NC ^.s'.:•�:.; 63 S' .J 5sW148TH'ST. ' `r trt . >i•� t.A:. ..� •.e. SEATTLE uA ':98166 STATE OF WASHINGTON F625.052.000(3.92) :t k** k****: k*** "* *******•h*:kh****k* **•k *A *k** tit •h*********k*�k**a4*•kh.*A*•k TRANSM31 . •khkk *kkA** ***** ** k h**k k* h*k hk• hk**** k• k kk * * *** *h•k **k•k•k * * *k **** **A TRANSMIT Number: 93001772 Amount: 19.38 12/13/93 10:03. Permit; Na: 093-0458 8 type: 13•- RACK RACK STORAGE PERMIT' Parcel Na:, 271600 -0020 13/13/93 Site Address: 12674 GATEWAY DR Payment Method: CASH Notation: BOEING COMPANY Iriit: SAO hh• k*************** k*• k * *k*** *k•k *•k *** * * *** *hk * ***k* * * **** * **** *,k k CITY' OF TUIKWILA, w Account; Code Description 000 /322.1.00 000 /3E16.904 HUILDXNG w NONRES STATE BUILDING SURCHARGE Total .(This Payment): Total Fees;: Total All Payments: Balance: 13.30 13.38 .00 Paid • 14.88 4.0. 13.313 GENERA GENERA TOTAL CASH CHANGE. 14.88 4.50 19.3E 40.00 0.62 7001A000 1106 CITY OF TUKWILA / .1, Address: 1 674 GATEWAY DR Permit No: 893-0458 Tenant: BOEING #7-35 Status: ISSUED Type: B-RACK Applied: 11/22/1993 Parcel #: 271600-0020 Issued: 12/13/1993 **0,A***k********************k***k******k*******k*****kpA***0(*******AAkk**Ak Permit Conditions: , 1. No changes will be made to the' 14ffii:%Uraess approved by the Architect and the Tukwil4-BbIrdihg-DTvlsjgp, 2. All permits, insp,AOt'Apnecords, and appraV00:14hs shal l be maintained avalOP* at the job. sitelprior,t„to 'th'esart of any construcy6W These docurnents are to e.:•ma Intalned available 1.100' f inal inspectlon approval §'iii:19rartta'd:;% 3. All construction 6!),:0,eclone ,An, conformance wYtWOproVect\ plans andOciwiren)epts of ,the,U9 i form Bil1104 Od@'119191A Edition),AS. at eh dad by the Waillphgon State' Bul f 4 Code...' 4% 'Validiese/;6f Perimit.,'The iu*icewc*a permit* ipfir,p0a1 plans/pecifications ap,d,\'0,40utations shall notbe46.07, strukri:to f,'1be . a perm i t for, on\ an approval of, any'Atioli4 ton of aliyy of t,ha, provisions of this code or of any other '"° , • • , ordrhahc$ the .jurlsd.ction.. No permit presuming 0,tei:Se authority ,,,,gri viol ate,,pr,qancell \ the ,prgvis,ipns of this code sha0 be va 1 i / 0 % vs, ;04 g 1"4 ;0 . '',, ''''• • ::*'' . , ,■ 1 .,1 . ,.„ „..,' / ::::,* 'A\ . • • 'r , '1''':'''.'..•..,,' ,,,,-.,,,-,,,,-,,'-,,,. ,1 , it-- 1 / ' "' , L,, ,,1.i , , .v - 1- 4 - -. -..; , - 1 - '- „.. . .t.„ / \ : 3 • i I L : ,;;;:rwol4z 4,v City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0458 (510) John W. Rants, Mayor December 9, 1993 Re: Boeing Company Building #7 -35 - 12674 Gateway Drive Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) 2. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number .T John W. Rants, Mayor Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Maintain fire extinguisher coverage throughout. 3. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or .decks in excess of 4 feet in width will require installation of sprinklers thereunder. 4. Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 10.504) 5. Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file. ncd w.y�w„� f ..'a +lt'*: :Xb I �7.'�`fi;r �'C ;Ti''�i �T r�.i.S.Spi;• •{+`yt%,••SC.,rr� ey cr � .. -. , :"P , 34 t` y�u..� ,;'!•':li _L�; �' "�I�,,; ,°{:i•+S.'??y,�w`� �r`. ..:" Hf;'. L�a�!;•. a�+" F" d:. n,.• Y::`w• k�," �t 'r's�3;J:r ^.y°:�;�;ti�',.?"`�,,; City of Tukwila Fire Department Project Name Address /204' John W. Rants, Mayor 7u1w1ILA FIRE DEPARTMENT. • FINAL APPROVAL FORM • Thomas P. Keefe, Fire Chief Permit No. — ©! -re / Retain current inspection schedule Needs shift inspection Suite # • Approved Without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor:. Pre-Fire: Permits: Al EIEE AwkF--- 4-P /t-iers. Authorized Signature FINALAPP.FRM 7.1e- y Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 • INSPECTION j INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 MR: 4" 4:)01 t 11 zit" 1 -- ....2)..) ,--., Type r17i=ection .(, r"- • 1 A)P1 L , — \ Address, I 1 1i ( _ /A(' 1)1 ZfrIstructons: le Called : - - -- iSp — _. -1K (L Q1 l..„, etir\-3e,Ak,e\ 1-0 os.e.:e 'AA(....) 1.7-,j,e64,- Date Want e / '', ' - —. 41 1 am' E Requester: - ' i Phone No.: --"A)-' Approved per applicable codes. COMMENTS:„.:- Corrections required prior to approval. • Inspector: ) Date: s o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ReceOt No.: Date: „ • ' CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT - TOTAL / /4 ( = SU X /2 = InOg 4t- to `= t-io x 12( = uw x x x x GRAND TOTAL 0 P3L At That portion of C. C. Lewis Donation Land Claim No. 37 In Sectionn 10 and 15, 'Township 23 North, Range 4 Eant W.M., in King County, Washington, described as follows: Commencing at a point which bears North 01 °44'15" East• 119.17 feet from a hub at Lhe end of a cutve on the centerline of the Duwamlah Renton Junction Road, said hub,being approximately 1,200 feet North and 440 feet West of the quarter cornet between Sections 14 and 15, Township 23 North, Range 4 East W.M., in King County, Washington; thence south 40 °36'00" West 20 feet to the tight -of -way of Puget Sound Electric Hallway' thence North 49 °24'00" Weat along said right• -of -way 326.21 feel Lo the point of beginning; thence North 40 °36'00" Eaat 702.10 feel; thence North 30 °30'50" West 1,396.36 feet; thence North 63 °04'20" Eaat 665 feet to the left bank of the Duwaminh River; thence Westerly along said civet to the East line of the properly conveyed to E. Bancharo by Deed recorded March 10, 1923 under Rec:otding No. 1712754; thence South 01 051'30" Eaat 343 feet; thence South 59 °22'30" Weat 643.35 feel; thence North 02 °40130" West 707.69 feet to the right -of -way of Puget Sound Electric Railway; thence Southeasterly along Bald right --of -way to the point of beginning; EXCEPT that portion lying Southeasterly of the following described line: Beginning on L•he Northeasterly margin of said tight -of -way 654.00 feet Notlhwenterly of the point of beginning of the above described parcel; thence North 40 °36'00" East Lo the Northeast line of said above described parcel and the terminus of said line. ALSO EXCEPT the followings Commencing on the Northeasterly margin of said right -of -way at a point North 22 °20'26" West 1,722.57 feet from the quarter corner between said Sections 14 and 15; thence North 40 °13'44" Went along said right -of -way 1,570.27 feet to the point of beginning: thence continuing Notthwestet1y 200 feet; thence North 20 °05'42" Eaat 159.11 feet; thence South 01°30'14" Eaat 45 feet; thence Norll: 41 °46'16" Eaat .02 feel more or lens Lo the Northwest corner of the property conveyed 10 Suburban Propane Gan Company, Inc., by Deed recorded April 10, 1963 under Recording No. 5560171; thence South 01 °30'14" Eant 239.22 feet; thence South 41 °46'16" Weat 310.54 feet to the point of beginning. PARCEL 0s A non- exclusive easement for road purposes 16 feet in width extending from the most Westerly corner of Parcel A, Northwesterly along the Northeasterly margin of the Puget Sound Electric Railway right -of -way a distance of 190 feet, more au lone, to a road crossing, the Southwesterly line of said altlp being identical with the Northeasterly line of said Cs..)\ right-of-way. CITY OF OFTUKWILA NOV 2 2 1993 PERMIT CENTER 41-tr—Sog IS .4 Z 7/600 -- o024 ( inued) PARCEL Cr That portion of C. C. Lewis Donation Land Claim No. 37 in Sections 10 and 15, Township 23 North, Range 4 East W.M., in King County, Washington, described as follows: Commencing at a point which bears North 01 °44'15" East 199.17 feet from a hub at the end of a curve on the centerline of the Duwamiah Renton Junction Road, said hub being approximately 1,200 feet North and 440 feet West of the quarter corner between Sections 14 and 15, Township 23 North, Range 4 East W.M., in King County, Washington; thence south 40 °36'00" West 20 feet to the tight -of -way of Puget Sound Electric Railway; thence Northwesterly along said right -of -way 500.29 feet to a point also know as "point A "; thence North 40 °36'00" East 749.10 feet to the point of beginning; thence North 30 °30'50" West 1,137.63 feet; thence North 63 004'20" East 665 feel, more or less, to the bank of the Duwam1ah River; thence Southerly and Easterly along paid bank to .a point which bears North 40 °36'00" East 462.63 feet and North 29 °40155" West 03 feet, more or less, from the point of beginning; thence South 29 °40'55" East, more or lean; thence South 40 °36'00" East to the point of beginning; EXCEPT that portion lying Southeasterly of a line described as follows; Commencing at said "point A "; thence North 49 °24'00" West 400 feet to the point of beginning; thence North 40 °36'00" East to the bank of the Duwamlah River and the terminus of said line. PARCEL D: An easement for access and utility purpoaea, over and a'croas the following described property: TI:nl portion of the C.C. LEWIS DONATION CLAIM Township 23 North,•Range 4 KaaL W.11., In King being n ntrlp of land 60 feet In width, lying side of and adjoining the following described NO, 37, Section 15, County, Washington, 30 feet on each centerline; Commencing at a point on the Northeasterly margin of the City of Seattle's Transmission Line Right of Way, North 22 °20'26" West a distance of 1,722.57 feet from the•quarler corner between Sectlonn 14 and 15; thence Notlh 40013'44". West along said Northeasterly margin 730 feel to the point of beginning of said center line; thence South 41 °46'16" West 100,feet 10 the point of terminus in the Southwesterly margin of sald transmission line right of way.., All situate In the City of Tukwila, County of King, State of Washington. •iyAi DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVS! ac--ico * N SUB PROJECT NAME 5 OE ii' J(, 7 - 3 RECEIVED CITY OF TUKWILA DEC 2 0 1993 PERMIT CENTER 1TTAL ,.z4 PALLET gA-cg5 ADDRESS 12 !0 74- TE 1,41 Ay PR i J CONTACT PERSON 71 I IL - S 1A LL 1(J A, . PHONE 3q3-723 ARCHITECT OR ENGINEER 5 C >t G En! G in/ eale 5 PLAN CHECK/PERMIT NUMBER R93-6 45 9 TYPE OF REVISION: PR4W itil6 1445 LCgAJ ZE Ii 5E0 : SHE'c.F CA4pA c ivy 145 t E ) Re-v(445o Re-v(4 pk o/`% o O D # 7a .SDob . CIC 1 11 v • • 2f4C?6 P EtS I • AIr G C Ac 2 G7112 L.0 1- H v e W 6 as-Al A Zis )9 iecco,e o /N6 LV onGS SHEET NUMBER(S) S S "Cloud" or highlight all areas of revisions nd date revisions. E STRac SUBMI'1"1'ED TO: C LCS Reois Co tea STRUCTURAL CALCULATION FOR 7.35 STORAGE RACKS Nov 19, 1993 Prepared By: BE&C ENGINEERS P.O.Box 3707 Seattle, Washington 98124-2207 Prepared For: Boeing Support Services Seattle, Washington 98124-2207 Document N umber: 326-BSS-4-93004-50-CALC-S1 Figured By: Approved By: . ( il I understand that the Plan Check. sunrovoL,..1( 1. _eel to errors anti ..-;•1711,....= Ion.: and :;.w.gi)I tiott • :',. tt:t. • t...,.1.-.! tf( 1-.);(.1i.,-: coi. \ 1 •..;-:::,.,1 :., ce,,,, tit „:0,;t:;, ..?;•....;.:: i'lt:ir,:t", ill.:1.00V4.:(igt"...i 1 H.S ah.azan, P.E. Aideg,tla W.Henckel, P.E. CITY OF TUKWILA APPROVED DEC 2 1 1993 Et) R E-!:v 1SEO RECEIVED Cm' OF TUKWILA DEC 2 0 1993 PIRMIT CENTER EXPIRES 3/22/ 't BUI DING DIVISION Tto Gt, 7,36' BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT ?.3� p4( /er/ %ZACkS JOB NO FIG. BY Al • 5//4/ 44,4Z.'RN CHECKED BY DATE SHEET OF _Z ,T cc li vE O 3,7 car t 1/e o /2 ThY s c #cc /a z, o N 's 7' r re-4. M /,✓a f, f /c -tc t 2 y o,e / 1' . /-7/(G- // f9/1/ /cT 4 /c /NAp/c /=A t.7y2 c ,� �y r✓rc� G A�� P,47/e T ,<ACyr s w, // />F A46) c t /A' c e) 7 o ? A. r9n�AC yr /s & `Le' U/ / Ru/ s e x r U: Go A.d cA-7c -�^1 4360G 7,304- s/a L 0414 tic Sr/,• /Vo. 2 - J/ 7R A- -1 S ✓5R S E D/2 1;2A•cL.:1/) f/tA M c=.. v , ?�/� /�✓/�C ') //Z - M oM6A/P tst,4Mc • ill r y (o a bG/ j /4f, C J (4 —5 Z3 -9 BE&C L hG , 7.3 y ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT 7' 3 5 /'A" / /er a//4-C--/-< 3 JOB NO. FIG. BY N ' 5/71 - i -f'3,r Z. /A N / CHECKED BY DATE SHEET? OF.1 C,/C-c%. &g1-4 ry Ca Cii47J (Cii) r, iifrA-cf. m Jr S SQfac/f/r� Aa it /, tAMs .2771 y3 B AR a%a4 k �2 /4 T� 7 (o t cl C'A/.� c_i r I "27e.. P /' O f / x/Z - 3 t/ � r /Gc. S C CAP �/'Z o t 4 Sa o f 4-84-S A"C /r 9 � C. //� w v9 A-/ c irr) c,/ (02‘0'13 191 r !moo yv - A-1S z S�Y- rc,EfT Rf:C'4< x�� . Gl/a/'y ht ay ,, o ►%� . C A� S la -15 G X (Z. r 7 Z_ ay/ M U M t// /.; (Wog i cia L6/V67fl' ( cApA I:11)4.//, 7i 9 o v 2' i ) 00 0# k C A7c'i41. L as clir y TRANS VCKS c 12/a GrtdN, W Z)( 000 10/003 Y r • 3// tax 2.7rx /o /..), 0 hp-5 V r /375 (V_ ft, ) 1A/A hx FX 2-414 hi. IRS 1 8Lnc, . 7'3 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT 7' .5"-- Pf///r7 2A -CKS JOB NO. FIG. BY %f ' Sr,-li3R Z i4 6 / CHECKED BY DATE SHEET _Z OF D ,qn//i G yS%J (J) CH61C1c CA T&, 'd C _OGC/i 72A-N5 ✓c/ f( 9 /ee-cr,AN (C,Nr) t�Z Y000 ( 72 -1 14¢) r )10d0/ 0o a S-0-)0X /44. X 1375 r 9/7 1,0e0,000 ,009, 72 x 1975- l- /tod.o /000 ¢r�o Fes- Cpl /Cu /4 r/ v 7,4 c 'A-e-r, A N S /Q r kv6 -60o x /,/,/#4G0 1x 7Z r �/30 ¢0 .2x50 0,0 _ 9 /7 /O4f4-6oX7i 07Q 4a Aare uJ c/ ,2tt /'/ ?en. o bl5 /6, y (2) .. 14:51) 61,0x7 4n/cHM3 (A+�6Cy PA/LA /�on/D� 1375- ,/ 4 V.. 34'5 ,� D r , 27 1.� V /{ TA I2 l 0 .r 345 10J(-1. '1 4 Cgalc.t J /4,X 5 'M-se 2c%( -- sX c3 X '% y Z 9 0' 2 ?3 Piz .�z spa / 3 p � r r C X h 33 t /c oJrJL BE &C P.O. Box 3707 cnc , 7,35" ENGINEERS Seattle, Washington 98124 -2207 Mail Stop: PROJECT 7' 3 S /,4-LV ET 44C/C: S JOB NO FIG. BY if ' 3 HA H 6 A iA 4 CHECKED BY DATE SHEET OF ,9n/AC f S rJ (c-.) CA/ r- CA-- ."4-C Co.:, c// j (0:4, 7.) rR4NSVcASE %)/, c.rion/ (CPn/r ) ti 1 its = 22,3 pz X Sx 2,j r 3, sc.z 24 -45 2 -r, M S 5, d r 20a b _' LS r •171 l2 19,31. <,7SX 36,- oox /,33 o.2�g C,g/c.c / < Cu.,/cI'erc e//VC/4/A/c, .CA nsriMA red s Pk(:SSUnC5 - aoQo EFf r.' c_7 /V c-' �0 o r( 12) /9/tc,4 , • bo c 0/ a)X4 76 p.1 eu 1.7x 9 I I IC. s" kfp! ?. k }/U r ?.• CQ'3001z. ?3 - //X 8 ) /1/4/Li 1/ur /3. /(/ j 1/q �,12, J • da X7bX3 a 20 3S', 91 9.,73d r 4,r4 FTti g.o a O ,/8t-3 rllur u +3 - 7.2 02. 4 I7G r 2 2J /O./ BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT 1'3-5- ' 3 .S ,e a // 67 12 L< Ks • JOB NO FIG. BY N . SHA/ -a A Z /A 4 CHECKED BY DATE SHEET? OF-2. 4A14-6 ys(3 (Co. r) C//ec.k- L 4J /ziat CD a.c✓.rt • (c0,.4T) T,€ ,VS ✓L;/Lrc 12/R cc ' .J CC..' Jr) c a ck kv j �cJ�tu"t cy .Q = 116 °) 1- (3 7)2- t ( lc • r C f ,q(ace- / -0 4�S r /5 Y / 37( ) z . ( /37.5 x 2 `Fy -178/ Fa 7,Z-ks2. A 7 it. X , 233q x ¢13 273 o nc oG., 7.36- BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT 7' 5 A-// C 7 �e S JOB NO FIG. BY ' sN /fit /sp Z/4 4' CHECKED BY DATE SHEET OF An/ftys,s GHCG/� e4TEA/4-C C.P &/4%:) ( ti r. C.9/y61 7( / /) /n//1L P /XC ',i; (/ /3y -s-& / r 3 X /. X 2.7! X /o /ovo s- Ito 3I lS //-'/tAma yr /��X //03/ r 5' /5. /5s /Co /Qm v x r 460 )e 5 s 345' /375- 5 /s' r /73- /37.r 6' es r /MA ri J (9(4 /1T ,t /c x tj,c- & Mii,NE(C`/ /rs; 2 (d✓�`L cm6-1.4,. r �' 41S 14 r Coe, (5 14(x �' r 1/ 03S- F-e./4 L rt S = Sp e•Ve- . rhe,�4. 4, 14S 7 MCoC 5;° r X')/ s /tCio f' -r.1/ %/i c (` /11 t 1`41. a /0 aft BSc t4 r 1300 rf - d p 4-- 34C IIo35 14-; / 17; c AGiG • 7, 3 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT 7'5 h JA- // 1 /tACk 5 JOB NO FIG. BY SyA -H /3� /A et/ CHECKED BY DATE SHEET OFD cf/e-rit c A rrtA4 . 1 o . a/ (Cc fr.) cc, A ✓e-/ r i nlW,i-c /) /fcc>��i�! (�4.n/7) C4iG u /at r/v A.7 o A,4 L N rs , -J PM ssc./MiM, 0SXa C-AP) SPA Cry w 2 2 x a S cA o _sn X X / 4 1 o I hl Fr. /Y1 T o rA-L- e' 2 rD o f 13 0 fs 2,soo . G/z/V /ry 11 1,600)(1'1, 2¢ S /.8d • .FyX1•33 1'h t , 11 1 1. 3 3 r '7) 4, 6,1 v P f z > Q c /oaali� q • N a 8 8 N 0 3 2 a ooO G• a a Z O W N O M A- roc-et-I M1t 5 K I.P 0 0 Vx1 • X F1J Y - Y AXIS O • 40 C N X• 0 N 0 %0 1` 0 N 0 %0 h 0 O 0 b F 0 O N M r ••• .•..4 • o C a• • 1..0 o• •0 N •0 O CO ID O m a 0 w 0 m 0 h h 0 .i 1 10 0 l0 0 rl M • CO C .•+ M ►i 03 O r C• O h r- CO •0 N O O• CO N O n 10 O O e h 0 n M O• 0 M O• •0 •M 0 ••1 N 0 h .•1 O• O •1 h 0 O W O h ••1 •-1 O W N 1I• rl X - X AXIS •••• 1A • N M C) .1 0 O O O •-■ •-• O O O N ••• O O O 0 O O N O O O M1 wir w b • • F■ O n O N ■1 h O ••• N O O• N N .1 ! N N N .•1 h N O O 0 0 N N h N N M 40 0 N 1A • 0 0 0 O O) a h. O h O• 0 O• O h P .d 0 .•1 O O m C N 4-4 ^•1 - 0 03 • N 0 M m 10 a 0 O• N h O N O• .•1 10 ■• N C• N 119 -4 O O 10 0 M N� O • ID Of t ▪ ~ 0 h 0 M O b h M u, O •0 0• •0 0 ••■ W h O 0 O 01 O O• N O ••1 O• O •-1 • a • T \ m to 1fl .4 N 0' N N N CO n N r ••• N In to M 10 M N N ! h 0 N r- 0 N 4- 0 N n 0 N r 0 N n 0 N O, 0• 0 • - � C o M • •••••1 O h 0 O 0 O O 0 O O o• 0 O 1n 0 O 0 N .r O 0 N .1 O X m m .•1 X ni X 00910 M 10 0 M X m h 0 M X O's h O X 0 at a• O M M O• 0 C• O .+•rh h h M 0 0 .+ 1A N •0 •-1 •1 0 CO M M M h 0 0 0 • N 0 O N CO N O 05 .4 • N M ••1 0 0 .•1 0 0 0 0 0 0 0 0 0 0 0 0 C) ! O1 P1 0 0 ▪ P1 0 ! ! co • • •-1 .•1 •d 000 0 0 0 O• N O• O .10 • • • 0 0 0 CO CO In In •• ••• M X X k ! • w 0 0 to 01 O 0 ON Interlake_ Material Handling Division Upright Frame Capacity Chart For Use In Step 5 Maximum Unsupported Length* IU21B * ** IU25B * ** IU27B * ** IU75B IU77B IU79B IU99B 36" 18200 23000 27100 36200 42200 48200 56400 42" 18000 22800 26800 35600 41600 47400 56300 48" 17800 22500 26500 34500 39800 45100 56200 54" 17400 22100 25500 32300 37300 42200 55500 60" 16800 21200 25000 30600 35300 40000 53300 66" 16000 20300 23900 29800 34400 39000 50900 72" 15300 19300 22700 29000 33500 37900 48200 78" 14400 18200 21400 28000 32400 36600 45700 84" 13600 17100 20100 27000 31200 35300 44800 90" 12800 16000 18800 26000" 29900" 33800" 43900 96" 12000 14900 17500 24700" 28500" 32200" " 42900 • Floor to top of first beam or maximum beam spacing (whichever is greater). " Contact Engineering Department for usage limitations at these shelf heights. "• For beam lengths over 108" reduce frame capacity by 7% (0.93 multiplier). It is recommended that IU21 B uprights not be used with beams subjected to ledge loading in excess of 7500 lbs. per pair. 1U -21B IU -25B IU -27B 1U -75B IU•778 IU-79B aaai UPRIGHT FRAMES There are seven basic Interlake upright frame models in various sizes and gauges. Vista Green paint is standard. IU21B, IU25B and IU27B are 3 "x1 -5/8 "; IU75B, IU77B and IU79B are 3 "x3 ", and IU99B is 4 "x3 ". HORIZONTAL AND DIAGONAL BRACING Frames with 3" x 3" columns use 1.1/2" x 1-1/2" channels. Frames with 1.5/8" x 3" columns have 1-1/2" x 1-1/4" channels. Extra deep racks and larger size uprights have heavier bracing computer calculated to carry heavier loads. UPRIGHT FRAME FEATURES There are absolutely no dead spots along full height of column, per- mitting beam placement freedom. Each column has a foot plate pre•punched for lagging to floor. COLUMN•FACTOR OF SAFETY Based on minimum yield point: 1.92. All columns are high strength low alloy steel with 50,000 P.S.I. minimum yield strength. Q FAIIPtClOxelli I SST 1012.3 CH met SE! m 110 as • ie COCCI Q V7 mmmmz= N fV n N Z 1A 10 n m w N Mi M N MM C O M M o ..1 m v O n V v °_ i x M M M M H X 0 m m .1 1A n 01 N 1n 10 N • n 01 .-1 'N . P • v P n 0 0 N O n 10 0 FO ▪ •n n C 0 ..1 N .•1 .d N n n a m co O •71 a s 1-i 0 0' 0• N N r.• N N N .-1 ►1 N ■ - NN K 0 0 0 .•1 .•1 ri ..i ..1 ..i .-i .-i • .-1 s • .. ..1 ============ o ..1 .y ..1 .d N N n N N N n I0 b r 07 0 00 01 ••a101101oWWW000 s x�z s xlz x a: sus = = •1 WO n 01 10 V1 ,\ p 0 0 ktimm W 4 n 0 N O O In N r 0 0 o 0 .i 10 0 40 • ►1 .1 3• P.1 N 0 10 01 MN WW • r.l ►1 0 0) H m m .. 1,11 lei 1 1 1 Q 1 1 4 COLUMN TO COLUMN DIMENSION SPAN BEAM SIZE CAPACITY PER PAIR MAX. UNIFORMLY DISTRIBUTED LOAD CAPACITY (LBS. PER PAIR) 1 1 1 L :.4 1• LH334B 74, -► LH351B LH3548 LH3648 LH377B 1113878 Deflection' Spec AISI" Spec Dellecnon' Spec. AISI" Spec Deflection' AISI" Deflection' AISI" Deflection' AISI'• Deflection' Spec Spec Spec Spec Spec Spec Spec AISI" Spec. Span Cap. Dell. Cap Dell Cap bell Cap Den Cap Dell Cap Defl Cap Dell Cap Dell Cap Dell Cap Dell Cap Dell Cap Dell Span 60 9210 0.212 9210 0.212 11260 0 168 11260 0.168 13700 0.168 13700 0 168 15120 0 156 15120 0 156 15120 0 111 15120 0 111 15120 0089 15120 0.089 60 70 7990 0.285 7990 0.285 9770 0.226 9770 0.226 11870 0.226 11870 0 226 13270 0 211 13270 0.211 15120 0 172 15120 0.172 15120 0.138 15120 0 138 70 72 7790 0.300 7790 0.300 9520 0.238 9520 0 238 11560 0.238 11560 0 238 12920 0 223 12920 0 223 15120 0 186 15120 0.186 15120 0.150 15120 0.150 72 76 7410 0.333 7410 0.333 9050 0.264 9050 0 264 11000 0.264 11000 0.264 12280 0 247 12280 0.247 15120 0 217 15120 0.217 15120 0 175 15120 0 175 76 82 6910 0 385 6910 0.385 8440 0.306 8440 0 306 10250 0.306 10250 0.306 11440 0 286 11440 0.286 15080 0 269 15080 0.269 15120 0.217 15120 0.217 82 84 6760 0.404 6760 0.404 8250 0.320 8250 0.320 10020 0.320 10020 0.320 11190 0.300 11190 0 300 14750 0 282 14750 0.282 15120 0.233 15120 0.233 84 86 6620 0.422 6620 0.422 8080 0.335 8080 0.335 9800 0.335 9800 0.335 10940 0.314 10940 0 314 14420 0 295 14420 0.295 15120 0.249 15120 0.249 86 88 6480 0.441 6480 0.441 7910 0.350 7910 0.350 9600 0.350 9600 0.350 10710 0.320 10710 0.328 14110 0 308 14110 0.308 15120 0 266 15120 0.266 88 90 6350 0 461 6350 0.461 7750 0 365 7750 0.365 9400 0.366 9400 0.366 10490 0 343 10490 0.343 13820 0 322 13820 0.322 15120 0.284 15120 0.284 90 92 6220 0.481 6220 0.481 7590 0.381 7590 0 381 9210 0.382 9210 0.382 10270 0.357 10270 0.357 13540 0 336 13540 0 336 15120 0 302 15120 0.302 92 94 6100 05010 6100 0.501• 7440 0.3970 7440 0397* 9030 0 398 9030 0.398 10070 0.373 10070 0 373 13270 0 350 13270 0.350 15120 0.322 15120 0.322 94 96 5980 0.522 5980 0.522 7300 0.414 7300 0 414 8850 0.414 8850 0.414 9870 0 388 9870 0 388 13010 0 365 13010 0.365 14900 0.337 14900 0 337 96 98 5870 0.543 5870 0.543 7160 0.431 7160 0.431 8680 0.431 8680 0.431 9680 0.404 9680 0.404 12760 0 380 12760 0.380 14610 0.350 14610 0.350 98 100 5670 0.556 5760 0.565 7030 0.448 7030 0 448 8520 0.448 8520 0.448 9500 0.420 9500 0.420 12520 0 395 12520 0.395 14330 0.364 14330 0.364 100 102 5460 0.567 5660 0.587 6900 0.465 6900 0.465 8370 0.466 8370 0.466 9330 0.436 9330 0 436 12290 0.410 12290 0.410 14070 0 379 14070 0.379 102 104 5270 0.578 5560 0.609 6780 0.483 6780 0.483 8220 0.484 8220 0 484 9160 0 453 9160 0.453 12060 0 426 12060 0.426 13810 0 393 13810 0.393 104 106 5090 i 0.589 • 5460 0.632 • 6660 0.501 • 6660 0.501 • 8070 0.502 8070 0.502 9000 0.470 • 9000 0 470 • 11850 0 442 11850 0.442 13570 0.408 13570 0.408 106 108 4920 0.600 5370 0.655 6550 0.520 6550 0 520 7930 0.520 7930 0.520 8840 0 487 8840 0.487 11640 0 458 11640 0.458 13330 0.423 13330 0.423 108 110 4750 0.611 5280 0.679 6440 0 538 6440 0.538 7800 0.539 7800 0 539 8690 0 505 8690 0 505 11440 0 475 11440 0.475 13100 0.438 13100 0.438 110 112 4600 0 622 5190 0.703 6330 0.557 6330 0.557 7670 0.558 7670 0 558 8550 0 523 8550 0 523 11250 0.492 11250 0.492 12880 0 454 12880 0.454 112 114 4450 0 633 5110 0.727 6230 0.577 6230 0.577 7550 0.578 7550 0.578 8410 0.541 8410 0.541 11070 0 509 11070 0.509 12660 0.470 12660 0.470 114 116 4310 0.644 5030 0.752 6130 0 597 6130 0.597 7420 0.598 7420 0.598 8270 0560 8270 0.560 10890 0.527 10890 0.527 12460 0.486 12460 0 486 116 118 4180 0.656 4950 0.778 6040 0.617 6040 0.617 7310 0.618 7310 0.618 8140 0.579 8140 0 579 10710 0 544 10710 '0.544 12260 0 502 12260 0.502 118 120 4050 0.667 • 4880 0803* 5940 0.637 • 5940 0.637 • 7190 0 638 7190 0.638 8010 0 598 • 8010 0.598 • 10550 0 562 10550 0.562 12060 0.519 12060 0.519 120 122 3930 0.678 4800 0 830 5860 0 658 5860 0658 7090 0 659 7090 0 659 7890 0 617 7890 0 617 10380 0.581 10380 0.581 11880 0 536 11880 0.536 122 124 3810 0689 4730 0.856 5770 0.679 5770 0.679 6980 0.680 6980 0680 7770 0 637 7770 0 637 10230 0 599 10230 0.599 11690 0 553 11690 0.553 124 126 3700 0.700 4670 0883 5680 0.700 5690 0 700 6860 0.700 6880 0 702 7660 0 657 7660 0 657 10070 0.618 10070 0.618 11520 0.571 115520 0.571 126 128 3590 0.711 4600 0.910 5520 0.711 5600 0.722 6660 0.711 6780 0 724 7550 0 678 7550 0.678 9930 0.638 9930 0.638 11350 0.588 11350 0.588 128 130 3490 0.722 4540 0.938 5360 0 722 5520 0 744 6470 0 722 6680 0 746 7440 0 699 7440 0 699 9780 0 657 9780 0.657 11180 0.606 11180 0606 130 132 3390 0 733 4470 0.966 5210 0 733 5450 0.767 6290 0 733 6590 0 768 7330 0 /20 7330 0 720 9640 0 677 9640 0.677 11020 0.625 11020 0 625 132 134 3300 0 744 4410 0.995 5070 0 744 5370 0 789 6110 0 744 6500 0 791 7230 0 741 7230 0 741 9510 0.697 9510 0.697 10870 0.643 10870 0.643 134 136 3210 0.756 4350 1.024 4930 0 756 5300 0 812 5950 0 756 6410 0 814 7060 0 756 7130 0 763 9380 0 717 9380 0.717 10720 0.662 10720 0.662 136 138 3130 0 767 4300 1 054 4800 0.767 5230 0 836 5790 0.767 6320 0 838 6870 0 767 7030 0.785 9250 0 738 9250 0.738 10570 0.681 10570 0 681 138 144 2890 0.800 • 4130 1.144 • 4440 0.800 5030 0.908 5340 0800* 6080 0910* 6340 0 800 6760 0 853 8870 0 800 8890 0 802 10150 0.740 10150 0 740 144 150 2680 0.833 3980 1 239 4110 0.833 4850 0.983 4950 0 833 5860 0.985 5880 0 833 6510 0 923 8210 0.833 8550 0.869 9770 0 802 9770 0.802 150 156 2490 0 867 3850 1 337 3820 0.867 4680 1.061 4600 0 867 5650 1 063 5460 0 867 6280 0997 7620 0.867 8250 0.938 9410 0.866 9410 0.866 156 160 2380 0889 3760 1 404 3650 0.889 4570 1 114 4390 0889 5520 1 117 5200 0 889 6130 1 047 7270 0 889 8050 0.985 8980 0.889 9190 0.909 160 170 2130 0 944 3560 1 580 3260 0 944 4330 1 254 3920 0 944 5220 1 257 4640 0 944 5800 1 179 6480 0 944 7610 1.109 8010 0.944 8680 1 024 170 180 1920 1 000 3380 1.766 2930 1.000 4110 1 401 3520 1000 4950 1 406 4170 1 000 5500 1318 5820 1 000 /220 1240 7180 1.000 8230 1145 180 & " refer to page IPR•14. • "Quick Ship" Items. NOTE: For beams longer than 90" that support decking, we suggest the use of snap-in cross bars for slotted beams to reduce the possibility of beams spreading apart. 7 MN DIMENSION l V II V IV b 2 Dell. 1 �.J c = b g SPAN BEAM SIZE Dell. II i / 11 -4 0 CAPACITY PER PAIR Dell. Cap. a MAX. UNIFORMLY DISTRIBUTED LOAD CAPACITY (LBS. PER PAIR) IH662B IH673B I• 1► 5'h er 1H682B IH872B IH882B T 1% 1.4 IH893B 5'116 ■ Deflection' Spec. AISI'• Spec. Deflection' Spec. AISI•• Spec. Deflection' Spec. AISI•• Spec. Dellection• Spec. AISI•• Spec. 0ellection• Spec. AISI" Spec. Deflection' Spec. AISI'• Spec. Span Cap. Dell. Cap. Dell. Cap. Dell. Cap. Dell. Cap. Dell. Cap. Dell. Cap Dell. Cap. Dell. Cap. Dell. Cap. Dell. Cap. Dell. Cap. Dell. Span 60 9230 0.193 9230 0.193 10870 0.188 10870 0.188 12340 0.164 12340 0.164 14090 0.115 14090 0 175 15120 0.159 15120 0.159 15120 0.109 15120 0.109 60 70 8010 0.259 8010 0.259 9440 0251 9440 0.251 10700 0.219 10700 0.219 12210 0.234 12210 0.234 13500 0.220 13500 0.220 15120 0.170 15120 0.170 70 72 7800 0.273 7800 0.273 9200 0.265 9200 0.265 10420 0.232 10420 0.232 11900 0.241 11900 0.247 13150 0.232 13150 0.232 15120 0.184 15120 0.184 72 76 7420 0.303 7420 0.303 8750 0.294 8750 0.294 9910 0.257 9910 0.257 11320 0.274 11320 0.274 12500 0.257 12500 0.257 15120 0.215 15120 0.215 76 82 6920 0.351 6920 0.351 8160 0.340 8160 0.340 9240 0.297 9240 0.297 10540 0.318 10540 0.318 11650 0.291 11650 0.291 15020 0.265 15020 0.265 82 84 6770 0.367 6770 0.367 1980 0.351 7980 0,357 9030 0.311 9030 0.311 10310 0.333 10310 0.333 11390 0.311 11390 0.311 14690 0.278 14690 0.278 84 86 6620 0.384 6620 0.384 1810 0.313 7810 0.373 8840 0.326 8840 0.326 10090 0.348 10090 0.348 11140 0.326 11140 0.326 14360 0.291 14360 0.291 86 88 6480 0.402 6480 0.402 7650 0.390 7650 0.390 8650 0.340 8650 0.340 9870 0.364 9870 0.364 10910 0.341 10910 0.341 14060 0.304 14060 0.304 88 90 6350 0.420 6350 0.420 7490 0.401 7490 0.407 8410 0.355 8470 0.355 9670 0.380 9610 0.380 10680 0.356 10680 0.356 13760 0.317 13760 0.317 90 92 6220 0.438 6220 0.438 7350 0.425 7350 0.425 8300 0.371 8300 0.371 9470 0.396 9470 0.396 10460 0.371 10460 0.371 13480 0331 13480 0.331 92 94 6100 0,456 6100 0.456 1200 0.443 7200 0.443 8140 0.386 8140 0.386 9290 0.413 9290 0.413 10260 0.387 10260 0.381 13210 0.345 13210 0.345 94 96 6000 0.475 6000 0.475 7070 0.461 7070 0.461 8000 0.403 8000 0.403 9110 0.430 9110 0.430 10060 0.403 10060 0.403 12950 0.359 12950 0.359 96 98 5870 0,494 5870 0.494 6930 0.480 6930 0.480 1830 0.419 7830 0.419 8930 0.448 8930 0.448 9870 0.419 9870 0.419 12100 0.374 12700 0.374 98 100 5760 0.514 5760 0.514 6810 0.499 6810 0.499 7680 0.436 1680 0.436 8770 0.466 8770 0.466 9680 0.436 9680 0.436 12460 0.389 12460 0.389 100 102 5660 0.534 5660 0.534 6680 0.518 6680 0.518 1540 0,453 7540 0.453 8610 0.484 8610 0.484 9510 0.453 9510 0.453 12230 0.404 12230 0.404 102 104 5560 0.555 5560 0.555 6570 0.538 6570 0.538 7410 0.470 7410 0.470 8450 0.502 8450 0.502 9330 0.470 9330 0.470 12010 0.420 12010 0.420 104 106 5460 0.575 5460 0.515 6450 0.558 6450 0.558 1280 0.487 7280 0.487 8310 0.521 8310 0 521 9110 0.488 9110 0.488 11790 0.435 11790 0.435 106 108 5370 0.597 5370 0.597 6340 0.579 6340 0.579 7160 0 505 7160 0.505 0160 0.540 8160 0.540 9010 0.506 9010 0.506 11590 0.452 11590 0.452 108 110 5220 0.611 5280 0.618 6240 0.600 6240 0.600 7040 0.524 7040 0.524 8030 0.560 8030 0.560 8860 0.524 8860 0.524 11390 0.468 11390 0.468 110 112 5050 0.622 5190 0.640 6140 0.621 6140 0.621 6920 0.542 6920 0.542 7890 0.580 1890 0.580 8710 0.543 8710 0.543 11190 0.485 11190 0.485 112 114 4880 0.633 5110 0.662 5950 0.633 6040 0 642 6810 0.561 6810 0.561 7760 0.600 1760 0.600 8570 0.562 8570 0.562 11010 0.502 11010 0.502 114 116 4730 0.644 5030 0.685 5770 0.644 5940 0.664 6700 0.580 6700 0.580 7640 0.620 7640 0.620 8430 0.581 8430 0.581 10830 0.519 10830 0.519 116 118 4580 0.656 4950 0.708 5590 0.656 5850 0.687 6590 0.600 6590 0.600 7520 0.641 1520 0.641 8300 0.601 8300 0.601 10660 0.538 10660 0.536 118 120 4440 0.667 4870 0.732 5420 0.667 5760 0.109 6490 0.620 6490 0.620 1400 0.663 7400 0.663 8110 0.621 8110 0.621 10490 0.554 10490 0.554 120 122 4310 0.678 4800 0.755 5250 0.678 5680 0.733 6390 0.640 6390 0.640 7220 0.678 1290 0.684 8050 0.641 8050 0.641 10330 0.572 10330 0.512 122 124 4180 0.689 4130 0 780 5100 0.689 5600 0.156 6300 0.661 6300 0.661 7010 0.689 1180 0.106 1930 0.662 7930 0.662 10170 0.591 10170 0.591 124 126 4060 0 100 4660 0 804 4950 0.700 5510 0 780 6210 0.681 6210 0681 6800 0.700 1080 0.129 7810 0.682 1810 0 682 10020 0.609 10020 0.609 126 128 3940 0.111 4590 0 829 4610 0311 5440 0.804 6120 0.103 6120 0.703 6600 0 711 6910 0 151 7100 0.104 7700 0.704 9870 0 618 8870 0.628 128 130 3830 0.727 4530 0.854 4610 0.721 5360 0.828 6010 0 122 6030 0.724 6410 0.722 6880 0.114 7550 0.722 1590 0.125 9130 0.648 9130 0.648 130 132 3720 0.133 4470 0 880 4540 0.733 5290 0.853 5850 0 133 5950 0.146 6230 0.733 6780 0.791 7340 0.733 7480 0 747 9590 0.661 9590 0.661 137 134 3670 0.744 4410 0.906 4420 0.144 5220 0.879 5680 0.144 5860 0.768 6060 0.144 6690 0.821 7140 0.144 1380 0.769 9450 0.687 9450 0.687 134 136 3520 0.756 4350 0 933 4300 0 756 5150 0.904 5530 0.756 5790 0.190 5900 0.756 6590 0.845 6940 0.156 1270 0.192 9320 0.107 9320 0.701 136 138 3430 0.767 4290 0.959 4190 0.761 5080 0.930 5380 0 767 5710 0.813 5140 0.161 6510 0.869 6760 0.767 7180 0 814 9190 0 127 9190 0.127 138 144 3170 0.800 4130 1.042 3870 0.800 4890 1010 4910 0.800 5490 0883 5300 0800 6260 0945 6240 0.800 6900 0.885 8830 0.190 8830 0190 144 150 7940 0.833 3980 1.178 3590 0.833 4710 1.094 4610 0 833 5290 0.956 4910 0.833 6030 1 073 5180 0 833 6640 0.958 8280 0.833 8500 0 856 150 156 7730 0.867 3840 1218 3340 0867 4550 1 180 4280 11.867 5100 1.032 4560 0.867 5810 1.104 5370 0861 6410 1.034 7680 0.861 8190 0.924 156 160 2610 0.889 3750 1.279 3190 0.889 4450 1.240 4090 0889 4980 1085 4350 0.809 5680 1 160 5120 0.889 6760 1.087 7320 0.089 8000 0.911 160 170 2330 0.944 3550 1.440 2850 0.944 4210 1395 3650 0.944 4120 1.221 3890 0944 5310 1305 4570 0944 5970 1.223 6530 0.944 . 7560 1.093 170 180 2100 1.000 3370 1.609 1570 1.000 4000 1.559 3280 1000 4480 1.365 3490 1.000 5100 1459 4110 1.000 5670 1.361 5860 1000 1160 1 777 180 • & • • refer to page 6. 7 .,:„.....:. : ui i MIA!. tiLln LODI, CALIFORNIA P14`t5IG1\L PRoPERTIC-5 DATE 7/2-4/.5g I DRAWINZ 6 BY 1 N ,- ; 'i4 'Cr 1 X- x • L • L'ArtiJ �k 151` N NO. REVISIO" S ATTA-cla Mr•)1 S4-1 (.cF-( CA , t MktA 14T, 'Ad/t IK., Sus( ii-1 1t- 5`('( 4 s )( lit, -oc0 .2297 .174 19.83 ,oscz, i 1190 .61.34 .01S1'j J0456 , 4006 ,41 ' l4 .o15. _2839 .956 IT." ,10 6 1 .14-40 .616'D ,o4 -G4- ;o5-64 ;44--5 .41 "I2 ''10 .105 ,3585 /,308 10.1D »41 r3 , 1 850 ,roo4I ,06,-2.1___ _ .0-767 _,75,—/c/ .q4 .11S ,4878 /.643 8't3.- • Ilo 6 .2 1:1 S .5914 .0'164 .D °60 . ?i..i6 , ` *I .I E7 .6419 2,192 5.Q. .2107. ,Zp03 .56;'6 ,O977 .1270. • 35. 33 .4 ...S ;IS .,32I1. 2.765 4.00 ;242.6 ,12 3 g 16-535 , I 1 84 • .%605' .?1 96 . S1 4 • 8'• • C 1' 10.64• o.''S 1 ' LLOWt1L.- Ax14,L- LoA.c 'PMT r{ P1/4151 19 8 v ..••• TtytAt.. 0 -". X37. I,ac2Cla:F 7.9B� � 6,45- - .. ' : : [03_0 ; I I I I. I I —1 I � I _ - 1- 2n I _1 . 30 40 SD GO g. „r •. I„i N r.. CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 12/07/93 Activity Table Processing RACK STORAGE PERMIT. Permit No: B93 -0458 Status: PENDING Tenant: BOEING 47 -35 Address: 12674 GATEWAY DR Type: B -RACK Vers: 9101 Screen: 01 Base Information Parcel No: 271600 -0020 Owner: KAISER GATEWAY ASSOC Validated By: SLB Plan Ck Approved: Status: PENDING Issued: Act /Inactive: A Final Notice: Nature of Wk: INSTALL .6.SECTION OF 14' LONG X Location: Zoning: Mi UBC Edition: 1991 Rack Storage Dimensions - Linear Feet x 84 40 / / Applied: 11/22/1993 / / Completed: / / / / To Expire: / / 12' HIGH AND 4 Valuation: 3,000.00 Height 12.0 12.0 .0 .0 .0 .0 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update Totals 1,008 480 CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 12/0.7/93 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B93 -0458 Tenant: BOEING #7 -35 Status: PENDING Address: 12674 GATEWAY DR Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 11/22/93 12/07/93 12/07/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[EXITS ..:..... O.K. 2[ 3[FIRE PLEASE REVIEW AND .COMMENT. 4[ 5[ 6[ 7[ 8[ 9( 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. r-N ,;,t uF. .... NCLUDE I.N SET DRAWING NO. . SHEET -.43. ar,t tC 1,REV iOUS, PROJECT , NOT YET ISSUED FOR CURRENT PROJECT PREVIOUSLY PROJECT, NOT REQU 1 RED FOR CURRENT PROJECT - 'DRAWING`TITLE ARCHITECTURAL O COVER SHEET LAYOUT PLAN..(FOR REFERENCE ONLY) 7-35—S300 5500 STRUCTURAL_ PALLET RACK SECTIONS & DETAILS TENA..JzT I PROV(Vl I� 12674 GATEWAY DRIVE GATEWAY CORPORATE CENTER (BUILDING TUKWILA, WASHINGTON 98188 PROJECT NOTES `R`RQ� .CT 2I1IEC.L< T Rf F PRQ FCT. MAINE P ROV I DE (, _ SELF SUPPORTED STORAGE RACKS I N EXIST' WAREHOUSE BEI,LEVUE BREME Ar,,94*. FEDERAL WAY LAND USE ZONE,.., CONSTRUCTION TYPE. OCCUPANCY GROUP BUILDING AREA. TH I S TENANT IMPROVEMENT T BUILDI, NG LIEIGI-IT LIG HT�ING BUDGET.,.;.:. .12674 GATEWAY DRIVE GATEWAY CORPORATE CENTER (BUILDING #2) TUKWILA, WASHINGTON 98168 1985 UN I FORM EUI LDI NG CODE 1 (OR I G I`NAI. TENANT I MPRc7VEMEN `r ) 1'x91 UNIFORM BUILDING CODE AND AS ADOPTED OR AMENDED BY LOCAL ORDINACES, AND COMPL I ANCE WI T H CITY OF TUKWILA A ZON I`NG M1 (LIGHT INDUSTRIAL) V—N SPR I NKLERED B2 •97,800 S.F. 550 SF. 25 t-0" MAX, .1 :'7 WA•rTS /S : F (ENERGY CODE , GENERAL OFF `I CE) CODE N 1. THE BOLDING SHALL BE FIRE SPRINKLERED THROUGHOUT. 2. ALL EXTERIOR WALL FURRING AND FRAMING SHALL BE NON - COMBUSTIBLE. 3. ALL DOORS INTO' CORRIDORS AND INTO THE MECHANICAL ROOM SHALL BE 20 MINUTE RATED' AND SHALL `BE SELF - CLOSING OR SMOKE DETECTOR ACTUATED AUTOMATIC CLOSING. 4. ALL RELITE:S ON CORRIDORS SMALL, BE 1i4 WIRED GLASS IN STEEL FRAMES. 5, MINIMUM CORRIDOR ILLUMINATION SHALL,. BE ONE r:OOTCANDLE AT FLOOR LEVEL. 6. ``ILLUMINATED : EXIT SIGNS SHALL µ BE PROVIDED AT ALL EXIT DOORWAYS FROM CORRIDORS. 7. NO CELLULOSE ,NITRATE FILM WILL BE USED` OR STORED 'IN THE BUILDING. 8. THE PROJECTION ROOM SHALL BE PROVIDED " „ SIGN AS REWIRED BY THE 1985 ` UN E COED WITI•i SAFE.11' FILM:.. OBI DRM BUILDING CODE. 9 ONLY SAFETY FJLM:.v li L BE USED IN THE PROJECTION; ROOM. :'L 10. ONLY -:t�NE PROJECTION `MACHINE, `FULLY AUTOMATIC, WILL BE USED IN THE PROJECTION ROOM. TOILET ROOM ACCESSORIES, AND THE DRINK N. ,., , 1'1. ALL, DOOR NAR�?'#ARE, . �`' iNG FOUNTAIN SHA COMPLY WITH THE LATEST ADOPTED EDITION OF THE WASHINGTON STATE BARRIER —FRS -E REGULATIONS. . ,, ._' 12. THE SUSPENDED CEILING SYSTEM, INCLUDING ' LIGHTING - FIXTURES, SHALL COMPLY wlTl -I , I UNIFORM BUDDING CODE STANDARD 47 -18, 13. PLUMBING FIXTURE COUNT BASED ON ACTUAL EMPLOYEE AND VISITOR COUNTS PER 5-01-87 A. SHAW TELEPHONE CONFERENCE' WITH JOHN MCALERNEY- AT KING COUNTY HEALTH DEPARTMENT. THESE DRAWINGS CONFORM TO THE 1991 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. COMPLETE BUILDING FLOOR PLAN SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND 'PASSAGEWAYS. ENGINEERING CALCULATIONS (F 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: 0 1. GENERAL PERMIT (SHELL 8c CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL' SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS 0 2. TENANT INPROVEMENTS, , 2 COMPLETE SETS 0 3. ,..MECHANICAL, 2 COMPLETE_ SETS 0 4 ELECTRICAL, ':2 COMPLETE SETS d„ 0 5. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS 1'yunc erstand tifgat "tiffs ^Plan Check apt�ro� }. ��r : ubjoct to errors and oms ,ions Grid - pprev,31 o` pl ns "dues not a tthdr xs tihe ‘niolai ior3 o an,' adopted. Coda Car ordin °� Ce. `Receipt cf c r,n• tray to `copy ota gE «. r CITY OF TUKWILA NOV 2 2 1993 PERkIIT CENTER 'RANSLATED FROM CALCOMP , PC CONSOLIDATE FOOD SERVICES PC JW WH LW .+.y!a+..rf.i....:... ..�+Y�.+•w +.+... Ya-^ v.. .M•.�.ti- +......s....r.+— +i..r.• ,. ADD STORAGE RACKS HS JW WH MB mwo REGISTERED ,.� AR(H TECT Vr'1Y $ MACE ` TAU I.* WASHINGTON P NTrER COVER SHEET SE &C ENGINEERS •,-7 �!f, i R ASION %Jar rib t. rr <ewrJi N'.79°.:5= :F/X¢1'!°i •'" t[Y1Iy,� :tr,,:s,�'i cr:0141 fy >a • 11111 •Ii~ I rti I •. 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WHEN WOOD SLATS ARE USED, SPACE 'THEM TWICE I HE IM20 SHELF 1E3-283 @ 14'L x 14'H IM20 -- SECURE 1/2" x'5" x8" BASE PLAT_ i PLATES TO CONCRETE FLOOR WITH (2 ) HILTI KM< " C100" EPDXY ANCHORS, 4 1/4" MINIMUM EMBEDMENT ......_._...................._____............_...___„.\t#0 . • to...1k 4.0Ao Net. fil-E. COFN ' 4 . ....,,,,,,.:.„...r\----...........,,„,.....--.............,,,..„-„,--., Pion theck subo: to eirdis ar‘v.3ortlisvoils 4rici app.( c,,,a‘ ,1; i Olsiv.5 does flOt ',:1% .).' a'66003, co'de o( 61(itil'aft,..e. c.1,ce.ip!. 6i d deo- otoe '. 'dij./ oi aw. OM fri ()la ti :...- i.-icv.iicrotecige (\Y il.-------------"--- S500 ACCEPTABILITY thIs'DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED SY } DOT. DATE RSMAMCIAZIAN PALLET RACK SECTIONS & DETAILS .WALIACI SCR. H.SHAHBAZIAN CHECab HSHAHF3A7AN vki',144 m.a..04iNG FtECEIVED COY OF Tummuk rata2. DEC 20 1063 PtMIT 017,11TER 8E84c ENGINEERS 15411 1;1.ITAKEL '41.givt6t/GHTON 11.19.93 STRUCTURAL MASTER COL D— H/2 — 4 JOB no. 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