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Permit B93-0158 - APS INC - STORAGE RACKS
.s••• Ps, City o (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B93 -0158 Type: B -RACK Category: Address: 18260.SEGALE PARK DR B Location:. Parcel #: 352304 -9119 Zoning: Contractor License No.: ENGINSP142RA Status: ISSUED Issued: 06/02/1993 Expires: 11 /29/1993 TENANT APS, INC. 18260 SEGALE PARK DR B, TUKWILA, WA 98188 OWNER SEGALE MARIO A PO BOX.88050, TUKWILA WA 98188 CONTRACTOR ENGINEERED STORAGE PRODUCTS Phone: 206 682 -6596 1033 6TH AVENUE SOUTH, "SEATI LE; WA 9,8134 CONTACT DONALD ROBINSON _, Phone: 206 682 -6596 1033 6TH AVENUE' SOUTH, SEATTLE, WA 98134_: ... ...,., *.. *, * * * * * * * * * * * * * * * * * ** Permit Descriptions° INSTALL HIGH ' BAY SHELVING AND PALLET 'RACK}. Rack Storage; D`: me ;r s:i ons -` - 3t L'`i n e a r F'ee't 6',31 Height 12.0 10.0 17.0. .0 .0 0 Tbt'a-1 s '7,572 21880 . ':795 UBC Edilon: .1981 J Va l uai: ion 2;00,,000.00' -� .. * * * * * ** sic ' *?k * * *. * *** * *44* *4* i 247 o tea i 5P ber m i t "Fee : 386). **** kk; *** **'kAli * *Is * * ** * * * * ** *fit * * ** * ** ?% * * * ** Permit Center Au'thori zed Signature i %Date` I hereby uerttif°y that 'I have read and',examipe. d ,th"i•s', per�mi t and know the same to be`ltr - - • ect. All proiisions of{ l,aw' and ord.inan;ces governing t ork °il be compl ied°•with, 'AwhethreG:ified herein or not The grant ,or,cancel construct obtain.th 3,S rmit dons: :not $p p,p1.4me. to give author.it. to violate s of any other state or local'£ laws, regulating formance .,of .worrk.i• �`T:;y, am authori40o sign for and er.mi t ,Signature: Print Name: This permit shall ome 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 TUKWILat Department of Co nunity Development — Permit Cente( 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 513- 0ler6 PROJECT NAME SITE ADDRESS P\P 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. • 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. D EPARTME,:. ki BUILDING - initial review TE . 5— 49-93 .S6 FIRE S II %1y3� O PLANNING IJA DATE PPROVE Sl its \`(3 41— ROUTED) iUIREII�fEB CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: Detectors N/A FIRE DEPT. LETTER O PUBLIC WORKS O OTHER BUILDING - final review .BUILDING OFFICIAL /1/W4 INIT: INIT: INIT: DATED: Gig, 0-- INSPECTOR: ZONING: REFERENCE FILE NOS.: IBAR/LAND USE CONDITIONS? MINIMUM SETBACKS: N- S- F- UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? OYes ( No REVIEW COMPLETED UBC EDITION (year): I AMOUNT OWING: V3s,co .q) CONTACTED DATE NOTIFIED rp-c3 ��q3 BY: [[�� (init.) ,J 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: (init.) 01/0819; CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIF43 PERMIT APPLICATION PLAN CHECK NUMBER DESCRIPTION AMOUNT .,DATE '• BUILDING:PERMITFEE PLAN CHECK FEE BUILDING SURCHARGE; OTHER: Lat .50 SITE ADDRESS SUITE # 0. (e,c9 szckekIe. Pk, � VALUE OF CONSTRUCTION - $..14901000 PROJECT NAME/TENANT APS \nc, ASSESSOR ACCOUNT # 3 3d� -1 -QI II (commercial) L) Demolition (building) 0 Other TYPE Or Li New Building Li Addition Li Tenant Improvement WORK: X Rack Storage 0 Reroof 0 emodel (residential) DESCRIBE WORK TO BE DONE: 15)000 +1 ce. aet41 5 {e4-,t (p ( r, . _ BUILDING USE (office, warehouse, etc.) ,t,. L—t-c_e • .,..( v sty ',11-)) NATURE OF BUSINESS: 4 j.1;_-, 1:-_,:/Jtt,---- requirements may need to be met. Please explain: WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMA E, COMBUSTIBLE OR HAZARDOUS MAT RIALS IN TH BUILDING? 0 No Yes IF YES, EXPLAIN: e pit..e 1 �$.,,,d.•.� a ••• ' ,-, Jat et m4j Les) a - 'kc.'. (ED • l s. 6.) (Z. PROPERTY OWNER 5 Qc " '��L (] ( 4' �Irt.vfut,�'r�4f� PHONE �• -��s„ PHONE r7D� 0 ZIP t�li"i ^� �� 0 �'� n ADDRESS (�'J "� �a�� ,•f a-• (3)4 CONTRACTOR .— ` 1 �� a Lrtti P- er-ec� 6rtq� L` uG ADDRESS ) 0 V-k 67.-13 /1,4,c._ �• • ; �•. �� � )cp / a ZA. 9f< 13 Lf EXP. DATE 111.1:3-_c;....1 PHONE ZIP WA. ST. CONTRACTOR'S LICENS # • _01 e to ARCHITECT ADDRESS ZIP I HEREBY .CERTIFY TH AT; I BE TRUE. AND' CORRECT, AN BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATURE A. 0 PRINT NAME AMINEO THIS AP.P.LICATION `AND KNOW THE' S ED TO: APPLY.: FOR;THIS ;PERMIT S. 201: �• ADDRESS ( � � .1 �� �� �� �� c� � A 'A/\ DATE PHON(a -a4) 6K1 -6$1(0 CITY/ZIP54 1p 4 PHONE ' S" wt APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill 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 COMMERCIAL SUEilMITTAL CHECKLIST • ••.• •••:•... •••••••••••••• • : • NEW COMMERCIAL • BUILDINGS/ADDITIONS Completed building permit application (one for each structure) ri AiseSser"AcCoUrit.'Number:::. •••. TwOSets12),01 the following ,SpecifICations 1 *i • • ... . " • • ' "" • • '• '••• • • • " • '• • • • • • • •,' • ' •.• Solis report stamped t?y."0 WashingtOn'SiateliCensed:Einpiopo • • • • :••• Li • • • arthltect.:::•••:f • ..•••••••:•::.:•:•:••::•-•••••••• ' ' • .• • ' : ' • : • : : . • . ,.„ „ , ' ' -• •••••• •'• ' " "•••••• • •-• ''' ••'.' ••••..• •••••••••• .."...• '••••••••••'. • :•••••••••••••'•••••.:::"•••••:••••••';'••••:•:•:::".•••.::••••:: ' •••'•:;• ' ••••:"•••.•••••••:•::••.•••••,:•::::•.:::::•••::::":::::::: ' . " .." • ''. • ••• • • •• • •..-...... '• • :,.. : .•:,......... •:•,....,.....:::,,,,,,,..:..,•;.:....,,,,,:::,',:.:.",..:.• ••:•••••.• •••.••••„:•.,......,•Site•plan.::::,•••:::',..•••••••••::..•••-•.:;•••••••:•:::.::::::::::•....„.:,:.,:::•,...::::.....:•.,:•:•••:,•:::::::„..:.:•:::i,....:::-.•:::::::::::,..,..:::::.:„.„:,..,:-...::.....:, • •.. itital '.........•::•••.:......„....•::.••••Aiehitecirawingil:•::-:•':•••••••;,•:::::::::::•::::•••.•::::::::::::..::•.:'::::•••••.:•,•••*•::'.•::::::::::i••;.:::::...::::::••••:::::::•••';••••:::::::::::::••... ........ ... ... . „.... ............„,...................„.............................. „,..... .............. • -.:‘...:•.••••• ••••.••• Structural drawings•••••':::::::',.:::::.:•::•:•;..:.;:.:-.:...::::•..::::..-:.-:.:•::::-•••,::".:::.::..--•,-...:•••,..,:::::',:::::::,•-::.:.::::.•,a-0•:•.:,. . . ... ...„........ • ............1.1•-::•.:................'■. MeChanical.erawings.:::::...:„::„....„.,..•...:.•;:;.••••,":•;.;"...••;....•:::::::::::::::::•••:"•,•:::::::::::.;.':::::::::::::::::::,::::::•••:::::::::::::::::•:-;..,..:::::::.::::::::".• ..... ..... :•••••••.••••:::•.,.:.-.•:"..:::.,..'...!:,EleVatiOris:::::::'.•:•!.;•::::::::•:••:•'.:.:::,...:-:::.:•...-...::::::...;:•:.1•:.•:;',!••::::::::......]:::),::::::::::.......;::::::::::::::::::::::::::::•:::::.."..:::::::.••....::::::.;,,:.:.....,...,..•::::::::.••,.•...::::.:: '•••••:....'•.:. ••••••:.••., '''''' ''...'..pi vi 1 •csi.awfp6:•••:::-•,:;•••••,•••••:•:•...,:::::::••:::••••:.::.:?•••:•,......:::•:::::,••••••::•••::::::::'•;:.;:::::::::::...:::::•:::::•::::,:::••••:,.•::,,:;:::.,... . •• ' • ••••:•"•••••,": . • . •::, • •.•:,.•••••••,•••••,..t.indspilppipl60:••:••:::::::•:•,•:::::•",::::::::,:i:.....:::::::;. ' ,....„ ' ,.....::-.•:,•,..:".••••• ... "...,,i!,::::•••••••:.• . ,...............,, .,...,-...,..:i. •:,..,::,,, ........:........:),...:,..;:,,..:„.„.....,,,::,,,, ' ::, ' :•,:.•,,..,.-..,..,,„„:„.•••••.,,,, ' , . •:: . •„....,...,.........,......„...:•:„:.::::„..,....„.., . : 1 Completed utility.:Perrnit:eippliCatien•:(oneJOr entire projeCt)... Six (6)sets of • • • • •.... .cviI • ' ' . „ „ ..... .......... . submittal ta rein n • ... . .... . • ................... .. ............. ';"":";"'' •;••••'? "• • • • .... : ........ " • • • •-• Two ....... . .B.0 ing4leor plan showing . • . • •.-1'• :7: • Entire space:where racks. oce ••. • . . . • . . . • ' • DimenslonOt all aisles :•• . • . ...... • •••••. • Tenant:'•space.t16of: plan showing rack.:storagelayOUI,''aisles.an... . IVOTE:',include.:dimerisidns OliaCics'(haight,.. Width and Iength) aisles and skit ways Ott • .• • • ..:.••.: • ••••".• StrUctut.:at•catcylattonptanitied : • engineer ..(rack atotage:8', and over) . COMMERCIAL TENANT IMPROVMENTs • • :". '••••• .• •••••• • ••• • ..•-•••• ¶' Compteted buliding pormit applicatian (one for oath structure or '...,....,..,:.i..,:.':..:•......,:i..,.;;;..*.,....:.,::.:;.;:::::;::.:....•.,...... .,„ . As0..0,0•SerACCO.tint.Nurri.ber::•;:EM.:•-•.:•....„..,,.. :.::•••..••••:"...T:...Wo........(2)."...::..,..e..s.t:O..:,,.:c ::Str.::Uti...- .,::'':...." ....;0.,...f.— .,0.:, ..... :..,...:S....:.„....,.....,, •....Wh...„, ,•.,..‘l...,c..,...„....h.,,.,.... ..,, ..:.‘:.i, .... .: .. r .. 6...„ lUda tiie0!ari L66"?6.6(49::nt space !.Eii:;::ad:pr proposed p arking:4io.eI .:900icpifi.. , c '..:::::.".:•••• Oyerall.i................................"?„,;::::::•:. ,;. . ;::::Tent . lecatiOnii":1;::!...;",:::'•:•.'•:.-:,. .••....,. ..., .. ... . ....,....: .? Llie.OfeclieCer((Cerritiicir-•040)...toPaPt:::.•,•:::.:. ... ::,•:::::::;;:i....)(•:ii111::i;!TI!6°!::11!''':'•::•?t...!:7"!-:: :•:::•:•:•....,...„..... F104:•0146:-O.f:•popii*:tiiiiant0ii..•.:..;,.....•.„ ,•.....•.....:!•:..:::::..".;:.,....;•,.., • . Tonant space plan with usa at each room Iabelled . Exit doors egress patterris • New walis, existing walt, and walis to be demolished Consctio ..... showing wail n ••••• • : •••• ; 66640 [] St uctural calculations stamped by a ................. .. '''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' ' • • '' 'MIN° • • • d s ) application and plans pleted;b 99!:!tP!••.0.....i::::i0*19ki!re • :'•;ASaraSSOr......Aocoq0;: Number •:••,.• 7 TEq:de' r tif icatipnlatter's,..is:teroii• .. ed prio : o/t • -••• • ••••"" •-• ' i• ' '••••••••••••••• .••••••••• •••••.••••• ' AESIDENTIAL REMODELS :.:•:•:.: Cornpleteicitiulliting permit'apPlication(096 for each structure) •,., • Two (2) sets of working ,,eliiWIngS;::WbiCti..lricllide.:•: : ::;••••••••.: •••••:.. ••.•••••••• • Site plan '•••• • Roof p)an '• Mews Blinding cross sootiori Structural framing plans • raw and • ., k. h**. khk*:h*. kk**• h. k** k*** ,if is. **** k**** k. k* k*k .*`k*rkk*k** * *k******irk* ***'r* CITY OF TUKWILA,:.t+ip -'. •TRAN 8MIT , kk*k****:** kk*. kk.*******k**kk'*• k***.******* ** *k ****.** * *.k *'k *kk.* **. *it ** TRANBMIT`. Numb,er.'.:. :9300069.5 Ampurit:a.: '386':':.'97::46/0•403: 14 :00 per.,init, t4o:, 893,- 0108;;: Type; B -.RACK : 'R CI(;.:3Tt]IRAOk PERMIT: • Patr�re1 Mn t ::352304 -Si 19 Bite Addre,ss..',:18260 SEGAI.E.:PARK 'OR'.0 payment tlethod, CHECK IsIatrztian. :;ENOTNEE.RED BTORA'. Iri'itt: SLB ** k* kkk kk'*k*,***k'* .*k*+';...rit4 **k **** ******k'kk *kkk;* **** ** * *k* *fir,*'** **h. • ' Flecriur►t Code: : `geecr�.ipt.iori', . Pei d 000/322.100'`.; R.UILDI,NG: NONI E 3[32.47: . 000l38C..904 6TATEE: UUILDINO '5URCHARGE . :4. '0`: Total (Th i e . Ray.inent) t "386.97 Total Fees:" Al 1. Payinerzta: 01t1:atnre: GENERA 382.47' GENERA _ 4.50 TOTAL, : 386.97 CHECK 380.9? CHANGE 0.00. 1198A000 15:39. CITY OF TUKWILA Address: 18260 SEGALE PARK DR B Tenant APS, INC. Status: ISSUED Type: B.-RACK : ; Applied 05/06/1993 Parcel #: 352304-9119 Issued: 06/02/1993 * ** * * * * * * * ** * * * * * * * ** k******* **********• k******* * ** ***** *•k**44 * **.k ** * * * * * ** k* Permit Conditions: 1:. No changes will be made qqd the, ;yptlansigtiricl�e "ss approved. by the Architect- and the Tu :�ivl:a -B'u °i Yding Divisio,...y ,w All perinits, ins ec4t- o imrec.ords, ands approved -, aka' s shall be maintained. avaai�a`bPle.at,{5 heob ' site 'k' prior to't`h'e start of any 'con struct;i.on'. T ese•..d' ume:n:tssarse. to a maintal4i., d �. � �t, � � ��� �f� is � ,,.. available u j 11 f�i:natil'r+ i41t ect i on approval 5i s "granted': All conStr t''io td Abe. done ":�irn 'conf'or'mance W100 a' appr'oved', plan,, '- �!,. ,., � �,� ��;� z ��'�, a eguli re. e`Cits of ".the �U i orm: Bu•i lding : Cod 11199!1 ]i 'Editior)) es amended bye the., Wash ngton. State B`U3i ld,irig CodeN,�s� Unifor `151echanic'a1 Code 1 1 Edit1p ) and Washing of Ste* i� Energy 960' 1t 1991k,ASecon'd,- 4.hiWt'i on) ,,, �a ,,, .. Va 11 y4 Permi t. the' ' 1 ssuan,.ce, 'o.f a .'permi t or approval o plan s peo:3, f'ica`tions and com tsteti•ons `sha11 not. bey :co str e t be a fp,ermitl`1for�.ti.or','an ap "rova1 of, any viGol'at on of p o i�h�'e prov i •ion`s•- of • s .d�. vt e te�„�. Cp � :�i cod.e,•�t`4" off,.: any other ordi. Tri�nce. of the Jurisdiction o • m t , r�tesum.i n to �i v7e. a ,ti ty or V,io t,ewr,or oa cell theti1`p5 visions, of this c� :d. ,:0 CSp ,l* ?, sh b'eviva1 id. �' E g i 14 .n7G�t0 en � �.C,•� tf i .t, � y 4 �� '-b t�tL4,",C;m;,. CitAf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor May 20, 1993 Fire Department Review Control #893 -0158 (512) Re: A.P.S., Inc. - 18260 Segale Park Drive B 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)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) 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)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 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)) Citlof Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 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)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) 2. To use any building or portion thereof exceeding 2,500 square feet for the storage of high - piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 4.108(h3)) In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) The critical storage height for high -piled combustible stock in closely packed piles is 15 feet. (UFC 9.110). Storage above 15 feet would necessitate increasing the sprinkler density to extra hazard (UFO 81.105), and adding smoke removal capabilities. (UFC 81.107) City tf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor The storage of idle (un -used) pallets is limited to six feet in height by the Uniform Fire Code. If storage quantity in excess of six feet in height is required, outdoor storage must be utilized. (UFC Standard 81 -1, 4 -4.1) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) 3. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Preven io eureau cc: T.F.D. file ncd ."'.. - , • 4 City of Tukwila 190B FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Control Noi93 — 0/58 / Permit No. AP,5 (1 • Project Nallie LA/ . • .Address C•2,. rc.•, Suite Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction\hotice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: /V t■I 5r2 Authorized Signature Date T.F.D. Form;F.P. 85 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -3670 ro: : / ! ypeo ns. =• • , p v `.. Address: I �:e .:• Sp: • . Instruct ons: K/ ' i Into "ant:.: � 13 p.m. Requester. Phone No.:. 17 S ` / 8 4,'e Approved per applicable COMMENTS: 0—Corracfi required prior to approval, O...00 REINSPECTION FEE REO ED. Pri r to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100: Call to sdule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98186 (206) 431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: t E'Tt 1$ r 12_, P_�R-av13•v %OR-. C o 22 `j'1t c . S. t A rt.c. v4 o(= ( -r1 ,c- .`3 ( ,14 ►3!t S IJ al o ‘>J G (S of S 12- Ac.k -8 ("t Avg..; ..6V 1 WAX' (� �.11,YcNt- - t/ J 1 / rO V 1 Sic .. C `C"� OF 1 T'S C.c;,r t P t. CE TI b r1 F-2►11. rJ A-L A P Pi-t& w►!rte.-- to-t 071■ m Pfle9 (it ''NP u r. tom- .Sa,LA C, S iW 6�v r t C- r� TM rS 0 $30A0 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter BIvd., Suite 100. Call to schedule reinspection. Address g J� 4___ p" Dale Called: ,..7 -,5' 9, ; ,/i;1 Special Instructions: 4 e Date Wanted: '' am: p,m. Requester: .44/S PllOrle i�o,c 7Jr ' � Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: t E'Tt 1$ r 12_, P_�R-av13•v %OR-. C o 22 `j'1t c . S. t A rt.c. v4 o(= ( -r1 ,c- .`3 ( ,14 ►3!t S IJ al o ‘>J G (S of S 12- Ac.k -8 ("t Avg..; ..6V 1 WAX' (� �.11,YcNt- - t/ J 1 / rO V 1 Sic .. C `C"� OF 1 T'S C.c;,r t P t. CE TI b r1 F-2►11. rJ A-L A P Pi-t& w►!rte.-- to-t 071■ m Pfle9 (it ''NP u r. tom- .Sa,LA C, S iW 6�v r t C- r� TM rS 0 $30A0 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter BIvd., Suite 100. Call to schedule reinspection. o. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670- ro , ..4 -_s n� ype o nspect . n: c ec.. Address: Dade Called: Special instructions: 4 • 61 • . Date Wanted: �/- cv 5, 3 ram p.m. Requester: z,w. Phone No.: S Approved per applicable codes. COMMENTS: ' O Corrections required prior to approval. 19E PA -r.0 r rz-a cfLS csr,1 tr' o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at . 6300 Southcenter Blvd:; Suite 100:' Call to schedule refnspection. 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1393 - 0/a PER (206) 431-3670 r0 0C1T17775 ',tic ype o s : .e.vey4 it tiltesAo fig The 8 pato ?...._ / -- Speanstructions: If 1,6 ■AN-nl..■ CRMAJNIteAr Date Want Requester: Cr-A I DUA14,4 0 Approved per applicable codes. gg Corrections required prior to approval. COMMENTS: d L l- 19 A ti-OL.4. 01, C4Lo. ■Nt S 6 n) N7Z-Z.Z4 t•JC41; • )4 a 3 0(4 12j JI t)I■vknt-- C4Filth1/4(44- Aa-cl- fiEtu,%4,---'s fi ILE" OPr. ica p tt-o v p ai 6vt- -rf.5 14 ti-(Ass-r 'Leii8 A P ii-autr-V Tta C-t itOE 4t.) T. A e • ;• ip $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call.to schedule reinspection. iNSPECTgON RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 :` Project: p\ R5 R5 Type of Inspection: Gtr i A ( RacK l • Address: � VO ° 5P � ei\ ax B Date Called: b _ q 3 I Special Instructions: Ai- ` c - bike ° Rich Y11UltQY or 5 br�\abUlaS �nn515— ■ V� t g Date Wanted: 7.� p.m:: Requester. —7--ti� ,�j � p�,,,,,,,,,I,, Pt ona No.: /1.J/j' ^� fY1 n1 !/'^�'y//'�) to 1 /] '� W t/ 1 o . . ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: eel At!), 4WA ..ter_ N - E l or. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at, 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. A CBTY OF TUKW LA RACK STORAGE D MENSgoKIS. LINEAR .FEET X HEIGHT TOTAL / X iA(/ ?.5 7,2 .s8o 'JOB • UNIT DESIGNER /24'' r)ATE $4`I-/3 l 5 l .ei.) 1104;13A U & ASS13 C$ATES Coii,uclo Svucfs et Engin/Hrrt_ B00007 NO. JOB 040 'Z�rs"12� SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT 10 SE REPRODUCED. 31 -di 3 G 11 r3' (caz 1 c16n) C f L . 'r • P. 5: slo& ;, L 1;11 A rap) eP I -6 iAt' r 7/6"A &1X F 1, I,i,( 2 " *64 X 3" E N'1 t3 '12.71-4 W ED6 Ca At4c N ()MS EcTtol■I rG P oov "Eo '° \gg3 v,1 RECEIVED CITY REC OP TUKWILA MAY 6 1993 PERMIT CENTER 540- 01 611 1241 g IRR.NBAt M r& A O.CIATES Cof.INdani Stneswai !'riginriNt DESIGNER DG Smarr Na. 20126 vas NO. a11aflATURF'11 VALID ONLY ON' PRINT. A a1DN[D COPY ill NOT TO aE REPRODUCED. J011 EUG.EN " D. BIRNBAUM & A OCIATE5 : »«, NO 98 Conwhinp Structure) Engina.ry '.101'{,�'i �f� CC.. Jost No is rC UNIT DESIGNER ►7AIE SIGNATURE IB VALID ONLY ON PRINT. A sooNe 3 COPY 1S NOT TO SE REPRODUCED. EUGENi. D. BIRNBAUM & Canmuifinp Structiural Enpine■rt Jop S O C I A T E S SWEET SIO, Jae No 7C11Z6 UNlt DESIGNER DATE S "Z" '�..� SIGNATURE .19 VALID ONLY ON PRINT. A 9113NE0 COPY 19 NOT TO E1E REPRODUCED. 13�t409 4 2..x' EUGENE D. BIRNB:AUM & A OCIATES eo suihinp StruNwai EnginOOrt. - acin .,.. sIGilATUNE.I$,VAUD •HECY - M --- -- Jo. No 20/id ONLY 014. PRINT. A BIONE0, :COPY 19 ,WOT TO BE REPRODUCED: ii; 14,0 :EN Q. �I NBAUM &. ATE S Contvhinp -Snvdvrot'Fnpino,t JO UNIT. �OESIGNE R L..r+.i. [1ATE�N4 liwtsr No 6 Jar'No 20/7-6 110.1N■TURE 11 VALID ONLY ON PRINT. A 81©NED COPY 18 NOT TO BE.: REPRODUCED. 1,170o poi 3IZ /1J g, (13es0 4 ltc) 2U� or KIS ( )x ,11 964 3 5,1; S Is .p" M • EX1.7. 1Zi7 =41" ZI OI, Pont HtH -11.114( S4aEi.v f NG _ E:l1VEL•PE. B 4 CS1 cne s twmv. .e _ • T E N A wr OPFtCES j OVERW O po ©R ('NQ - 8 1)1_CEs Yuma EX TT - PA ►N'T • -Room � -► 10 0 �M I PALLET RACK - SEE cER,1-1 %1CA 'T 1oA1 Alf.1 (CoD1SPOT1 *93-039) ENHAVsST RACK- SEE CESZT1VictN -InOW *I72 (B RNB u l 4 20726 i41G1�{ -B SHELVING -SEE cxcermcfsT N lit 3 (RACK 51GN lEtiG62. RD -639) BMX STOR,AC-aE SNELYIAIC., (ay OT H E R.S) tJ0ri. m KI E -At %•Ma 1 1 1 1 L 1 r 0 w 1 1 • 1 r--- 1 t 1 i 1 1 1 r 1 N p►N. 6 RP11 L .1(C R q \ • i• W104 RAIL �TFi4ZU1 _BOLT -01'10 % 3 Ye L ._ larNy FLLDED -cuLSC tTYRY- 3 "k..TD (2. 3%5 Gt it (r€ P) /'///////////// t_t_1_t_ -E-TA, RECT M A14tI .P• (SEE. FLO- 439, 5µ.2) OP -0°3 c \1 Rod _ vat 2 5.1°93 • ex)\ air RECEIVEO • dtr OF:TUKWILA. MAY 6 9993 PeRMrr CENTER (,NWR:ip;A:..2‘C;,.R1ioM ` LEv E A= �TFi4ZU1 _BOLT -01'10 % 3 Ye L ._ larNy FLLDED -cuLSC tTYRY- 3 "k..TD (2. 3%5 Gt it (r€ P) /'///////////// t_t_1_t_ -E-TA, RECT M A14tI .P• (SEE. FLO- 439, 5µ.2) OP -0°3 c \1 Rod _ vat 2 5.1°93 • ex)\ air RECEIVEO • dtr OF:TUKWILA. MAY 6 9993 PeRMrr CENTER (,NWR:ip;A:..2‘C;,.R1ioM ` LEv E ROOF 'UEc,1<.1Ng DN1b■ PERMIT CENTER 2t1= LEVEL. SHEET ;Design Criteria- ..:. ... .' :::: .`:':.'. .... • .. •..1 Anchor Bolt Design Selection Tables Base Plate / Footing Design (Typical) Column Anchor and Base Detail • The following calculations have been prepared to conform with the design requirements of the 1991 Uniform Building Code 'Standards (Sec 27.11 • • Steel Storage Rucks) for structure overturning stability only, No other aspect of this design has been reviewed by this office and no opinion Is implied or expressed regeirding the fitness of the design • beyond the soope of the calculations herein. • RECEIVED. CITY.OF •TUKWILA' MAY. 61993 PERMIT. CENTER KIRKLAND,'WASHINGTON 88083.2455 • FAX (206) 827 -0428 CODISPOTI COMPANY CONSULTING Post Office'Box 2455 Kirkland, WA 98085 -2455 Phone: (206) 488 -6006 A.1. S • .yiVo . , A- 04. ...1013 NO . P3 -o 3? SHEET NO. / /,� OF E3Y I /I ` G DATE f1 x /93 CHECKED DATE RACK SHELF ANCHORAGE pCOPE:, Select seismic overturning (uplift) and shear anchorage requirements for a three shelf pallet rack for the governing design loads. Refer to the following sheets for the rack dimensional geometry. CODES: 1991 Uniform Building Code Standards, Section 27 -11 "Steel Storage Racks" 1991 Uniform Building Code LOADS: Vertical Loading: . Max shelf loads per sketch on following sheets and per Engineered Storage Products, Seattle, WA. Maximum load to be posted per UBC Std 27.1101(e). Assume a rack self weight of one hundred (100#) at each shelf level. lforizontal Loading: Seismic loading: Zone 3; I =1.0; C =2.75; Rw =6; V = (ZIC /Rw) W = [(0.30)(1.0)(2.75)/6) W = (0.138) W where W is the gross dead plus shelf load pESIGN PROCEDURE AND ASSUMPTIONS: Transverse direction governs, by inspection Redistribute seismic load vertically per 27.1107(e)2. Design for a (1.5) factor of safety for overturning Resisting moment = (1.5) O.T.M. Total weights in determining overturning moments act at (1.15) times the shelf C.G. height Loading Cases: Check overturning for condition with all shelves fully loaded. Incrementally remove live load at lowest loaded shelf to determine maximum design uplift and shear forces CODISPOTI )MPANY CONSULTING Post OFflce Box 2455 Kirkland, WA . 88083 -2455 Phone: (206) 488 -6006 w ioB A.P.S. !G . C� Joe No. 93-031 Sf ET O. Z Or BY //1/46r6 DATE 4/24/93 C €t .KED DATE RA G/( 6R-o /g. ,' CODISPOTI CLPANY CONSULTING Post Office Box 2455 Kirkland, VGA 96083 -2455 Phone= (206) 488 -6006 /Ps .ivJ. Vr4- HO 93- c) SHEET O. . OF 6 P4 BY __Al G PATE 4/24193 CrNEGKED PATE RACK OVERTURNING CALCULATIONS LOAD CASE #2 (Governing uplift condition) Total Base Shear ■ 869 i Base Dimension (ft) ■ 3.67 LEVEL LEVEL LOAD (Wx - #f) LEVEL HEIGHT (Hx - Ft) Wx Hx (Ft -#) Fx (#) O.T.M. (Ft -#f) 3 3100.0 12.0 37,200 518.3 7,152 2 3100.0. 8.0 24,800 345.5 3,179 1 100.0 4.0 400 5.6 26 34,400 62,400 869.4 10,357 Required resisting moment ■ 15536 rt -i Actual resisting moment ■ 11550 Ft-4 Resisting moment required from anchorage ■ 3986 Ft--i Uplift force, each Ieg = 543.5 itt Shear force, each Ieg = 217.4 LOAD CASE •1 (GovarNng Dhow condition) Total Aa.a Shear - 1421 4 1M.. DL aa.loa (ft) • 3.47 LEVEL LEVEL LOAD (Wx •0) LEVEL HEIGHT (Ha-F4 Wx Hz f14) Fx (0) O.T.M. (44) 3 3100.0 12.0 37,300 474.4 0,307 3 3100.0 0.0 34,000 445.6 4,117 1 4100.0 4.0 16,400 207.3 1,366 34,400 70,400 1431.4 14,013 0.quLs.d s..latlag sa.aat - 32217 tt -1 Actual saalatlag roaaat - 10403 Pt -1 {u.latlag roraat s.gulr.4 !tom aacharaga - 3334 Pt -4 Up(m Soros, each Ieg • 454.0 0 Shear Toros. eacri 1p • 7166.4 LOAD CASE 03 Total I.a. 'Max • 405 0 Mao Dlaaaaloe (ft) - 3.47 LEVEL LEVEL LOAD (Wa - 0) LEVEL HEIGHT tix • FQ WxHz (FI4) Fx (0) O.T.M. (F44) 6,000' 3 3100.0 13.0 37,200 441.2 2 100.0 0.0 000 0.0 07 1 100.0 4.0 400 4.7 23 34,400 455.4 0,107 Acquired swlatlag ameaat - 0106 Pt -4 Actual r alatiag r.raat • 6000 ti-1 AsialatLag moan t•oulra4 Uplift bra, each hp • 443.6 0 thew broo, each 99 • 113 .9 from aachorag. - 3246 Ft -, CODISPOTI COI°ANY CONSULTING Post Of M.-: Box 2455 KIrkIond, WA 88083 -2455 Phone: (20(2) 488 -6006 ,oe it-0164C 91 ¢ 0, 6 At 4c DATE 11?-°% SHEET ND ST GHEGKED DATE RACK ANCHORAGE: For governing uplift case #2 NO SPECIAL INSPECTION REQUIRED f'c = 4000 psi at 6" unreinforced concrete slab per Segale Business Park Use single anchor bolt at base plate. Anchor design loads: Tension = 544 (pounds) Shear = 217 Manufacturer and Model ICBO R.t i Anchor Capacity (lbe) Sheer Stress Ratio Size (Dia) X Embedment Tension BI Bilti Kwik Bolt 2156 690 1 2080 0.89 1/2" x 2 -1/4" Star Steel Anchor 2239 785 1 2430 0.78 5/8" x 2 -3/8" Parabolt 2350 575 1 1840 1.06 1/2" x 2 -1/4" Thunderbolt 2713 700 1 1770 0.90 3/8" x 3" USE Diamond Su -R -Stud • 3219 785 1 1630 0.83 1/2 x 2 -7/8" RACK ANCHORAGE: For governing shear case #1 NO SPECIAL INSPECTION REQUIRED Anchor design loads: Tension = 455 (pounds) Shear = 355 Manufacturer and Model ICHO Rpt f Anchor Capacity (lbe) Stress Ratio Size (Dia) X Embedment Tension SI Shear Bilti Kwik Bolt 2156 690 1 2080 0.83 1/2" x 2 -1/4" Star Steel Anchor 2239 785 1 2430 0.73 5/8" x 2 -3/8" Parabolt 2350 575 1 1840 0.98 1/2" x 2 -1/4" Thunderbolt 2713 700 1 1770 0.85 3/8" x 3" USE Diamond s p-RR :Stud • 3219 785 1 1630 0.80 1/2" x 2 -7/8" SI refers to special inspection requirements for tension capacity listed. • Anchor capacities based upon f'c ■ 3500 psi. CODISPOTI tOMPANY CONSULTING., Poet orrice Sox 2455 • Kirkland; WA 98083 -2455 Phone: (206) 488 -6006 ;xs�.% 5 • tav /A- t--f< Xe110. 9 .7-a3q SEE? No. 5 of 6 Err 04-4 DATE 41"/f3 DECXED DATE ,BASE ,e) .16N' MN( /yin UM V 12.77c- - Gob olN f AL- Lo o(rv6 eoi-5€ iit`/ 604.4i4 + NS • ,341 X / / # '•C „ 1-5 5a oo 105P A r-c.o ) A Q EA? SC6 ASE i3vsm/Es5 10p12- 6' Co N,Gke r : 51,9-,¢ w 17H Nom (N'- R- o_iNP *6 e (N r;o zz.e r 17,0 o r/ (t- SeG - ,B vswE$S 14 -R-4> Alkx(M&'4i LOA-17 /a. $14 7D7 - c/`ti+ - /4,6 FT. e 044,0 Ss /on' Ooc -am Air • G 3 ,� • z ¢• -y 2 575- ¢- 29I - -590 # (z% � r'a,J 401 5ro (2500, (/. 3 3) 6 SO(3 M .ZN -,4-- �2 3(z4/ x 5" ASe fL , 4.5' Lo M) A /5Yt i£a77ov %ThW 61' 5�t A- [23.s" # g.cS16 0) t ( v) (Is z- 26 f /qy y-5Y0 ra- J 14 2 1 (9/•15 ') ev7) (/ 3 3> O. 7/ a.;, 3 2 x Ps/ CODISPOTI Ct 1PANY CONSULTING Post Office Box 2455 Kirkland, WA 88083 -2455 Phone: (2O6) 488 -6006 4.p5. • 'A �J -0 3 J05 NO. / SHEET MD. Q OF BY DATE 1 20/93 DATE (-IYP) — - PLAN SECTION "C" III x 3 RACK FRAME UPRIGHT EXPANSION ANCHOR PER SELECTION TABLE BELOW (OR APPROVED ALTERNATE) Y x x O' -5" STEEL BASE f'. (MINIMUM) SHOP WELDED TO FRAME UPRIGHT (TYP) RACK FRAME UPRIGHT (TYP) EXPANSION ANCHOR PER TABLE BELOW (TYP) 6" CONCRETE SLAB (VERIFY) 111,H II Fil=in-T-11-1 Ti-- ELEVATION Manufacturer and Model IC80 Apt 0. Size (Dia) X Embedment Hilti Kwik Bolt 2156. 1/2" x 2 -1/4" Star Steel Anchor 2239 • 5/8" x 2 -3/8" Parabolt 2350 1/2" x 2 -1/4" Thunderbolt 2713 3/8" x 3" USE Diamond Su• -R -Stud 3219 1 2" x'2 -7 8" BY C9, QMA DATE 4„..3.v. SUBJECT •i OK DESIGN < ENGINEICRIN 1O. 3786 La Crescenta Ave., Suite 204 Glendale, Ca 91208 (818) 957-2980 SHEET NO. JOB NO. r1 431 FILE COPY (►- ...- .��r.- , :;,- ;..,..r,.�ls are P11,1 S r. �.'y•.I �! lil oi an, of � � � ,r_�,�•c ' ,,. F COh. SE /5/4 C /3iv1 ys /J o, 62 R56,7 ' STaRA-C'0 sHrcvliv4 k. s ysT 71 : o,e- "fps , INC. „ , cl c I< w I t-L A , 1,^1 4 PLC/Z. t/ C . Sr Jo,!, r)j 27— II SEISMt[. AIS.'514e1 LoA.6 1'5,7 � / S#44rL F 4_6N 6.7 4- GA7 '4A1./ ., , 190 PSF RECEIVED CITY OF TUKWILA MAY 6 1993. PERMIT CENTER BY DATE. ' 3 SUBJECT A ?S RACK DESIGN & ENGINEERI CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL: (818) 957 -2980 FAX: (818) 957 -8603 TUGkwtLLA , wAc SHEET NO. JOB NO. R D G 3 ,} /s /5' 35 1 a /5" 1 24. 2.4 15 24ti 2.41. L Z RsC.i 51-161... Vir 4 !aa" (Do" , NO ER,sod .004" BY DATE SUBJECT G .0• RACK DESIGN & ENGINEER*: CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL: (818) 957 -2980 FAX: (818) 957 -8603 SHEET NO 3 JOB NO. R►.o Ca Ct It s z Rec -r smet v,NA I.S .sHLrLF LlrvOLS Loi D Ptrik Lvr1 el V r- 7 1 C w I� w v. w 1/q. Ft-00(i o i3ACt. Sg iV44 x . 393 Z ''`c,7 Ca c chAi I JOS 1.43 scorn ke s 2 (. r_ y .11 s (� s 95" x 150 _I_ ( 'x �' AlJLdS %7O itl$1)+ 10 50 '4 sNaie !1/14 G4i1wALK L04 . o9 w14. Z s • 3 2,9 E C.21 M X 1 ?w : & Moo. Go 1 ws s�$ - s 3q3 2. 4 LoNair. g�)ti1gG • 105 Ty: 05I . 1.1' Sy ..s '111 rx = ' 1 r y s • 41 3(a Ks� G3 �a 11.11 ksr 1'A s 17.14ic •3s 5 3 6.1. 1C1 x77_5- ,6 SIReS BY DATE. SUBJECT 6).o. ar RACK DESIGN & ENGINEERIt CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL: (818) 957-2980 FAX: (818) 957-8603 SHEET NO. JOB NO. go e 6 2 fac.1 SHELVING SEAMS 8 Tyee 58 1 11' Si •^1 ryP6 1-1 CA ry.T3G14" ,104, •LO 20 12 cod) PAccry by s REIS- • I 7. A. a coo " 14,14. t1ck 2.)b: •bo Gatwi sitycz." Co cry SHLILF II to C H 0 CA1L4AL/4. 13(94415 z 1-5?) s)( loso M )•05. g 110 s. 6 ft s 4,1 '11 BY DATE 6 SUBJECT RACK DESIGN & ENGINEERIC co. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL: (818) 957 -2980 FAX (818) 957 -8603 SHEET NO. JOB NO. ►� P 6' 3 9 MQ Goaa TI.tiCle X rRA SVLSR5is y451 N1 iG M D7 a 14 Nft LON � 8.s 4 ,� 3 Cr G � �C � Q K Z n� s7'q,� cis ?C j� 33 r 11wera NoL6J o q x t Cot.. >` « r+ cH $ 1 A. x 5 4,4 k *393 K. 24 a 9.4 L,' L. u 7 ooS '/4 : 4NC4f+t P6,4 /3 4,1E LOAt TV Coufr ' 1.4 Trke.0.44 vSRStS A, Rd tr,*,J 1106 + 21 By CD•d DATE. -••0 SUBJECT RACK DESIGN & ENGINEERI C CO. 3786 LA CRESCBNTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL: (818) 957 -2980 FAX: (818) 957 -8603 SHEET NO. JOB NO. (o R04'3/ M Ant R A C14 BAR rs ats Loma ZZ. ay Cp 0 DATE. SUBJECT RACK DESIGN :& ENGINEER111 CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL: (818) 957-2980 FAX: (818) 957-8603 SHEET NO. JOB NO. 031 AN DERSIS-Ni Rau. P1.016S acro 1440 Pck Cot.. 3g25- 4/ !Ilia. 1). CI 1 ft. Vr: zi 12v, 120 v•-o_ Y"-• .7 0 4:14n ev 4 U DATE. 4-1. -41 SUBJECT RACK DESIGN & ENGINEERI ' CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL: (818) 957 -2980 FAX: (818) 957 -8603 SHEET No. JOB No.. RD 6114 BY 6.0% DATE ....':.ad-et • SUBJECT t\CK DE S16 & ENGINEIDRIN( O. 3786 LA CIuuCsomN'rA Avio., SUITIO 206 G•r.mNDAIM. OA 9.1208 SHEET NO. DESIGN NO... opt JOB NO. ro C NO" U< SLAL 190-0 2 vrrry psi 1,3 e3 8 3►! Sorg. Pray PSF fr\ SEA L E B USI sIESS F' A ROt May 14, 1993 Mr. Ken Nelson CITY OF TUKWILA Building Department 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188. Re: APS Rack Storage 18260 Segale Park Drive B Dear Ken: Segale Business Park Building #763 in which APS, Inc., will be located was constructed as an "unlimited" building. It has automatic sprinkler protection throughout and is surrounded by 60 feet of yards or public ways. Very truly yours, SEGALE BUSINESS PARK. Steve Nelson su sbpltrs \nelson.ltr cc: Don Robinson, Engineered Storage Products.. FIEE( :.i MAY 1 7 1993 COMcif UNRTY� DEVELOPMENT PO. BOX 88050 .4 TELEPHONE (206) 575.3200. • : FAX: (206) 575.3207 • TUKWILA, WASHINGTON 98138 cJA......Rob%hsah City of Tukwila FROM:,`- €X\_.. IN1 5: e1" .................... DATE: .�.. /il' /53 PAGES-INCLUDING , FAX 0:.ti t- -jko.. ...... PHONE 0: !'i __ 3(Z.0 .. ` John W Rants, Mayor Department of Community Development May 324, 1993 Donald Robinson Engineered Storage Products 1033 - 6th Ave. So. Seattle, WA 98188 RE: APS Inc. Rack Storage permit application Plan check number B93 -0158 Dear Mr. Robinson: Rick Beeler, Director After an initial review of the subject project it has been determined the proposed rack system upper floor area is approximately 13,000 square feet and would be considered a second floor in this building. To make the determination if the additional floor area will fit that allowed by the Uniform. Building Code, we will require a complete building analysis for the existing structure. Please confirm you have received these comments by contacting this office and /or submit revisions within ten working days. Feel free to call me if there are any questions, 8:30 a.m. to 4:30 p.m. at 431-3670. Sincerely, AAA Ken Nelsen Plans Examiner 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington.` 8188 (20 J'431.3b70 Fax goo) 431.3665 DONALD.ROBINSON `1033 6TH AVENUE SOUTH SEATTLE, WA 98134 Dear Permit Holder: Our records indicate that on Jan 18, 1994 one hundred and eighty: days will have passed with no inspections having been called for under. Tukwila Building Permit Number AB93 0158':'. °Unless you call for an inspection, or obtain a written extension from the Tukwila. Building Official prior to that date, your above referenced permit will become null and void on Jan 18, 1994. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431 - 3670. Denise :Millard Permit Coordinator Department of'_Community Development CITY OF TUKWILA Id: ACTP125 Keyword: UACT Activity Table Processing Permit No: B93 -0158 Status: PENDING Base Inform Parcel No Owner Validated By Status Act /Inactive Nature of Wk ation : 352304 -9119 : SEGALE MARIO : SLB : PENDING : A : INSTALL HIGH Location: Zoning: Edition: 1991 Storage Dimensions UBC Rack A User: 1677 05/18/93 RACK STORAGE PERMIT Tenant: APS, INC. Address: 18260 SEGALE PARK DR B Type: B -RACK Vers: 9101 Screen: 01 Applied: Completed: BAY SHELVING - Linear Feet 631 288 1635 Plan Ck Approved: 5/ 6/1993 Issued: / / To Expire: AND PALLET RACK. Valuation: 200,000.00 x Height 12.0 10.0 17.0 .0 .0 .0 F7= Update, F2= Previous Line, ESC= Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT Activity document routing maintenance. Permit No: B93 -0158 Totals 7,572 2,880 27,795 User: 1677 05/18/93 RACK STORAGE PERMIT 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 Ap Cont. 05/10/93 05/14/93 05/18/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[LETTER 5/14/93, 2[ 3[THE CATWALKS PROPOSED WITH THIS RACK STORAGE ADD AN'ADDIT- 4[IONAL 13,000 SQ.FT. OF 2ND FLOOR. UNLIMITED BULDING O.K., 5[SEE LETTER IN FILE. EXITS,O.K.. ] ] ] 6[ 7[FIRE - PLEASE REVIEW AND COMMENT. 8[ 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC -Exit current screen. • P15 15 r-T57t- 15 - [24 15 15 H 1 _.- 1 24 I --- .. .- 1 [ — ,. ___ 24 [24 1 H 1 _.- 24 24 I --- 24 --- 24 ---- ,. 24 — 24 L24 1 H 1 .- 24 24 I E- IR 1 24 --- ----- ---- ,. ___ 24 - 1 8 L24 1 H 1 .- 24 - 24 I E- IR 1 24 --- ----- ---- .- L24 1 H 1 -I 15 15 15 15 [15 L L. 15 L-15 -1--- L 15 1 20' -7 1/2" 15 15 LEGEND 1,11 TUNNEL SHELVING H STATIONARY SHELVING L 15 I 15 [ 15 H [ 15j 24 24 24 24 24 24 F r15 15 15 L15- 15 15 E Thd [ QTY DESCRIPTION .- 15 24 I E- IR 1 [ 15 C .- 15 - 1 8 1 - 300 - 117 -- 50 [ QTY DESCRIPTION 4 .... 15 24 I E- IR 1 [ 15 C 2 ------1. - 1 1 15-f 1 T 4.- 1 L_15 15 F15 15 4- 15 I 15 fl 1 15 L 15 f f -1 [ 15 I 15 J 24 24 24 24 2 24 24 24 24. 4 so- a.— -I 2' - 11" .1- 1 .-- I — ----1' --A 2'-11" pift- -f- 1 : 1 A 5,-0 1/2" 5' 2' -1 1" 1 - 4 224. It-- 2' -11" 2' -11" QTY DESCRIPTION - 27 24 I E- IR 1 I- 1 - 300 - 117 - 27 C 2 1 - 300 - 117 - 19 1 15-f 1 T 4.- 1 L_15 15 F15 15 4- 15 I 15 fl 1 15 L 15 f f -1 [ 15 I 15 J 24 24 24 24 2 24 24 24 24. 4 so- a.— -I 2' - 11" .1- 1 .-- I — ----1' --A 2'-11" pift- -f- 1 : 1 A 5,-0 1/2" 5' 2' -1 1" 1 - 4 224. It-- 2' -11" 2' -11" 24- L 2'- 11" --7 r 24 .- 24 __sm. ___.i. 2'-11" [ 1- 2. 24 — --a.... -T H [ 24 J - 1 QTY DESCRIPTION - 27 24 I 4_ I- 1 - 300 - 117 - 27 C 2 1 - 300 - 117 - 19 D 8 1 - 300 - 117 -- 50 2'- 11" --7 r 24 .- 24 __sm. ___.i. 2'-11" [ 1- 2. 24 — --a.... -T H [ 24 J - 1 QTY DESCRIPTION Hi- 27 I - 300 - 117 - 48 4_ 2 1 - 300 - 117 - 27 C 2 1 - 300 - 117 - 19 D 8 1 - 300 - 117 -- 50 E 30 1 - 300 - 117 - 32 F 3 2'-11" [ 1- 2. 24 — --a.... -T H [ 24 J - 1 QTY DESCRIPTION Hi- 27 I - 300 - 117 - 48 4_ 2 1 - 300 - 117 - 27 C 2 1 - 300 - 117 - 19 D 8 1 - 300 - 117 -- 50 E -T H [ 24 J - 1 PT 2'-11" 65'-7 7/8" 27' -11" 10'-6" F- -N 15 I 1--- 1 1— J 2'-11" 15 15 F15 15 4 2'-11" 2' -11" 1?) 15 d ▪ 15 1— L 1R [- 1. 15 15 2'-11" 2'-11" 1 [ • 2'-)l" 'r -11" 2'- 11" 15 15 I L 15 [ -1 ET-5--T- UP 1 I J. 51'-9 1/8" PALLET RACK FLOOR SUPPORT BEAMS LABEL QTY DESCRIPTION Hi- 27 I - 300 - 117 - 48 4_ 2 1 - 300 - 117 - 27 C 2 PT 2'-11" 65'-7 7/8" 27' -11" 10'-6" F- -N 15 I 1--- 1 1— J 2'-11" 15 15 F15 15 4 2'-11" 2' -11" 1?) 15 d ▪ 15 1— L 1R [- 1. 15 15 2'-11" 2'-11" 1 [ • 2'-)l" 'r -11" 2'- 11" 15 15 I L 15 [ -1 ET-5--T- UP 1 I J. 51'-9 1/8" PALLET RACK FLOOR SUPPORT BEAMS LABEL QTY DESCRIPTION A 27 I - 300 - 117 - 48 6 2 1 - 300 - 117 - 27 C 2 1 - 300 - 117 - 19 D 8 1 - 300 - 117 -- 50 E 30 1 - 300 - 117 - 32 F 3 1 - 300 - 117 - 16 G 8 1 - 300 - 117 - 44 H 15 1 - 6024 - 106 I 54 I - 4524 - 120 J 3 I - 6522 - 106 K 6 I - 6522 -- 120 L 6 I - 6022 - 120 M 9 CWB 3024 - 60 N 6 CWB 6024 -- 120 0 9 I/CWB 3024 - 57 j SHELVING FLOOR S!.;PPORT BEAMS LABEL 01Y DLSCRIPTION 1 12 CDHD 44 3A3" 2 1 21 CDHD 60" 3 311 CI-1D 4 6 CIO 24" 5 15 CDHD 50 7/8" 6 100 MDHD 60" UP UP L •-1 11114111•MINNIPMMONINNNISMONNIMIX. II A A H A 11 H A H H A A A H A H H A. A H H H A K -1 A A H H J 11E I I f t lEi I -T ] _ 1 L 1 1 1 A A H A 11 H A H H A A A H A H H A. A H H H A K -1 A A H H J 11E I I f t lEi I T 1 E E: 0 D D D D L A E1 1 L t -T ] _ 1 L 1 T 1 E E: 0 D D D D L A E1 1 L t L --L E - -T ] Li L 1 1 1 L --L E - -T ] Li 1 ] 1 -T ] Li 1 ] 1 1_ ] Li A K I I I- _.__I K 1 L A A A A A I- 0 F IL 1 1 1 ilF F IL J L____ . 1 1 1 1 1 . 1 I 1 I 10 E r I FjJ 1 tip 0 I I 0 A E f _11E A K A .1 E I E b '±±L A LP 1 0 Ell- 1 E I _J E FM , M , -7- 2) CDHD 60" TYP. — 3) JI - 3) CHD 35" TYP. 1 [I 1 CHD 35" TYP. G K 1. 0 E1L 1 1 1 i 1 r I 1 1 1 [ FTP J • E1F E 1- FjJ 1 G K 1. 0 E1L 1 1 1 i 1 r I 1 1 1 [ FTP J • E1F E F F 1-N N I L - PALLET _RACK & FLOOR_: SUPpQRTJ3Etk1vLoyQuT FOR: APS, INC., RACK DESIGN & ENGINEERING CO. 3786,La Crescenta Ave. Sulte 204 THIS DRAWING IS SIGNED FOR STRUCTURAL Glendale, CA 91208 ENGINEERING OF STORAGE RACKS ONLYj'o o & 3c? . OP 2. 5 "A , . • , ,• • DESCRIPTION .....1100102,141.101010•MONINNAKIIIVM iwilititiiii ilutittritlirtl 111111 imp+Friti 1 ,i 1 11.1 plil 1 1111 , tl • 11 tit' 111 11 1 11, •14,141 1 ri3 4 5 6 7 ....._ P._ ._ , 1 , Notk: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 to tmS INCH 1 2 06 6Z ee LZ 9Z se ..2e 'ea ez LZ OZ Ll • •••, . ,,•. • , , SCALE: 1/8" = 1' DATE: APR 26/93 BY: RK/djd CHK: 1- 1 1 F F 1-N N I L - PALLET _RACK & FLOOR_: SUPpQRTJ3Etk1vLoyQuT FOR: APS, INC., RACK DESIGN & ENGINEERING CO. 3786,La Crescenta Ave. Sulte 204 THIS DRAWING IS SIGNED FOR STRUCTURAL Glendale, CA 91208 ENGINEERING OF STORAGE RACKS ONLYj'o o & 3c? . OP 2. 5 "A , . • , ,• • DESCRIPTION .....1100102,141.101010•MONINNAKIIIVM iwilititiiii ilutittritlirtl 111111 imp+Friti 1 ,i 1 11.1 plil 1 1111 , tl • 11 tit' 111 11 1 11, •14,141 1 ri3 4 5 6 7 ....._ P._ ._ , 1 , Notk: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 to tmS INCH 1 2 06 6Z ee LZ 9Z se ..2e 'ea ez LZ OZ Ll • •••, . ,,•. • , , SCALE: 1/8" = 1' DATE: APR 26/93 BY: RK/djd CHK: ^ I-- 6) MDHD 60" TYP. 3) CHD 35" IYP. 3) CHD 35" TYP. 3) CHD 35" TYP. -- 3) CHD 35" TYP. • - 3) CHD 35" TYP. ▪ - 3) CHD 35" TYP. —3 3) CHD 35" 1YP. 3) CHD 35" TYP. CHD 35" TYP. — CHD 35" TYP. - CHD 35" TYP. 3) CHD 35" TYP. ---- 3) CHD 35" TYP. (t) ----- 4) CHD 24" IYP. UP RECEIVED CITY OF TUKWILA -- 5) CND 50 7/8" TYP. MAY 6 1993 PERMIT CENTER • E-Z-RECT MANUFACTURING LTD. 94 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA SHELVING LAYOUT C/W PALLET RACK & SHELVING FLOOR SUPPORT BEAM LAYOUT FOR APS. INC., TUKWILLA, WA DWGNO: —034-00 SHEET: 1 OF 414,1,11111!11111111111111111111111111111 111111 9 10 11 MAD"E"'" 12. gl GI 171 CL ZI IA 01, 6 8 L. , 9 Ildialtijillgild111.11111111)1111111 11,j11,01T1111111,111 lt,111.111111111 . • . 1 ] ^ I-- 6) MDHD 60" TYP. 3) CHD 35" IYP. 3) CHD 35" TYP. 3) CHD 35" TYP. -- 3) CHD 35" TYP. • - 3) CHD 35" TYP. ▪ - 3) CHD 35" TYP. —3 3) CHD 35" 1YP. 3) CHD 35" TYP. CHD 35" TYP. — CHD 35" TYP. - CHD 35" TYP. 3) CHD 35" TYP. ---- 3) CHD 35" TYP. (t) ----- 4) CHD 24" IYP. UP RECEIVED CITY OF TUKWILA -- 5) CND 50 7/8" TYP. MAY 6 1993 PERMIT CENTER • E-Z-RECT MANUFACTURING LTD. 94 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA SHELVING LAYOUT C/W PALLET RACK & SHELVING FLOOR SUPPORT BEAM LAYOUT FOR APS. INC., TUKWILLA, WA DWGNO: —034-00 SHEET: 1 OF 414,1,11111!11111111111111111111111111111 111111 9 10 11 MAD"E"'" 12. gl GI 171 CL ZI IA 01, 6 8 L. , 9 Ildialtijillgild111.11111111)1111111 11,j11,01T1111111,111 lt,111.111111111 . • . 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