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Home My WebLink AboutPermit B94-0131 - DANIA - STORAGE RACKSCity of 7ictilcwwilti (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B94 -0131 Type: B -RACK Category: Address: 5920 S 180 ST Location: Parcel #: 352304 -9105 Zoning: CM Contractor License No.: NORTHS *15307 Status: ISSUED Issued: 04/11/1994 Expires: 10/08/1994 Suite: TENANT DANIA 5920 S 180 ST, TUKWILA, WA 98188 OWNER BOEING OREGON MASABI TRUST 1325 4TH AVE SUITE 1940, SEATTLE WA 98101 CONTACT RICHARD CHAFFEE Phone: 206 575 -1671 600 ANDOVER PK E, TUKWILA, WA 98188 CONTRACTOR NORTHERN STEEL Phone: 206 575 -1671 600 ANDOVER PK E, TUKWILA, WA 98188 ******************************************** ** * * * * * * * * * * * * ** * * * * * * * * * * * * * ** Permit Description: INSTALL PALLET RACK IN EXISTING WAREHOUSE. Rack Storage Dimensions - Linear Feet, 2970! Height 16.0 .0 .0 . 0 . 0 . 0 UBC Edition: Valuation: 1991 28,000.00 Total Permit Fee: Totals ,47, 520 47,520 479.70 ***************************.************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 13DCt%? (4. It (,i(i Permit Center Authorized 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 or cancel the constructio obtain this Signature: t pe mit does got presume to give authority to violate s of any o�� r state or local laws regulating rform c ,cork. I am authorized to sign for and Date: 1 < Print Name: ic 'Sa 'j Title:_QJ"r G4.7_y 4474 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 Department of CG .., nunity Development — Permit Cent& ,4 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 1591) -001 PROJECT NAME Danio� SITE ADDRESS SC LO 3 V o 6-1- SUITE NO. 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. E�UIRE Sprinklers Detectors ,BUILDING - final review TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? LDYes Sg) No UBC EDITION (year): ICIk( BUILDING OFFICIAL REVIEW COMPLETED INITc`.._Mi'Ck, AMOUNT OWING: 4 ' l t "-.20 CONTACTED �, �. DATE NOTIFIED ! ,, I 'I lQ [� - I t'''� BY: ,..._ge_13 (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01 /08/83 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 BUILDIk3 PERMIT APPLICATION (206) 431 -3670 PLAN CHECK 09 u � NUMBER DESCRIPTION AMOUNT:: RCPT: # BUILDING PERMIT FEE' PLAN CHECK FEE:: :' ''' BUILDING SURCHARGE DATE • OTHER: ',TOTAL SITE ADDRESS SUITE # VA -/ O�F}CONSTRUCTION - �a PRO EC AMEE/TTENNANT rSSESCSOR ACCOUNT # 9/CLS- -- TYPE OF 0 Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE D E: _. L,i 14.z— 1‘...e...6.-- r /4/ (-" X /Sj�y _' 01PcL aa, 01/_ BUILDING USE (office, warehouse, etc.) ' .v'+ f r U (.-- NATURE OF =U (NESS: WILL THERE BE A CHANGE IN USE? arCO Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building 67 e�0 Tenant Space:67 500 Area of C M X c27 750 WIL ERE BE STORAGE OR USE F/FLAMMABLE, COMBUSTIBLE 6dHAZARDOUS MATERIALS IN THE BUILd NG? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNERE�-/ 6� —, 0 /)59/ 7;j-2.57- PHONE �!/r19 PHONE" C:2 ' ZIP 9? a -- �67J ZIP e' ADDRESS `R 71� /- S /7 / / �Vd e'' C � � �� CONTRACTOR `/ 4/./7-79/7E._.— { 7 5-7.--EL.--.2...--- ADDRESS /< WA. ST. CONTRACTOR'S LICENSE # A61) TA/5- - - A-207 EXP. DATEvi;„ 22_ 95 PHONE / ARCHITECT ADDRESS ZIP ;;I HEREBY:,CERTtFY THATI Bl~ TRUE AND CO.R BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON A PRINT NA an - AND :EXAMINED THIS AP,P;LICATIOid "A.ND KNOW: THE SAME " H;ORIZEO TO °APPLY:< FOR THIS :PERMIT ADDRESS PHON CITY/ZIP --=-� PHONE f"sc../ 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 subrnittal 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 3JD9L1 DATE APPLICATION EXPIRES - oo-cfLi 3116101 COMMERCIAL SUBMITTAL CHECKLIST 1101.1••••••■ NEW COMMERCIAL BUILDINGS/ADDITIONS : : COMMERCIAL TENANT IMPROVEMENTS Completed building permit application one for each structure) j COMpleted building permit application (one. for each Structure 1 1 1 1 Assessor Account Number . : • : Assessor Account Number • •Two sots (2) of the following: . . Two (2) sets of construction plans :which ;lid• I 1 1 1 Site plan . • . . . . • Location of tenant space proposed parking plan (it ilIpplidatele;1.8;;',. i1Se ••.• Specifications . . . • :.:. . Structural calculations by SyyashingtOri:State engineer Soils report stamped by a Washington',Siato licensed engineer . . • .• . . ••••• • Topographical survey • .: . :•••••••":: •:•••:;” • EnergY,calcUlations stamped • • • • , • .• engineer or architect • - • - . .• ••••.:•••••.•••• ri• • •• • ••••-:-.......••••.;••••"•••••••.•'•:•••'•:- l..eg al des criptiOn • .; . Working drawings, Stainped.byd'.Washington State hcansed • • • • architect, which • •••••••••::•-•::•:-::•••::•••,- • •,:.,•• ••:- • • Architectural drawing . . . .. .. ........,„.. „ .......,.,..:.„.„:„.„:„.........„......::::•::........,,,.„::,,,....:•,...,....:•:-,..:.,,....:.::::::::::::::.:::.....:::::::::.,., ........,...,..,.... ::sti..66tUi:di:66161666iiiiiii:iiiiied*Iii:Waiiiingtoii.:8iiite:.116iii6ed::::::::::::.. ired if structural work is to;:bii:dOtiel(2:SetS)::::-'-i;• •••••:.:.:::::::-::,••Landsdape plan:::::::.:::::::":::',::::•:::::::::::::,::::;;;:;":::•:,::.:::::::"::::::::::::::::::.::::::::::::::iii.::•••,:••••.....,...... '''.- ' .• ::::•.;:.:::,:::::-::::::••;:::•,;;';'•-;:-•-•-•;::::::::::••••::::::":".::::•,;::::::::.:.:::.:, ..... .... ,...., NOTE :::::::Ii„ arik.iitil;ty::Wericil;:iO'.?S..,.e.'cie0;!1;:::::upin I.:...11;!Saparata'.i.! tliity::.p 0 07. it,::::!:,,.•:.,:,..i:: ..,. d utility PerMii'applicatiOril::(One:for:'Sintir*prOjeCt):1,::;:: .., lication and plans . ,„:„„...„......„..........,„; . . ,. .. ,..• .. • Six'(6).sett •of.diVil-drawingt:::: . :::::::::.::;:::::::•::::.:••'::::::•;:::::::.';:•:.::.:::•:::::.,.::::::.:::::•:::•:.,..::::...,:.:.:.:......,.,...•.„ ': .::.....,.: ..:.............:..":•:::••:": .....:::. ..... ;.• . ••••::::•••••:•:••••••:..• •••:',"::::;-::::::::;.::::;:::::::::::;:::::::::,:::::::::•;:::::::::::::::::::::.::::::::"..•:.:,-,::::::::::::::•:::::".::: :::::::::: . :::"...;•::::•,•••••.;.,:•.;:::::::::::::::::::',.:::•:::.::::•;:::::::::::..i.:•;.;•::::.;::::::::.:::::::::::':::::::::::::::::::::::...::.,::::y1::::•,. • • • • : I 0■ietall'bUilding plan :•, .•:••• •••••••:::•-• •••••••■::Tenant"location • -••••• :•••••••••• • .. ' ";•• • USelcif adjacent (cOMMOri:W.0y):te.0.60t or.sounre footage 1 Floor pian 01 proposed tenant :". • Tenant space plan with usa of each room labeiled 6: patterns ,.•:••:•••• • Exit doors Now walis, • " • • .... " • •' hrrient for floor and -;; • istilitypermitapplioatiOniand„OhthokliSt.lOr,..SpoOifieittili submittal requ i re in e n c'cornpleted:.i:iUilding:.pernalt:.aPplication•Onpforeachstrycture ...'.: •:...AsesOt...ACeptiiit:Nui.'n.li.e.rii:.:••••;..........i.........',.........:•:.....,.........*:... -.....-..• ...............„ ........„.,,,,:,.... :... .„....:-.....:.:.:„..:...:„.......-..:.:....„•:,...•••:...:::::::.•::::::::....:::::::::::.:,•::::::•.::::•:••:.••::::::::::..... . .:.............:............,...,.:„.........-••••„.......:,..•::.,::::::::::::.:,:•::;•;.::::::::•::::::....::::::•::•:...::.::-.....::::::::::....::-........::•::::........:.:•:.:...:•.:......•.....:..:.....:••••.....:. ..: .......::::•::-.•::•.„:• .....,..,............„,.................... ....................•••••.„. : ... RACK STORAGE ..!Nirratl■iii:CIecriliiiitj;:OXI*Ong:rt:iiefi:rnetieilal"...beirig ..'!:ir1§■'.'10.0.;...::.ii60...„ ,:- : ...-::::::::...:,..••:..,.:::::::....::::::.::*:,:::::::;,::1,:::::::..::::::..:•::::,::::::::::::::::::::E:';::::,:.:1.:.::::$'..::;:',::::':::::':,::.:,,:''',';';:::.':';'::':::::;:'::::::"';',..::.:'::::',E::::''''. . niateral i)eing'installed...:,:::::::::.:,.:::::::::::::::::g.::::•:,,,::;:,„:::::::::::::,,•;:::::;........::::::::::::::::":::::::::::::::::::::::::::::::::::;i•;:.:::•;..::::::::::::,.::::;, " - .•••••••-•-.:•:•:::.,•:;...•:::,-:::•:':::::••":":-.•:::::::::::::::::::::::::::::.:•:.";::::::::::::m.::::::::::::::::::::::::',:::::::::::::„..,; Completed .building..perrnit,:application::0:.::::::::...!:',i":';.:::::::::::::::::;:":".":::::::::t:::::::::;;,;::::::::•:::::::::•••,::: • - • ' ' : -: - -.....;:•::::•":.,":: ::::::::::"":":•:::::::::•"."'::::::::::::::".•::::::::.:,:•::.:::::::::".:::::•:::::::::::'• ...„....... ...::•::::::;::;:::::"•::::":::"::::::::::::::::::::•:".-:•l':"•'::::::•:::•::"":::•::::';'••••:;::•"":".::-•::::::::::::::::••':-":: •••••:•••••::::•;',"'""''';";•....i,--1:::,-.....',.,..ijiii;i!......iiiid:-.iiiii.:* ....,.....:.1■107E:E.4„., 6eiiifiail00::!0ii...1.0qY!'.f?.F!i?P5"....•:!9.i...1?...:.:!r?P1::::::.,:.::::::::::::::::::::.:::::::::..,:::.:::::::::'..!....:::: ',..:.:' .........li.....:,...::::.......::::.........:;:...:::.i.?:..::::.,..' ...,:6(tor.thili3eii.ni..:::::.....,..........::::::,.....:',,,..:::.::::......,,:::,...':-:•,,,,,,..,...,..,...:::::.............:....,....:,:-.....,...,..„......................... ..... • 1-4.9sessor. Account Number :::::::::::::::::::::::::::::::::;::::::":::::::::;:::::::::::•::::•;::::?.."-.::•:::•;::. ,.. .......... ........ ............. ............ ......„.....,. . ..„....... .• . • • ..... „... ...„. .......... ............... ........................... ,............... .............................................. • ... .................................. ... .....• .................„ ..... ..... ...„ ....... ... t Twp . . uilding floor plan showing • . bufldlng permit application • •••••••:••••: •:Entire.Space•wh ere racks will be located '1 • •• Dimepsions...of • • ••:••-• ••••••.• •.. ......... . • -:•••••Exit. doors • • • ' • •: •• •• • •• • .. • •••• ••• •••. • ••• . • .... . . • • • . . ........ . " :" .• s [j Tonmt pace eflocir'Plan .. showing s!ts. i'1?iFtns"lv;/1711c11 Site' Plan .(ihoWirig"bUildiriglandlocEttiOni:01..::anterina/satellite,:dish),..,::::::: NOTE..., Include dimensionSiot racks (haight;::vidth.andlerigill) ;i„aislas::i.:::::: and exit ways on plan.' : . . . Structural calculations Stamped bY:k.WaShingfort:StateljicenSed engineer (rack:storage: 8 and over) RESIDENTIAL •■• • .•.• • • eng)naor may be roqulred • NEW SINGLE-i:AMILY DWELLINGS/APDITIONS...: Completed building permit application (one tor % nacf.1*. 1 1 Legal. descriptiOn Assessor . . . . ... ,........ • • Site. plan (OrJ plan show closesthydranr!ocazlon Foundation pien Floor pian . WIdthand/Qngth 01 access) Building Buliding cross section • :Washington • • Completed "'" • (6) .sots . . ... • . NOTE „::Buil ding' site plan and Utility: sise.piaaMey.„beCoinbine:Soa:::::•:•::.:1 utility. Permit apPlioatien and:OhaoidiSttoe..•apecifiO,SUOMittal requgraments . AdcfitiOnal topographical:ancl soils ,n!armation may bo raquired 11 unique . • RESIDENTIALJTMODELS.;: Completed bulldirig permit application (orie-for:eaCh AsSessei.,:ACcOunt . ..;,TWO:.(2);66ts1:01 Working :drawings, which lnclude Foundation '... :'... .:" ...,:s.... '. • Floor :plan ,:..••••• • Floor .."...:':::;*B8iio jillodiir1rgg,,,e.1.60ritioatitor.14.6:::i?(al....,:..:::.....:;....:i.::',...,..:::.. . ..... . ..,...... .::::.. .... :.•„. ....... ..,... views) ......,....„. ....,....::. 1:;....:.,Structur1fr!p..........:,.....!:„.FI‘i....,.,.e: ....::::VOTE,'.;11Onk'.0ii.111k..*(5TIO.I.i? ,P9...0911...../??......t;1i10....iitiliVPOOV(ppe.ti9q!/9/7 •••••• .....,.. . . .• . .... . • .... :":::::andpiapo.fpu(ap..;ppaiirifio:•.::..:::::::::::::::::::,.:::::::::..:::,:::::::.:................... .....„... structure) ******h******** *•** **•k•k** ******* ***** ****•k * ****k*•A ******** * ** k*•* CITY OF TUKWILA, WA TRANSMIT ** k************* k****•*****: 4*** 4*** * **** ***kk** ******h:t *** *fr * *kA TRANSMIT Number: 94000417 Amount: 479.70 04/11/94 13 :49 Permit No 394-0131 Type: D -RACK RACK STORAGE PERMIT Parcel No: 352304 -9105 04/11/94 Site Address: 5920 3 180 ,5T Payment Method: CHECK Notation: NORTHERN STEEL knit: 8L13 *** k*************** k**************** * ** ** ** *k **4*** * * **;4**•k *k *•k* Account Code 000/39.100 000/386.904 Description BUILDING -- NONRE5 STATE BUILDING SURCHARGE Total (This Payment): • Total Fees: Total All Payments: Balance: 479.70 479.70 .00 Paid 47"5.20 4.50 479.70 GENERA 475.20 GENERA 4.50 TOTAL 479.70 CHECK 479.70 CHANCE 0.00 0954A000 21:42 CITY OF TUKWILA Address: 5920 S 180 ST Suite: Tenant: DANIA Type: B-RACK Parcel #: 352304-9105 Permit No: B94-0131 Status: ISSUED Applied: 03/30/1994 Issued: 04/11/1994 *************************************************************************** Permit Conditions: . li'"Fiticifiil' • • 1. ,No changes. will be made . -1,,.'p21m...„approved by the Architect and the .TJ,1 Viaiil*:B7triliiTiir`D-frtfelon,;:i.,,, 2. M1 'permits, iris..p4•ct:..on- recorids, and approV'ed*it Hrt,:ss shall be any cons tru c MP:* • TIT,e start. u (bun' e to 40,1 m a 1 r* I „Maintained. ava/ptip.,:ft ati.thet3L154 siIe priorpto eh .W/tart of available , y 't,T. flnaliA4nSt; ettl on appro4;(ia 1 4it'sei,,,glvdte'd':‘,\ 3. All const 0. 1°,94 tsti":boe dont obit, tfif6-beigqe w4tXfipprof.d1\ plans an equti-,eefts ,9 fc's the Nslirii it orm BuflAing Ode:1199.A Ed i t i on 0 s eliten de fssi.' the Val*,11/11.1,100i) .State 'Buji Idling qC.R de\ 4. Val idi -',1of PerMlit.v The 0,sa'u nce &V' a permit 6.13 Ift.5$.0val plans ' tpedi,f i cat tons atkci\ramputatlians shall not*,pe' carl.A% 1 q'v. i strue?dp 0.v.b( a pel'ini t :tot:, on...,,a'pprova 1 of ,, any•tyiof.,,tton of 0611 ot04 ptbv i s i on0 of t,t,04—co..d,e.,, or of any o t he r I•c„,:is.,:xj , . ordtp :6 #nce a the juri Sail:It:1,04)/i 'No.,pirmi t presuming''.:,to'afve autko't4i “1,o.re v i o 1 ate•rt•pi--cancet1 \ the -,,Or,OVIpipns• of this aide ,'',,;',•. ,. '..g., (;• f 1. nis..,1•1 t • .... ',;- .. •• shall, be valid. d• -'-.,... , 1.. o i ,, ,, :.; j; i ....,• . 0, ,-",,, ,.- , ., .,..P ,,,.. ,,, .:-..,,,, ,•, ,..c.., 0. .,t;:,:,:::: ,,..:‘,.,,;:,,,,:,:,,,i,": i• , t,..'••,.,•`-••••/r ..;,„.:;•. ,, 0 .., ,.. ■ .7 ■ r.,■',Z6 'it' 't . . '''''' ' ' ' ,, 'V 1 %, • , A Tjl E i ■ ' . 1 t :I.L,.A,,fs, : • !1.,,,,,q,,P;: ,.,,, .„ ,,,,,,,, . -,,,,,...\•,•\ ,\ , ...",,. . t' 1.i ,., 1. ' A;T) i c ,(e•/ C 4ig ji 4 ; - . ' . • _ • , • it,,. a. .. ii V, fi.O. ; 4',,, ' ' ) ,•'''\ .I.N..---"N\,--"' • ,,, • At:SY ..1 'Y ' "':' 'i, .i4,'„ 41 ,L- i , ,'"' • 4, t ie t l'',-, , '-- „ • , ,) , 11 • . \nVir 4 ,,-. ,■.1 1,1, •,', ''Ar t i,:, . , • /...,?: ' / f: "„ i • t Si ,t , 't .; • 144/4,,r/ . • i:., ' •kt: i '4 . : , s •,,,,,,,,v, e `•?:' t„:". (, INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 k)\ PERMIT N0. 120k431-36 Project: — x-10411 Type of Inspection: Vl r— Address: `.n is O 5_ Date Called: � I „p Special Instructions: Ro.ct< k-cYt Qaa, Date Wanted: I r (.1"1 LI am, p.m. Requester: 6( bin Phone No.: 5 -is— I co O Approved per applicable codes. _____ ❑._Corrections required prior to approval. MMENTS: ' 713 - F-17,1.4e Inspector: Date: ❑ $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .. .....,..�. .. Agicorg.4.• 1 —stk:' 1a. m.: LesfrTS�3�.y6.tib..r.461'i.JkJR1 s� datAtts'�:\,G•i,Fi '"'M!ac.ts,fir t ' INSPECTION RECORD Retain a copy with permit ' CITY OF,TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 egg- PE M' M0 (206) 431 -3670 1"1 ,Approved per applicable codes. ❑ Corrections required prior to approval., COMMENTS: ' tc._ 1p o F (A ) I Ad 90 5 Y / A /e-c; .., 7 Date I `�' � � 9q instructions: Lci A- -0r-.1G s , Date , . 1" am`. .m. Requester. / . t _it j '',:.; °7/67/ 1"1 ,Approved per applicable codes. ❑ Corrections required prior to approval., COMMENTS: ' ,}N S Thi- L-,4c.7 41 rJ 'C (114 C& r rJ /e wS 4 A /v!2 /% 7- R -n -1GN Z7 A /e-c; ,A-PP 1�. . Lci A- -0r-.1G 5h! (,.,,,c AW 4 w (( 7 74 .E I"'7 /z--. .O\ =7'. .5 / G I,./.S of—r: . 1 .• ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. City of Tukwila Fire Department Project Name D h i TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. Q `I4/ --CS/ 3 ( Address S ' h a ,S lko $+ ,Retain current inspection schedule Needs shift inspection Suite # X Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: A" Hood & Duct: Halon: N Monitor: ()/4 4f4r,, Pre -Fire: Al Permits: dIv A /6LA `71,4, ., F. P• o • 4/ S/l Authorized Signature / - 1c. -ry Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575,4404 • Fax (206) 5754439 • CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT hf X /L._ = 97 52-0 X TOTAL GRAND TOTAL = RECEIVED CITY OF TUKWILA MAR 3 0 1934 PERMIT CENTER details of the rack inner approved instat- iumber) for components nngem!nt, dimensions, ion. govern over this draw- UNO 70 -XX (all welds !signed at 50X stress ICBO approved types. RR #2156)) ype (ICBO RR # 1452) R #2391) imam 5X Bolt Diameter. be used if ICBO ▪ sizes, and embed - 3tion drawing govern is drawing. t required unless drawings. the installation draw - taring value is 1.0 d ▪ 7.25.1 J tYP Z" \ i 7' Min 1/2' Anchor (2 per post) Iation dwgs. for custom sizes !SW FOOT PL. (318.1 ions Beam Details and Properties (units: inches uno) Type A B d t Sx Ix LB020 2.00 2.75 0.75 0.075 0.27 0.29 L8030 3.00 2.75 0.75 0.075 0.47 0.76 18035 3.50 2.75 0.75 0.075 0.63 1.19 LBC30 3.00 2.75 0.75 0.075 0.88 1.37 LBC35 3.50 2.75 0.75 0.075 1.05 1.95 LBC40 4.00 2.75 1.50 0.075 1.27 2.66 LBC45 4.50 2.75 1.50 0.075 1.50 3.51 LBC50 5.00 2.75 1.50 0.075 1.77 4.64 LBC55 5.50 2.75 1.50 0.075 2.05 5.80 LBC55A 5.50 2.75 1.50 0.105 2.76 7.79 LBC60A 6.00 `2.75 1.50 0.105 3.14 9.59 LBF354 3.50 2.75 1.50 0.075 0.77 1.47 LBF404 4.00 2.75 1.50 0.075 0.94 2.05 LBF454 4.50 -2.75 1.50 0.075 1.14 2.75 718' ti at Id At t B LBF Type 718' fld t B - LBC Type BEAMS At r 7/8' .-r �2d _ J.- t 13 LBO Type Dimensions and Properties Post Details and Properties (units: inches uno) (alt properties net section) Type t 61 3.00 0 1.63 ~ A S. r r LA15 0.075 0.38 0.58 0.80 0.37 0.67 1.21 1.31 0.68 1.12 LFt20 Lp30 LM,40 0.075 0.105 3.00 3.00 3.00 3.00 0.89 1.29 1.10 0.135 3.00 3.00 1.00 1.10 1.28 1.08 r' - Qf mil -S f � OP fs It w D 4t COLUMN Dimensions and Properties 11' tYP • tYP • 3 Pin (Standard UNO) • • • • 4 Pin Heavy Duty ,:; 8293 lid, - QVP1. ' IEXPtRES. 3 1-q(0 Al 2 tg 1.19• typ �tyP %69S RrYET EA. VE -.` FACE: / 2/ ado V L //!///////////////////////////////////////////////// I/ !/////////!J7///////i7.7.7!///� FRONT TYPICAL ELEVATIONS (See installations drawings for specifics) BEAM- COLUMN CONN. (Rivets 7/16' Diem.) 5.�+ =fir .cGK Ca ` BRACKET .179 PLATE' COL SIDE RECEIVED CITY OF TUKWILA MAR 3 0 1994 PERMIT CENTER PETE $. HIGGINS ;AND ASS0 1ATEs STRUCTURAL ENGINEERS 1225 -F NORTH PACIFIC AVENUE / /GLENpAI.E. CA- 91202 / ;' {1113-5419=0072 _ J DRAW WU3 AND DESION ARE COPYRomy COPYRIO SY WR[ 1tN PERMISSION ONLY. WET SIGNED COPES ONLY ARE VAL�FOR e ILDAIO PERMIT APPLICATION. ORAWNO / MI. TBE SIGNED ACROSS THIS BLOCX DATE 12 -16 -91 CHECUD P. H. LODI METAL TECH STORAGE RACKS STANDARD DETAILS c12ob # 48 Drawing # LM -1 INT• WN_g AL NOTEZ 1. This drawing shows standard details of the rack product line only. See engineer approved instal- lation drawings (same Job Number) for components used, special details, arrangement, dimensions, and site specific information. 2. The installation drawings govern over this draw- s ing. 3. MATERIAL Steel - ASTM A570 Grade 42 UNO Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50X stress levels) Expansion Anchors shall be ICBO approved types. e.g. Hilti Kwik Bolt CICBO RR #2156)) Phillips Red Head JS type CICSO RR # 1452) Raemet TruBolt CICBO RR #2391) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embed - slents shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 4. Unless noted otherwise on the installation draw- ings, the allowable soil bearing value is 1.0 KSF. rnvn. t :0.080' Sr Voti BRACING Dimensions 1 T Min 112' Anchor (2 per post) STANDARD See installation dwgs. for custom sizes FOOT PL SEISMIC FOOT PL 111 ga) t3(8') BASE PLATES Types and Dimensions Beam Details and Properties (units: inches uno) Type A 8 d t Sx Ix LB020 2.00 2.75 0.75 0.075 0.27 0.29 LB030 3.00 2.75 0.75 0.075 0.47 0.76 18035 3.50 2.75 0.75 0.075 0.63 1.19 LBC30 3.00 2.75 0.75 0.075 0.88 1.37 LBC35 3.50 2.75 0.75 0.075 1.05 1.95 LBC40 4.00 2.75 1.50 0.075 1.27 2.66 LBC45 4.50 2.75 1.50 0.075 1.50 3.51 LBC50 5.00 2.75 1.50 0.075 1.77 4.64 LBC55 5.50 2.75 1.50 0.075 2.05 5.80 LBC55A 5.50 2.75 1.50 0.105 2.76 7.79 LBC60A 6.00 2.75 1.50 0.105 3.14 9.59 LBF354 3.50 2.75 1.50 0.075 0.77 1.47 LBF404 4.00 2.75 1.50 0.075 0.94 2.05 LBF454 4.50 2.75 1.50 0.075 1.14 2.75 Al r 718' 718' d _ . y d e- t A r I a>• •0-- t fa► B LBF Type .01-s B - LBC Type BEAMS At T 718' d + •-•- t _ J .0-s B LBO Type Dimensions and Properties M,tz h1C. `'h r,a Post Details and Properties (all (properties net section) Type 1M15 t 0.075 W 3.00 D 1.63 AS 0.38 SX rX r 0.37 1.21 0.68 ' LN20 0.075 3.00 3.00 0.58 0.67 1.31 1.12 Ll130 0.105 3.00 3.00 0.80 0.89 1.29 1.10 LMLO 0.135 3.00 3.00 1.00 1.10 1.28 1.08 D 4t COLUMN Dimensions and Properties \J i 1' typ a 2" tYP • 3 Pin (Standard UNO) 4 Pin Heavy Duty s. i Q F T.- ,:. Gil j +0.,. 7 N.,"idsmtso^ ! EXPIRES. 3- 1 -q) MAR 11 X 17 NII/NTED ON NO. 100014 CLEARPRINT • 9S it WET EA. VEF. -. FACE / 21 V 1) Lr� '/U / ////J' / /////// FRONT TYPICAL ELEVATIONS n (See installations drawings for specifics)') AM BEAM- COLUMN CONN. s (Rivets 7/16' Diam.) -`i 5A==1-f �cGK O' BRACKET .179 rLATE COLULJN BSC CiTY OF MAR 3 PERMIT PETE : HIGGINS /AND OCIATES STRUCTU AL ENGINEERS 122 -F NOI}!iH PACIFIC AVENUE , / GLENpA . CA- 9,1202 /1 / T> =0072 DRAWNGAND DES ARE C COPYING Sy WRITTEN PER1MSSION ONLY. qj[ WET 510NED CONES ONLY ARE VAL - -- 2 J 1.7�7'T / BUILDING PERMIT APPLICATION. DRAWING P. H. )STeE SNED TM15 scoot (/ PAU IG ' I\,/ :>, ; GATE 12 -16 -91 CNECRED LODI METAL TECH STORAGE RACKS STANDARD DETAILS Interline /Dania Cal -Rack and Lodi Metal Tech Racs Location: Tukwilla, WA (Zone 3) Prepared For: Northern Steel Seattle, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 1225 -F North Pacific Glendale, CA (818) 549 -0072 This Document and and Associates. be reproduced Peter S. Higgins, S.E. Job Number 1248 March 25, 1994 esign it contains is,do'pyri rovided as an in .'tzument of ashion withou ritten perm 4i G�, sa2 S)QNAL0' EXPIRES. !' D 1 — �i ( 1 ht by Peter S. Higgins ervice, and shall not anion. of TPPi• If this c• cula f % is •ub contain a 1 sh = of •al the next pag- , an Section -� docum ink of rasti calculat o =hall be De ildin ted P p he artments permit approval,; it shall in the table of contents on 1 drawings listed in s in The t b to se s an e Job Number Reference. lock. fl FtL E yet* ps )0 RECEIVED CITY OF TUKWILA MAR 3 0 1994 PERMIT CENTER L'rER S. HIGGINS AND ASSOCIA�S CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet ii Table of Contents 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.2 Seismic 1 1.2.2.1 General (1991 UBC Standard 27 -11) 1 2 4 Level Racks (Calrack) 2 2.1 Components and Geometry 2 2.2 Check Beams 2 2.2.1 Design Forces 2 2.2.2 Beam Properties 2 2.3 Check Posts (Dead plus Live Loads) 3 2.3.1 Load to Post 3 2.3.2 Post Properties (net section) 3 2.4 Longitudinal Seismic 3 2.4.1 Base Shear 3 2.4.2 Design Forces 3 2.4.3 Post - Combined Stresses 4 2.4.4 Beam Connections 4 2.4.4.1 Design Forces 4 2.4.4.2 Connection Capacity 4 2.5 Transverse Seismic 4 2.5.1 Base Shear 4 2.5.2 Design Forces 4 2.5.2.1 Stability 4 2.5.2.2 Brace 5 2.5.2.2.1 Design Force 5 2.5.2.2.2 Brace Capacity 5 3 3 Level Racks (Calrack and LMT) 5 3.1 Components and Geometry 5 3.2 Check Beams 6 3.2.1 Design Forces 6 3.2.2 Beam Properties 6 3.3 Check Posts (Dead plus Live Loads) 6 3.3.1 Load to Post 6 3.3.2 Post Properties (net section) 6 3.3.2.1 Calrack 6 3.3.2.2 LMT 6 3.4 Longitudinal Seismic 7 3.4.1 Base Shear 7 3.4.2 Design Forces 7 3.4.3 Post - Combined Stresses 7 3.4.4 Beam Connections 7 3.4.4.1 Design Forces 7 3.4.4.2 Connection Capacity 8 3.5 Transverse Seismic 8 TER S. HIGGINS AND ASSOCIA;S CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet iii 3.5.1 Base Shear 8 3.5.2 Design Forces 8 3.5.2.1 Stability 8 3.5.2.2 Brace 8 3.5.2.2.1 Design Force 8 3.5.2.2.2 Brace Capacity 9 4 Slab on Grade 9 fm„ IETER S. HIGGINS AND ASSOCI. ES CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet 1 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the struc- tural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates LM -1, CR -1 (By EDB, with permission) 1.1.1.2 By Others Northern Steel - To come 1.2 Loads 1.2.1 Vertical (Dead plus Live) Loads per level = 4.0 kips Design beams for 259.5 impact 1.2.2 Seismic 1.2.2.1 General (1991 UBC Standard 27 -11 Where: V= ZIC -I-✓ l✓ Z =0.4 I =1.00 Thus: Rw =8 Longitudinal 6 Transverse V <0.75W D W T 2i3 within the range: 0.031- ✓5, i /5_ 0.183W C_ 1.25S �2.75 S <1.5 (unless lower value per- mitted by soils report) W =Total Load (Dead Load of rack is usually negligible) T may be determined by any rational method, or the default C /Rw of 0.46 may be used. TER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL EtNGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet 2 2 4 Level Racks (Calrack) 2.1 Components and Geometry w • W =132" a =48" b =48" c =48" d =48" Beam Type Min. 4.50x14 ga 2.2 Check Beams 2.2.1 Design Forces NI < Lj6 ✓2 (2)(8) =41.3 inch kips 2.2.2 Beam Properties 0'881 / 4.50x 14 ga Step D H =192" D =44" 1y =44" 1d =46" Upright Type 3x3x13 ga y 1.5" t= 0.075in t=h 1 ni Sx =1.50 in3 ¢ t Ix =3.51 in4 2.75" Smin5_O.6Fy =1.38 in3 O.K. TER S. HIGGINS AND ASSOCIl'ilS CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet 3 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post (It of levels)(L) 2 =8.0 kips 2.3.2 Post Properties (net section) 3" 3x3x13 tea, 3" ly /ry =38 t =0.078 in lx /rx =38 X __'__ _ X As =0.63 in2 Sx =0.67 in3 Fa =26.1 ksi t rx =1.27 in Sy =0.52 in3 Pa= 16.4k ry =1.15 in MXa =20.1 2 k 2.4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. 1 T > 2300 I-✓ L 3 I (2a2+ 2n± 1) Units: kips, inches, seconds Where: W = Load per level L = Spacing between levels I = Moment of inertia of post n = Number of levels Substituting yields: T >1.9 sec Thus: V <0.047W 2.4.2 Design Forces P <8.0k; V <0.37k M <Va /2 < (0.50) (48) - (8.0) (1.3) = 9.0 inch kips 6 it TER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet 4 2.4.3 Post - Combined Stresses 1' M Pa Ma = 0.93 <1.33 O.K. 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn59 •0"k 2.4.4.2 Connection Capacity 3" typ 2.5 Transverse Seismic Standard Connection Vhook=(0.4) (50) (7/16) (0.18) =1.57 kips Ma= (1.33) (1.57) (6) =12.6in k O.K. 2.5.1 Base Shear Use Code Default Values for CS V = 0.138W = 2.21k 2.5.2 Design Forces D v I ± P EQ 2.5.2.1 Stability Vh' Peg` D h' =120 inches Peq =6.0 kips Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. Peq<PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. ,CTER S. HIGGINS AND ASSOCI CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 'AS Job No. 1248 Sheet 5 Use min. 1/2" diam. ICBO approved expan- sion anchors. Minimum embedment 2.5" into slab. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pbr <3.5k 2.5.2.2.2 Brace Capacity 2 '1 0.071" 1- Anet =0.30 rmin=0.49 in Q =0.76 in2 L kl Fa Pa (in) r (ksi) (k) 44 90 14.7 4.75 O.K. 3 3 Level Racks ( Calrack and LMT) 3.1 Components and Geometry_ w • W =105, 132, a =64" b =64" c =64" 144" Beam Type Calrack Min. 4.50x14 ga 105, 132 LMT LBC 50 -144 Y H =192" D =42, 44" 1y =44" ld =max 46" Upright Type Calrack 3x3x13 ga LMT LM 20 O.K. CITER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet 6 3.2 Check Beams Calrack beams OK per previous checks 3.2.1 Design Forces Lil✓2 M< (2)(8) =44.0 inch kips 3.2.2 Beam Properties 0.88" LBC50 —L $$ 1.5" t= 0.075in o Sx =1.77 in3 t Ix =4.64 in4 r 2.75" 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Load to Post < (t# of levels)(L) 2 =6.0 kips 3.3.2 Post Properties (net section) 3.3.2.1 Calrack 3" 3" t 3.3.2.2 LMT 3" 3" x -__ —_ t 3x3x13 ga x t =0.078 in As =0.63 in2 Sx =0.67 in3 rx =1.27 in Sy =0.52 in3 ry =1.15 in LM20 x t =0.075 in As =0.58 in2 Sx =0.67 in3 rx =1.31 in Sy =0.46 in3 ry =1.12 in M Smin —O.6Fy =1.78 in3 O.K. ly /ry =38 lx /rx =3850 Fa =24.3 ksi Pa =15.3k MXa= 20.1��k ly /ry =39 a /rx =49 Fa =21.1 ksi P=12.3k ed =16.9° TER S. HIGGXNS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet 7 3.4 Longitudinal Seismic LMT upright governs by inspection. 3.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. 1 3 T 2300 ✓I (2n2 +2n+ 1) Substituting yields: T >2.2 sec Thus: V <0.041W 3.4.2 Design Forces P <6.0k; V <0.25k M <Va- (1.3) P < (0.25)(64) - (6.0)(1.3) = 8.0 inch kips 3.4.3 Post - Combined Stresses 3.4.4 Beam Connections Units: kips, inches, seconds Where: W = Load per level L = Spacing between levels I = Moment of inertia of post n = Number of levels P i1'1 Pa Ma = 0.96 <1.33 O.K. 3.4.4.1 Design Forces Mconn5..8 .0 " k (fixity due to width of base plate) 4TER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet 8 3.4.4.2 Connection Capacity Calrack OK per previous checks. 4" 7/16" diam. Rivet Va = 2.5 kips 3.5 Transverse Seismic Standard Connection Ma= (1.33) (2. 5) (4) =13 .3 in k O.K. 3.5.1 Base Shear Use Code Default Values for CS V = 0.138W = 1.66k 3.5.2 Design Forces D V h' ± P EQ 3.5.2.L Stability _ Vh' Peg- eq D h' =128 inches Peq =5.0 kips Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. Peq<PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. Use min. 1/2" diam. ICBO approved expan- sion anchors. Minimum embedment 2.5" into slab. 3.5.2.2 Brace 3.5.2.2.1 Design Force Pbr <2.2k O.K. (.14"/ER S. HIGGINS AND ASSOCIAi`ES CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet 9 3.5.2.2.2 Brace Capacity Calrack brace OK per previous t= 0.061 ". Anet =0.26 in2 rmin=0.38 in Q =0.82 L kl Fa Pa (in) (ksi) (k) 48 126 9.70 2.93 O.K. 4 Slab on Grade TER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Interline /Dania March 25, 1994 Job No. 1248 Sheet 10 Treat slab as equivalent unreinforced square footing B 8 =12 P Qa =33.9 in _ 1 B —b —t Lc 12 2 =0.97 feet A4,= V)(12) 2 =5.63 in kip /ft Where: P = 8.0 kips b =.5.2 in. (average) t = 5.5 in. f'c = 2,500 psi Qa = 1.0 ksf S - (12)(t2) 6 =60.5 in3 /ft 6 = Mc Sc =0.093 ksi SOT: °callow 1,7 =0.095 ksi O.K. Sep 06, 1994 City of Tukwila John W Rants, Mayor Department of Community Development :Rick Beeler, Director RICHARD CHAFFEE 600 ANDOVER PK E TUKWILA, WA 98188 RE: DANIA Dear Permit Holder.: Our records indicate that on Oct 18, 1994, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B94- 0131. 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 Oct 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. (vr--- Shell,e Bates /Sylvia Os Permi Technicians Department of Community bevelopment 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City (4 Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor April 4, 1994 Fire Department Review Control #B94 -0131 (511) Re: Dania - 5920 South 180th Street 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)) 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)) 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)) City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 2. 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. 3. 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) Maintain minimum 6" longitudinal flue space between back to back racks. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -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) 4. 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 • P City oC Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W: Rants, Mayor 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) The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or maintenance. (NFPA 10, 4- 3.4.2) 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) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Maintain fire extinguisher coverage throughout. 5. 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. CITY OF TUKWILA Id: ACTP12 Keyword: UACT Activity Table Processing Permit No: B94 -0131 Status: PENDING Base Inform Parcel No Owner Validated By Status Act /Inactive Nature of Wk Location Zoning UBC Edition Rack Storage User: 477 03/31/94 RACK STORAGE PERMIT Tenants <RDANIlal Address:5`9WW480;ST''; ation : 352304 -9105 : BOEING OREGON MASABI TRUST Type: B -RACK Vers: 9101 Screen: 01 : SLB Plan Ck Approved: / / Applied: 3/30/1994 : PENDING Issued: / / Completed: / / : A Final Notice,: / / To Expire: / / : INSTALL PALLET RACK IN EXISTING WAREHOUSE. : CM : 1991 Dimensions - Linear Feet x Height = Totals 2970 16.0 47,520 . 0 .0 .0 .0 . 0 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update Valuation: 28,000.00 CITY OF TUKWILA. Id: ROUT130 Keyword: UACT User: 1677 03/31/94 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B94 -0131 Tenant: DANIA Status: PENDING Address: 5920 S 180 ST 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 03/30/94 03/31/94 03/31/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1 ,(RACK�:C EXITSCLOSE: ^i;TO MAX 'DISTENCEr BUT O Ku 2[ .. 3 [[ !ARES :PLEASV:REVIEW '1AND COMMENT . 4[ 51 /`:,BBL KEN 6[ 7[ 8[ 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaasaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. labor and industries northern steel 3" I3GA • ~-- IS GA. COLUMN se (u 2 • • 22EAM .... .yi �.J .42! ♦L.....- r4r.•au..T.l ry.• -»- -14GA. CHANNEL. !RACE WHERE DOUe .& ROWS OCC U iI BASE PLATE (STANDAI.O U. 14.0. • SEE PLAN AmMIL j 14.1. *A- CHANNEL BRAiCE -1* --Qtr? G 111:11•E11113111 411 cowc. 'SLAB (M11J.) SEE FLAN i FRAME E LEVATIO N CITY OF TUKWILA APPROVED APR 5 1994 !;S �J = 13111 _DING DIVISION FRONT ELEVATION urliourice lam/ ':wwwJiu is CoLUMN • BEAM NoT Es 1. Sol 6 GEARING II 3�9R CAL -IL ACK STEEL. MEMbe &9 $q "50, 000 :S, WeL.DS • fr2 amass p4 SHOP OF L.A. CITY 1-1GENSEO fAb. manvao CITY OP TUKWILA NAR 3 0 694 EXPIRES' 5 t I-4 ID 1 fl 0 RUGINI D. BIRNBAUM AND At•OCIATf •URUC ?ORAL mNOINflfl �1 1 M LVRA LAKI M VD. O!• ANMRLIM !t. CA It NORMAN° 11•11 Id II1*WS?WNA& SM"1/M. CAL - RACK ", r 1 STANOASO OETAIL0 ORAMIN ,. (. mews AMRO11t• • 'IdMAWR, VALI° CWL.Y OM r*IN floor plan typical rack elevations