Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B92-0342 - CHALLENGER ELECTRICAL EQUIPMENT - STORAGE RACKS
0 iv • LLe !J6ER a• L-Gcl R., icA eCRiU IpIkEIUT City of ThkwiZ 1 (206) 431.3670 Permit No: B92 -0342 Type: B -RACK Category: Address: 1109 ANDOVER PK W Location: Parcel #: 352304-9110 Zoning: Contractor License No.: NORTHS *15307 INSTALL STORAGE RACKS.. Rack Storage Dimensions Linear'Feet 345. 86 74 UBC Edition: 19,91` Valuation: 21,,741:00 Permit Ce=nter Authorized ,Signature Signature: .) Print Name: Lo Date Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT TENANT CHALLENGER ELECTRICAL EQUIPMENT 1109 ANDOVER PARK WEST, TUKWILA, WA 98188 OWNER BOEING WILLIAM E JR 1325 4TH AVE SUITE 1940, SEATTLE WA 98101 CONTRACTOR NORTHERN STEEL Phone: 206 575 -1671 600 ANDOVER PARK EAST, TUKWILA, WA 98188 ************************************,******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: Tota] :,`perms t Height 16.0 16.0 16.0 .0 .0 .0 Fee: ****************************.******.********* * * * * * * * * * * * * * *; * * * * * * * * * ** * * * ** I hereby'` certafytha.t I have read and` examined this ,permit and kno;w.;�the same to be >true ;and correct. All provisi law and< governing ; th,i s work Will 1 l be complied With', th`, whether •, spec'i f i ed here:l n or not. The granting of this permit does not., presume to `:.,giv.e• authority to` violate or cancel the 'p,rov i si ons of any other 'state 'or local 1 aws' regu.l at i ng construction ,.:the•:p; f, performance of work. I am, } authored tos;i,'gn for and obtain this bu'�11'd1ng' permit. Status: ISSUED Issued: 10/02/1992 Expires: 03/31/1993 Totals 5,520 1,376 1,184 ,.080 This permit shall become null ''and,,void ,tli`e work is not commenced within 180 days from the date of issuance`;" o'r'' "i f -- the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT NO. CONTACTED 1n� Pk- I ' l � `� X601 Init. DATE READY • DATE NOTIFIED PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: (inia_ AMOUNT OWING ICJ 93 3RD NOTIFICATION BUILDINGtYERMIT APPLICATION TRACKING PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan .Checker) TOTAL SQUARE OCC. FEET - LOAD SQUARE FEET 000. SQUARE LOAD FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. TOTAL LOAD SQUARE FEET DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. P/#RTME .mil BUILDING - initial review ¥FIRE O PLANNING o PUBLIC WORKS O OTHER BUILDING - final review PROJECT NAME SITE ADDRESS SUITE I O a id mi-er Pk t� _ REVIEW COMPLETED A✓/4 INIT: )O INIT: V t INIT: 1 / 2 q2 R. ROUTED INIT: INIT: �- CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: FIRE DEPT. LETTER DATED: t ZONING: BAR/LAND USE CONDITIONS? Yes REFERENCE FILE NOS.: MINIMUM SETBACKS: N- Sprink PUBLIC WORKS LETTER DATED: 2 TYPE OF CONSTRUCTION: l EOUIREMENTS / COM MEI T ers 9 UTILITY PERMITS REQUIRED? Yes No Detectors N/A INSPECTOR: pa S- E- W- UBC EDITION (year): I9i1 TOTAL OCC. LOAD 0W17/90 SITE ADDRESS SUITE # 1109 Andover Park W., Tukwila, WA 98188 VALUE OF CONSTRUCTION - $ $21,741.00 PROJECT NAME/TENANT Challenger Electrical Equipment ASSESSOR ACCOUNT # 35- 2304 - 9110 -06 (commercial) Li Demolition (building) ❑ Other TYPE OF ❑ New Building U Addition Li Tenant Improvement WORK: © Rack Storage ❑ Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: Installation of storage racks BUILDING USE (office, warehouse, etc.) Warehouse NATURE OF BUSINESS: Distributor of electrical building materials WILL THERE BE A CHANGE IN USE? ® No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 11, 6 6 2 Area of Construction: 6 , 3 0 0 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER — 1PHONE lliam Boeing, Jr. 6 2 4494 ZIP 98101 ADDRESS 1325 Fourth Ave., Suite 1940, Seattle, WA CONTRACTOR Northern Steel PHONE 575 -1671 ADDRESS 600 Andover Park East, Tukwila, WA ZIP 98188 WA. ST. CONTRACTOR'S LICENSE # NORTHS * 15 3 0 7 EXP. DATE 7-22-93 ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER PHONE 575 -1671 CITY/ZIP Tukwila /98188 1. HEREBY;, CERTIFY THAT >I ,HA E TRUE 'A:ND CORRECT, iAND BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT PRINT NAM ADDRESS CONTACT PERSON Dan Martin 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 stall 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. 1f 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 q( Dan Martin /Northern Steel 600 Andover Park East BUILDIN PERMIT APPLICATION .DESCRIP.TION BUILDING PERMIT:FEE PLAN CHECK BUILDING SURCHARGE: >: OTHER: AMOUNT RCPT `# DATE I DATE APPLICATION EXPIRES PHONE 575 -1671 3.K-9/3 ,4Eissy...c, o:..1mp.,,ipeA, Two sots t...E6.(..2,dRA);0901iAithid41ili.:.::f..,:01,,.14,•:,...ip..:LI:e1-f;14Drilii10..!;41.,iiir'..76'...i:,IiSi.:,:',:..;P/A...;:.1;i:.c.,.::::.:ay:til!Ti.;:1::.°:(;..iN:7S:!rll'614...'r..::aii:.:.:':.:...:..:1..s...1'si.':.titi':.!..:... ature • Assess � r o.,i;,,,,:::::::,....,,,.,:.:,.....,:i.,,,,,,.:........,,,,.. . . .. ' ........--- ‘ ......" ....„.„..,..:,.,:,.....k.... ...... ' ..., iieolfiqii!i)1'..ed.. Washington State - • .. - • ;i .'.. ii. i a n" i . t ta . , •7P.••• .• • •• .,:......,....:, ,,.:::::::::•:- . .: ' - . • • I - .ei':::::.•:, .• . 1.1 t Ei .:: - -0.- .....!::::..,...:,::•..,:::::::::::':':;•:i..::::•.•.:::::?:•'.:•:::•:.::::,,:•,-.:::,...,:,:.•••., iiied eng ne .,........,:....:••••••.;,..,,. !trijiiitierl::::::',:i:'..:::::::::::.:::::',;:.•.',J::•'::."'•::.;.,:::''....WiiihiPgtc ,....:: . ':':.:.,..:..:::::::::::::::::•:::.;:.:,..::::...,. . .1: . ':::.::::::......:::::::.::.,.::::::;:::.....; Solis ropori stamped by a vileatirise n T : .-"'''''''''''"''';'•'-"'':':':::<•:'•:" 6'...60:.iic?.,....,..•.... :..:::::::::,....•:::::::::'..::::::::::-:::::::, .Topographical ...:..,:..i.:....„„,....,......:.....-.••ci by...a. Wa... ,,....:::,..::::::::::::::,.::::::,::,..,:.::..,...,,::;:...• r_i. . L-I'• EnergY '''os' r:arellItect;'. ' ::: ' ....... :';'.' , . , ....• , .:1::'.'.::::';:).:. . .....'.:.:::;:.,.;::::,.;:::::::::::::.;.:.:.....".::;:-::::..:::::::.:....,...::,.."::•...:':..::.....:...., . ,:erigielear,,..::::..,,:...,,,::.:,:::::,.....:::•:.,:::::.::::.:,-., ' :,::::, : : :: . i.::. ,.. ..::::::::: , .:.:::::y.::•:•:::::....-i :: .:.: :: ,.... i . ii6i,ris..: .......L.....i.i.........:.a:,..i..:.d...e.:..s.',.-c::.:r.i.p'...6.,0...ii....:::::;:,...::::::::::,,,::':: . ., .. :.:.:ar:.:..:w:-: a.s,.09.....gtori...::,....:ta:.:..,:.,,,i,.,....:.,,,,.;,::::::::,!..,1.;i.:::..::.k.,;E:i:.:::,::::. .1 . '.:' '.',... k::::pic:i.i-awing,_!..,:,-• A ",,:,:" . .:: . :-:. . ':',.::'::::::,::':;' -1...;',,'::,::.:.:;i:::..,:•::.:.:.:::,'.:::::::::,;,:,,,,,:;;:::;','H',:;,:''.;::::::::::::::... ' 1 I W°I. :in" hich in `'' Y ' 4, :': : :::::: . • •• :::.: .... ::::::::::::::::::::::::::•::•:::::::::: ••:••:::::::::::::::::•:::•::,::::'•::::•:::::::',:::::::.:::: . .. • •.:.::: :::: ........:.••.::: •Si.ta•P • • " raf.draw.!9g.,.....:'''."'..,:......"..,:,'":•::-.:::;"::".'"l'i.,.,:f-:;""::::':::',.:':,,,,..,a':::::' '• ,.•::::....; . ';':. :thiciutal draw' iiitii,::::::::•:,::::'•::::?:.•:::':•::::::::::::::!.::::•:::.:.:::.:Q;.:::i.::::::::::::::::::::::::::::::::::::::::::::::::: :.,..:...,:..: 2 ....:: : ,.,„•...... p .....hivii6al..dray..'....,.....,..„1::::;.:,...:,„,,,:::::.:.;.;...;:::N:::::::....:::::::::'::::':.;..':::::.:.:P::: . • • '......;•::::.::'....::....;::::.',.. Elei+iatio.np;..,.. :,......„:„ii,......:.,....:::;,::.: :,..:,...::...,,,,......,.....,:.::,.,..: „. .. i..•.:.:::::::::...'.':;.::'.. i. .. ';.:.•.:::.:,..::.,....::::::..::::...;',:::•. ;'.; : . : : , ,. , .: ,. .....::;i::::...' : : 7h.ileiii.pr.;;;ject :„:...•:.:::::.,......;:;..:::........:,;..;i;:.:.: al,1........!,.:.:;;.......',...:**'...".,...:::.''' ...' 1:..o.i.iiiiii.'•441" • f NOTE See ut,Iity parmil application and checkl,st for specific uts . . . . . . . . . ..• . ........................... . . .RACK . . . . . . . , . ConiOleteci.building permit , • : apphcation • . . . Assessor: Ac:coUi ,Number : • Two (2) sets plans which Jncludo B . gilding flOor sbowing • . . . ErItire:000wbar racks wifl be located Dimensions of all aisIe . .. . . .. . . . . N.OTE: ftioigh(Widthlatid.:1ei0th);!" finclEixit ; • : - ...„ , .. : i . " . ..', : , .. :: ; .. ............................................................................ ;;. . ' pti S tate .liCijiiijcif'....'::::: gilio(!ack'sorage „f3:Eincfover).:i:::::: . . .......,...:::....;:::::::.:.::.:..:::::.:':'.::::':::•..',.:...:::. ;• RESIDENTIAL . ...,.. „., . ' NEW i . 091.):... .N . : : . p, G ..,: t:... i. i;:.7..c1:ri::.:::M...,.ii:ici.1.0.-..1:9:.,..D:eiitil I:ip i 1 . P :.. c: ,, A , .... 1 : ::. : ‘: • ::. r . : 9 ... .... 1 ( ..,. 71 9:9e . : :.. : ,. .. i ,. ;: f . ..O ... .... , ........i ‘. . : : . 0 ..... . ,. . ,... ‘: a ...,.... .61): .. .! . ..19 ..--. . .:: •• ' i , ‘ ,..... Legal A6 0 Out)! Niiri)p9r...::::::.,-, ... . . . :::::•••••••:::::::•••••••••••:::::•••••: :•••• •• • 1t App. ... . . . ••••-- ':..i.':.•.:i'.:..:::::',..::,::::::.-j,::::;::.;:::.::,::.:::',:.:::::.::.::::i;.k.:-:::::. ... ..:::.....::. r 3y, 2) ! 0 s;. i t: ;, ::ii c . ...tu d :.;::..'... . s . .,..1i . .'.! - ! ,,, 7 . 0 7 , . ,.... ( .71 a ...,a,,,,:,:':,,,,......,,,..,0,....:i•iii„,obb,Y„ddira,":7;:,,,E,,,,,,qatioal,-..;:::..:!:.::,:i ....:."•:•• ...:::•,FlOcir.:,P49:::ii:i''' w f.:,19Of.p .... :..1::: - ,..Bi..i;ildind . •:ele.■;,/gtici061:,.(011 views . , ......., l ...•:•.. : ! ! ;•:..•; ,..:,................ .- .,..,....‘ .., . ...- hv . ., Bulic ... .:::::::::::::::::::::: : ' 2. "'" ..::::.•:. ::•::■•PtructUral,fra . . p data f:„.tiyashingtOn'Stata fiergycocfa :::•.::::::::.;::::::::::.i:::::.•!,::::g:::::::::::::::::•:::..,::,::::::.,]:.::::::::.,::::::::::...:::::.'::.:::.:::::::•":::'.:::::• :::::::::-:•:::::::::::.: 6OrnOteiedilti . ‘ iiiitii:Oer • ailt.60OlfC•aticia:P 2 ::::::::, - ,,::::::.,•.::,.•:: -::::.2:• • • : .: : • . ..::••••••••:.:',H.::::::::".::::::::::::: Tenant SOaCe flOor. plaa SU6MITTAL CHECKLIST Flop(p.fari:of..OrOri.OSed tenant iititioti,...::::ii;i:i • ••,-:,•:.•:,:.....,..;',.......,......... ...... ::::'... .: '' ±: :::■:::1"16W•IiiiiallS;::exiStinj :Wall;::ii.i be demolished Construction cle4ails '"":.:. •••• '''-". - ,.. ,, ..:..'...............:........y, . ...: ...:......,:.,........ ..............., prt.i:t•opticie14..fi:sW)od:WOI c onstruction iii;:aioiothoct.of..... attrichrijerit'fOrtiaOr.arid:Cellin4;.::.; ....... . . .•-• •••::,:...:.:..::::: • •:.••••••••••::::: :••••••:::::::::•::::::.::...,.-::::•:, StrUctliali'0iCUletiOnS.0.60ed - :...,,,,,,,,,:::::......::::-:.:::..:;::,::::::::::::..:.....,.:::::::.:.,...,,,,,,.:::... ,......::::,,.............,...-........................ . ....... be required if •structural ViOric.fs.16 :6::done::..(2::Set.S) .........•..,......,,,..:..,.:.:......................... .... .......,... ........ •:! t y •••• ' : .. b iii tini..::::::::.".:::.:,:::::i'' • - '-'''''':::::••••'•:-..:::',..''''. ' ' ' ,..--...,.... ''''''"":'::::::::::::::::".: ."••••"" ... -,'"" REROOF ::, ...'' .......:.. . .. . .....cc 9 : PPO:for‘130"ti Assessor Account Nunber .... .. .. COMM ER CIAL „... . . .. ......... . , . .. . ... , . . , tenant) bUkfir) ; wo (2):Sets:of:•CoristriiotiOri[Olens,":iv$16ttiriclU Site plan Narrative descnbleg existing root, matenal baing remove off of the permit :.• ............................. „„. • 2)•:Sete 6 Structural calcuiabos stamped by a Washington State Iicens " • : RESIDENTIAL REMODELS NOTE 1! any utility work is to bc ne..pr and plans must bo subm,tted REROOFS oPef9i:: ttio r Assessor Account Number ........... fl of the porm,.... rrt64; 01 pg;'.6 :t p removed, ; . . .. . • 'Lii0itiori • :••• ••• • ..... , ..,. . ., . ..... *ittiriti*icllproOOSed:parlifritj rid.scape " ::::::::::•:::::'::•::::::::::::::::, 0 •Verall: . 000dir4 : :Olari,: : ::::: . :: : ::: : ::: :: :...... : •::•:........,....:.„........:.:.,..„....,.... ,.. ,. 1*. li tt:in • ii 1pea . ,. .. s .... ... 1 ...corole!ce.d.buitoing.pootijc.:Eipptip . . . . . ,.....:: , . ... .:.: ., .,., rleiar 6 ..if:Plari'.:::::: Building elevationt:(al I: view Building cross section tructu ral. framing : plans 1Ica1l.91.1q k**********,*****'*****:***** hk***** k ** * * * * *** * * * * * ** * * * * * * * *** * ** ITV OF l'UKWILA, WA , TRANSMIT hk *fik * * *k;k*** * * * ** 04. * * * **: ** ***** *k * *kie *k Arlr * * * ** * *k * *hk ****- TRHNSMI:T. NOber ai 92001002 Amount: 85.30 0,9/18/92' 10:24 P: rm'9.t No '892..0342 • Type» g -RACK RACK STORAGE PERMIT Parcel .No . 35.2304 -9110 09/18/92 Bite Add"ess: 1,109. ANDOVER- P K • .N' Payment; Methrud: 'CHECK .:NOtat orrH NORTHERN STEEL: Irtit;: SLB ** * * * * * * * **4 *. **** *k * * * ** k4f*. * ** * * * *** *kk * * * * ** * ** *fir **•h ** '4�I *4 • Accaurlt 'Code' Uescr i pi:.i on. Paid, 000/322.'100 BUILDING, ~ NONRES 80.130 0.00/386,.904 STATE BUILDING 'SURCHARGE 4..x,0 Total (This Payment): 81.30 85.30 85.30 00 Total Fees.: All Payments Balance. GENERA 80.80 GENERA 4.50. TOTAL .: 85.30 CHECK 85.30 CHANGE 0.00 3510A000 :15.18 • . . • • 41 • CITY OF TUKWILA Address: 1109 ANDOVER PK W Tenant: CHALLENGER ELECTRICAL EQUIPMENT Type: B-RACK Parcel #: 352304-9110 • Permit No: 992-0342 Status: ISSUED Applied: 09/18/1992 Issued: 10/02/1992 *******4***:***************************************A*********************** • , Permit Conditions:' , : , ' . ' , • 1. No changes Will be made to the plans unless approved by the the Tukwila ' Building .'Division. 2. , A11': permits, inspection recorsts plans shall ; be ma i nta i nad avail ab 1 e Et,; the start of • any . construction ; T,1464111Ocunien is ere'tOsl!Ai':m ntal ne d a v a i l a b l e E.)nti - L:t....iii:kr;inspection :approval I S`;!-'9,t10,,4d 3 All . .Construct;lO'fitte be s td0110 iin confiaManCerlthitplitcVed plans and re 411 1)4,tkie41.6144f.tirm PU 1 l Ili .iCo &e.k(091 4. ‘/01 t■ii,ty •/-4 er fek The 1Pi:tinVe eP i Edition) as ot a ne;‘ „;the Washington State '-'ilgiii1, ii ng\•#0 ,p . plans,! 40,1 s ' and compptatfone shall nO140 I: con1 strued .!5 be i' OI cf;',,,,anA 0 I a t fci tIV of anyfr9 the pib‘i 1 s r l i ons te eit i s cifcre ' or of angootlieW'''' \-V : Vg:: . ,..,....,••: ' , •s ,\, the' purisd44 I 1,... No permi t' presumtng tomgiv authO,`'.01 yiolte ol'oanCe\ ),e Provisions of thiecoite . shal e Aia4,id : o ''' , : ..,• - .„ „,.,.. ' 0 - • . ....--„,,,,_,_ ''' 1 ''''-"--,.•.,,-,.,A,. • • q „. • uto',e •• • '41 4i) • `AliftiO, • • • City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 • (206) 575 -4404 Fire Department Review Control #B92 -0342 Dear Sir: John W. Rants, Mayor September 28, 1992 Re: Challenger Electrical Equipment - 1109 Andover Park West The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 25 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other • representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) Local U.L. central station supervision is required. (City Ordinance #1528) 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. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4 -1.1, 4- 4.1.7.1.1, 4- 4.1.7.5, 4- 4.1.7.6.1) In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue / r i cc: T.F.D. file ncd Page number 2 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Provide a longitudinal flue space, minimum 6 ", between double row racks. 2. "NO SMOKING" areas shall be designated in warehouses, stores, industrial plants, institutions, schools, places of assembly or where combustible materials are stored or handled, when conditions are such as to make smoking a hazard. Please post the following•area(s) with no smoking signs with lettering, size, and location to be clearly visible from adjacent areas (UFC 13.101): (Warehouse) 3. 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 81.102) A permit is required to use any building or portion thereof exceeding 2500 square feet for high - piled combustible storage. (UFC Article 81) 4. 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 COMMENTS: e : No S P t* \ L 1 C- -ov.) w>es P. - ,'J1sWQ1D (-4 R._ tL ■s1J4 1 I ra.srp i.4. 0 S .0 a %vM: 1 -1.wr. Special instructio s: . 1 • C ic.. - r - MC - F 2 ' 12. C.e al 2A C1 iof 19 (...e Requeste . J P( AT ( ; � " T + C t t A . A r J 19 A I /1-vr e -. bF IS tt) L'TS rAT w F ,- . c r.!''C11 -Ac L fr-- 5. . u..., 12. ulti " T I W t - ►t■1 iC. I LT'S O F i k ` . ?AA, ?eft— - L E G M tN` 1t-14: 7""x) 1)..5 • C TIL- t-1 NI- • ■ Inspector: 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( .. Approved per applicable codes. INSPECTION RECORD r` Retain a copy with permit 601 eSif- PERMt N0. (206) 431 -3 •70 ❑ Corrections required prior to approval. 10_ 2r - 0 ?z . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. e : — - F7r ss: wItiMBIPIMi Special instructio s: . Date Want: • Requeste . Phone o.: Inspector: 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( .. Approved per applicable codes. INSPECTION RECORD r` Retain a copy with permit 601 eSif- PERMt N0. (206) 431 -3 •70 ❑ Corrections required prior to approval. 10_ 2r - 0 ?z . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued • • Project Name ()NA t. �c.���t ° 6e.&.4 /cAz Q4,4 / f Address //c1 A. ?•w. Suite # Gary L. VanDusen, Mayor Control No k ` �Z-- Permit No. /6 —7 -9 L Authorized Signature Date LINEAR FEET CITY i OF TUKW!LA RACK STORAGE DIMENSIONS HEIGHT X /Co 3q3 06 TOTAL 5, 5.20 ___222162_ 4411 ORT STEEL Location: DIVISION OF INCE HOLDINGS, LTD. 600 ANDOVER PARK EAST, SEATTLE, WASHINGTON 98188 (206) 575.1671 Challenger Electical Equipment Corporation 1109 Andover. Park West Tukwila, WA 98188 • Material to be stored as: Class 3 products Industrial Risk Insurers 333 City Boulevard West Orange, CA 92668 Contact: Steve Shabazian (714) 939 -6339 Existing Sprinkler System .39 GPM over 5,600 Sq. Ft. Materials stored on top of rack to 20 MATERIAL HANDLING & STORAGE PRODUCTS SIMMONS ; RECEIVED CITY OF TLIKWILA SEP 1 8 `1992 PERMIT CENTER FRAMES PALLET RACKING The LMT design represents the most proven, up -to -date concept in a boltless, easy to assemble, durable stor- age racking system. You will see that precision parts are manufactured to provide ease in assembly. LMT pallet rack has the capabilities to quickly handle changes to meet your needs today, as well as a wide range of applications for tomorrow's storage. • STANDARD -DUTY RACK LM15 Upright The basic systems of modular pallet racking for all regular storage applications, with strength and safety at realistic costs, • MEDIUM -DUTY RACK LM20 Upright The popular range of pallet racking in seismic areas, • HEAVY -DUTY RACK LM30 Upright Features 3" square columns. A rack system for the heavier bads and the high rise, high cube application. • SUPER-DUTY RACK Re- Enforced Uprights These uprights are offered on application only. The uprights offer additional strengths where Impact properties or greater load requirements are needed, Subject to inquiry. BEAMS SECTIONS • ROLLED FORMED BEAM The LBF series is our most cost effective beam with depths from 31 /2" to4 1 /2 ". This beam can span upto 168" forstandard and medium pallet loads. • CLOSED BEAM The LBC series is our highest capacity beam with depths from 3" to 6". This beam can span up to 168" for standard and heavy pallet loads. • OPEN BEAM The LBO series Is for lightweight pallet loadsand hand - loading. This beam can span up to 144" with depths from 2" to 31 /2 ". • Z -BEAM The LBZseries is for hand - loading items. This beam can span up to 120" and has depths from 2" to 3 ". BRACKETS BRACKET FEATURES • The three stud connector has an attached safety lock for a safe and reliable connection to the upright frame. • While most manufacturers only use two studs in their design, LMT beam bracket Is one of the most efficient designs on the market. STANDARD BRACKETS • 3 stud connection with automatic snap lock. High stability and effec- tive load distribution to the upright frame. • 4 stud bracket available as required on larger beams or when specified by LMT Rack Engineering Dept, 6" 3 Stud Bracket 0 0 8" 4 Stud Bracket COLUMN SECTIONS BASE PLATES STANDARD -H 1 5/8 H { "- 3 H BP -15 BP to -20, BP -30 3 3 LM15 LM20, LM30 _ SEISMIC 1 5I8 3 --►{ X0'1 0 BPS -15 BPS-20, BPS -30 LMI5 LM20, LM30 REINFORCED -3 �- 1t --0 I - 3 3-° 0 3 It 0 0 SBP-20 SOP -30 LM20/15 & LM30/15 LM20/20, LM30/20, 1M30/30 LM r HOW TO USE FRAME CAPACITY CHART After determining clearance between shelves and selecting total required ca- pacity for frame; Read vertically from maximum shelf spacing to point where capacity shown equals or exceeds re- quired total frame Toad. UPRIGHT FRAME FEATURES There are absolutely no dead spots along full height of the column, permitting beam placement freedom. Each column has a foot plate pre - punched for lagging to the floor. MAXIMUM RIGIDITY AND STRENGTH The placement of the bracing Is calcu- lated to meet individual upright section requirements. The horizontal and diago- nal bracing, (1 1/2 x 1 1/4), are Inserted and mig welded directly to the columns, COLUMN FACTOR OF SAFETY The factor is based on minimum yield point of 1,92, which conforms to stan- dards of the American Iron & Steel Institute (AISI) and Rack Manufacturers Institute (RMI), 80 70 60 50 40 30 20 10 FRAMES FRAME CAPACITIES 77 ■■ ;,. �i�f!' l f'' 1' �r•': 71 .' i. ��if :r!;1:.]C.. "f':i�'iv�.i %� e':atw ■ �■ ■ ■■ \ "'aG irS: r. # lsl €l6" i "M is ■ "'k =& C;:3L'f. {' ? ?t�•:ce 11'•.31%j a = ■■■ �, t,� Ii.�a vl,z Ir ;s .0 C.■.. .. CC.. ■■■\� k 1y! ,1�1;1 2 1 +3t 111 1 1 1 1 1 1 ■ C ■ C •',�' ■ � ■ ����� ■■ ■I����."" .d �u' yr'ti IIrsaxnx ,. ,..is,. .. i�lr %a:1k:�SCYF:, +.f i.l.' t9�:ae•v;,,.... ■ ■ 0 0" q BEAM SPACING IN INCHES 50' 60" 70' 80" 90" 100" LBF354 , 1 LBF404 i>S 1. LBC30 .. LBC35 11111 T Load Capacity and Deflection for Uniformly Distributed Load. Load Support Beams Longer Than 168' cold-formed steel design manual. Safety Factor Is 1.65 based on steel with minimum yield strength c ONE -PIECE CLOSED BEAM 6" BRACKET STANDARD 214.i 9,998 9,129 8.399 7.777 6,999 6,773 6,363 5,999 5,675 5,384 5,121 4,883 4,666 4,467 4,374 4285 4,117 3,962 3.818 3.635 3,280 2,975 2.711 2.480 2,278 1,941 1.673 0.09 0.10 0.12 0.14 0.18 0.19 0.22 024 0.27 0.30 0.33 0.37 0.40 0.44 0.46 0.47 0.51 0.55 0.60 0.63 0.67 0.70 0.73 0,77 0.80 0.87 0.93 28 30 32 34 37 38 40 42 44 46 54 55 56 58 60 62 64 68 71 74 77 80 86 92 LBC40 1 4 6" BRACKET STANDARD - r t> TWO-PIECE LB 1 a a Q 5,186 4,939 4,715 4.510 4.254 3,625 3,125 1 l� 0.56 0.62 0.68 0.75 0.80 0.87 0.93 1 1, u: Wit 4,818 0,07 - 3 - 13,529 0.08 34 12,447 0.10 36 11,525 0.11 38 10,372 0.14 42 10.038 0.15 43 9,430 0.17 45 8.891 0.19 48 8,410 0.21 50 7,979 0.24 _ 53 7,590 0.26 55 7237 0.29 57 6,915 0.32 60 6,621 0.35 62 6.483 0.36 63 6.350 0.38 65 6,101 0.41 67 5,871 0.44 69 5.658 0.47 72 5,459 0.51 74 78 81 85 89 92 99 106 � 4,568 4,217 3,904 3,626 3,376 3.046 2,763 2.518 2.303 2,115 1.803 1,554 0.54 0.57 0.59 0.61 0.63 0.67 0.70 0.73 0.77 0.80 0.87 0.93 7,757 7.287 6,870 6,499 6,166 5,865 5.592 5.343 4,965 4 760 0.23 0.27 0.30 0.33 0.37 40 42 45 47 49 0.41 51 0.45 54 0.49 56 0.52 58 0.53 59 11,450 10,455 9,618 8,906 8,015 0.11 0.13 0.15 0.18 0.22 29 31 34 36 39 16,583 15.141 13,929 12,898 11,608 11233 10,553 9.950 9,412 8,929 8,494 8,099 7,739 7A09 7,255 7,107 6.828 6,570 6,332 6,109 5,804 5,376 4.898 4,481 4,116 3,507 3.023 0.08 33 0.10 35 0.11 38 0.13 40 0.16 44 0.17 46 0.20 48 0.22 51 0.25 53 0.28 56 0.30 58 0.34 61 0.37 63 0.40 66 0.42 67 0.44 0.47 0.51 0.55 0.59 0.65 0.70 0.73 0.77 0.80 0.87 0.93 69 71 74 76 79 83 86 90 94 98 106 113 LBC45 moo, 'IL m®Kao W �iE1CfEL1B8116'1�� V.�@'2flL1U +I"tlan{m� M E ft9 GT1 1 t� ti$ fr'8 WILT f gp� mwma ppu A MMIN 'm - JUu1 I IIiIH# S E�Fj3Ef;ILL'1<x9FGi�'l�s_ �f31 ' Y'� i�11L�Rfsl�fa�b>s,ss3� CI -In - ."Iy131434Mal t-- X11 !! OC,1f"��GS@7tk1it91tG9tlsl mmpl ��t+31�91E81[ INV MOIN SLi9 7 Lld6"1 locumWiwimmorammaramommm If63f" Oti36rlISIC�18tMMfi91diffltd113 O F31 b76'C87� NN09Gi86�UMEMM P80 tfE t1€1 M I ^•� ItB� ION WSi;B ` yC7L� eql• ® ®['am 10mm Tf11937611�A11 ._ 111 -_ IwtfWS11mm. ®f371L0t$� lLritaEif9s. �� X1®0 miri @G9f3 ! 1911 _ M . , - ' . ' . '/ . mimurAmeoonv , 60" 70' 80" 90" EAM SPACING IN INCHES I: PLATES BP -20, BP-30 C 0 ° C BPS -20, BPS-30 SBP•30 100" Load Capacity and Deflection for Uniformly Distributed Load. Load Support Beams Longer than 168' or of Special Capacity are available upon request. Design of beams conforms with American Iron and Steel Institute Ilght gage cold-formed steel design manual. Safety Factor Is 1.65 based on steel with minimum yield strength of 45,000 pounds per square Inch. ° r O'''LD BEAMS 6" BRACKET STANDARD 2,x.4 �S.ollZ 9,998 0.09 28 9,129 0.10 30 8.399 0.12 32 7,777 0.14 34 6,999 0.18 37 6,773 019 38 6,363 0 22 40 5.999 0 24 42 5.675 0 27 44 x8' 5,384 0 30 46 1i;8.y 5.121 0.33 48 1,0' 4,883 0 37 50 D. 4,666 0.40 52 j;A 4.467 0 44 54 4,374 0 46 55 4,285 0 47 56 4.117 0.51 58 3.962 0.55 60 3.818 0.60 62 3,635 0 63 64 3.280 067 68 2,975 0.70 71 2,711 0 73 74 2,480 0.77 77 2,278 0.80 80 1,941 0.87 86 1.673 0.93 92 2y�" -I I 3 I " LBC30 1 LBC35 11,450 0.11 29 10,455 0.13 31 9,618 0.15 34 8,906 0.18 36 8,015 0.22 39 7.757 0.23 7.287 0.27 6.870 0.30 6,499 0.33 6.166 0.37 5,865 0.41 51 5,592 0,45 54 5,343 0.49 56 4,965 0.52 58 4,760 0.53 59 4.568 0.54 60 4,217 0.57 62 3.904 0.59 65 3.626 0.61 67 3,376 0.63 69 3.046 0.67 2.763 0.70 2.518 0.73 2,303 0.77 2,115 0.80 1,803 0.87 1.554 0.93 1• --- % LBF354 1 c z Qa OC o Na r , L � t LBF404 4- 4 6" BRACKET STANDARD 4" LBC40 ._.......1 LBC45 4% LBF454 L LBF453 7.590 0.26 55 ` ?: Q e k ,.:; 7,237 029 57 :Er„8A57.I 6.915 0.32 60 t a1,0O , 6.621 0.35 62 "`' i7 {Z38 y ' 6.483 0.36 63 7.677,i8t 6,350 0.38 65 6,101 0.41 67 5,871 0.44 69 5,658 0.47 72 5.459 0 51 74 5,186 0.56 78 4,939 0.62 81 4,715 0.68 85 4,510 0.75 89 4,254 0.80 92 3,625 0.87 99 3.125 0.93 106 in C" r. z .a O '6. c w r A T 14,818 0.07 ' a - .; ='0,07, { . . ,13 13,529 008 34 ' 4 15812` ?' 0 0 8 '`j: " 12,447 0. 36 , 14 ' 0:10 >L fi t ' ` 4 1 . 11,525 0.11 38 ,`j,13 e4< ts, 0 11 1 4 10,372 0.14 42 1; �2; 22; % > "c,<p;1Qt 's 9, 10,038 0.15 43 t,&.:;11‘231? x ,60 9,430 0.17 45 '.!i,44.' r rfl 8,891 019 48 10,39.1,* 8,410 0 21 50 i'.9,829 7,979 0.24 53 .0:9;325`43 TWO -PIECE CLOSED B k' 0" 22,928 0.06 38 20,934 0.08 41 19,259 0.09 44 17,833 0.10 47 16,050 0.13 51 15,532 0.14 53 14,591 0.16 56 13,757 0.18 59 13,013 0.20 61 12,346 0.22 64 11,744 0.24 67 11,197 0.27 70 10,700 0.29 73 10,244 0.32 76 10.031 0.33 77 9.826 0.35 79 9,441 0.37 82 9,085 0.40 85 8.754 0.43 88 8,447 0.47 90 8.025 0.52 95 7,643 0.57 99 7.295 0.63 103 6,978 0.68 108 6.687 0.75 112 6,115 0.87 121 5.272 0.93 129 LB02 5" LBC50 ��,, LBC55 c i rye O •L LB030 LB035 - 3,558 0.16 20 3249 0.19 21 2,989 0.22 22 2,768 0.26 24 2,491 0.32 25 2,410 0.34 26 40 42 45 47 49 72 76 79 82 86 92 99 31< 16,583 0,08 33 f 3€ 15,141 0.10 35 13,929 0.11 38 12,898 0.13 40 11,608 0.16 44 11233 0.17 46 10,553 0.20 48 9,950 0.22 51 r 9,412 0.25 53 8929 0.28 56 1 r 8,494 0.30 58 8,099 0.34 61 i 7,739 0.37 63 7,409 0.40 66 7255 0.42 67 7,107 0.44 69 6,828 0.47 71 6,570 0,51 74 6,332 0.55 76 ON 0.59 79 5.804 0.65 83 5,376 0.70 86 by 4,898 an 90 u`• 4,481 0.77 94 4.116 0.80 98 3.507 0.87 106 3,023 0.93 113 OPEN BEAMS 6" BRACKET STANDARD 8" BRACKET STANDARD eye= 18,339 17A86 16,709 15,998 15.665 15,345 14,743 14,187 13,671 13,192 12.532 11,935 11,393 10,897 10.443 9,640 8,848 Deflection limited to 1/180 of span O UW a 8,198 0.09 25 7,486 0.11 27 6,887 0.13 28 6,377 0.15 30 5,739 0.18 33 2,154 0.37 27 t 3 r 0,26`' k 5,217 0.22 36 1.915 0.39 29 028 g: 4.919 025 37 1,713 0.41 30 3 . ;: + •, a � ' 4,653 0.28 39 1,542 0.43 31 8•::0: $ 4,415 0.31 41 -------- - - - ---- - 1,395 0.46 33 ir'. 0 }` 4. , 4,199 0.34 43 1,268 0.48 34 r i i �' } 4,004 0.37 45 1,158 0.50 35 � '8 . "e ' 3,826 0.41 46 1,062 0.52 36 n r' °i f J 3,663 0.44 48 r.~ti r€.a 4.7 �� 1.018 0.53 37 {�;_. a;' ?:.U133 � ytl ! y, 3,587 0.46 49 -- v i �tid i054t €nit 3514 0.48 50 "I _ r 1 "� 1 L,�J 1 amm 3.376 0.52 52 3.248 0.57 54 3,130 0.61 55 2,923 0.63 57 2,638 0.67 60 2,392 0.70 63 2,180 0.73 65 1,994 0.77 68 1.832 0.80 71 5K" 6" LBC55A � LBC60A z a c 35,806 0.06 52 32.692 0.07 56 30,077 0.08 60 27,849 0.10 65 25.064 0.12 71 24.255 0.13 73 22,785 0.15 77 21,483 0.16 81 20,322 0.18 86 19,280 0.20 90 0.22 94 0.25 98 0.27 02 0.30 07 0.31 09 0.32 11 0.35 15 0.38 19 0.40 23 0.43 28 0.48 34 0.53 40 0.58 47 0.64 53 0.69 59 0.81 72 0.93 84 42 46 50 54 60 62 66 70 74 78 82 86 90 94 96 98 102 106 110 114 120 126 132 138 144 156 168 A SKID CHANNELS For use with any Load Support Beam. T Frame 2'/e Depth 30" SC-30 36" SC -36 A0" SC -40 '1 " DRUM CRADLE Model DC WALL TIE Standard Heavy Duty COLUMN PROTECTOR 44" SC -44 48" SC•48 60" SC -60 Frame Depth Wall to Column Part No. Wt. Face 4" Wt,-4 6" Wt.-6 8" Wt, -8 • 10" Wt.-10 12" Wt.-12 Part No. Wt. Cap. 1.8 2.1 2,4 2.7 3,0 8.5 10.0 11.0 12.0 13.0 17.0 970 800 715 650 590 470 Part No. Wt. Cap. 30" SCH•30 11.5 3350 36" SCH•36 13.5 2720 40" SCH•40 15.0 2420 44" SCH•44 17.0 2180 48" SCH•48 18.0 1980 60" SCH -60 22.5 1560 For use with any Load Support Beam to prevent drum from rolling. Base of cradle fits over top of support beam, Can be used singly or in pairs, Shipping Weight each: 3 lbs. Two 7/16" x 1" bolts with nuts Included with each. ACCESSORIES With Flanges Depth of Frame ROW SPACER FORK CLEARANCE BAR Use with any Load 2" Support Beam. Part No. Wt. Cap. 30" CBHF•30 4.7 36" CBHF•36 5.6 40" CBHF•40 6.2 44" CBHF•44 6.8 48" CBHF -48 7.4 60" ' CBHF -60 8.6. 1 21" 1340 1080 955 . 860 780 615 60„ Frame Depth 30" 36" 40 "• 44" 48 ". • 60" Standard Use with beams having' /4" step. 30" CBF -30 3.5 465 30" 36" CBF -36 ' 4.2 375 36" 40" CBF -40 4.6 335 40" 44" CBF•44 5.0 280 44" 48" ' CBF•48 , ' 5.5 • . 230 48" 60" . CBF -60 6,8 140 60" Heavy Duty Use with beams having 1'/2 step, Four 7/16" x 1" bolts with nuts Included with each row spacer. Spacing Part No, Wt. 4" RS-4 6" RS-6 8" RS -8 10" RS -10 12" RS -12 18" RS -18 24" RS -24 36" RS -36 48" RS-48 RS-60 72" RS-72 1.0 1.3 1.7 2,0 2.3 3.1 4,0 6.0 8.0 10.0 12,0 Part No. Wt. FCB -30 FCB•36 FCB -40 FCB•44 FCB•48 FCB•60 30" CBH -30. 4.0 36" CBH•36 ' 5.0 40". .CBH•40 ' 5,5 44" CBH•44 6.0 48" CBH•48 6.7 60" ' CBH•60 8,4 5.0 6,0 7.0 7.5 8.0 10.0 Without Flanges Should only • be used In • 3 " outer support positions. Depth of Part No. Wt. Cap. Frame C8.30 ` 3,0 CB•36 3.6 CB-40 4.0 CB-44 4.5 CB•48' ' 5.0. CB-60 6.3 465 375 335 280 230 140 1340 1080. 955 860 780 615 For Your Other Specialized Racking Needs CAT IF LMT 406 Drive • Storage Systems CAT • LMT 407 Versa & Long-shelf Storage Systems mi LP 0 L T E K IN e Fly. S t. Lodi, California 95241 art Tel: (209) 334-2500 / Fax: (209) 334-1259 Write or call for a free catalog on any of the other systems or materials Lodi Metal Tech offers the material handling industry. Ask about Lodi Metal Tech's Quick Ship Program. CAT • LMT109 Hot Rolled Structural Storage Systems DISTRIBUTED BY: NORTHERN STEEL 600 Andover Park East Seattle, Washington 98188 (206) 5 76-1871 THE MATERIAL HANDLING INSTITUTE, INC. MEMBER COMPANY riuvui 11131111141 RACK MFG. INSTITUTE CAT # LMT 108 /412 Jr &Et. 9-40 co TrzA4-1W 'D iit - R. A-4.40 FizAtiu.el Ark 9/92 9Z3/ Oz. • ..S.rrs'EL . PALLET (ZA Giefs fra. i14 CA4-444.67-1 Grtc1L I? 17 - r• L A . 4,4 ast46. Tge- 1991 Li8c. STD! ,s'ro 27-11 VT Sr (dig ) 1"/ pp4C I 1.0 ) C 2. ir (m A-se) it 6,4 6,ti DIA - M 44.ap-r Fri Aim-(i OFFIES --" 77 . 14(i= FDA: lamd.L..r 54. - PP Y1A- LA.o 1; )`3,1 Oat !Tt$ STer.... 2,74) (e-) , W Ftqi- Tro.141■1 o ivAle 9,W it) 14e.t.t fauks V$-e• SiL RA-C.145 clar 70% LflLL Le aerr-; An iaw 1 1 14 eiktilt CA5t Prvp tcto L'Eq/ FP.R. Deihro , - 1 - q4404stic-Ase : '61stfA4 1t) Ulu. Ct4 4-47,› 0 0 . g • aresi .d.. (2.1r/(„),c 4.-x2.1 - 4its i z - 1.•• • : 711, ii1-47,1 2. 4. f- `)1 . , RECEIVE D CITY OF TUK WILA 7 TEL - 7 7 5:5.8 V 0, 4444 PERMIT CENTER • : e4 Tif 2,log 4/z 4.20 k 4to x 4 S. Zog (,i1A-$4) • brwiT 1. • 1.gx 4,10 1,17 P i g . 6 7 4 - c l f + 3.5g, 7. 11,78 1 .e 1 /2"4. S kt-Iii< 64L-r7 (3 1 /2 ' 67060) Pon Le.v - 7 - A __ 7 ._, ..x 2, p D. 81c . 3, 50 ` :C4.o _#. 4102 z .31 VA, -, 2.J,ss. D.$u y 2,1025 W v4 E.e-t PoL t).}Sp eeTt TJT 4 v/ VA 2. 0. 33 + 0. 2'L = 0, 5S 64 I, 0 the 2- //Z "0 x g1/2 V Mini' 144.1K 4.1 (got? (3 Emt3 ) p iz 4775' scar aLk j2ACkS kfet V ''. 0,S.t. -0 ". ( .7&T/ )* 4 k 4.10 Z /1 S9J k '44 " J& &L.co2 sus M 2'41, , 6? " a t 44.. 4t sEls . g • �rZAq R z 2.90 K kJ 2 z S, 8'0 k 074 1 ) .10 a 4 L $ . 2p k (A) U L L.F l T I.5 K 5, G e? +o .rr 0 o p, k. t. C), $ d k 1 Cc . vM•M n1Ax Ake PG = _8.264 - 5:6p 7 /3:f1d _ 2- x s� " L4) "4 a 073 ( ) /2 " C - psa 2• 2.302. 0.10 .. '3.2Z' Lc (i- :Pr 4421 1Areo ... 3/ 8 1 NIA 2< 2 .Gas a.7o : 3. GIs' k 141 SPA ckt. sr sP Ecr TiTA +'` V A , 0,91 -t- .D, 22 1.03 ' 1 (0��� 3 °% odn. s,¢ plc y L1se Z- 4 "0 x Y2 4 gar ji alsc,TS C 3 12" I36) peiz, ! M 41" 3774 MZ $$- 023/ �. � Sre-Eq. ark 9/12. i'4047e 64- e ti ). s' L44 61 00 Os' ArL t Le. tc , 390 6P-ke4 2. 3 S I( . . . . . . 14 GA ST 12.u.-r r- osa41 A S ;u2' rwtt-1 (= 0.40414 Lie-Lo 7. I. (.. 4 4:3 — z )3g, 24 14)04 eFfie 7.1i1 95 k-44: rtk z 1.96 & 4/ k e k L4 i—r = fs" , • 6, ty- /2. 4,8'S 4,33 9.3114 43" AP-Ace L & 9 0 »h+ ar411 3 4AYJ 0-4 A- 12-0-0 ■°.. 4oe-o. 6,So + 1,90 •=. Um Fore ItitA %IP/414J gt R-110 10 3 eivo t be. a . /4 cris 9 2 3 / 4 N-4 • * (tkg• ‘ 1 3 04 IA 471y) d"1 "` 2114' ,12. g' 004.3 k c' , O. 043 1 " P 0 21 7 I , - t it I O !• ; I ,e44if !upt.LE-t- 0-1 .,. .444 ;Dtg- 4.zo;.. 2.44-) /-,r, 24- c. .9- 'JO uparr t i i A- j S b i. &to rt)<Iiii '‘ Foa Gitito:i pb4-O. ‘ , , twin 04 :.. 8,84 ../. oar (4196 ) x t4/ i /, .14 ' ) P q 46741-$4 I46-0 L.,3 5 1,77 A kJethi . 4 4_ 4,24-e 4-1 ae4-Cleer J-r-tr A44 32, &c, k "A oE-Lo Sts • MA a 11,63 ic • Aiwa 1,5 0 k > &Ay) D.$S (4.1012) A ict4 s z 31,17 k 'Fbk . 7. 1441: • 6 gr 27 1(44 a;* > 5 4-.1 D/2.) (ickl) 61T • 3gli- q p cry) w• 4, GO Li to P, go 4' Di > A St, SP,-,j5 1444 Os 'J G 4— 4 6711,0 F vt try Fen. ap.A Loh* et-to /4 U185/ 1,112,1 • 0,1s 3,1A) x ei Orilla ass,' 1,8F- 4.04 1.4 e' i4 k 3-P N-tifeta (04,4446c 86 MA z 11.9 k aeLp s*is M ;,7 k" ceurroc,f ■97,10 6740 110 (:#1/2,5 k%/e inn I' 5 ( ( 4 ) 3 , 0,2c = p.21. 5 , 3 0 87/4 9-q2 . • ZS / 4 N-276.6-1. GoLU nw,1 s ,A2t. LA.C.0 4,44.FS 1.41 3_6 $. 6'.123 k .' AM2- F , 3 7eo ti I z 3 (4,,s02-/z r s . ?r ri K Ad or k 4 s t / . P: 4,/14/a S.2 k w •c /, ST n arm 1-9e. 10,17 I.o t (-1.111 r) Z l a C 44.7471 t s 3 G, o .. t 1.11.4 r z 4( is =7 Pa = 22,2 .9 k - / f... 3f ...Ai', . �.... /. II,C -Sr Pi kr et i .�C. o Gt. : pu. ■SU 4x7 /S' ) kfeIJ . s etlm Uti. 7a Pi m* Lc» r Pc , /I,7' `ex; '-o-' ) 3 +,4 lam i, i L l ` y 36 fol.' 11 M Cls! tit 0 ', 7 " S iFtm : 7 4r'J eo . �x r dots ' .. 1 044 er k 12 " x t/L " a'kht'P)1 IlA-r e /4 eat ' ' 9Z3I 5 3 N- STE -E-t. &.77 9 -42 t``�....;.. ��'`.._...: Ld, 0.4.g CULa1it E. 411A.$ r� (g4 /r) oYS S.SZ& " 5,01c. A r T C1 Sz) = 643.07 vn i 1 , 8 �4or =2 d�C A ltoo = z447 S1,Az ul g. s11 c ( VI 2. K I/ C. Ff, 634 14 SLk13 s- (1Z) c4 . S , 0 . z 1 3 ks.! ki4U- PCA at-F. 4, SLA-$ '114-tccc DESL.6 -' F-02 ZNOus7 /e, ,44 00 re q Ice/ rx. 1414 .ratt Vicu R 1 /3 F*2 JEt4mt -C s7 rt 4 13 ,S'c.6-4,4 I koteic et 1310 U 3 � i c � er 1 Zk l 2 S kf-•_ r 1 lit . D,0et-6 c 4.srrlz 14 ITN- z 3A lam' ....- .�...� --- o.442, -41 0, 072. k 9 .239 is. ok ��.:.. b 6 L / 41 6774 7-92. , I, ...... 2. s - 43 ks, el( 4 , ( 4-14-eldi /4 ..f= .2!..03 ('/' a) 4. . g?!.." el / • ..f tke 0, Z/Z ks.! - wi+te-44 . ta (Pik 4 xfacc.i ar 239 i;.' re'Afr ,e4DIA14 t 6441 6.77o SVCL a = 7:1 6,770+ 9) 7 g/ 2 . . . i . . . . . . . • . . . . . . . , . , . . ... ; , ; . • :.• . , , , ... . . . . . , , . ,,, . . • , . .„. 77:7777. • yZ,3 I ••••,••■••■•,•1•7- 7 Gk. 't Aa.tA WT, r,� ' Ili 14 5x Yr-r I- `c 5-II rYY A 4 14. .040 .2297 .174 19. .08c33 i 1190 ;6 :c3lg id45'6 ;4006 .4.1c ° • 14 ,o1S -Z83g ,956 15• .10 B 1 . let-40 .61 65 .D ;o564 . 404 . I ,v 12 't lo .10s ;5885 bl 10•' .1 ci- 16 ;1 S90 ,roo41 ;06 _ .a'767 _. 3.49`i .44c S .11S .4.8'18 1.643 8.'•s . 17o6 ,2215' .5914 .0'164. .1.)°‘c . `i56 A 55 * 7 .1E7 .6419 z,1BZ 5•ia ,1-102 ,%so3. .56016, .0977 .1270.. •?Ss3 • AS .1S .,8212, 2.765 4.°° ;1.426 .•37.35 ,5 .11 84 • iJ6oS .?796 • S13-9 " � • L ODI En. tiC. LODI. CALIFORNIA 0 0 iz IU 10 8' 0 C l" Q X 5' 4' 1 I 'i4 YY I ..- ! .... « 1 i i I ;x.99 • }. .1....1 .- II l L L IA Z CZA l tJ c.1 ED p14 -f 51 CAL PPE2TIC-S DATE 7 /24 /.g 1 tk a' 1• 30 40 St, 60 at\LL0W 1 L . Ax1A L.. LoAtz) P1siz, A151 19 so Nctztol4o I I i 4 1 1 1 1 , • - NOI REVISIONS 1 I I I i I • I 7o g a n • DRAWING NC IDAT MODEL F p C' Ix In Sx Ina rx In 1y 1n Sy In ry In AREA In 2 LB020 .075 2 .75 .2928 .274 .716 _ .6033 .4133 1.031 .5718 LB030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 L8035 .075 3.5 .75 1.1854 .6313 1.223 .9475 .6712 1.093 .7922 LBC30 .075 3 .75 1.3689 .8817 .184 .9403 .6099 .9820 .975 LBC35 .075 3.5 .75 1.951 1.0473 1.363 .9705 .6159 .9614 1.050 LBC40 LBC45 .075 .075 4 4.5 1.5 1.5 2.6631 3.5073 1.2769 1.5033 1.538 1.709 1.105 1.24.49 .7096 .8025 .9921 1.018 1.125 1.200 LBC50 .075 5 1.5 4.6437 1.7E55 1.908 1.3902 .9029 1.044 1.275 LBC55 .075 5.5 1.5 5.7951 2.0453 2.071 1.5269 .9975 1.238 1.350 LBC55A .105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876 LBC60A .105 6 1.5 9.587 3.1421 2.192 2.1979 1.4517 1.049 1.995 LBF354 .075 3.5 1.5 1,4739 .7699 l 1.267 .9284 .6242 1.006 .9181 LBF404 .075 4 1.5 2.05121 .9481 1 1.437 1.0635 .7190 1.035 .9931 LBF454 .075 4.5 1.5 2.75261 1 ,141 1 .605 , 1.1 984 .8143 1.059 1.0681 LBF453 .090 4.5 1.5 3.2113' 1.333 1 1.598 1.3985 .9497 1.054 1.2578 BEAM SECTION PROPERTIES � - 2 3/4 7/B - .1 7/8 x f f\4. . r. P.S.TINGEY DATE BAPR.'91 R -1 REVISION NA. DATE BY z/9 k 65 hst fv: 26,oksy • .cAr 2 4. D s .4/3 1�cRr 4 - if-.4 STEEL . gn` q/9 � # 923/ STo./40 A-re-a L k T 3 -P4 Pa gAexer Mo a -►.►-t c.h-PAcLn f P«, Mmrcrc 1,44 15 G! nt F .. 44 {cs. C oL.0 M 0Am .. 1.s . Alt M A- 516 6.--12 42 w t • Lr. Pte . s ....fin ._. X92 1 _:... � ._...._ :.�.. Us we 4+i ¶Y p . D. 4- � � FoR P•) WitCft Skt D Uc6Ac , F = 1.O F.. 5 Cow OA a f.. .1 L. p`" sue C'eni4 +i.. IS" a R. 2n o ;P,: 0/12) o,v7SA 5! rock 4c4 1. 5o 111 y.... .. LM iS - !~M 20 • .. • toLuµ45* (t• •b75 1 ). 11 c • - :l .i4 3 coL (t • o. loS 1 ) ..p ����'�. .A.IOS • 5 ` ,. .2.09 k . . SO FDR Lod 15 0t Liv12z) Lot-um/45 P,. 1. F.52 Lwl . CAL,Luks 1-1A 1.5064--.746:b + Z `lski + .1 12. $ % 12, 31 ? 4/3 I4. S ,'14 Of63A,5(;) 12 sEI s MA vtz 1 3. 4s ��`' 1 3. 4 r.% 4 ID N -sr e-et Come - foga- - teqr PA) o /S774 ?-'72. 923/ 4- PIM L !ACE Al441.) ivtiVINT UP MA-VeletAk- lt C (ota 44 144 2 CoLutv.H 6#1,44 s A 51,n GR 4,0 worig = 4• i • 53 1 ?tti DiAim&rm • I. Arg.E..4 n 014 oq tet, I 4 g_ P'1 MIMI:721w- U. F,/ , 4 F:( x• 11.4c. ks 1 11 caL Actg, tnet- Ppq f&-it P ,o42$(*11.4 I (03 ot-I 0115 oa LM. Z o CoWN-A c75" Po 0/30 07S X 51 1. I. CO k 61144G OW L14 30 Col, &E. ./0• P.0 . 14 • - • 0. ••• ••■•• US FP 7 CO 14 E D4 .45 • Vil• 1,41 4CS • • • • •• • • •••••• • •••1 • • • • • • • • ..■• • , ro 14 lo CoL5 LH:17 pg. * Lk ; ?4, — * 1-14 3 C.Gtj k ;' 1. 4.1s 4- 0.75 + Z7s 1 1-:74 2 • 560mte- MA -b •4: A . le .1r. 1.1s et- 4.1s7) EIS Iv A SZ 1,„ "44 /1 MODEL E C = C I B in X In x C C S In t' In .t 30: S In r In AREA in LM 15 .075 3 1.625 .689 .582 .388 1.156 .205 .219 .686 .411 LM20 .075 3 3 1.435 1.023 .682 1.263 .872 .557 1.165 .618 LM30 .105 3 3 1.45 1.373 .915 1,249 1.164 .752 1.15 .859 75 3 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 W20/15'7: 4.625 LM20 /20' 3 6 2.714 2.222 1.481 1.268 4.701 1.431 1.845 1.349 LM30/15'1 075 3 4.625 2.789 2.126 1.417 1.23 3.052 1.094 1.473 1.384 LM30/20 LM30/30110 ' 0� 5 !ei N? 1 ID (O 1 2.951 2.707 2.568 2.98 1.712 1.986 1.262 1.256 5.45 1.788 6.387 1.94 rte: 1.838 1.839 1.590 1.875 COLUMN SECTION PROPERTIES B .87 Lars-- LM X P.S.TINGEY DATE 8APR.'91 R REVISION Na DATE I BY LM / �,_ x GLOBE -WEIS 9 OUT 4 NUMBER, SUBDIVISION OR NAME TAKEN BY NUMBER, SUBDIVISION OR NAME TAKEN BY NUMBER, SUBDIVISION OR NAME TAKEN BY Af`I;,NING 40 Z7 1111 �iiilillrlu lrilhl 1 .111111111prio , i , ir ,:. I I 22// . 1 1 r , :„ r � .:, _ ,�1 I 11 I I 33 N o.18 a "'s".... •1 BAY FRONT ELEVATION COLUMN A B C T 1 TYPE (IN.) (IN.) (IN.) (IN.) LM30 3.00 3.00 1.50 0.105 RIGID ROW SPACER SPACER - - -- � _--- �-- B - - - -- - T _- AMOUNT TYPE (IN.) (IN.) (IN.) RS--4 4 4 .060 RS -6 6 4 .060 RS - -8 8 4 .060 RS -10 10 4 .060 RS-12 12 4 .060 RS -18 18 4 .060 - _ RS -24 24 4 .060 RS -36 t 36 4 .060 RS -48 48 4 .060 RS -•60 60 4 .060 RS -72 72 4 .060 SPACERS TOTAL COLUMN A B C T TYPE (IN.) (IN.) (IN.) (IN.) LM30 192 45 56 40 I j LBC BEAMS BACK TO BACK SINGLE VIE SIDE ELEVATIONS LENGTH BEAM A B C (IN.) TYPE (lip.) (!N.) (IN.) I IN.) LB020 2.75 2.00 .75 1 ; ` .075 LBO30 2.75 3.00 .75 /8: .075 LB035 2.75 ! 3.50 .:5 5 .075 LBC30 2.75 3.00. ` 1.875 .075 LBC35 2.75 3.50 . s ' `. . 1.875 .075 I.JBC40 2.75 4.00'' . }:':50 1.875 .075 LBC45 2.75 4.50 1 1.875 .075 144 LBC50 2.75 5.00 1.50 1.875 .075 LBC55 2.75 5.50 1.50 1.875 .075 LBC55A 2.75 ` 5.,.50 1.50 1.875 .105 LBC6OA 2.7 br , 64o 1.50 1.875 .105 LBF353 x.50 1.50 1.875 .089 LBF354 x'2.7 Y 3.50 1.50 1.875 .075 96 LBF404.. 4.00 '1.50 1.875 .075 LENGTH T TOTAL BASE A B C T PLATE (IN.) (IN.) (IN.) (IN.) BPS 7 4 0.375 SHIM 12 8 0.50 SHIM 12 12 0.50 D PLATE WELDS NOTES: 1. PALLET RACKS ARE MFD BY LODI METAL TECH (LMT) OF LODI, CA. 2. STEEL FOR ALL RACK ELENENTS CONFORMS TO ASTM A 570 GR 40 WIT Fy =45 KSI, AND Fu= =65 KSI. 3. STEEL FOR BASEPLATES CONFORMS TO ASTM A36 W/ Fy =36 KSI , AND Fu= 58 KSI. 4. ' MAXIMUM LOAD SHALL BE AS FOLLOWS: 144" SPANS; 4,000 LBS/LEVEL /BEAM PAIR '96" SPANS; 3,000 LBS/LEVEL/BEAM PAIR 5. •CONCRETE SLAB IS GIVEN AS A 4 1/2" THICK WITH fc' =3,000 PSI AND NO REINFORCING. 6. ALLOWABLE SOIL BEARING IS 2 PSF FOR GRAVITY LOADS, AND 2,667 PSF FOR SEISMIC OR SEISMIC + GRAVITY LOADS. 7. ALL UPRIGHTS COLUMNS ARE MODEL LM30. 8. ALL BEAMS ARE MODEL TYPES AS FOLLOWS; (A) 144" SPANS -LBC50 • (B) 96" SPANS- LBF404 9. BEAM TO COLUMN CONNECTIONS FOR LBC50 BEAMS UTILIZE 4--PIN BRACKETS, AND STANDARD "A" WELDS; 96" LBF404 BEAMS UTILIZE 3 -PIN BRACKETS, AND STANDARD "A" WELDS. 10. TIE -DOWN ANCHORS SHALL BE HILT! KWIK -BOLT WITH SPECIAL INSPECTION: A) BACK -TO -BACK RACK; USE 2-1/2" 0 X 5 1/2" KWIK -BOLTS 3 1/2" EMBEDMENT MIN.) PER BASE PLATE. B)• SINGLE ROW RACK; USE 2-5/8"0 X 5 1/2" KWIK- -BOLTS (3 1/2" EMBEDMENT MIN.) PER BAS PLATE. 11. BASE PLATES: ALL COLUMN BASE PLATES SHALL BE 4" X 7" X 3/8" PROVIDE SHIM PLATES AS FOLLOWS: (A) BACK -TO -BACK: PROVIDE 8" X 12" X 1 /2" PLATES ( B) SINGLE RACK: PROVIDE 12" X 12" X 1/2" PLATES. BPS STYLE BASE PLATES -- SPRING LOCK BEAM SAFETY LACK PIN CROSS STAKE 3 PLACES BEAM BRACKET STUD BRACKEE 7 ASTM A570 OR38 BEAM SAFETY LDCK PIN --- /4-5/ / If_ 1/4' iJ"' 3 3 PIN CONNECTOR 8" EA BM BRACKET ASSY. AMOUNT A B TY (IN.) (IN.) WIK -BOL 5.5 .5 WIK-BOL 5.5 0.625 BOLTS TOTAL Floor Anchor Detai MIN. EMBEDMENT 3 1/2" ANCHOR BOLTS SEE SPECIFICATIONS FOR DETAILS C1010 COLD HEAD QUALITY. BEAM BRACKET STUD SEE DETAIL C1006 COLD HEAD QUALf1Y. BEAM SAFETY LOCK PIN. 4 PIN CON NECTOR � END PLATE KEY OF WELDS. ANCHOR BOLTS SEE END BRACKETS STRUTS ExPIRES 7! 1419 0' -1 1/4' [1.25'] SPRING .030 C1075 SPRING STEEL HARDENED TO RC44 -48 BEAM SAFETY LOCK PIN COLUMN A B T TYPE (IN.) (IN.) (IN.) LM30 1.25 1.50 .0.075 i,�: "5f DMS1ON RECEIVED CITY OF TUKWiLA SEP 1 8 1992 PERMIT CENTER SPRING LOCK ASSY. co N) 0 0 WW z ( n w O O cn w ¢ W Wi n. D W Z W ;, u- Z pc O Q < w > _ (..D Oa o" Q_ 0 O Z 1 jQ 11 W ow 0 O - uj z �oz u ; Q- z cr z °rz O = Qcc z� a 0 zom ( ,- - a - - J Cr F• OwCC Z 00 ti 4 N T 0) 0 S APPROXIMATE LINE AT BOTTOM OF TRUSSES APPROXIMATE LINE AT ESOTTOM OF L Ital-1Te 2 ' • 3 LEcTiv SCALE: 1/4' = 1'.-0' WISER OF UPRIGi -41 NUM5ER OF 5EAM5 — IT: NUMBER OF 5E4MS — 8I: SEE "DeArt4N G D 0380 f1 cot (ZAe k l nAg , L3 SAC _ 3' S LECTIvE PALLET 4CK El NUMBER OF ►4Y5: NUMBER OF USABLE PALLET POSITIONS: N ". N • APPROXIMATE LINE AT E3OTTOM OF TRUSSES APPROXIMATE LINE AT BOTTOM OF L ICs 4TS I I "—N II � /''\ I SECTI SCALE: 1/4" = e I � r r , ; : . ` y . r i r 1 fi r . r � ; , � � y.; I ` ' t f I ' l I I 3 4I 12' -O' 1 S IF 'iN : 41' HIGH DOCK 54L: 1/S" 1 -0' 0 II i i 4440.4644•4444. 8 5E41 r 12'-O' - 3EAM Wil/":0 14' -10' OFF ICE EXIT/ENTRANCE , f I X r HAND STACK L. 4NIDSC F ING PROPOSED WAREousE• FLOR PLAN `EXPIRES in 14/914 9 —/64 2_ fi 12' -b' CITY OF TUKWILA APPROVED •0 C - :i 199 E3i Iu i 1G DIVISION 1 , 0' NEATER 14' -1' CLEAR NEIG -4T NORT 4 I understand that the Plan Check approvals are subgect to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowled I By....0 Q iij Date 10' Z. - q2. Permit No 9 . PRINTED SEP 31992 PINNACLE CONSULTING GROUP GRAPHIC SCALE: 1/8' * PROINIvED CITY OF TUKWILA SEP 18 PEkMIT CENTER COPYRIGHT 1992 PINNACLE CONSULTING GROUP, INC. ALL RIGHTS RESERVED. REPRODUCTION IN WHOLE OR IN PART .IS STRICTLY PROHIBITED. , m 144' CLEAN? Air 7 L 141'c1og. S APPROXIMATE LINE AT BOTTOM OF TRUSSES APPROXIMATE LINE AT ESOTTOM OF L Ital-1Te 2 ' • 3 LEcTiv SCALE: 1/4' = 1'.-0' WISER OF UPRIGi -41 NUM5ER OF 5EAM5 — IT: NUMBER OF 5E4MS — 8I: SEE "DeArt4N G D 0380 f1 cot (ZAe k l nAg , L3 SAC _ 3' S LECTIvE PALLET 4CK El NUMBER OF ►4Y5: NUMBER OF USABLE PALLET POSITIONS: N ". N • APPROXIMATE LINE AT E3OTTOM OF TRUSSES APPROXIMATE LINE AT BOTTOM OF L ICs 4TS I I "—N II � /''\ I SECTI SCALE: 1/4" = e I � r r , ; : . ` y . r i r 1 fi r . r � ; , � � y.; I ` ' t f I ' l I I 3 4I 12' -O' 1 S IF 'iN : 41' HIGH DOCK 54L: 1/S" 1 -0' 0 II i i 4440.4644•4444. 8 5E41 r 12'-O' - 3EAM Wil/":0 14' -10' OFF ICE EXIT/ENTRANCE , f I X r HAND STACK L. 4NIDSC F ING PROPOSED WAREousE• FLOR PLAN `EXPIRES in 14/914 9 —/64 2_ fi 12' -b' CITY OF TUKWILA APPROVED •0 C - :i 199 E3i Iu i 1G DIVISION 1 , 0' NEATER 14' -1' CLEAR NEIG -4T NORT 4 I understand that the Plan Check approvals are subgect to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowled I By....0 Q iij Date 10' Z. - q2. Permit No 9 . PRINTED SEP 31992 PINNACLE CONSULTING GROUP GRAPHIC SCALE: 1/8' * PROINIvED CITY OF TUKWILA SEP 18 PEkMIT CENTER COPYRIGHT 1992 PINNACLE CONSULTING GROUP, INC. ALL RIGHTS RESERVED. REPRODUCTION IN WHOLE OR IN PART .IS STRICTLY PROHIBITED.