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HomeMy WebLinkAboutPermit B95-0043 - COMP USA - STORAGE RACKS City 0 ily_kwt r (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B95 -0043 Status: ISSUED Type: B -RACK Issued: 02/17/1995 Category: Expires: 08/16/1995 Address: 17400 SOUTHCENTER PY Suite: Location: Parcel #: 262304 -9120 Zoning: Contractor License No.: SDLCO * *231BQ TENANT COMP USA 17400 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER PACIFIC NORTHWEST GROUP A 5601 6TH AVE S, SEATTLE WA 98108 CONTACT JON R BAILEY Phone: 214 596 -4762 2153 ANGYLE DE, PLANO, TX 75023 CONTRACTOR SDL CORPORATION Phone: 206 649 -9008 3150 RICHARDS RD SE,•BELLEVUE, WA 98009 **************************************,***** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** Permit Description: INSTALL RETAIL RACK IN AN EXISTING TENANT SPACE. Rack Storage Dimensions - Linear Feet x Height = Totais 380 10.0 -. 3,800 200 8.0 ='1,600 •0 r 0 • 0 ' 0 5';400 UBC Edition: 1991 Valuation: 18 Total Permit Fee: 331.20, * * ** * * * ' ************************************* * * * * * * * * * * * * * * * * *•* * * ** * * * ** as-L-1-:95 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 this permit does not presume to give authority to violate or cancel the provisions of any other ,state or local laws regulating construction or - _performance of work. I am authorized to sign for and obtain this d •ermit. Signature : ---_ Date : j7. 9•S Print Name: C1eZ(. Tit1e X.& *Li 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. .�,�- -- 4w '4, ' ' . CITY OF TUKWIL A* o Department of Co,„inunity Development -• Permit Cent &, . 61 , Pa _ 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 • 19( ' (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJE T NAME NUMBER 9 2A5 A SITE ADDRESS SUITE NO. (3 n0`I3 1 'r v n o 1)* CeAf• q ..-- 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. . DATE DEPARTMENT DATE IN A REQUIREMENTS 1: COMMENTS X BUILDING - 0_9_9 Zi /a C Gv • NSULTANT: Date Sent - Date Approved - initial review -O TED IRE r )1/Vie/ it) FIRE PROTECTION: ei Sprinklers a Detectors N/A ^_ FIRE DEPT. LETTER DATED: /y y ( INSPECTOR: s/ INIT: �Y "1 a PLANNING ZONING: IBAR/LAND USE CONDITIONS? Yes No REFERENCE FILE NOS.: _ INIT: MINIMUM SETBACKS: N- S- E- W- PUBLIC UTILITY PERMITS REQUIRED? Li Yes (J No PUBLIC WORKS LETTER DATED: WORKS INIT: 0 OTHER INIT' Z BUILDING - 2 j \ (6l TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT: G4-- 12-AcK-5 OYes No ) 6161 BUILDING / OFFICIAL 2j tts h � � . INIT: z . REVIEW COMPLETED AMOUNT CONTACTED OWING: L W:1 • ► ger DATE NOTIFIED.. f _ (7 : Q l(1 + �5 (init� 3 2nd NOTIFICATION Oo13� 6.:1. BY: Q-e . O C Y (- 1 (Q - aS (init.) •---4 *ti---i-t-44- 3RD NOTIFICATION BY: (init.) I 01 /00 /93 BUILDIk3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION AMOUNT RCPT pA7E: BUILDING PERMIT FEE l= , OO PLAN NUMBER CHECK � — 001+3 BUILDING CHECK FEE: j gF;', rI7 BUILDING SURCHARGE 4 5 OTHER: ; "; F /.SL <LD..Ol.1T COIVIPLTEL;Y , �;. TOTAL -. SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ PROJECT NAME/TENANT ASSESSOR ACCOUNT # TYPE OF U New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: .hack Storage 0 Reroof ❑ Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: _s � /✓.STif ct�4T�o.c y'f 4 f '/L BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: G,Bmr'�/T�:•� WILL THERE BE A CHANGE IN USE? .,.-No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: /4'4 Tenant Space:,, Area of Constructionp ,,0?a4 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING ? 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ,rinklers 'tomatic Fire Alarm System PROPERTY OWNER T... zoo PHONE ADDRESS ZIP CONTRACTOR. PHONE ADDRESS / //� Z �i v�r �.: / si .✓ �� ZIP,/70‘ WA. ST. CONTRACTOR'S LICENSE # EXP. DATE A 1� �.�'cS' ��2�ii ✓G� �ini� ,/1/G -: to � /lG� ZIP 1 HEREBY CERTIFY :THAT 1 HAVE READ 'AND EXAMINED :THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND: CORRECT;. 1 AM `;4UT�, ORIZED:::TO APPLY, FOR,THIS;P RMIT BUILDING OWNER SIGNATUR /=.' DATE OR PRIN ► ME r' PH NE 9 � AUTHORIZED 94...7d, -7� Z AGENT ADDRESS CITY �� •� �� -- L A.4, /i 0. CONTACT PERSON PH Z APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Depart mpggerpmmunity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES _ q_ q5 FEB 0 9 1995 6-- -- - 9 S 10/22/09 PERMIT CENTER , SU6M1TTAL CHECKLIST COMMERCIAL . • - -... : , ...:- . ..:.: . ..: . .::::::::::•: . : , i . ::::: , ..:.....::::::: , :::::::::::: ; :.:::::: : :j PROVEmEN T S : : : : : , :::t.: . ::::::::::::::::::;::: , :::::i , ::::::::::::::::::::::::::::::::::,.,.:, , ,::::.,::.,..: COMM IAl';'.7r ' . ' • • -. ....:' 1' tiC.atiOn'arie: COMM ERCIALBUILDINGS/ADDITIONS::::•":,.. ,.......... ,...... ,‘. 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Site' plan may bei'coMbitlOc.11,:''''P9:::::':':.;: ;::::77,77.7...:MaterlEi!.t?;eli101nstalle i,.. • :. .....i .,.. ...... , .. ,„; ....,..i.. : ... : „ : ..., : .... -. ...... • ,.... : •;::::::: . :• • ••:: . .:::::: : ::itiG iiiiiii : •aios i ::::::„. forspe011lo,'Stibmittat eoulrumonts... . tjNgioiTi,iiiiiiit .appilajoi) 6117...ehaolcliSt,:i;.....!.;....:;:;.,„::;......;...;,...„.,;.;:.*„....:„.„....,......„..::•:', :•: • ':•1Otie.i'l'.iaiiitlitidir.i.o0O„pfli,t,,f...7.f:::::::::::::i:::::::::.;:i::::::::::::::ial:I:.:::::::::ii:::::::: top .. . ..;4rid soils i: inforditglOrt.,.( ill iiil:ll.Uti4iii: i'.ii',. N.O.T4::6:.0(1.11.1it•I°11;::::..:g.:,,;:..!.:lii-:'10;ilifiii;i:,.i:".:;;;i1:.;!;;;;I::..::!::::::::::g.':$1A::::ii::::::::::::::::::::::::::::::::.:::::::::::!...:::;:i.::::::::*:::::::-....:::.:::,...:.............. :::::::::;q;:::::;•::::,:,:.A..::::: :Ii•°! . ......... • . fte'''O'ondltioh.4.. ..... ...... • 1. i f . dr* A**** Aa r*,* A********* h4* kA• k**** Ak A*** •A *** ,A **A' * &k **/t'k*** * */r * *kkA GENERA 11.30 CITY OF TUKWILA, . WA TRHYN,3M]:� GENERA 128.70 **' kA "k**•A**k** *t,***•k'A* *** *k'.' ** **A :k *A k* *k** ****Vii•* *****•fir 'k* * -k'h.A* . ::TOTAL 140.00 : . TRANSMIT Number ;' 84001812 Amo.unt.,: 11.3.6 02 12:4J CASH 140.00. Payment Methad: :CASH. tdotation: COMP USI In 'C' O CHANGE '0.00 .. _ _. _.. . _ _..• _ ... _ 4/09 _ 9971A000 15.24 • Perm it Na: 1395 00.43. ,.TY:Pi'n 0 )2AGIC RACK STORAC3E • PERMIT. P r•ce1 Na: `••2(23O4- 912O. site. Add► ^e.a r. .14409 S0U't HC .N 'I Ef2 P Y, • Total FaoS: , 331.20;.: • This PF►ynierit 1 J..3O _: Total ALL Pmta:s •1.40.00 . 0 a l arrc:G : : 191 .20 ... : o 1" kAk***' kA * * *_1%* * *tA ** ** * * * * *. * *: *'k *,** r * * * * *'k* *'k * ** * ** *, * *:�4 ** *ac *A' ** Account Code Deiar;1Rtian Amaun•t 000/322.100 f3U3'.:DINP •- •NON . 11.30,: . • t' T,I 3F , i ° + ° s t Y+l s , 27 R* " ) ! i; ..,! '" S S f ,7 t U a / f r r :t f s� { , {, t °` T t ..... ::,..: '. 7;. .w ,.) *.. uY.. +•$rl; „• 2.1 I1S ' ' g . . , 0 ' . . . . . . . . . . „ . **kk***4******A*v1.*****4*,'!****.(**********A*A**4e*******A.*********h -.. CITY OF TUKWILA, WA TRANSMIT , my.i.,.. , ... :TRANSMIT Number: 940018t1 Amount: , . ., 128.70 02/09/95 .12:20 Payment Method:, CASH '- Notation: COMP USA .- Init:28A°, , • ' -''.: _ ,I„. :.. •:-•"" PermitNO'::895 -0043 :Tyje: '8 -RACK : RACK sTo,Ropt: PERMT Parcel :NO: 262304•9120 , . , • „ S it Address: 17400 SQUIHCENTER 1 . - ":, , • ...,. , ::'' , ': ' .. , . :. Total Fees: : • 331.20 ' ' . , This „Payment , ' 1.28.70 : Total ALL Pints: 128.70 „ • Balance: ' 202.5'6 . ' : . • Ithikic.A**,,,,,,:k**4,*:*::*4**,i*A.A**4,4.A************A****4****Ar****4-0,* ,,,,,,„--- • : . : Account Code Des PI^ i pt ion ' AthoUtit .,•: :, . , ,.:,,,... 000/345.830 :. 'PLAN CHECK - NONRES • 128.7() '' '. '' . : •:,':',.; .. . . _ _ __ .......... . . . , . „ . . . . , . . , . • . • • • • • . . „ • : , , . : ' „ • . . „ . . ,?, . . • . • ' • : , : ” • . : , : .. .. . • " ', ., '., 2 . '' ; , :.•:.: ' •' ,,':', . :' : ' ' ' .: ..: ., :'• :: - : . , . - : : • : : ' . ' .).‘:: -.", :;::: • ..",•:: ::.-,-, .., ,:', : ,,,:: • ,,.:,,, :.;,,.:.,,,,-..--„,.;•,„:,,,. ,„„,, :.,:•.,,:,..•:,:::::, : •,:. . : ,;•.. :,, , ; ,, .. , ,,, . , , „, •.:: ,, , .. . :. , ,,, „ . ,, • ,, ._ , . , ... _. .,, • ,: ; , , - , , ,:•,.. i ,y,,,,J11,.. .;‘,-,....,,,' ,, ,:',,-;.;,', ,: ),, • • " : ':' ::: ;:::' : :•:::,/,' --': ',,,..:., • -,'::'' , :, ,: , :: :: ' •:::, ':, ' ' .: :::: .. •.. • ..: • ....:". :.::.-.:-' ' ., . -.:: . • . ..:; , :,: , ... , ::.:,:::,,- , ‘!,...:::::.:"...:,•::::: - ..;,71,y;.:;:'..,-,,,i,:;i4,.....,,i,1;::.„-•,: : c4i,, , ... ; : , :' •::•'•: ) ' :,-':',:: , ...4::,::•4''' ' ..';',. '2 - ....„,:, ::.:,,,,, ;:•;•••••,,,,,•‘:,,,,,,,,•.•,.,,: ',.,j,.. ,?,., . : ,, ,.., . j , , v.: , r , ,.,_ , ,. .,.... ,,,,,:,... :;., ,:,,,.,..1.w..,:41.80.iiie...ya:it:;zria;, • ft. .,,,. ..." Z 7.-, ' . . . ' ' ' ' ''' ''' . 4 ''''.1.''''.4.1 4 ' v '"ir ' C777.77e,.,, • • -- --;:' .. - , • ...t - -.;.:- ...r.:! ,tv'.iisv .,i4,`,.' l.' , Is, i . • „ : . , . . • ,. . . . . . • . , 1 / 0 .. . . • , • • . . . . . . . . • .. .. .• • , , . . . . . „ . . . . , . , • . . . . . . „ . . . , . . . • . . , • . . . -4* 4** **k * It * •A tiv * 4! Is •A 441e li—A- • *. •A• 4( ie GENERA i 191.,20 Ic'ki A.:k k A''le•k•ir *.k itikic•k i *h-lt** r-k.44 * .A**** *•.. . • . ' 'TOTAL 191,20 'TP.ANc)113.r , . . .. CITY , OF. TUKWILA, Wf-1 ,. • . . . , .. . ' . • CASH • 200;40 Is 4,1t*****.k le 40 if *A.*** *lc It'A* „""k" /5i..k 4c ,. .", 4 % , * , . 4 , *******4.*. : f r A , : • cHANG_ , , . .... CHANGE R 80 H TRANSMIT. Htt:mber: 940()1U3() Y Amaaht '., : • 4.,(4 1 , 91.•! , -,i0 . 9-/ 1 . 4 x 1 r ik t. 1 tic) ..,.• . .. . 0112A000 .10i51 Pay t'e.vinad: • CASH Nttion ... cwi P. Ua .••. . ... . . . . ' P er in i t I s i a :1 13 3 ' ' ' T Y P e u 13 :-12 • R A c It S T . . . O R A : G E 1.1 f;ri7 • i'arcel•lla:„:,202S01 .: . ... . .... .. , .. . . .,. ....: , . ... . . . ,,. 1 . i t "Adcl'I'eaa: .1140() SOUIHCLNIER PY . . „.. fetal hees. .,, 331.20. . . 4 Tniii Paytiient : 4'41 , i TOtal A LL Piirso .- H ..33/ .... ....: . •, • ..... - • Balance: , .: • 9 . „ . 1 ''*** ,*•k C C 0 , .(4 in 0 u ii..: ' : A tt 11 . t.' L " 'aiie : •, ' Dise:rliPt: 0)1 " • L, 000/322.1.00 ... ., 1.86 .... 76 . .490 i . ' • B. UILL)ING - N011flES - , . ,. ,0 . , .,.., . .... ., 000/386.904 ., . ,t'TATE BUILDING . SURCHAI2GEL • , .: ..,,,.. .. .. ,.. , .. . . . . . . . ... . .. . .... ,,.. . ... _ .. ••••• , ., • „.. . . . • . . . . • „ . . ; „ . . .. . . , . • . . . . . . . . . • . ., . ... •• . -: . . . . . . . • . . • . • . . . . . , .. „ . . „ . .,. „ • • " .: .. . . .. . • „ . . • . , . • .., . . . . ,.. .. , . ' , . . „ „ , • : .. . . ,. ... .. .. „ ••• : :. • : _ • • •• • • • „ ,, . , • ..• ..• .. •:. . . . , „.. . , - . . • . . • • ; : • , .,:'::•.:'. '-.'.. • ; ' ,:. ",,•::,• , ...•' , ' L,•.•• ,.,.. :•.:: ', ,'... , '. •L', •:., ,'.•.,• : L.',', , ::: L.:: .::,::';,,,, ,'• :' ',,, ; :: i*:; .;:,-' :;:,.:',.::" i f.,.. ',1: ":,i'7 : ,"?' , .1 : :: . ,;•;',', ',. '"j. , ; : ijl'e,iii:' ; ' , .c,'`'.;,..'':, ',,':::.:1,:■,;',,),:,;!..,-,:;:,,,!,!.:V,,,!;;;•,:,:.'''::(":), '',',..?; ;:!, : :,..1; 1 ': ' !.;;;; ; : L - '',, : 1 , , 1 , ; ' , • :: , : q ...::,., ' : : ..:;'.., i : ',' l-, , ....; ::, ,:,, f ''•, ::: . • ',. ,:• L.: `• ; •-• , ;-L,' 2 :•• ,.., ., C•:L. -,",•.•;.s. •.••• ••••,.,•.;;;;L,'..;'.•••„=•;,•..:L,•-„••2_.,..'.,-,..',..,;,,,,•:.;;;:,..:,i*,z..),,!.,k4'‘,•,. 0.1 .., ;. .r..,•, • !, : t ; . . , — •.. • . • t •, .-. , ,-.••• ••• - • :".. ...;', :".. L• - • '. Li" ' • •LL:L ', '':' • , •;'.i• 'L.' ''',.:;•.;•,:':. , ,z ,...,•,,:;•,...:-. ,...,1 kl,-/...,4 L', • w...-:,„:,': li v'''''• •L":"v :,:e• 0 . ,•• . ' - ' ' • - • ••'..• :Li; •.:;:','''''.• L,'''LL'ij''''.'!'s'''... 4 '''''L ' '''' •'•6' • '-. • ' • ' ''' ' • • L ' '' — .: ......�....,..........._ ..._ .,>MI�:S:.::' • . _• + X.' uu2. F. ,znr .u.:4 wC C _. INSPECTION RECORD '` Retain a copy with permit e' 1.-n 1 / CITY OF TUKWILA BUILDING DIVISION R,. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,, i (206) 431 -3670 `" Project: 0 ype o nape n: Address /7 G Date Called: ■ Special instructions: / Date Wanted: � / '� �`� I ,� am p.m. /0 (, 1„7 Requester: Phone No.: i Approved per applicable codes: 0 Corrections required -p or to approval. COMMENTS: r ►iM„ . :: ' IN J nspector: : IiiiZONAM 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. I Recept No.: Date: I ��} ����5 �� p�� y1+�y�y s. y�t� tw '" cG z !� .- . r• t IT kz,r .44K+ettr+rN' .gi 'yn #.,4fu 'Xi:Sr' '.J111 -, f.a A:ldlJtL;1.1.1. nYC i'tii , S 'r — "'+'^ "' '' '.. ... } s ; T r x i z""' , °. °. , ' r r1 1 FS -,¢ 1 ,'•., • ' ♦ • , r i. 1: 5a S c. » r . ' � . •t. .i , st r. ��i;','Yrr� "i:{ta.r � r /k C '.{•'i`'a`f :4i t: �'_ . q . J ' M a 'S ', J - 0111.6 �_ r `\._ / N� r O '; City of Tukwila John W. Rants, Mayor 4 2 Fire Department P. Keefe, Fin' Chief TU WILA FIRE DEPARTMENT FINAL APPROVAL FORM J V Permit No. C1c7 �� ± y a Project Name t 1 id 5)1- Address —7 (1 0 U '-- 6 f Suite # Retain current inspection schedule I4 Needs shift inspection X Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: ,..----i a k....._ ,...-- i c- - ,A4 ` /2...._ Authorized Signature D to FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phony (206) 575.4404 • Fax (206) 575.44139 . . , ,,, . ...... f (\.. ....; . CITY OF TUKWILA Address: 17400 SOUTHCENTER PY Permit No: 895-0043 Suite: Tenant: COMP USA Status: ISSUED Type: 8-RACK Applied: 02/09/1995 Parcel #: 262304-9120 Issued: 02/17/1995 ******** Permit Conditions: ..„, N., ■ 17,4 ••■•• .....„ 1. No changes will be mads,tAialik0;14,Iiipis_approved by the Architect or EnginepraftttIfer — ......' 0 2. All per-mits, i nsp n . 4`5fto recprds, and approvet.j.v , ‘an shall be ,...--' a v a i l a b l e at ti1,44,),,ob s tt \p isLo $ to l s t ap t o ,k,•, on v. s truct i on . ffre 'dorm% t at j V 4 ina iti1. ned al A t i.:: ca ,,, i; \ 1 - a b l e unt i 1 , p i . ' a`l IA 'q t't ty approval I Vs grorn pd. -\:;‘, It 3. All constt , ioe eb. e 'bong otroobtlifilidl tre'• pproeV‘ plans an eclityirets pf Builotting d %19‘5i ., Edition ' ,417 eN ''''''' 0 "\NAVVfrf tl l' f , ' . i ,. 4. ;Val i di j i' of Pe It. The k ilunce t permit el't; 1 plansf'' i.e. ilicatiOns, :tk4 t.. ns shall not ii'V- N strtiO o a pkiti‘mi t . 491-, or'),kr va 1 of , any Iv i of105on f S, o a ,f o t fe, p rb v i s i onp of ty, ,C 1.0) n g code e o r oth o rdinttice;of the::::,furis„cfrct ion No permit pree to -,, lo g 1 v ' LI digr :v i o1 te or/el:Ince 1,-,'..t ev i s i ons of t.fitt .' cod r, Ila 11 be .. a 1 td . "'".- -, A . - 1 1 1 tt."-ei i t I , g i i'' ....- s ' ? 4 I 1 i'-‘t f -P *fi• 0 I, ,“ ', .' ''''' •,,,, \ I 0 ' ; 'i I 1 . i ,. eP 1 ) ) 1 '4 tr . : li, `5 ' , , Y.A \ ;'., , ,(' ---- '' ....!m.wo 0 4 ,,„ ''',. ,, 4 , t , 1. ,, '." ',„,.,..,'''' V Q' ti 0 i ..i... / r ,.' " — - , > .1 '. .k. y 1 1 , , ... i Q talm...1 't r- '7"1 ' f :',', ; \ L \ \ k it - fe Att* i " 2,-- ',. =. '''e /i 0 ,A „ _ ip ' . t --3.44,,,,, .0 ),.) / I , \ '‘ NR.' '''-i l 1.),..) • )t t 4* ".' / i ''' ,1 \ \ ''''' 7#7.,•'!(../. e it i I ,,,,,^.....,,„ „11 0 Vt.,, tl . \ ,* ' ....J• ,..,..,,,,,, : t4 44 ,,,,,_ i 0 1 ' ,1 ' i 4/ " IN i, 0 _ ''. t ( f\ f i. ° ' i ...1 1 ., \ ,I o L ft 4 . f tt,, 4 ., . 1 ‘,.. 3 ,, k *. 10 .1.4 \ _ 4 ,,, 0. ,. 0 fk ALW ' 44' (0 . 4 t 9 . taP ictil \-:....' ,\ iYo'- w ',,. ,, t • ,In'' • 4i ...,„...,,..„ s 4 ' 4 ''' ., . r/ it'fiv) , \* '" 4 ., s t'''' '. ‘,11,‘ ' ''''‘ AP) ti y , -3 . - 4 P p k J) to i ,, , ;?; # '‘k 1 , .,,,:•-•,,„ iv 3V• ,,,Oi'V,W,,,4!.... V ' Vt '''-•,.... '''.,,g, 4 ,•,c" , ,A.;.;.. , -; „,...,...-=-.< , '''''''4.* , . , . „ . . . • ' , , . • ..-...........................................-............,-............-,,,...........,..........,.............i.,....-,-.,,-,........, ..............,,,..................,4,......,,..............-a....«.4*, ..............-.,-......-...-.....-, ......... ---••-.:. ----. = , • f ,,.. .,ter. .., ....,.:, k:,.., e-,. n.»,.,.....,.,.,.. ,,..,.......;e,,..,..,...w..,._ � ................... ......�.....,,................. _........._.. ..,.. ..... .......,_.. ..,... ............ ... ... .. .... .. __....... _.... .........._.. _..__.._._,.. ...._.. �... CITY OF TUKWILA • RACK STORAGE DIMENSIONS S f LINEAR FEET X HEIGHT TOTAL moo X f - ,woommatormor X • MINIM • • X _ X -- X -� GRAND TOTAL • RECEIVED CITY .OF TUKWILA . FEB 0 9 1995 PE9MIT CENT fl ... . ................:..,., . ...,,..,.,.,. et. ..afs... ... .___.... ,.. ........... _. _. ..__�.r_._..... _....... ._.._ ... ' SEIZMIC �.. MATERIAL HANDLING ENGINEERING i EST. 1985 i a STORAGE RACKS STEEL SHELVNG CffY APPROVALS ALASKA NEVADA DR IVEN RACKS MOVABLE SHELVING STATE APPROVALS ARIZONA NEW MEXICO CANTILEVER RACKS STORAGE TANKS PERMITTNG SERVICES CALFORNIA OREGON MEZZANNES MODULAR OFFICES PRODUCT TESTNG COLORADO PENNSYLVANIA ' CONVEYORS GONDOLAS FE.D NSPECTION DAHO UTAH CAROUSELS BOCKSTACKS SPECIAL FABRICATION MISSOURI WASHNGTON :: :.: SEI SMI C ANALYSI S OF STORAGE RACKS FOR COMP USA 17400 S. CENTER PKWY TUKWI LA, WA 98188 , • ''',#ita7w.,,...97,0,,:or ":"f,1: , A.i Af .:. ::'11 ':::.i::;.: -.• civ A .-.: , ' ":' :::i: : f- . :... , . , 1 , i • ' ' ..' ..„ .,, . --..--,..:..-.„:, -,,,.„,....„,...,,,, , / :ft wiloi* : . ,:r: ..: : .......„ .,,,.,..,.. x 0 11 oE1uK Ap p R °v r • • Gp��1%S�O • cO �, ��`' • RECEIVED • .�1. ..f ,-. - CITY O F TUKWILA • - A - ��' art; FED 1995 • • • PERMIT CENTER \tort 'J • 1. 161 ATLANTIC STREET • ' OMONA • CA 81768 fc '•TEL: (909) 869 -0989 •• FAX: (909) 869 -0981 i • SEI ZMI C PROJECT C ? USA INC. FOR LO[I ER SHEET N0. 2 OF 23 MATERIAL HANDUNG ENGINEERING CALCULATED BY_ W.K.S. DATE 2- 9 1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TABLE OF CONTENTS DESCRIPTION PAGE # COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 2 PARAMETERS 3 CONFIGURATIONS 4 - 4 COMPONENTS & SPECS. 5- 6 LOADS AND DISTRIBUTION 7 LONGITUDI NAL ANALYSI S 8 COLUMN 9 BEAM 10 BEAM TO COLUMN 11 BRACING 12 OVERTURNI NG 13 BASE PLATE 14 SLAB &SOIL 15 MULTI - FUNCTION SHELVING ANALYSIS 16 TO 23 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM I S TO DETERMINE ITS COMPLIANCE WITH THE APPROPRI ATE BUI LDI NG CODES WI TH RESPECT TO STATI C AND SEI SMI C FORCES. THE STORAGE RACKS ARE PREFABRI CATED AND ARE TO BE FI ELD ASSEMBLED ONLY, WI THOUT ANY FI ELD WELDI NG. SEI ZMI Cl. ,1 PROJECT cq 1 USA INC. FOR LOZI ER lammoimiti SHEET NO. 3 OF 23 MATERIAL HANDUNG ENGINEERING CALCULATED BY W.K.S. DATE 2- 9-199 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 • i • L ' . . • STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 411 li) CI I ,� --„, II .. 0 1 , , i 6 I 14 4, 4 > ! II) 4 . ` 1. COLUMN. TRIBUTARY AREA 2. BEAM. 3. BEAM TO COLUMN. i / 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. ; 7. BACK CONNECTOR. TRANSVERSE i LONGITUDINAL TOP VIEW . C SEI ZMI Ct.. 1 PROJECT `l ' USA INC. FOR LOZI ER SHEET NO. 4 OF 23 MATERIAL HANNG ENGINEERING TEL: (909)869- 0989•FAAX 909)869 -0981 CALCULATED BY W'K'S' DATE 2- 9 -1995 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS TYPE 1 2,000Ib. — _ _ / f 2 1 " 2,000Ib. 1 ,.,_ 1 96" 6 3" 3" . -_ 96" le- 36" 4 TYPE 2 _ 1 "500 lb. _ - - 2 3" 1,5001b. 5 " 1 ...... \ /AO se 83" 53" f— II. 96" .1` 36" 4 SEI ZMI C1 1 PROJECT CCT ' USA INC. FOR LOZI ER SHEET NO. 5 OF 23 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. DATE 2- 9-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE 1 2,000 lb. 253# _ _ 338# SPECIFICATION 2 - MAIN STEEL 50000 PSI " - BASE PLATE STEEL 36000 PSI 2,000 lb. . 17i" 3 239# - ANCHOR - WEDGE TYPE 1/2 x 2-1/4 MIN. EM ED. 2 1 - FLOOR SLAB 5" X 3000 PSI. REINFORCED 96" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. 63" 38" - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wLL +wDL) /Rw / / j 96" -I le 36" 4 1 �I�- u = 96" SECTION AXIAL FORCE MOMENT BEAM MOMENT 1 2,100 lb. 14,293 in.lb. 10, 034 i n.I b. < stdconn. 2 1,050 lb. 1,775 in.lb. 2,887 in.lb. <stdconn. TYPE 1 DESIGN LOAD = 2000# BASE PLATE COLUMN BEAM �/ V 3x1- 5 /8x14GA(LPRU -S) 3.5 X3 X.375 COLUMN STRESS =1.28 4- 1/2x2 -1/2x 16 GA. BASE PINNED MAX LOAD /LEVEL = 4,071 lb. BEAM I S O.K. OVERTURN! OVERTURNING BRACING SLAB & SOI L V HORIZONTAL V DIAGONAL V V ANCHOR STRESS = 0.16 1 - 1/2 x 1 - 1/8 x 16GA. 1 - 1/2 x 1 - 1/8 x 16GA. PUNCT. STRESS = 0.44 # OF ANCHORS = 1 STRESS = 0.16 STRESS = 0.40 BENDING STRESS =0.30 I SEI ZMI C t I PROJECT Ca " USA INC. FOR LOZI ER SHEET NO. 6 OF 23 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. DATE 2-9-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE 2 1,500Ib. 1� 1 _ _ 2� 60L SPECIFICATION 2 - MAIN STEEL 50000 PSI 3 i--- - BASE PLATE STEEL 36000 PSI 1,500 113. : 5 " 17 - ANCHOR - WEDGE TYPE 1/2 x 2-1/4 MIN. E ED. 1 - FLOOR SLAB 5" X 3000 PSI. REINFORCED - SOIL BEARING PRESSURE 1000 PSF " - SEISMIC ZONE 3. 83" 57 - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wLL +wDL) /Rw / / 96" I- " I 4`— - I u = 96" -if- 36 --� SECTION AXIAL FORCE MOMENT BEAM MOMENT 1 1,6001b. 13,365 In.ib. 9,085 in.Ib. *- stdccnn. 2 800 lb. 1, 804 i n.I b. 2,402 i n.I b. <- stdconn. TYPE 2 DESIGN LOAD = 1500# BASE PLATE COLUMN BEAM V 3x1- 5 /8x14GA(LPRU- S) V 3.5X3X.375 COLUMN STRESS =1.20 4- 1/2x2 -1/2x 16 GA BASE PINNED MAX LOAD /LEVEL = 4,071 lb. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L V HORIZONTAL .,/ DIAGONAL . j V ANCHOR STRESS = 0.12 1 -1/2 x 1 -1/8 x 16GA. 1 -1/2 x 1 -1/8 x 16GA. PUNCT. STRESS =0.38 # OF ANCHORS = 1 STRESS = 0.12 STRESS = 0.54 BENDING STRESS =0.23 } SEI ZMI C.._111 P ROJECT LOZI ER SA INC. FOR SHEET NO. 7 OF 23 MATERIAL HANDLING ENGINEERING CALCULATED BY W _ DATE 2" 9 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 LOADS S & DI STR I SUTI ON :TYPE 1 1 LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) = wLL. DEAD LOAD PER SHELF = wDL. SEISMIC SHEAR BASED ON STD 27 -11 OF THE 1991 UBC = V. WHERE V= ZIC[wDL +wLL] /Rw SEISMIC ZONE = 3 2 2,000 Ib. 2 " 53' Z = .3 2„ 1 = C = 2.75 2,000 lb. 179# Rw (LONGI TUDI NAL) = 8 96" Rw (TRANSVERSE) = 6 wDL = 100 I b. 63 „ LONGITUDINAL DIRECTION VI ong = .3 * 1 * 2.75 * ( 4000 + 200 ) / 8 - 96 Iu= 96" VI ong = 433 I b. Fi = V Whi /ZWh _ 338i TRANSVERSE DIRECTION VI ong = .3 * 1 * 2.75 * ( 4000 + 200 ) / 6 3 " 239# Vtrans = 578 I b. . Fi = V Whi /EWh 38" TOTAL FRAME LOAD = 4,200 I b. f 36" • SEI ZMI C PROJECT C q USA INC. FOR LOZI ER SHEET NO. 8 OF 23 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. . DATE 2- 9-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 LONGITUDINAL ANALYSIS :TYPE 1 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). VI ong = 2 * Vcol = 433 I b. Vcol = 2171b. g 28 f n. Cora F 1 = 90 1 b. Fl 11111■1111.111111INIMIFIIIININ MI F2= 127 lb. = 68 In. h= 66 In. I Col. to slab. ,1111 BASE ASSUMED PI NNED. Mbase = O in.Ib. Mupper + MI ow er = Mconn'R' + Mconn' Mupper 'L Mconn Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ower JL - 7 1- ) Mconn = [Mupper + MI ow er U 2 Mcona •R• M lower RESULTING FORCES ON COLUMN SECTI ON, AXI AL LOAD MOMENT Mconn Wan 1 2100 14293 p SUB • 10033 2 1050 1774 • SEI ZMI G. .11 PROJECT C((. ° USA INC. FOR LOZI ER SHEET NO. 9 OF 23 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. DATE 2- 9- 1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. Pmax = 2,100 I b. Mmax = 14,293 i n.I b. KxI x /rx =1.2 * 66 / 1.254 = 63.2 <- GOVERNS Kyl y /ry = .8 * 38 / .689 = 44.1 A ► Cc = (2rr '2E /Fy) ".5 _ _ T�-�+- _ — f" = 107.0 SINCE KI /r Cc, B Fa = .522Fy - [(kI /r* Fy)/ 1494]/2 = 21,632 psi. —*-1 C fa = Pmax /Area = 4,393 psi . fb = Mmax /Sx SECTI ON PROPERTI ES = 28,472 psi . A= 3" B = 1.625" 5" t. fa /Fa =0.20 >.15 E =0 " Wt. =O# F'e = 12rr'2E /23(KXIx /rx)'2 t1 = .0747" t2 = 0" Area = .478 "A2 F'e = 37,436 psi . Ix =.752"M ly = .202 "A4 F 30 000 psi . Sx = .502 "A3 Sy = .222 "A3 Fb = .6* y = ► p rx = 1.254" ry = .689" Cm *fb /Fb[1- fa /F'e] =1.08 _ _ _ _ COMBI NED STRESS = 1.28 t 28" 38" —7 + 66" 38" _ ._. . 4 .__ j (- Front View Side View r i tn i l ill e li r 1 PROJECT CC( ' USA INC. FOR LOZI ER SHEET NO. 10 OF 23 MATERIAL HANDLING ENGINEERING CALCULATED BY WK DATE 2- 9- 1995 TEL: (909)869 -0989 • FAX: (909)869 - 0981 161 ATLANTIC STREET • POMONA • CA 91768 B EAM ANALYSIS :TYPE 1 B EAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL. MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.ib. WHICH EVER IS SMALLER) WILL BE ADDED. I act = 96.0in. 2.5" I max = [1950 + 1200(M1 /M2)]b /Fy 1.5" —3 SI NCE M1/M2 = 1.0 r"'" � I max = 3150* b /Fy =158 i n. 1.625" SI NCE I max > I act Fb = .60Fy = 30,000 psi . �.r� MAXI MUM STATI C LOAD PER LEVEL DEPENDS ON 4.5 11 I 1) BENDI NG CAPACITY M = Sx* Fb = w I /2/8 t= •0598 in. = 27480in.Ib. • — CAPACITY = 2(8* M/1) = 40711 b. Sx = 0.916 i n.'3 2) MAXI MUM ALLOWABLE DEFLECTION (L/180). I x = 2.061 i n.M4 L1 = 5w /4/384EI CAPACITY = 2[(384EI )/(5* 180* I /2)] = 56291 b. MAXI MUM STATIC LOAD PER LEVEL I S 4,071 I b. ALLOWABLE AND ACTUAL BENDI NG MOMENT AT EACH LEVEL. Mstatic= wI A2/8 = LI VE.LQAD* L/ ( 2* 8) Mall ow( static) = Sx * Fb Mimpact= 1.125 *Mstatic Mallaw(seismic) = 1.33 * Sx * Fb Msei smi c = Mconn (SEE LONG. ANALYST S) LEVEL . Mstati c Mi mpact Mal I ow Msei smi c Mal I ow RESULT 1.125 Mstatic (static) (sei smi c) 1 12000 13500 24426 10033 36640 GOOD 2 12000 13500 24426 2887 36640 GOOD • SEI Z _� PROJECT C 9 USA INC. FOR LOZI ER SHEET NO. 1 1 OF 23 MATERIAL HANDUNG ENGINEERING CALCULATED BY W.K.S. DATE 2 " 9 " 1 995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM TO COLUMN CONNECTION Mupper Mconn= ( Mlower + Mupper )/2 + Mend Mconn. Mconn. : Mt ) CAPACITY OF CONNECTOR 0 0 • a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 ^2rr /4 = .150 " ^2 Fy = 50,000 psi Pmax = 3,000# Mlower b) BEARING ON COLUMN (PER UBC SEC. 27 -11 E3.3) REAM TO COLUMN Abrg. = t * D t = .0747 min. CONNECTIO _ .5 * t Fu= 65,000 psi min. Pmax brg. = Area * Fbearing '�""'' =.5t *2.22 *Fu P1 Mir = 5,389# > 3,000# C ' c) MOMENT CAPACITY OF BRACKET 4 „ S bracket = .110 " ^3 1i" Mcap = S * Fbending C P► ' Y = .110 *.66 *Fy r C = Mcap /.75 = 1.11 P1 1/2" P1 = 1.20 Mcap 71` 1 5/8" -, = .0872 Fy = 4,360# > 3,000# C =P1 +P2 SINCE PLUG GOVERNS P1= 3,000# P = 1 P11 (. .514.5)P1 P1 Mconn. cap.= P1 * 4.5 + P2 * .5 3 "/ 1 "eff. = 4.555 k 3,000# *1.33 1 t=7 ga. = 18,220 "# 40.11111111/.4% Sbracket = .110 " ^3 SEI ZMI PROJECT CC U USA INC. FOR LOZI ER SHEET NO. 12 OF 23 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S• DATE 2- 9- 1995 TEL: (909)869 -0989 • FAX: (909)869 - 0981 161 ATLANTIC STREET • POMONA • CA 91768 TRANSVERSE ANALYSIS : BRACING :TYPE 1 IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS rr WILL GOVERN. DIAGONAL BRACI NG : COMPRESS' ON MEMBER L di ag. = [(L- 6) +(D - 2* Bcol )/2]/.5 = 43.8 DI= 43.8" Vdi ag =Vtrans * Ldi ag. / D = 703# L= 38" kI /rmi n = [ 1 * 43.8 ] / .332 =132.1 Fa =[12TT '2E]/[23(kI /r)'2] = 8555 psi . fa /Fa =Vdi ag /(Area* Fa) D= 36 = 0.40 DIAGONAL AND HORIZONTAL BRACI NG W --. Ar T m �t = .062��" • 0 H � � H _ „ = 1.125 " CD . PROJECT Ck ° USA FOR LOZI ER SHEET NO. 13 OF 23 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. DATE 2" 9'1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 OVERTURNING :TYPE 1 • ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 27.1109(c) OF THE 1991 U.B.C. STANDARD 27 -11. FULLY LOADED TOTAL SHEAR = 577 I b. Mot = Vtrans * ht * 1.15 3338# = 577 * 84 * 1.15 = 56045 i n.I b. Mst = 1 (Wp+.85w DL) * d/2 3 „ 23i# = ( 4000 +.85 * 200) * 36/2 = 75060 i n.I b. Pup{ i ft = 1(Mot - Mst) /d Pupl i ft 0 NO UPLIFT 3 8" TOP SHELF LOADED SHEAR = 288 I b. .4--- Mot = Vtop * h * 1.15 •I 36" - ' = 288 * 96 * 1.15 = 31878 i n.I b. Mst = (Wp +wDL) * d/2 = ( 2000 +.85 * 200) * 36/2 . = 39060 i n.I b. Pupl i ft = 1(Mot - Mst) /d Pupl i ft < 0 NO UPLI FT USE 1 ea. 1/2 x 2 -1 /4 MI N. EMBED. MI N. EMBED. ANCHOR. CAPACITY OF 1/2 x 2 -1 /4 MIN. EMBED. = 615 I b. PULLOUT & 1840 I b. SHEAR COMBINED STRESS 1 = 0 / 615 + 288 / 1840 = 0.16 COMBINED STRESS2 = 0 / 615 + 144 / 1840 = 0.08 SEI ZMI PROJECT C( ,P USA INC. FOR LOZI ER SHEET NO., 14 OF 23 MATERIAL HANDLING ENGINEERING CALCULATED BY OLK•S DATE 2- 9- 1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BASE PLATE :TYPE 1 BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pco) =36561b. B =3.5 in. D =3 in. t =.375 in. b =3in. b1 =.25in. P/A = Pcol /(D* B) = 348.2 psi . Mbase = w1/2/2 = I /2/2(f a) Mbase = 10.9 in.Ib. _ f Sbase = 1 *t/2/6 = 0.023 i n.'3 /— Fbase = .75Fy * 1.33 = 36000 psi . fb /Fb = Mbase /(Sbase *Fbase) = 0.013 Pcol bl b ,' bl --� B • "' fa 1 111111 SE! ZMI EO. ROJECT � / USA INC. 15 OF 23 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. DATE 2-9-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 SLAB AND SOIL :TYPE 1 THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. Ca) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 5,587 1 b. Fpunct = 2 *sgrt(f'c) = 109.5 psi. Apunct = [(w +t /2) +(d +t /2)]* 2 *fi = 115.0 ! n.'2 r: ><.:: >:< * = 4 : <:<.,: ,.>:::. ;.<.,<:.: fv /Fv = P : max /(Apunct Fpunct) 0. 4 :��': >< < <: >:::r > >;: : r . ?�: t !;F:F:::f:J �•• }•i.:• % :� 'i:•f }ii}'i:'n { ii � �� �::1::'Fi�/.�r:i �� •��� 3ryj4 Y��<::fri:.'•::r:C? ?;: iii;:; }? yi' (b) SLAB TENSION / b B Asoi I = Pmax /(1.33 * fsoi I) = 4.19 ft. /2 = 603 i n. /2 L =sgrt(AsoiI) = 24.6 in. B = sgrt(w *d) +t = 8.2 in. b = (L- B)/2 = 8.2 in. Mconc = wb'2 /2 = (1.33 *fsoi1*b /2)/(144 *2) BASE PLATE = 308.4 i n.1 b. w =3.5 in. Sconc = 1 *t/2/6 = 4.17 i n.'3 d =3 in. Fconc = 50 * sgrt (f'c) = 246.48 psi. CONCRETE fb /Fb = Mconc /(Sconc* Fconc) = 0.30 t = 5 in. f `c = 3000 psi. SOI L fs =1000 psf. SEIZMIC `- a PROJECT G O ( MP LISA INC. FOR LOS I E R MATERIAL HANDLING ENGINEERING SHEET NO. I OF 23 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY W 1 • S • DATE 2-10 19q � 161 ATLANTIC STREET • POMONA • CA 91768 SCOPE: PROVIDE ANALYSIS OF LIGHT DUTY STORAGE RACK TO CONFORM TO THE REGULATIONS SET BY SECTION 2336 OF THE 1991 UNIFORM BUILDING CODE. I PARAMETERS: THIS SHELVING UNIT IS A MULTI- FUNCTION SHELVING. IT WILL BE ANALYZED PER '91 UBC EQUATION (36 -1) H Fp = ZICpWp. 1001* ',_ III III i>1 VIII r 4011 1 II I II, 1 , I I I1 JI .r 1 �. , r /�� I / �� I I 1 � � � . � /� i tr•� II I1 - \ i A. �r• , I �r r /�•e> I II / •fri f' i itir • I ., r s.:; �, Q1.- / r r r of * ( PROJECT 42 Li A INC. FOR LoZ.IEW.... SHEET NO. 17 OF MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 CALCULATED BY W. 14 • 5 . DATE 2 . - lc? 141475 161 ATLANTIC STREET • POMONA • CA 91768 .11•1•11■111•1111111111. • PARAMETERS: (CONT.) - MAIN STEEL Fy = 33,000 PSI - ANCHOR 1/4"0 x 1-1/8" MIN. EMBED. HILTI WEDGE TYPE - SLAB 5" x 3,000 PSI - SOIL 1,000 PSF CONFIGURATION: . - 25" 25" 120" L 120" 25" 31" • 6" * FRONT VIEW SIDE VIEW • SEIZMIC °� PROJECT G aMP d A INC. FOR LO I N✓IZ MATERIAL HANDLING ENGINEERING SHEET NO. - 18 OF 23 TEL: (909) 869 - 0989 • FAX: (909) 869 - 0981 CALCULATED BY W IL* 5 • DATE 2 — 1 0 -- 199 S 161 ATLANTIC STREET • POMONA • CA 91768 LOADS AND DISTRIBUTION: PER '91 UBC SECTION 2336 AND TABLE NO. 23-P Fp = ZICpWp Z = 0.3 FOR SEISMIC ZONE 3 I= 1.0 *Cp = 0.75 2/3 REDUCTION IS CONSIDERED FOR GROUND FLOOR INSTALLATION Wp = DEAD LOAD + LIVE LOAD DEAD LOAD = 20 LB/LEVEL LIVE LOAD = 50 LB/LEVEL Wp = 70 LB/LEVEL Fp = 0.3 * 1.0 * (2/3) * 0.75 * 70 LB/LEVEL = 10.5 LB/LEVEL V = Fp * NO. OF LEVELS = 10.5 LB/LEVEL * 5 LEVELS = 52.5 LB Vcoi = V/2 = 26.3 LB Pcol = (Wp * NO. OF LEVELS) /2 = (70 LB/LEVEL 5 LEVELS) /2 = 175 LB I, 31" - • • SEIZMIC J PROJECT GOM P LISA 1NC. FOR Laz I ER. MATERIAL HANDLING ENGINEERING SHEET NO. tq OF 23 TEL: (909) 869 - 0989 • FAX: (909) 869-0981 CALCULATED BY DATE 2 — — 1ggS 161 ATLANTIC STREET • POMONA • CA 91768 NE T R ANALYSIS: CHECK FOR TENSION CAPACITY: ARM SPAN = 31 IN LOAD = 70 LB M = LOAD * (ARM SPAN /2) = 70 LB * (31 IN /2) = 1,085 IN -LB ASSUME ONLY THE TOP CLIP IN TENSION TENSION CAPACITY = 0.6Fy * A = 0.6 * 33000 PSI * (0.951 IN *0.1051N) = 1,977.1 LB MOMENT CAPACITY = 1977.1 LB * [3.438 IN - (0.951 IN /2)] = 5,857.2 IN -LB '> 1,085 IN -LB O.K. CHECK FOR SHEAR CAPACITY: Varm = LOAD /2 = 70 LB /2 = 35 LB SHEAR CAPACITY = 0.4Fy * A = 0.4 * 33000 PSI * (0.951 IN " 0.105IN) = 1,318.1 LB > 35 LB O.K. BASE BRACKET ANALYSIS: Mcol(totai) = 9,814 IN - �� /( fb = Mcol(total) /Sx = 9814 IN -LB /1.18 INA3 3 =8,316.9 PSI • fb /Fb = 8316.9/19800 ° =0.42 < 1.0 O.K. Sx 1.18 IN _..�. •••e.._ SIEIZMIG - PROJECT C.-01•11:' L) SA INC. FOR 1 V.1 MATERIAL HANDLING ENGINEERING SHEET NO. 20 OF 23 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY ' 14 • • DATE 2 -10 -161 161 ATLANTIC STREET • POMONA • CA 91768 COLUMN ANALYSIS: �. Pcol(stat.) = 175 LB Pcol(sels.) = X(Fp *H)/DEPTH OF BASE = [10.5 LB * (37 IN + 62 IN + 87 IN + 1121N + 120 IN)] /31 IN 0.1$7 = 141.6 LB <: '< <` 217/32" Pcol(total) = Pcol(stat.) + Pcol(seis.) = 316.6 LB (KUr)x = (2.1 * 120 IN)/1.604 IN = 157.1 GOVERNS 1 . 2 36 " (KUr)y = (1.0 * 31 IN)/0.884 IN COLUMN SECTION PROPERTIES = 35.1 AREA = 0.760 IN 2 Cc = (202E /Fy) ^0.5 Ix = 1.956 IN 4 Ix = 0.594 IN 4 = 131.7 < (KUr)x Sx = 1.526 IN 3 Sx = 0.639 IN 3 rx = L604 IN ry = 0.884 IN Fa = (12r1^2E)/[23 *(KUr) ^2] = 6,050.6 PSI fa = Pcoi(total) /AREA = 316.6 LB/0.760 IN^2 = 416.6 PSI fa/Fa = 416.6/6050.6 = 0.07 < 0.15 Mcoi(stat.) = Wp * NO. OF LEVELS * (DEPTH OF SHELF /2) = 70 LB/LEVEL * 5 LEVELS * (31 IN/2) = 5,425 IN -LB Mcol(seis.) = EFpH = 10.5LB *(37IN +62 IN +87IN +112IN +120 IN) = 4,389 IN -LB Mcol(total) = Mcol(stat.) + Mcol(seis.) = 9,814 IN -LB • SEIZMIC 0 PROJECT oMP lJ S INC. FOR LoZ1 E,12, MATERIAL HANDLING ENGINEERING SHEET NO. 21 OF 23 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY 1 K• DATE 2 -10 - Igg5 161 ATLANTIC STREET • POMONA • CA 91768 COLUMN ANALYSIS (CONT.): fb = Mcol(total) /Sx = 9814 IN- LB/1.526 INA3 '"' 0.187" = 6,431.2 PSI 2 17/32" Fb =0.6Fy = 0.6 * 33000 PSI = 19,800 PSI fb /Fb = 6431.2/19800 1.236" 'I = 0.32 COLUMN SECTION PROPERTIES AREA = 0.760 IN 2 COMBINED STRESS: Ix = 1.956 IN 4 Ix = 0.594 IN 4 Sx = 1.526 IN 3 . Sx = 0.639 IN 3 fa/Fa + fb /Fb = 0.07 + 0.32 = 0.39 < 1.33 O.K. rx = 1.604 IN Ty = 0.884 IN OVERTURNING ANALYSIS: (22" DEEP SHELF IS MOST CRITICAL) Mot = IFpH = 10.5 LB * (37 IN + 62 IN + 87 IN + 112 IN + 120 IN) = 4,389 IN -LB Mst = (LIVE LOAD + 0.85DEAD LOAD) * NO. OF LEVELS * (DEPTH OF SHELF /2) = [50 LB/LEVEL + (0.85 * 20 LB/LEVEL)] *5 LEVELS * (22 IN /2) = 3,685 IN -LB Puplift = (Mot - Mst)/DEPTH OF BASE = (4389 IN -LB - 3685 IN- LB)/22 IN = 32 LB �� _,,,.....- .�.•^� USE (1) 1/4"0 ANCHOR WITH 1 -1/8" MIN. EMBEDMENT FOR EACH BASE PLATE. ANCHOR CAPACITY: PULLOUT CAPACITY = 155 LB SHEAR CAPACITY = 400 LB COMBINED STRESS: l fa/Fa + fb /Fb = 32/195 + = 0.27 < 1.0 O.K. ;II— 31" -4 • SEOZMIC 4 PROJECT G IP U•S. INC. FOR LO4I ER { SHEET NO. 22 OF 23 MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869-0981 CALCULATED BY W. V. •S• DATE ' "'I — 141(35 - 161 ATLANTIC STREET • POMONA • CA 91768 MULTI - FUNCTION SHELVING COLUMN ANALYSIS: ..� Pcol = 100 LB (KUr)min = (1.2 * 120 IN)/0.611 IN ' "e. =235.7 1 3 1`` - Cc = (21 /Fy) ^0.5 4 = 131.7 < (KUr)min J Fa = (1202E)/[23(KUr) ^2] = 2,688 PSI �( 2„ fJ TYP. fa = Pcol /AREA WW = 100 LB/0,428 IN^2 = 233.7 PSI 14 ga 6" fa/Fa = 0.09 TYP. Mcol = Vcol * H =7.5LB *120 IN = 900 IN -LB fb = Mcol /Sx 0 = 900 IN -LB /0.251 INA3 = 3,585.7 PSI Fb = 0.6 * Fy COLUMN SECTION PROPERTIES = 0.6 * 33000 PSI = 19,800 PSI AREA 4 .428 IN 2 4 Ix = 0.220 IN Ix = 0.160 IN fb /Fb = 0.18 SX = 0.251 IN 3 Sx = 0.175 IN 3 rx =0.717 IN ry = 0.611 IN COMBINED STRESS: fa/Fa + fb /Fb = 0.09 + 0.18 = 0.27 < 1.33 PSI • ilk SEIZMIC PROJECT ("'4;) . r✓I P L . 75 SHEAR CAPACITY OF TAB: Fallow = 0.4Fy * AREA = 0.4 * 33000 PSI * (0.75 IN * 0.105 IN) 1,039.5 LB ii .125 I 3 � Mallow = Fallow * dist. * 1.33 .7 • <14 /' = 1039.5LB *2IN *1.33 1. 25 0 = 2,765.1 IN -LB > 900 IN -LB 4-1.23 NNiot MULTI - FUNCTION SHELVING BEAM ANALYSIS: Mbeam(seis) = 900 IN -LB 1 11/16"----/ Mbeam(stat) = wl ^2/8 w= 100 LB /96 IN / r- -•-- -� = 1.042 LB /IN 5/8"1 Mbeam(stat) = [1.042 LB /IN * (96 IN) ^2)/8 r ! = 1,200.4 IN-LB Mbeam(total) = Mbeam(stat) + Mbeam(seis) 3 1/4" = 2,100.4 IN -LB GA. • lb = Mbeam(total) /Sx = 2100.4 IN- LB/0.581 I103 = 3,615.1 PSI I T � 7/ Fb = 0.6Fy = 19,800 PSI Sx =0.581 IN fb /Fb = 0.18 < 1.33 O.K. NOTE: DUE TO THE LIGHT STORAGE LOAD ON THE MULTI- FUNCTION SHELVINGS, CONCRETE SLAB IS O.K. BY SIMPLE INSPECTION. • � w City ,if Tukwila 0 .2. FIRE DEPARTMENT —� 444 Andover Park East • ‘f p Tukwila, Washington 98188 -7661 (206) 575 -4404 ./906. John W. Rants, Mayor February 14, 1995 Fire Department Review Control #B95 -0043 (511) Re: Comp USA - 17400 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) • 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 1O.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, ,0 01L4 �yq� City Tukwila O 4 1 y FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 X John W. Rants, Mayor Page number 2 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. 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)) 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)) 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) 4. Maintain storage height to less than 12 feet on • shelving above exits. 5. Maintain storage height to less than 12 feet on double row racks or provide 6" longitudinal flue space and 6" transverse flue space at rack uprights. 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 �� ,�,r,1L,� 4s City ( uf Tukwila y y FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 N (206) 575 -4404 • 1908 John W. Rants, Mayor Page number 3 adopted Fire or Building Codes does not imply approval of such condition or yiolation.. Yours truly, The Tukwila Fire Prevention Bureau . cc: T.F.D. file ncd • • #6 ra x " T�iit,K�, u.'�.i 1?1 [{?!'L 7 1i. T . r:�� .•� ..' CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD RECEIVED TUKWILA, WA 98188 CITY of TUKWILA FEB 1 1995 PERMIT CENTER * * REVIS SN SUB „ 1TT . * DATE 2- 14-/- PROJECT NAME lt,n'i QS ADDRESS /7 Y 00 s e K > ✓ K w y. z ILI - S. ... ...CONTACT PERSON JD g_ 0 v' ✓' / j t 32, i �e PHONE Cf (° - 4 /76. ARCHITECT OR ENGINEER /� f PLAN CHECK/PERMIT NUMBER t I l 3 TYPE OF REVISION: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: [gym )V Q*3-e.r} E . .,. ',.... Parcel No: 262304 -9120 , ; : Owner: PACIFIC NORTHWEST GROUP A Validated By: SAO Plan Ck Approved: / / Applied: 2/ 9/1995 Status: PENDING Issued: / / Completed: / / Act /Inactive: A Final Notice: / / To Expire: / / Nature of Wk: INSTALL RETAIL RACK IN AN EXISTING TENANT SPACE. Location: Zoning: Valuation: 18,823.00 UBC Edition: 1991 Rack Storage Dimensions - Linear. Feet x Height = Totals 380 10.0 3,800 200 8.0 1,600 .0 .0 .0 .0 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 02/10/95 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B95 -0043 Tenant: COMP USA Status: PENDING Address: 17400 SOUTHCENTER PY Route: 1 Current Route Line: 2 of 5 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaasaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaai Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 02/09/95 02/10/95 02/10/95 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[RACK EXITS .... O.K. ( SOME EXITS UNDER SHELVING ) ; 3[FIRE PLEASE REVIEW AND COMMEND. ] 4[ ] 5[ BY KEN 6 [ ] 7[ 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen �.f • 1 i Y ' 3 Department of Labor & Imiustrics . • REGISTRATION VERIFICATIO . • Contractor Registration Section PO Box 44450 ‘`..;„t, ) Olympia WA 98504-4450 (406) 9564226 SCAN 269.5226 I . tA ' FAX (206) 956.5228 rTo lr(.LG....OIympia Headquaners keg cu n s ) a � 231,0 Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks.. Please keep this record until you receive your Certificate of Registration, 'That* you . F625. 036.000 reglsauion verification 493 /i / 9, " "' TOd 666# T9t'S 62E 90E :ON 131 1N0I1U001 aalumwrloal ES:60 NOW G6, -OE -ESA .;'...2.'i 1,.7, ...wi..4' ;' r 1 7;'14::4.11'.:,'ha.. ,.. „.,.,,.••n.+,r..e -...„ a ,az.... ..,.v...., z... r.,„.....r mmt ;+.*•.'2a ..... +.mrn, ......... „....„ .. K.' ,... . ��,„,„ Yrvn » ;11 % ; ' L .. .CAR f.�ATI : ,.• ,r, : >. i 3 0 BELLEVUE. d e l WA 98009 • . - --t. p O S NA - 3_ P_.': ' 4 . • BY ()EPA' f ENT OF LABOR AND INDUSTRIES 0 q — aliCI1/4.Q.--v---- .._. ( (2 Lit 5 — sc3, NOTARY PUBLIC In and for the State of Washington, Cpunty of _EL 05._ o.„ Residing at Bp ll'QVt. J -� My commission expires R • I.91,0 • • . ... ' '.,,,y .lira Y ... , r 1 a - •/ i 41 ! t �] k� GR CORP. • 14# �) Fig F BF RM e--4° r ® - E -� -.. 1 T , r • CONF. RM. fgJ M' GEN. MGR. wLn -nAKT 6f ax t •y77ysLr r sGW • PARKAS � L _ { r /aR. • p fl s,1( y 'er -} I.C.C. 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O 110141 I 5 wrt7) s n r a�aT MN a j s , r __ ^ ___ ___ 3 - 3 - t r ___� � 1 T1�1 41 X1'11.7_�f % � w » � ,b ' _ . 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Ii Q ® 3-•_a• -L-.? ? 2 ?.- ..- ..7_tnI?ii4� - TECH. DEPT. E-1 '; y 111 i4 / 1 r �..��.. .,7 111: i • ---->< e / :i 3 lal 1 -' 111" , • -J ' _ VESTIBULE 1,.._/ Ell r '�_J FILE COPY ti11'1 W E. . 21 40001 nth SDKs --- �� '• ,ao u R Recs.AI. Neo RJ ] Stead* 3-M ttCna OP S 1( 3 • • 1 '�— I • � �1 ♦_ �.1♦ . E>♦. n 107 Ili _ — • k aPProva ale, Q R � i • • Mies 1nt ` • 1 acidity Sta+' , as slonsaoWt0f l ern 1 31 subleCt ,00r n nto 1110 S1010110fld con „a, platy 13 01.c "DI atI1N0 act] R0C0 +Pt \O Q adppMtl Co � : S 0. 1 • IrMp 3-.0 I , plans • B V S � & ... 777 ; remit no. 1 o1 bows oar a»q5 FEB 1 4 1995 vED 101995 r LrQyt &O.. asUC1 0ERYR CENIER , G FIXTURE INSTALLATION wog 1 to s SCALE: 1/ I •e3- ttpp 1 AG 1 . _ CONNECTORS & "H" SECTION 0 0 TOP RAIL - 20 GA. ARE SPOT WELDED TO SHELF o tth ' • CENTER RAIL 24 GA, i�?:L 0. � �� BOTTOM RAIL - 22S3A. e " # ::• • o • �i �� � � i �s END IN 0. • °nor TRW 9 0 .,I I' OsHELF (22 GA.) ,~ , 6 NO . •. • % 1 ' AA ••• 4 S 0 RAIL • •• • .O %skte a 41 . 10 ' ,�� ,, 22 Nt BASE BRACKET TRIM (2213A.) 00 Z � r6. GENERAL CONFIGURATION I Nn'TESi r t 1 1 1. STORAGE CAPACITY: 501 PER SHELF \ ! 1 L 2. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING ttl ig 49. 0 , • k • ; (11 GA) THE DESIGN CAPACITY OF THE RACK USING A PERMANENT * _ * * _ # # PLAQUE NOT LESS THAN 50 SQUARE INCHES 3. ASTM A570 FOR SHAPE Fy = 33,000 PSI GRADE 33 • 4. ALL BOLTS A307 (UNLESS NOTED) ( NOTES: •- DENOIES NQHORING LOCATION 5. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL � [�IU MBER_OF 1.1AT�ECTJONS ICBO 84827, LARR 24948 11VCERmNN�aEp UNRS . � NG ON DEPTH 4y3'� 6. CONCRETE 5" THICK x 5000 PSI ) N mg] VARYDEPENDI Att � 7. SOIL BEARING PRESSURE 1000 PSF 19 ° 0000 *1* * * k * * # > . 14 O O •e 00 END \ ! 11) O # * I * # *1,1* TRIM • / • - DENOTES AI�[CHORING LOCATION r ` � 120° °o ° °° SINGLE ROW UNITS (120" TALL) W `, • e° • e ° e ° TOP VIEWS_ _(SH aR nt DFORCL_ are 4119 ' 1 6 STEEL BASE DECK (22 Gk) SEE DRAWING No. 954050 FOR � t1y a j l f o<v D TYPICAL SHELVING ELEVATIONS p p P R O ® 7 GA PIN 1995 tp fE8 5 " i 31A 1# ,1 1V 1 $ �n�� ' PP` �� \ A vg O�NC 0 J 9� / 0 / 1� CITY OF Tub 19 C \� 1/2" 0 HOLES ° V e� FEB 1 4 1995 _I 1 4 k (n Q'9 R PERMIT CENTER 1 0 . PLATE (12 GA.) \ / 4" y S r SI ; ' ; C MATERIAL HANDLING L NG_LEG J 11_GA. /'' 2" s �7sh , ` %' '� INC ENGINEERING 3!8" _0_BOLT \ J;i t t /8" 181 Atlantic Street 4 MIN. EMBDMNT f EST. 1985 Pomona, Celltomla 91788 8 3/8" O I .., � : Tel. (909) 869 -0989 • Fax (909) 889.0981 . I il 11 QA. 1 �111 I111.1`2I CAIE WN 9Y TWO ANCJ�Qg� Q 1 CO NTRACT CALIFORNIA A ORA ORS NONE S.K. LICENSE PER BASE PLATE 441V «. � ti .,: TWOANCHOR USED 1/4" BxrisB 4 12 -98 ( NO.88 DATE 2/10/95 APPROVED O P1gTE PER ANCHOR PLATE (2) ANCHORSJ3620 REBANCHOIPIATE °ESCAIanoN 0 UPRIGHT SEE TOP VIEW FOR 'WHORING LOCATIONS (1 STEEL SHELVING DETAILS (COZIER TYPE) © BASE BRACKET 0 ANCHOR 5 BASEPR ADDRESS ORA 9 NUMBER (�Q QA.) COMP U.S.A. 17400 8. CENTER PKWY, TUKWILA, WA 98188 95 -105A a Sq5e4W113 *, • ATTACH W12 11 ; ; * � 1 r i� 1Q -2q__ _ / 1 1 ,I 11 ,1 tt 1/2" 0 RCtTA 1 C _ r 3/8" , � 1 • 8/18" /8" s!8" 1 1 ; 1, 1; gilt. ; 1i ; 4 18 " '� NI 11/181* , O L L ��„ i f °TYP. 0 f -� DENnita ANCHORING LOCATION 1 Q QQ Q " �. / \ I NrERCONNECTEDMR'S © r 1 27" � O !' 1 3/8" " /'' FOR ATER SHELVING DE'AILS-AND.THEIBANCHOEUNG O 1 2" 1 J 47.•5/10 " 1 1 LOCATION, SEE ORAyU1111(� NO, 96.106_ / , 1 1 1 1 3/18 „ 11 I / / 1 114 1 1/2 \ I � A ...if /18" - / I Ank w X - 1 3/1 � 3/8" ® � 1 � - - - - - - � , 1 ;1 0 sit 7/8" N 1 li 0 11 !i 11 I; Ij ► I 81" lit IF is ®/ • - DENOTES ANCHORING LOf`.ATION ; I I ; 1 I O SINGLEROW UNIT$ 1 #0 - ^I, ` 9 DECK CONNECTOR FOR STEEL SHELVINGRETAIL3 AND THEIq j+[�jp �j ` , LOCATION, SEE DRAWING No. 95.106_ ' ' , '•, • , • COLUMN TO BASE SHELF aTTADyME� \ 1 1 1 , -; TOP VIEWS (SHELVES REMOVED FOR CLARITY) I , 1 ., 0 '''' ''''' '0 0 • >1.,------ i �ii1 42 4 %, 77 1 31 4 , .0 i • i � •• •• I 42 7 > > � Bleu, 3 1 . �1' 1 � , i • i, �i i i _ 6`+ 7b � 7+ �, �� \ -Lr / 0 1 1 `; ` , i i i � i � SEE�B/�WINC3 [DLO... 5.1 9.05 A FOR w —46 � � % .. E SHELVING DETAILS : �`%` it .3 .31 10 `y 1N0 ':7 a• O ANCHOR PLATE (� aA•) . / i .42 125 O 0 125 74,0 s '° 3 '' °° i CONFIGURATION y 2 SINGLE ROWS SHOWN 1.125 1 118 . _.J.. ��/ MIN. EMB D MNT , SEE DRAWING_Na_Q$-105C.FOR ;E \\ Etc MULTI - FUNCTION G ELEVAELEVATIONS \� t WIRE WELD WIRE SHELVING WIRE WELD , BOTH ENDS 1 1/4" BOTH ENDS TYP v tr (f1 ANCHOR RED'D PER ANCHnR P/ _ NC TIRSI Tom SEE TOP VIEW FOR ANCHORING LOCATIONS (•) 1. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING 0 BACK BEAM C12`GA) 6 FRONT BEAM (12 GA) 0 A N C H 0 RICB0 THE DESIGN CAPACITY OF THE RACK USING A PERMANENT PLAQUE NOT LESS THAN 50 SQUARE INCHES 2. ASTM A570 FOR SHAPE Fy = 33,000 PSI GRADE 33 3. ALL BOLTS A307 (UNLESS NOTED) 4. ANCHORS HILTI KWIK BOLT 11 OR APPROVED EQUAL '+ �A� ICBO #4 827, LARK 24948 • , 1 <a#4010r.----- 5. CONCRE TE 5" T HICK x 3000 PSI ' 1 le" 1 5/8 Tom 8. S OIL BE ARING PRESSURFM. A AW D ,''B+ Q n RECEIVED O� ' ; ` ` et+ a by+ .,11 \ / 1 p► Q G CITY OF TUKIMLA 1 " � ' E 1 J FEB 1 41995 0 �'� I � . ' , 2 ,ON'ERrurr CENTER cl p 1S TYP. 9� „,% �` :` � '� I �. `�� �p01NG 1v fe 2 �` ,+1 g 1 . � � 1 I' )4 1 4r `� ��.� ~ 1 I ` , i i ' t �� 3 1 4• , T , ` EIZMIC MATERIAL HANDLING 14 ga `,� �� 1 ENGINEERING 111/4 c I r, t` 181 Atlantlo Street 4;. 4.... . . 1 ` `� 7 I EST. 1985 Pomona, California 91788 ` , • J `� 1 ` - Tel. (909 889-0989 • Fax 909 889 -0981 • ` `� I i 0 40 ' 1 ∎ 1 i ' . CALE DRAWN BY ® , ° ° ■ ■ 1 , i `' r, CALIFORNIA CNT CTO >t 1 ib le ' ` ; %' . L �_� CO LICENSE DATE DATIa NONE APPROVED BY w »vim 4 -12 -88 No. 835374 2/10/95 SAL E. FATEEN 0 1/8" r 1 s/8 TYR k NO DESCRIPTION SHELVING DETAILS (COZIER / MULTI- FUNCTION TYPE) a Ar A DDRESS DRAWING NUMBER QSUPPORT eEAei'co�INEC� ©m __ BEAMlCo1�INECTDR COMP U.S.A. 0 COLUMN (14_ A) (TO LOZIER UPRIGHT) fTOMULTI- FUNCTION_UPAJGHT) 17400 S. CENTER PKWY, TUKWILA, WA 98188 95 -1058 SC115 VilitiY34 3 6 EE-DRAWINGNo._95- 105A_FOR- o a lr$A FOR.. 8 'EEDRAWING.No._95405A FOR VT GONDOLA noMPONENT DETAILR TT GONDOIA.COMPONENLDETAILEL '7 GON COM DETAILIL 96" I f 3 1 0 q 8 " 1" 8" �70 74 >� 74 46 -- SEEDRAWING No. 9fi- 1o&8_.EOR 411 SEE DHAtNI No. e SEEDBAaAt>Nli No.- mum- iUNCT1eN 94.5488 F 19" 98.1058_FQB COMPONENT DFTAQ R MULTI- RJNCTIONI MULTIFUNCTION ANENT NENT DETAI( -$ �s COMPONENT DETAILS 120 120" 120" 120" 19" 120 120 ,..........g ,..........g 120 " 120" 120" mst 31" + .— - . i. 19" 31" 19" . . - — 1 6 * * 8" * 8 * * • ERONT_VlEW SIDE VIEW FRONT VIEW SIDE VIEW " FRONT VIEW SIDE VIEW TYPICAL STORAGE RACK ELEVATION 8 :EE DRAWING No 95 - 105A FOR a ; n GONDOLA COMPONENT DETAILS TT GONDOLA � O COMPONENT DETAILS - NOTES: 98 «•31" 88" 1. STORAGE CAPACITY: 501 PER SHELF II le--22" 2. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING 7 74 - • 7L THE DESIGN CAPACITY OF THE RACK USING A PERMANENT PLAQUE NOT LESS THAN 50 SQUARE INCHES 3. ASTM A570 FOR SHAPE Fy = 33,000 PSI GRADE 33 4. ALL BOLTS A307 (UNLESS NOTED) e SEE DRAWING No. 4*— —. SEE DRAWING No. 5. ANCHORS HILTI KWIK BOLT 11 OR APPROVED EQUAL 25" 951058 FOR 9510511 EQg. ICBO 94827, LARR 24948 MULTI - FUNCTION t— MULTIFIlNCIION. 6. CONCRETE 5" THICK x 8000 PSI 1 p COMPONENT DEA 7. SOIL BEARING PRESSURE 1000 PSF 25" ;ft: 120" 120" 120" 1 120" ` ' A NCHOR EVERY UNIT 25" 1 )" AT FRONT & BACK '" ALTERNATE ANCHORING EVERY THIRD -- ... UPRIGHT EXCEPT STARTER UNITS TO 31 " 10" HAVE BOTH SIDES ANCHORED 1 r 1 I . 0 « * * * * FRONT VIEW SIDE VIEW Front View Sti View TYPICAL STORAGE RACK ELEVATION �, 6 EE DRAWINGNo..95105A !DI3 APP R TV GONDOLA COMPONENT DETAILS in 15 1613 08" \ f22» �N�,0��510�`, al RECEIVED CITY OF TUKWILA 4.-- -__ SWING No. FEB 1 4 1995 95.1058 FOR_ MULIL•FUNCTION PERMIT CENTER A i— =, .4.—J COMPONENT DETAILS ,/ , • 2 C MATERIAL HANDLING 120" 1 �� 120" / • . / 4 INC. ENGINEERING '— , , E ST. m Atlantic ^ �' 1985 Poona, California 788 1 " ,- _ Tel. (909) 889.0989 • Fax (909) 889 -0981 i i, J �� al . ` - CALIFORNIA SCALE DRAWN BY CONTRACTORS NONE S.K. 15" •� LLICENSE 4 1 DATE APPROVED BY a '1'12' 2110195 SAL E. FATEEN DESCRIPTION STEEL SHELVING ELEVATIONS (LOZIER TYPE) « ** ** Front View 8 Side WOW ADDRESS DRAWING NUMBER TYPICALSTORAGE RACK ELEVATION COMP U.S.A. 17400 8. CENTER PKWY, TUKWILA, WA 98188 95 -1050 • 4 B95.....0045 s • • / • O 1 0 1 11B" ' 1 1/4 TYP. 0II fr 0 . • • sr or 0 -ir . 4Iv le ~ :: TYP 1 318 1' 1/8 " 1/4" I II I I I E 4.....___ 23/W 1 . .035 thk. 3" APPROX. , 1/8" • 1 1/4" . ^_• # 9 0 L 0 hi,,.. 0 y aril 0 11/18 PA � t-- i "� j I I , I r� 0 7/18" RIVETS 3" APPROX. 4 13/18" — V �V %\ O ASTM -01018 .0 127/32" 14 3/18" O �, g O SAFET Y CLIP . 0 ii ili v 4 O VI EW ' VIEW S'. TYPICAL BRACING '[O COLUMN CONNECTION 0 S AF ?Y CLIP GENERAL CONFIGURATION TYPICAL BEAM TO COLUMN_CONNECTIO_N 2 1/2" 1/8" 1/2" TYP. 15/8" is 98" I< X38" —* rn 7/8" ," _ Ae _ _ NOTES: III. \ __ ' �) " Tr 98 X38 " -71� 37 " 1. STORAGE RACK DESIGNED PER SECTION 2711 l " � 18 ga ' 41/2" 2" 1 1' 2. STORAGE C PAC TY: TYPE 1 = 2,000# PER LEVEL I 6 � � 28" i 74 so" TYPE 2 = 1,500# PER LEVEL I 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS _ ---' DEPICTING THE DESIGN CAPACITY OF THE RACK - 38" I '0 120" USING A PERMANENT PLAQUE NOT LESS THAN 0 50 SQUARE INCHES 1 \ 7/16»I 98" 4. ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50 -ik 215/16"—+I'- 1 � 7 ga 83" 5. ALL BOLTS A307 (UNLESS NOTED) ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL TYP. 88" i ICBO #4627, 6. L. A. R. R. #24946 1!8" 1/2 I 38" x 1/8" V 3.5/8 " ( TYP. 8 . SOIL BEARING CONCRETE 5" THICK PRESSURE 3000 1000 PSI PSF TYP. REAR BEAM ONLY 7 1/8" r 4-12" 10" /" Front Vlew Side Vlew Front View Side View 0 BEAM 6 CONNECTOR TYPE 1 TYPE 2 TYPICAL STORAGE RACK _ELEVAILO_I Oat 1/8 "V 3/4" < TYP. V \ �Q Q R OV� 0 tk iE 1 5!8" 3/4" TYP. '`J . : : z " r,J \V \ \ �� ` RECEIVED r• - - -1T $ 31/4 ��G CITY OF TUKWILA 1i 14 ga 3 /4"TYP. MC: FEB 1 4 1995 h 21/4" MIN. EMBDMNT. s� PERMIT CENTER 3" ( 1 1 3" i • I 1 , ` 0 12" I I : /, . ", / E M C MATE HANDLING L,_.____, I I \\\\\\\\\ \ IIIII �� INC ENGINEERING at -4-- ` .,. 161 Atlantic Street , : >;4- ` EST Pomona, California 91708 31/2" , , Tel. (909) 8890989 • Fax (909) 8690981 5/8"D TYP. ,�pP ^ .` ' . SCALE oRAWN BY CA L IFORNI A 1/8" V 3►4" < TYP. t REQUIRED PER BASE PLATE ". id . �. ,_ r _, c L LI i CENSE R8 nATE NONE APPROVE e N0. 885374 2/10195 SAL E. FATEEN DESCRIPTION PALLET RACK DETAILS (LOZIER TYPE) COLUMN !Malian (3/8"THCK.) ADDRESS DRAWING NUMBER ' 0 0 3 /8 "THCK A NCHOR 4 HORIZONT St DIAGONAL BRACING COMP U.S.A. 0 17400 S. CENTER PKWY, TUKWILA, WA 98188 95-105D . 3