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Permit B95-0370 - NATIONAL ENVELOPE CORPORATION - STORAGE RACKS
City of Tukwila C, 41/4... (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B95 -0370 Status: ISSUED Type: B -RACKS Issued: 11/28/1995, Category: Expires: 05/26/1996 Address: 18221 ANDOVER PK W Suite: Location: Parcel #: 352304 -9119 Zoning: M -2 Contractor License No.: TENANT NATIONAL ENVELOPE CORPORATION 18221 ANDOVER PK W, TUKWILA, WA 98188 OWNER LA PIANTA LIMITED PARTNERSHIP Phone: 206 575 -2000 P.O. BOX 88050, TUKWILA, WA 98138 CONTACT FRANK PALMER Phone: 206 762 -5969 7745 FIRST AVENUE SOUTH,._:. SEATTLE, WA 98108 * * * ** * * * * * * *•k * * ** k * * * * * * * *•* ** k** ** * * * * *•k ** * * *** * * * * * * * ** *•k *sic * * * * *'k * * * ***•k ** Permit Description: INSTALL 106 BAYS OF PALLET STORAGE RACKS. Rack Storage Dimensions Linear Feet x -Hei'ght Totals , ., :0 f;; 0 4' • 0 ', E UBC Edi'tion: 1994.,' Valuation 3 ',' Total �t Permit Fee: ' )93 60 ****** * * * * * * ** * * * *.'k * * * * * * * *•k*** k *•k * ** * *** * **** * * * ** .. 5 ' * 't\i\CM ' ' it.: 2,z' -qs , Perm '•.`.Center Authorized Signature ` •, '< Date ° I hereby ,cert i fy 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. r,'. The granting', of this permit does not presume to' authority,, to violate or cancel the provisions of any other state or local .:,:laws regulating construction or the performance of work. I am authorized :;to sign for and obtain this building permit. Signature 1 �' ^J - Lr-`-1 r: ' o ate ../' / ,5— Print N : , ►∎-r Nen..�'Va:aNk.k.% ,J L T.i t l e Q . i c.c. `Iff\o I�SLt r__ This permit shall become null and Vold '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. \ . Z CITY OF TUKWILA( 00 ; Department of Community Development — Permit Center 4 , u• � .: 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 X (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER Mkhon0,1 - En\lalcp Cyr • SITE ADDRESS SUITE NO. G' - O o • 1 PC6 ov-Pv Pk uJ , 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. I • 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. oA�rE , DEPARTMENT DATE IN REQUIREMENTS ! COMMENTS APPROVE . ,.....:...;: BUILDING - 11 fI J y CONSULTANT: Date Sent - Date Approved - cf initial review t� c�i� ( OUTED) FIRE 1119(616- 1///111( A FIRE PROTECTION: Sprinklers • Detectors ►' N/A FIRE DEPT. LETTER DATED: / /// y/q S" INSPECTOR: INIT: 4 O PLANNING ZONING: BAR/LANDUSECONDITIONS? •Yes M� REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- OPUBLIC UTILITY PERMITS REQUIRED? (1 Yes L] No PUBLIC WORKS LETTER DATED: WORKS INIT: • O OTHER NIT: AO BUILDING - II 'IL C'�' TYPE OF CONSTRUCTION: CERT. OFOCCUPANCY? UBC EDITION (year): final review INIT: ,_ eAC, OYes ONo Heidi liCi BUILDING OFFICIAL U. 1 6 Cry . ��� ` � . INI : 7 REVIEW COMPLETED AMOUNT CONTACTED ' nrr }(n,, OWING: L.O.: —t ► -Q. �.J 0--, DATE NOTIFIED BY: \ ....... , t� �' CIS �init.) 2nd NOTIFICATION BY: (init.) ch 3RD NOTIFICATION BY: (init.) 01/08/93 BUILDING PERMIT -■1116_________,k APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 :DESCRIP.TION : AMOUN7 RCPT , : >aATE�`: (206) 431 -3670 BUILDING PERMIT FEE ,5 '-/, oU PLAN CHECK PLAN CHECK FEE< �.5. „J(., NUMBER r ' �Zo � BUILDING SURCHARGE : L} ��� - : A PPLICATION MUST BE OTHER. : : • FILLED OUT .C OMP. LETELY' ;: !;TOTAL 9. , lnit i , �` 0, .5 SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ t522 1 Ao- °Jag. P3- A 3 i D 0 U t., PROJECT NAME/TENANT ASSESSOR ACCOUNT # t\ -r (.. LA) VC, Lupc. C,o 35a3o4 C1Il"\ TYPE OF (� New Building Li Addition Tenant Improvement (commercial) (_.) Demolition (building) WORK: 1G Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: (1 t . 1' I L V0,1 -, 0-r. 0 r 101 � y 5 P 0 LLX r 6 - 0 cLA 6 € C..k., t. Co . BUILDING USE (office, warehouse, etc.) bpA2- C44(.3JSs NATURE OF BUSINESS: (� ”- . Q. ,,N1/4D C L C 'A run . WILL THERE BE A CHANGE IN USE? 21 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 01,51000 5.0 Tenant Space: Area of Construction: } WIIL,L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: C) S•rinklers [) Automatic Fire Alarm S stem PROPERTY OWNER , Ld /� PHONE 5"15 - 2bo o vClysiN6SS P� fL .. ADDRESS P0 Sax 58 ->'veralc-, /,1v "7 on- ZIP c' il 5 - g CONTRACTOR „) / PHONE 5-) s---s -1 g / "A 7,../ D �A �_ ✓ G l�?P E 4., ¢.�D lGN _1_,..,5_7,) u av� ADDRESS "� �"--' ZIP - 3 WA. ST. CONTRACTOR'S LICENSE # Nifl EXP. DATE ARCHITECT l PHONE ADDRESS ZIP HEREBY CERTIFY THAT :I HAVE READ .. AND ..EXAMIN AND KNOW THE SAME TO :: : BE TRUE. AND'CORRECT, AND:I: AM: AUTHORIZED :TO: APPLY >THIS PERMiT :: .. ; BUILDING OWNER SIGNATURE C , DATE (AUTHORIZED PRINT N �m�¢ ` 2�,� � a/o a „,, „sc.:, srva, 6 c PHONE Z.Oto ? CR 2 •5`t (r 1 \• AGENT, ADDRESS —i- 1 g�, . . A � CITY/ZIP c�� Ip� CONTACTPERS6N PHONE r �J le- A t.. rn c.a. —1 � z 5 9 6 1 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Co ?lelopment Building Division at 431 -3670. DATE APPLICATION ACCEPTED OF I D 'E APPLICATION EXPIRES -. 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F-1, Assessor „........,..........:•„:.:,:„.....„,:,::„.„.....,,,,•,..,...• submittal requirem ......,::.:::•.,•,.....,,:::::i.•:::::•:....:.....:••.:•••• . ............,........ . .. . .,.: ........ , 1 1 ..... ............. • ........ . ..... r ...... „., . ...., .... .. • .... • ...... talied: 4iii;i.ind#pp7.,. :: i, ::: Completed building permit application NOTE A certification . • '''.• ..•..:‘•":::•''':•:•.'":.:•:'"".':."''..•:':;••••:":'''''":.".'"'"''"';''. .1--•••••thateda11)'9 I s :;...,......,•1-.,....'i:::4:.'..iai...io.:tippl,fyff?f...,:.:„...:::,:„„„:1;:„:„:::::::::;:„:::::kii.: . .:: .. . .. ' ... ' . ';;:"........ • .. . . . .....:,.......:...,.......:::::::•:::::::.:::::::::::::,..:;:;:::::'?::;::::::;:::.:::::i:::::::::::iilinz ...':::::::•,:::•:'....,....,...'":,...".:,:::::::'.i':::':..::"..::•iiiiiEr....i..:r901?....,......f,:,..,:,.:::::::.:•:::::.........::::.,..!•1::::::.:',:i::::::::::::.::::::::::::i:i::::::::::,::::::::iY . iii RACK STORAGE , Ea ; TAsSesser . ...Aoppunt ,_........_.......„._. _. ..."••••••";;.;:::".":••••••• • mif:ilii0116ii00n.'.::::...i::::::.:::::::•"::;::::::::::::::,:....;::::•:,;•!%::::::::::::::::::::::::::,:::::.,....1;...::::::::::::;::::::. :':••••::.''''":''''......--;':::: : : - 1 —. 1 . ::' .... "' .. loteabUilding:pSr.,.......,...•;:„:::•::::::::::,F;::a::::,:a::;,;•,.:1'........0.,•;,:::;:]:•N:::::::::N••:::::•••,•••::::::,:::::::::•il:•;::.::•::::..., ,,. •:., ..citirs............,eleir0Plitlilffo_orr7_,...—••••!°-°1•u•:'•d"6••••'••c:::........::.:i: :,.:•::.:••••:;:':,...•..!..!.:'!;!••••••:.::::::..!:.;1:.:'::::•.:,::::••••::::•.„:'..:...•:,:,'..;,,•.:!,:,i,'...,...,.....,•:,•.,•.:..,:!,..::•••••:::::::::::':.'.::'.:::: ':••:::•'.!*17::9rI1:', ..,...:::•.•:•••'••••.‘:...,•,••,•::••••,.::.:..::::::::•.••:•••.;•••:•.•,..::.:•::•:•...•:...::•••••••••:•••• ,..,.,,,.i:....•.....•.:.,•..:::::::11.:•,.....:::,:•1:::...:•;...:‘,....,..i...:.:......,:.,..,...::,..„.......,:,.....i.i...„.....„:„.:....,...:‘.!,i::::::,....:... Assessor ' Account nt• Number . ..:::•:i.:•:::•?..:i•;:i•::::::::il'••••••:•:;;:i.::::i.::'••:'1:1;•:••.:•:•;••;‘::::::;.;,:::::•••••!:•:.:::::•..:::Iii::::::,4::::.' ir-' F .;...:: . •:.„.:•'...::.:::•:::•• :".••••''''••• •-•Whichliielljde:'::::::•:::'4-,:i:.::.•;is.:,..i:i...:...;,:::,..,...::„:„:.,i::?,..,..::::::,:::::::::•:,•::?:•:::::::::::',,:i;.!,:::::::•:•:?1•••••••:••:::::::: ' - • - -:•••••• ••••• ••• ••• •'• • •••• • ••••• ••••••• "••••• ::••• . ::. • - ••••••••••121•gets1PtPI9':!:::::••:•.:.:.::••••••::::::::::::::.:•:.'•Hi'•••••::::.:•••••••:;;i::•:•••••:•':::•:•;•••:•••••'.':•••''' riaiote111t.9,,}....::::::::::::::,: will beilocele:::::: . ••••• .,...,..„...,....:,:,.?. . ••••••:.'• •'' Enxititrdeasapars7; ...•:•-::.;-1.i,... . .. ,. . • .. • ,,.. ...,.:...,:..........::: . Twc.,..,, ......:.„... ;...,.. .... : ., . ..:.:':.::..' • . • building and location d . • •• .: D of all aisle E 'S l.eteiai''',.: antenna/satellite (:::::,,n,90,',.,;,1,,„....*.!0. h....:6:1)oirPi69 ' ,.. '' : : :.. ' : 9 :.....,,:...:.:..:.::::::.:,....::::::::::::.,...::::;,:.::::::.:::::::::,:.:::::,::: .. . • ..:a.....:''s'...•;::.c:i....i...‘',,.'5). L.i! ....:,.. •.' ,. , , ,‘ . . ,,,,,: spa , . floor pl ... staiii .... .......::::•.:•••:•.••••'•:••••••:''':"•••iwashingto!?•'-.7.--.1.:::••':••.,• : ,.:•••:::•::1•••••••::'•••••:::•,..':••:':: idili lindleilgt!•1•••!;•!1.1;!7.:1!:1•i::.::; 11-71:::.:;:::'6.:':•'.*:::'::.H:H::::::'''..".:temPi)...1.::!?1•:?•:•.:?:::•;.:::i'.:::::::;:::.:;:;;.••':;:.:::::;:::::::::;:i••:':•••••••.....'•:::•::::','.:•'•:.•,'•:•::::,:,':?....]'••••:' El- Structural calcu . /NOTE: Includedimensions .of rpaks..:01177.t.1!!.':•:,;:.:••.,‘". ''''':' ... ..f...• '.... ••• . . and exit ways on plan.. .....,.. ington:S.tate.lice nsec•••••••••••::::. ••••• : : .• •••engineer:eley•lr::,.....:1.:,,,..,:::,..,:.:.::,•:..,..,•„:.....,.,....., [7.' calculations stamped . ....,..,••,...•,.., •., .,..,....•,.....• ....:::,.....,::::::::::•, . '•:::, . •,:::::::,:::::•...,,,,:::::::•••:::::::::::•,;:: • .• engineer (rack storage 8 andoVery........:•: . ' :•''.•••••••:' - RESIDENTIALi ,.,.. required RESIDENTIAL E.. LL.iNGp/ACDMO....N,..S •;,,: •••:•:;•••:. •••••'1----lcon7)0pi19.....?..',...,d....:'...n...g-:()7)..:::',...1.....:....:.:;::::,;:::•::::...::4.::;:::::.:.:::::i:::::::.....::::,.:::::1:,...:::::::::::::::::::::::::::::::::,:::::::::...i...::.::.::::,.....:::::,:::::::::: SINGLE ' Ch'structure), .,, iiP l i cat i OO • • :(9 e e•:ir.99 .. .:.!.. ,. p . .. , F iL 7 0) ... , !::: ::.. : : . : . ... i . : ‘ .! . , : , •i'!: NEW . • ''' . . • it application (ono. f9r....7. „..... ..‘.........,. „.... .. . ri Assessor Accoun.,.. i '' . a' Which.. 199 ..-......•,......:.%.*:,. :••••••,. :::•...:•::: . •••.••••,••:•••:....:::::,..•••••:::::•••.: ... : • • w o r king drawings, ,.... ..•...,•:••••....::::::::::.:..::::::.....:.,.:.::::::::...'.,...•,::::.:•::::::::::::::::::;•..::::::::::••.....,..:•:...: Completed building permit ... . . . .: ,. , . .... :,,,.• •:•::. •.••,• .(2):•6ets of wor, , , .,...:„ • • s• .,...„:...,,,,,,..„.....,,,......:,::,.........,:::..ii.,,.„:„,,:...,..,„•..,..„:,...,.:„.,..,,,,,..::::,i,.....„,.,.......i I Legal description ..........., ...:,,• , . . .... ,. :'••'••'•••:•"'':':•••:::::::•"•:.i• • •. •••• •• Undation•Pl!Ir1.:::::::::::•::::::::::',.:::•.':::::,•::,:ii;••:::::::::::::i...,..:::•::..::,..."•:,:•••••::::::::::::::••:iii..:•:'.:',.;:i.':.•:::.'•.::::•:•:::::::::;:i'•:,:::::::: lude:••":•':::•: Assessor Account a w hich include ::::',.::::::.::''‘,......:.::::::.;::::'.:::::.:;*:]:,%:*': :ii"',.i646).ii!N:ii:•,1!.....i,*::.iii,,.;:;$....',0::::!:',2..40.;;::::;;:..i.:Z.:::;'; Two o f working drawi P- ' Y''.. ....:•:,..•:::•:,::••••• : :.,•,....: ••• ,:••••••••••,iic;•iiiii,a...:„••••••••;::::,::,,....::. :•:::::!',,:•;,::'•:::•••,••,:::::•:•'•:•::::••••••••,:•:,i,,E33•tiulitldiiinngeclreovsati..soe,n9eti•:(0n,::::!.:::"...,.....,......:::::::.::::::.::::::...:.:,......:,.....„....0.1.,.........., Site plan — . WO sets ,-, °. . . fon plan how closoqthydriul .sha.tyirio.„...i„...... . , ., ... , ‘7', ' ' access to building ' : •• aeis). :''":ii:1. ''.: . . . :.. : ::h .. 7. . • • ' framing plar...,..,......• ;triit.appliqqr,Fp,:..:,:,.::::, •:.......'......: s Fo ite up p a la a n tirlar -- 7 -7 !7p, ..... .: ::.•.: in?4)C1 width . a . nd len 9 , th . 9 f .. c . : ... . ... .-:" .'i.. .:,;, ....„......... ...,...:.,.: '' ..,..:1,T17 fra !:,...•LI:"::.*:(Jr i;" ' .i be P :;l.... a.....ii!'i'1gf:j!I1!! ..:??7!:.:' , • , . Floor plan ' ::•••••••:•. • • . . • • • *, • .........::. :...",•:;:•.:.:::.,•••.,: .:::1/467-g.'llfant fil,.??,....., i,ct „ ,:::::::•......,,,..„: :. ...... :.:: .,,. : ,... ,.: . „:„,..:,...:,;.„...,...,::::::.„.... . :: . : .. . ..,..........,,,..,......,:,„ • ' ••::,.:.•• • Roof plan :• .:•,...., Building elevations (all views) •: • '••••••':•'''••••:;•'''..":••"•:"::•„..:- . • • " •"". :":: and plans must., b e submitted ',,. . . . . ... • ..... , • •.: , . ....,,..::,:::.:::,..,.,..:,.....,......„..........„..„:,...,::,..........,,,..„....,„:..,..,..,:,:•:......,,,:, .:.::•.,Building'cross,sectipolans , .:....::.,, ....... • • ,:. : • • . • •. . . ,.. • .. Structural framing : : .: . :•• : ..... :... ,......::::,:....„i„:,:::,:::,..:::::::::,...,::::::-.. .,, 9E10. 0..,FS,..,...:••:;..•:•,::,...::::1.•:11...t:::••;,,,::...•,:•••:: permit ................................................................................................................................... strUe4,! !?..:::.:.:2:::::::':: . .. State Energy Cede •, • ::::••• . , . , . ,•••••••,•,:.,:.....,•.::,.„•:•:::::„..,::•••••,,,••r•::•:::, - :11 Com : Acc ount ............, -.. ••:::, •• ., ..,..1.,..:‘,...;::::::,...:,::.,,:,...::::,:.,..„.,..,.H.......,..,:,:ri,..,... ...: ,,..:.i.,.........,..,...,,,„. washingloIl ... .. , . , . . .. ... , complet9d, uiliy pii i.. mit' pplicatiOp '•.••-:::•;,,...... ,.......,•• .......,•••• : .• ••:.-i ,:.. ••••••:, ..:.:,.:.:...... r — ..Assessor.:„ ,......11:.."71::ti...'geii.:.'0f,,.:,..Til.....:.4t:6a(iioipg!,..:... removed ......"..!7::::::::::::.:;:::.,: .deSoril?ing ,,,•,•,, ,....,..,, ... ... ,......,, d sign.. 1--- Narr ative .., , __ . .... . .. , nsPetion;aa,...„ Si x S.7, ::.... ., ,:,, ......-::: • si te p lan may be,co Al sets of site plans showing utilities . req uired priorto.linali .... .......... .., e... :,. . .. . ,. pl an and utilitysire p f ation letter Is reci ....... NOTE A:car# !C.,..•, :.• ••• •••••:•••••:••••.::,.-..-•; .•:::•::. . ••., . ,............,......,,,,.. , NOTE: • Building site • la • • hockhst for.spe: .....,.....'....'...'... . • - . •• . ire ••• ••',•• t he permit ... :....--..........••••••••• ' ' t application and c .... .. ... utility permi •. p .... ., .., .. ,... . i,i required if. uniq : ef f • •• P - ..,....- .... ..... mbined.•: specific SUbrni.tial requirement ' '''''''..... Additional topographicaland.s011s.iril°76.tton:!ay. ' • ....... .. :... :. .. ' ... site conditio.7s, . ... ."-." 7 . : toatenai emu , ... . ty ^'•:• j' :. t i • ; ,5 h , t.. .. �. n4 tt+�. �,..: . M•: - ; 7 ':1K' i.r'ik , I,�:y .;r.. `: . }.,�„., .t• _•t' i' l �'.A,{ y t � 4. i,irss S "� Y L^ i' ;••'' . i .� t t'A 0 • ^.ii .. ,•a„ < �a' ^. r'C'd' i '� , � ^ `/ •'t • ;A�' c4�liai �Iq �J�+''r rS {Y1j�M [. 5 `. �'tfi : �• �+ •� }Pj. �j ?�>.�� y�.t ��,..i �, s r r ** +F It•kr* * :*• . h *k•kk kk * • • *fir ►*• t:1 .•h• • a fir le.kk GENERA 54.00 CITY OF TUKW].LA. WA ,, l•itt•iM:3MI:1 GENERA 35.10 kA* *•k ;l'* A *,k ,k *kkk :4khk A k *.k *. * *A * *• k k• •Akk k• ••k * GENERA 4.50 k * h k �4 A 4 k k *•k•1 A *•k 'h A TRANSMIT Number: 9400 3188 Amount: 0 93.60 10/9J./95 16:10 TOTAL 93.60 Payment Method: CHI GK'' Natation: NATIONAf: ENVELOP Init: SLR CFIEpK 93.60 _.�w....... _..,.. _.. ...•.•_..__,...... _. •.. .......:....._.._._..•,.._. ._.•.. CHANGE 0.00 Permit N o : 1395• -0370 Tvpa: U- -RACKS RACK STORAGE 4;01.14 7 543A000 17:05 Site Address: U3221 ANDOVER PK W •� /' Total Fors: 90'.60 I Fi i s Payment 93.60 Total ALL Pmts: 93.60 Balance: .00 *• ** *\* **• ** .k *•* *•}E•kk *•AAA k* hA•* k* AA*•A***** s1• kAA •bAk•hdr* *•*A'A•i1 * *b*.A•kA•+1* Account Code Description Amount 000/022.100 BUILDING -• Nf3NRES . 54.00 000/343.830 PLAN CHECK •- NONREO 33.10 000/306.904 S1ATE BUILDING SURC'HAROE 4.50 INSPECTION RECORD ck Retain a copy with permit 0 0 • PERMIT NO, _ CITY OF TUKWILA BUILDING DIVISION , r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -(206 431 -3670 L F Lo E '1 _ L RAC KS Special Instructions: Da Wanted : _ ck`-•-• ne v lb 1? R I Phone No.: 1 G a 7 S • ! A Approved per applicable codes. ❑ Corrections required prior to approval. • COMMENTS' ,mitt { inspoctor: Date; ,r_ ❑ ;moo REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -rye , , , lall111111111 tr..+ _:c_etnicol ?., :+ Viz.. Y .� :k ;;tl�urS` ' lY] MQY�� {IiM.t11�4 rYi1�:S'.:uStad:r 4mfi:i bc:s: x . • • , . I. r City �y 0� Tukwila �� John W. Rants, Mayor ors i O 0 ' _: Fire Department Thomas P. Keefe, Fire Chief gC 1908 TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM n Permit No. ` �-3 �/ 3 = Project Name /24 A° . , Address / - / ,fl7' 4 /rr Suite # ,> Retain current inspection schedule Needs shift inspection ' Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: b5'7"‘7 e/- Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (20•) 5754404 • Fax (206) 575 4439 *__.-._, .,_.__,__,._. _,._.__,. -.._.. ,.- ._.— ..,- --- „-- -- -------- ( CITY OF TUKWILA Address:. 18221 ANDOVER Pi; W Permit No: 895 -0370 Suite: Tenant: NATIONAL ENVELOPE CORPORATION Status: ISSUED Type: 8-RACKS Applied: 10/31/1995 Parcel *: 352304 -9119 • Issued: 11/28/1995 * •k * * * * * 'k .,k k * k •k • k 'k * - k ' k •k k k * ' k zk kb * ' k 'A k A * •k ` k •k k k ' k k ' A k k 'k 'k • A A A ' k * •k k k* ' A k k 'k 'k 'k •k k •k • A •k * ' k 'k •A * k •k •A k k * Permit Conditions: 1. No changes will l be made r t o "si tt.e;`' p :l r»a:'_ii, 4 l e _approved by the Architect or Engine and 'tiie`"Tuiwii1`a`"Bufld,i Division: 2. All permits, insp otioii��recar :, andl approve ' � l� t s, shall be available lhe'' 4;j.ob s,,, "„,p, i to F t'he start• o * arty - `� str�uction. T &' e doetme�rt's4at;ee,.to'.be maintj.a11� , vaI1 a b 1 e until 'ff' in•a 1 �i n syf e:c t i.o n approval is g rr4n,t ned eed .,;� ..x a ; • � 3. All const t b ,e done r:'i confo W`f ir - a ' pprove e si ,.� plans an;#, v;equir eriiehts of mthe' 1Jfiform Bu1 1 l 'd1ipg. Chide, (,191.,4 f. � � act � zF. 3, '7/1/10-:" ` ” fF fsy, 4' S `> t`z 4 . Va 1 I'd i t e of Perm t , i:I 'The i' ian e of a permit at: � p rr. l� o plan. y:7s pe iti °. ions and' c nputatx shall not „ be to n'`- , ' s.truggd o jibe cat a •permi t , °fwoP , or``1a.p ,approval of, any `'viola \ ' of any s of. M Ile' pr nv i s i ons of tie b "u`9.,141,,i ng code or oft ari ,,7 % \. r • other { l or�kiinafice: a of the" 5"ur. :f.sd ion:: ";�" No perm t pre s,pm1ng ' 4J.\ giv /aut lib r ..i'ty, to vilol'ate. or ;,c ncel•r'` th'� f+ 'pro.visions of thins to ' coli ;t - ha 1 1 be Eva 1 id , e ` E s ti k i , ��44`'1 i I /.r , .:n },.i T ( 1 1 ..:1,7 , it !d L '. z i . , {}j r t , : . . t., 'ac7D 4l I . ,�i1 'S� b f' *.., �, tf.R.. •ti . ;`i. �) (i Lt � r . ,'.° . 4 c , , „ 7 ` ,) ; .f n 4 S t r !f ,:, n rt:; 4a- za , � n, } r. �t S � - 2— ' t' t 1 f ' 1 4 .• +t [ : L 43 errto4t: f , ,. it \ " ' i , \ ”" \ 4, -■r 0 ( ) ..„ „,...„ .0, , .„,,00, :, ,: . : z ( f t4 vo 4 i ,..„, sc ,‘,,, ,„. ,,,,,,......, , , \ . 0,„, .. „so .„., .,,,,,,, : ,0 , , r .ar o 'Er 'R '" ^', 4 p'�4 ,4 . " , ,,' , IDS u t,, t` t� i t t S' niY h ,U . k 0 . "'c, i , .- 1 Yk�, r �r l."I'i .0,-- � , "f ti 2 J}, '" , 'a -n G r3 . it `4 r -0,, A . 1 ,. r",,:+'" AI - Type A 6 d 1lt+l Sx Ix T -7--- 7 - 7:, -- 17. \ � � . w D S _ I . z 1: i q I. _ �_ 63 CD A 3.50 2.75 1.63 14 0.74 1.37 A 3.00 1.63 14 0.44 0.47 1. ?0 -- 0.63 _ 13 3.75 2.75 1.63 14 0.82 1.62 - B 3.00 1.63 13 0.51 0.54 1.26 0.62 , C 425 2.75 1.63 I 14 0.99 221 C _ 3.00 14 0.63 Q.75 1.33 1.10 D 4.75 2.75 1.63 114 1.18 2.91 _ + D 3 3.00 13 0.74 0.87 1.32 1.09 E 5.25 2.75 1.63 14 1.38 3.74 E 3.00 3.00 12 0.86 1.00 1.32 1.08 • t e 3 F 5.25 2.75 1.63 ; i? 1.60 4.35 ' F _ 3.00 3.�' 1 10 1.08 1.22 1.30 1.06 G 6.00 2.75 1.63 -- ,,1.70 524 G 4.00 300 14 0.71 1.08 1.74 1.12 II -, H 4.00 3.00 12 0.83 125 1.74 1.12 L J 4.00 3.00 10 1 121 1.78 1.71 1.09 0.75 - D t 1 [ 4 i N � 1 O < t I m ! FRONT SIDE t 0 y- ---- t V TYPICAL ELEVATIONS 8 -I SEE INSTALLATION DRAWINGS FOR C) : BEAMS 2 COLUMNS SITE SPECIFIC INFORMATION DIMENSIONS AND PROPERI1ES - DIMENSIONS AND PROPERTIES NITS; INCHES UNO NET SECTION - UNITS: INCHES UNO FILE COPY I understand that the Plan Check approvals are U D X0 subject to errors and omissions and approval ^f 0 Q E plans does not authorize the violation of amyl A ? he rack ac c. code or ordinance. Receipt of con �J d , t v r'sc of approved p i - ITV 4 �� _CC copy d i ,•J ,.v f! a v 1 9� B r ` � C' C�""'s � �, \!1 • � `I M " Anchor -Min 12"Andwr � )tL ©1�1 (tom tom) (2 P� t 118 V Welds s drawing. v 2Sf /JO, 13. © ate bq 0 - Ira 1.2 f Permit No- � L S • $dG • • to I welds t� �Of WAS Cr 16 stress 1 'Q IT - . . � Lr1 ved types e g I " , . - Z ' 7.00' _I ED STANDARD v h = 1 _ r CITY OF TUKWILA T=11 ga SEISMIC (t231r) • E sm )9) , / • '�& � OCT 3 1 1995 BASE PLATES 4 liameter. ONAL PERMIT CENTER SEE INSSTALLATION - 30 approved. -i -.i.e.__. i- ) EXPIRES §- Z 1- C 1 FOR CUSTOM SIZES AND ANCHORAGE Its shown on Min. 7/8" net throat per hook e sizes shown Hooks at 3" C-C - - - OCT t 6 ess PETER S. HIG - INS DATE Q - '1 25-95 Job# noted on the ::it e .. r TES BEAM- COLUMN CONN. ( STUTU-' ENGIN z -S DRAYdI REPUBLIC 198 1 n drawings, the 7 ga Ctt,C STO RAGE RACKS ' LTO tt �Y APPROVED STANDARD D ETAI L WET / 25. ` ■ _ •. y ONLY -4 _ A /RPIICAT • , DRAWING 6 ,4 - S ,- :, , ' ACR• , BLOCK k P. H filli - t ' 1 ( -- T A t3 d to Sx i t [ � A 3.00 1.63 14 O.d4 rG .d7 1 - ' ■ x Type W D � � Sx � y ^� � '-1 ° � A 3.50 2.75 1.63 14 0.74 1.37 r - - - 0,63 3 � CO B 3.75 275 1.63 14 0.82 1.62 ^ B 3.00 1.63 13 0.51 0.54 126 0,62 _ 0 D C 425 2.75 1.63 _14 0.99 2.21 C 3 o 3.00 14 0.63 0.75 1.33 1.10 118 D 4.75 2.75 1.63 r 14 t18 2.91 D 3.00 3.00 13 0.74 0.87 1.32 1.09 [ 1 110 , E 525 2.75 1.63 14 1.38 3.74 E 3.00 3 - 0 3 12 0.86 1.00 1.32 1.08 li • CONN. F 525 275 1.63 f 1 ,.so 4.35 F 3.00 , 3.0;i' 10 1.08 122 1.30 1,06 G 6.00 2.75 1.63 1 ri 1.70 524 G 4.00 3.00 14� 0.71 1.08 `f .74 1.12 _ _ _. H 4.00 3.00 12 0.83 1.25 1.74 1.12 , Type C e J 4.00 3.0 10 121 1 .78 1.71 1.09 A-F 1.50 1.00 0.75 - ` G-J 244 1 D 101111111.1.1.1m.1...11" i L. < t jo; FRONT of L j _i_ i �- t . v TYPICAL ELEVATION; I° B I SEE INSTALLATION DRAWINGS FC C 1 BEAMS Z COLUMNS SITE SPECIFIC INFORMATION D DIMENSIONS AND PROPERIIES - DIMENSIONS AND PROPERTIES -1NCESRUNO NET SECTION - UNITS: INCHES UNO FILE COPY BRACE DIMENSIONS I understand that the Plan Check approvals are 14 ga ,jViik s ubject to errors and omissions and approv n, - GENERAL NOTES {lions does not authorize the violation of any I NF - :;� .N;L"4 coda or ordinance. Receipt of Eon i9 '55 1. This drawing shows standard details of the rack ) ` vv t r �»: V�� 0 product line only. See engineer approved installation drawings (same Job number) for tra crScopyofapproved f�- � , ,, , � �' `'� components used, special details, arrangement, �� ' � sGO I `' Min 3l3'Anchor ll�r 12'� 1:44 and site specific information. i3 2. The installation drawings govern over this drawing. Air jJo✓ IS' B 3101t O1� (1 pa post) R Pea' Pos 3. MATERIAL Date , Steel - ASTM A570 Grade 42 UNO r• bq �°' a O I Permit No. $, S. 1110 1t8 / :; Welding Electrodes -AWS E70-XX (all welds C - 7 �� q/, G' ° • l is pass Stet welds designed at 50% stress Q 4 t A O I -- , -'WO f 4,. • C7 4. Expansion Anchors shall be ICBO approved types. e.g. �.. RECE Rini Kwik Bolt (ICBO RR #2156, s ~ ` CITY OF IVED LA ST T=11 p SE: MAI Ramset/Red Head JS type (IC80 RR#1372) 11111,. f 1 t C autebo Taper -Bolt Sup -Ruud (ICBO RR #3219) Rawl-Stud (ICBO RR #4514) z� OCT 3 1995 • BASE PLATES - COMMON SIZES ONLY Embedment shall be minimum 5X Bolt Diameter. N / �" PERMIT CENTER SEE INSTALLATION CATION DRAW NGS Other similar anchors may be used if ICBO approved. -r -mot,,- �- I EXPIRES. - Z f -cf t • 1 FOR CUSTOM SIZES AND ANCHORAGE The anchor types, sizes, and embedments shown on Min. 7/8" net throat per hook the installation drawing govern over the sizes shown Hooks at 3" C-C -7-TUT ♦- OCT 2 6 '�` r D AB on this drawing. PETER S. HIG INS Special inspections are not required unless noted on the . . ^r. IN 10-25 -95 REPUBLIC installation drawings. BEAM- COLUMN CONN. ( ST , • E f.TEs - s DRAM a 5. Unless noted otherwise on the installation drawings, the 7 ga �� - PACIFIC G 8 225 -F . •i : t CA CHECKED STORAGE RACKS allowable soil bearing value is 1.0 KSF. . ��, i -�" ° . 41.-4-4:.;,„„.. - _: ° STANDARD DETAILS n oNiy - r ALto . _ APP ROVED / B ❑ . • e' w DRAWING - r USr._ , - • -- smock ✓ P. H. f L National Envelope Republic Racks Location: Tukwilla, WA • (Zone 3) 4y W r • Prepared For: * : h � X � • � a Conesco Storage Systems, Inc. , , . a•• o� Seattle, WA 4 203 ',,' Prepared By: Peter S. Higgins And Associates 0A, Consulting Structural Engineers l F,ttCi 1225 -F North Pacific Ave. Glendale, CA 91202 t EXPIRES ,`Zr -1477 (818) 549 -0072 ! Peter S. Higgins, S.E. Job Number 1981 CITY OF October 26, 1995 OCT 3 1 1995 This Document and the -=ig. t contai s is copyright by Peter S. Higgins and Associates. It pro ded -a an in trument of service, and shall not PERMIT CENTER be reproduced in ny f - =hion w thout tre written permission of Peter S. Higgins and As= ciat -. Ammmummir /Not a to H il• g Departments If this 9alculat s . tted o. building permit approval, it shall contain all she is of yG io's -s listed in the table of contents on the ne )5t page ) , a : =1i 1 b :c panied by„..alI' swings listed in Section 1. A docup n•= she I •e r ppropri CZ seals nd signatures in ink o a • as • ••lor t t s Job Numbs Reference. The calcul =tio 1 b- sine. acr• th lock. - -- . REPR•'UC'_• •F - IG D C•P _ ARE IskALID U\ I T - gV BOILQ ON1 SkGN PET.,..; S. HIGGINS AND ASSOCIATELj CONSULTING STRUCTURAL ENGINEERS Project: National Envelope Job No. 1981 October 26, 1995 Sheet ii Table of Contents 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.2 Seismic 1 1.2.2.1 General (1991 UBC Standard 27 -11) 1 1.2.2.2 Short Formulation 2 2 Basic Configuration 2 2.1 Components and Geometry 2 2.2 Check Beams 2 2.2.1 Design Forces 2 2.2.2 Beam Properties 3 2.3 Check Posts (Dead plus Live Loads) 3 2.3.1 Load to Post 3 2.3.2 Post Properties (net section) 3 2.4 Longitudinal Seismic 3 2.4.1 Base Shear 3 2.4.2 Design Forces 4 2.4.3 Post - Combined Stresses 4 2.4.4 Beam Connections 4 2.4.4.1 Design Forces 4 2.4.4.2 Connection Capacity 4 2.5 Transverse Seismic 4 2.5.1 Base Shear 4 2.5.2 Design Forces 5 2.5.2.1 Stability 5 2.5.2.2 Brace 5 2.5.2.2.1 Design Force 5 2.5.2.2.2 Brace Capacity 5 2.6 Slab on Grade .6 • PEI( . S. HIGGINS AND ASSOCIATED CONSULTING STRUCTURAL ENGINEERS Project: National Envelope Job No. 1981 October 26, 1995 Sheet 1 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the struc- tural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates RP - 1 1.1.1.1 By Others Conesco ENVE -1 (9- 25 -95) 1.2 Loads 1.2.1 Vertical (Dead plus Live) Loads per level = 3.6 kips Design beams for 25% impact 1.2.2 Seismic 1.2.2.1 General (1991 UHC Standard 27 -11) Where: V_ZIC�✓ Z =0.3 R tr 1 =1.00 Thus: R =8 Longitudinal 6 Transverse 0.563W V < _ 1,25S R T 213 C ° T213 < 2,75 213 W within the range: S <1.5 (unless lower value per- 0.031V <_ V 5..0.137W mated by soils report) W =Total Load (Dead Load of rack, is usually negligible) T may be determined by any rational method, or the default C /R of 0.46 may be used. PET.... S. HIGGINS AND ASSOCIATE(, . CONSULTING STRUCTURAL ENGINEERS Project: National Envelope Job No. 1981 October 26, 1995 Sheet 2 1.2.2.2 Short Formulation If racks are interconnected such that 4 posts in each direction resist lateral load, then (using code defaults for C /R 0 . 0 7 5 W LL } (since DL « LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. 2 Basic Configuration 2.1 Components and Geometry W D Id b H a I W =131" H =156" a =78" D =42" b =78" 1 =44" 1d =58" Beam Type Upright Type Min. C. 2.2 Check Beams 2.2.1 Design Forces Lit/ < M N15. (2)(8) Smin - =36.8 inch kips =1.46 in3 , • PEI S. HIGGINS AND ASSOCIATE,.'' CONSULTING STRUCTURAL ENGINEERS Project: National Envelope Job No. 1981 October 26, 1995 Sheet 3 2.2.2 Beam Properties or, G Beam t =14 ga O.R. 43 [111j m S =1.70 in I =5.24 in 2,75 2.3 Check Posts (Dead plus Live Loads) 2.3.7. Load to Post P (# of levels)(L) 2 =3.6 kips 2.3.2 Post Properties (net section) 3.000 1 C Column l /ry =40 t =14 ga a /rx =59 0 A =0.63 in F =20.0 ksi S =0.75 in r =1.33 in P =12.6k r =1.10 in M =18.9 "k 2.4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method - UBC Method B. Deriva- tion supplied upon request. Units: kips, inches, seconds Where: T> 1 VWL3 (2 n 2 + 2 n + 1) L = Spacing levels 2300 / I = Moment of inertia of post n = Number of levels Substituting yields: T >1.9 sec Thus: V <0.045W • 1 . S. HIGGINS AND ASSOCIATE(,' CONSULTING STRUCTURAL ENGINEERS Project: National Envelope Job No. 1981 October 26, 1995 Sheet 4 2.4.2 Design Forces P <3.6k; V <0.16k M <Va- (1.3)P (fixity due to width of base plate) < (0.16) (78) - (1.3) (3.6) = 8.1 inch kips 2.4.3 Post - Combined Stresses P M P M =0.72 <1.33 O.K. 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn 2.4.4.2 Connection Capacity Standard Connection Effective throat of hook = 0.875" X 0.188" = 0.164 in Allowable Shear on Hook = 2.3 kips M =(1.33) (2.3) (4)= 12.3in k O.K. 2.5 Transverse $eismic • 2.5.1 Base Shear • Use Short Formulation V= 0.075W =0.54k • PEI( S. HIGGINS AND ASSOCIATE( .` CONSULTING STRUCTURAL ENGINEERS Project: National Envelope Job No. 1981 October 26, 1995 Sheet 5 2,5.2 Design Forces D a Vh' P"1= D V h' =117 inches P =1.5 kips h ' Note: Bracing shown is schematic - see this section, subsection .2 for actual + P geometry. EQ 2.5.2.1 Stability P <PD + L - Stable -No Uplift. Anchors provide added Factor of Safety. Use min. 3/8" diam. ICBO approved expan- sion anchors. O.K. Minimum embedment 2" into slab. 2.5.2,2 Brace 2.5.2.2.1 Design Force Pb <0.8k 2,5.2.2.2 Brace Capacity o t =14 ga A =0.23 in 1.50 rmin =0.33 in L kl F P (in) r (ksi) (k) 58 176 4.83 1.48 O.K. ,a.. o . .. ,.:L. r. „? ;:1,. .,,w . , ..,,.x......�. - .. ........................,., .. ».., ,.....,..,.,, ... ��„ a. ....nvnrtw.:ricnvsu:rsnw.r,...i .e.n ...�.............. «.... _..... ....,..,.... ..... _ ...,_ ..... .....r «+. PET_ . S. HIGGINS AND ASSOCIATE( .) CONSULTING STRUCTURAL ENGINEERS Project: National Envelope Job No. 1981 October 26, 1995 Sheet 6 2.6 Slab on Grade Treat slab as equivalent unreinforced square footing p Where: Lc - .� P = 3.65 kips b = 3 in. (average) t • - b t = 4 in. f'c = 2,000 psi 1111 ea a t Qa = 1.0 ksf B B= 12 P Qa S m (12)(t2) =22.8 in c 6 =50 in /ft 1 B -b -t Lo 12 2 Mc a = S C =0.66 feet =0.081 ksi M = Qa (12) 5� f 2 acallow = 1.7 =2.59 in kip /ft .. =0.085 ksi O.K. ? ' ti- V-1- ''. gi• City of Tukwila John W. Rants, Mayor , , N " f -.::: f ,,� , : Fire Department Thomas P. Keefe, Fire Chief '' ,'''' ....."f 1908 - November 14, 1995 Fire Department Review Control #B95 -0370 (511) Re: National Envelope Corporation - 18221 Andover Park West 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 Standard 10 -1) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 575.44.39 . t �� R \%'', Tukwila City of l ukw la John W. Rants, Mayor Ffr '� . r' ,t � 1f' Q Fire Department Thomas P. Keefe, Fire Chief • 1908 Page number 2 company or person performing the service. (NFPA 10, 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. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) 3. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 4. 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 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit sign's shall be Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 4439 • . Ci ty of Tukwila ' "� fri t � lohn W. Rants, Mayor tct _ Fire Department Thomas P. Keefe, Fire Chief \\ • 1908 Page number 3 illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 6. 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. 7. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. • (UFC article 2, sec. 209 -H) This review limited to speculative tenant space only - Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax. (206) 575.4439 ■ ._............._,. ... ...... .. .. . ... _............M».«.. .r•.ao.es.ee w.rvrt'rtvinxrxaY!c. .. t � s � " ; O ; City of ���ll� John W. Rants, Mayor ; ...1 , + sf� , , O 0 . Z , _ Fire Department Thomas P. Keefe, Fire Chief ,•........• .. • •.." O '' , , 1 90 8 - -- Page number 4 j special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phony (206) 5754404 • Faro (206) 5754439 department of labor and industries conesco storage systems RECEIVED OCT It 095 _____ --- 193' 4" ....- ,E I-60" . , ELEVATION VIEW SCALE 1/4"=V T --.-, _.... -•-.1.2'-0”- __, _ • ---•-• 1-16" • 1 o o , 55 1 Li Li ,... Or l___'-.-1 1 -.-9'.-- ri 1 I 1 I I 1 — il h — REPUBLIC 'C' SERIES / UPRIGHT FRAME 130-1/2" 1 prl W/3" X 3 COLUMN AND STANDARD FOOTPLATE ■ 13'-0" , 1 1 III"— 1 mil lib. . . R. , - 26'-2" ... END VIEW (DOUBLE ROW) _ ° ° _ 0— 1 145'--4" 50'-6' I _ 1 I I •-• -- 1 3 0 - 1 / 2 ' ----- — — — — — I 3,600 LBS. o -- I.-- 42" TYP. ...,_ PER LEVEL o 16" -.- -•-• _.. --n—io. 6' —9'-0" REPUBLIC 'C" SERIES LOAD BEAN W/6" FACE 24'-9" 3,600 LBS. PER LEVEL ' 13 0" I 78' I 49'-9' o o o OFFICE - FRONT VIEW 11‘ 4 -1114 1 P % 1 V _ , ) ' _)-- I news. S. 21-44 4% c ZIEREERa q .3 • cr,"geg. OCT l 9 8 1 ocr z G 995 . 8 , ' '' , ■ 91 6 95 CT 3 1 1995 JOB Niholactl UmE 1 DIN G ,,, frooA, FEW CANTER CUSTOMER NATIONAL ENVELOPE - TUKWILA, WA, SCALE' APPROVALS' DRAWN' PLAN VIE WSCALE 1/8"=1'-0" PALMER DATE REVISION NC THIS DRAWING AND THE INFORMATION 9/25/95 SHEET CONTAINED HEREIN IS THE PROPERTY 1101 WILEY RD. 7745 tat AVE. S. 4491 JASON ST. OF CONESCO STORAGE SYSTEMS INC. AND e,CONESCO SHAUNDURG, IL 60173 SEATTLE, WA 98108 DENVER, CO 80211 1 me) 882-0207 (206, 762-5969 (303, 455-7080 OF SHALL NOT BE USED DR DISCLOSED eci 5 .0.03-70 WITHOUT THE EXPRESS WRITTEN PER STORAGE SYSTEMS INC. lommo■ FAX (708,882 FAX (2063783 FAX (503,455 1 MISSION OF CONESCO. DRAWING TITLE DRAWING NO. 1 SUBJECT TO RETURN UPON DEMAND. Rack Layout -1 9.5 ENVE-1