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Permit B92-0232 - VIKING OFFICE PRODUCTS - STORAGE RACKS
(It' re \I K.I 16 Or ce City of 7�kwil� Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0232 Type: B -RACK Category: Address: 18270 SEGALE PARK DR B Location: Parcel #: 352304 -9119 Zoning: Contractor License No.: TENANT VIKING OFFICE PRODUCTS 18270 SEGALE PARK DRIVE B, TUKWILA, WA 98188 OWNER SEGALE MARIO A PO BOX 88050, TUKWILA WA 98188 CONTACT GUTHRIE ED Phone: 206 575 -8747 18270 SEGALE PARK DRIVE B,: ' TUKWILA, ..,WA 98188 ********************************************* * * ** * ** * * * * * * * * * * * * * * ** * * * * * ** Permit Description: INSTALL 18' HIGH" STORAGE RACKS. Rack Storage Dimensions Linea_r.,Feet 1>368 ,'624 UBC Edit'i`on: 1988 Valuation: 21 * * * * * * * * *' * * * *, *************.****:**,*********** ] * * * ** * * * * * * * * * * * * * * * * * * * * * * ** 7 71 - 14. l L Permit Center Authorized Signature I hereby °:aert`ify that I have read and this permit and know. the same to betrue and correct. All provlsiOnSoflayancr ordinance governing > this`work will be complied ;with, whether specified herein or not The granting > of this does not - presume to give authority to violate or cancel the p rovisions of any other state or .local laws regulating construction or the'pe'rformance of. work..I am authorized to sign for and obtain this buildin2 per)it. Signature: Print Name: &0re441 1 RACK STORAGE PERMIT Height 18.0 .0 .0 . 0 . 0 .0 Permit Fee: Date: (206) 4313670 Status: ISSUED Issued: 07/14/1992 Expires: 01 /10/1993 Totals 24,624 Date: 7, / AwA6 This permit shall become null and`Voi'd` 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. PERMIT NO. CONTACTED DATE READY DATE NOTIFIED 1 CIC r� BY: PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3Ei 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER - -- INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FL SQUARE FEET SQUARE OCC. SQUARE OCC. SQUARE OCC. FEET LOAD FEET LOAD FEET LOAD SQUARE OCC. TOTAL FEET LOAD SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. Detectors �P:ARTflil��" 34 BUILDING - initial review FIRE O PLANNING o PUBLIC WORKS O OTHER BUILDING - final review Tnnuirlo cep - BUILDING PERMIT APPLICATION TRACKING PROJECT NAME \(iK SITE ADDRESS 'M�iFi �Ix (D REVIEW COMPLETED 0 : 1 1 4 ROUTED 1/4 ( NIT: )I INIT: INIT: INIT: CONSULTANT: Date Sent - Date Approved FIRE PROTECTION: FIRE DEPT. LETTER D D: 7 c �� ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: UIREM ���IITS..r.. IBAR/LAND USE CONDITIONS? ( )Yes ri No S- r 'W INSPECTOR: N/A 477— TOTAL OCC. LOAD TYPE OF CONSTRUCTION: UBC EDITION (year): 08/17/00 SITE ADDRESS SUITE # t S - 7 .:� mac C•r/,\ E 'n ra . 14 DR . F VALUE OF CONSTRUCTION - $ — 2 l, 3 3) . Q PROJECT NAME/TENANT FI C .. ''12C�'Q t C.. S V I K.i l.../ 6, bE �': ASSESSOR ACCOUNT # (� 35 50Lf -- f 1 (commercial) • Demolition (building) Other TYPE OF 0 Npw Building Li Addition atenant Improvement WORK: geriack Storage 0 Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: ',51 f14. . C. 4:== P A C..14.. ._ H ST t<' `' ` 0,—' CONTRACTOR �f , it j >•3G �%' ' F - BUILDING USE (office, warehouse, etc.) L, f_" F t c--- "v,:::. d \.&, b4 rL k ) r t a .. NATURE OF BUSINESS: c)'F f i C,.:.. ('1rl..vrc, -.t L 5._-r (--.4- 1 -nt C NA , WILL THERE BE A CHANGE IN USE? XI No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 4/ s /000 Area of Construction: OR HAZARDOUS MATERIALS IN THE BUILDING? WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE ['No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER S L::-C -,a/' L--1--- eo 1 tN4 .:d5 4)Ayvk — PHONE 5 5 .. 3 . 2.00 ADDRESS f? : C3,_'>< 9:.05-0. .�-Ly u.a 11 ...b —1ZIP c''i PHONE IZIP CONTRACTOR �f , it j >•3G �%' ' F - = '� � C� Vim. +.„ oS- r �. ADDRESS ,ip, 4._ A WA. ST. CONTRACTOR'S LICENSE # N I EXP. DATE ARCHITECT %.t PHONE ADDRESS ... ZIP Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 ( PLAN CHECK NUMBER BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE PRINT NAME tf 6 ADDRESS /'170 S • ul CITY OF TUKWILA Division • AMO D ESCRIPTION BUILDING PERMITFEE PLAN CHECK.FEE BUILDING SURCHARGE : :.TOTAL'' DA TE: l H EREBY :CERTIFWTHAT.. I WAVE READ: AND EXAMINED:::THIS APPLICA ION .AN© KNOW ;THE ;SAME TO BE :TRUE:AND<CORRECT`AND I A AUTHORIZED; ;TO PHONE ✓' `' gyti/ CITY/ZIP' /40414 l CONTACT PERSON PHONE 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 checkfst on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED �L1iPS.z PERMT APP LIC T1ON .etc Tp. , DATE APPLICATION EXPIRES DAT COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS • : • Completed building permit application (one for each I I 71 'tisstisscii, • • • , Two sets :(2) . al.the : following '.,..-. • • Li.Specifications: • • -• El Structural calculations stamped by.a.Washington:State, licensed engineer • . . . • " Soils report stamped by a Washington State licensed engineer • , Energy calculations stamped by a Washington State licensed ri Legal description: i I Working drawings, stamped by a Washington State licensed L-j architect, which include •• • . . : .• . . . • . . • Architectural drawings • .., • Structural drawings • • Mechanical drawings Elevations Civil drawinge.".::::: : : .•••••-•:- • plated utility Permit app cation (one for entire . . NOTE See utility Six (p)seti Of civ ur,r11r?'=1s , flEHOOF permit e pp licatiln and checklist . . submittal reqUiremen,s. ' •• ....,... ...... .......... Completed building permit . . . RACK STORAGE . • • •• • jj •Nariative rk;scribing eXistinireet, rnaterial being larno9ed,and . . mpl t d building permit application :. . Completed ' e e ,, NOTE A:Certirication letter is reqUiredPfior to final inspeetion and sign- Two (2) sets of plans; which Include: ENNA/SA'rELLITE•DISHES:'.: . : Building floor plan she lung : . • :.;:: ' • I Completed building permit application • Entite space where racks will be located • Exit doors : Assessor Account Number : . .. • . . : -• Dimensions of all aisles : • • • Two (2) r'st plans ' • Site Plan (showing building and location of antenna/satellite dish) NOTE: include.dinierisionSPfrackS.:(height, Width andiength);aislei • DetallSinierinaisatellitii::816Kiind 6ieibOd and exit Ways.oii plan: i n Tenant space floor plan showing rack storage layout, aisles and :Structural calculation stamped .by a Washington State licensed engineer (rack sterage,8! and Over):::.: RESIDENTIAL NEW SINGLE-FAMILY. DWELLINGS/ADDITIONS n Completed building permit application (one for each [1 As Account NuMbeC.'.:,:-::.:::::::::::::"::::: . •'.. : . :'' . .--::.',::::::::::::,:'-..:::::"..::".::::::::::::':',-..::::.,-,":::-. •:- .• r TwO. OfWorlsing:drawings,:which•-tnc ........: .....,.......:...„..,.„,,.. ,.,.. . .... . . . ...„ ....... . . ....... .._ • ...... . .. ........._ • . . .• ...__ .......-• .„..- .......,.... .... ,.•. .... .. . , • . • . . . . . . . . . . . . . . . . . . . . . . • • - . • . . • . - . • • . - . .. . . ._.. .... _. ...... . •_,- . _...,.. . .,. .. , . _.. ".-... Si plan I :- —1•;-• ' • - : :(ori:plan,::::thow closest hydrant location Foundation Inclu .. ....''. ......' .: ..' 1 :•• • ..:......... . access id bullrfing,'.ehoydrig F •::::::::... ' : . ' • .: ' : : : . : ,, :: .: .::::: :,:. , :!.,::::.::.::•:::;::..;:.;:.;. .. ■..... • w idt h and length of access.)::::::• : ::' ::•:;;;:::'..:::. . F.:11(9,,,:::,3frit;a'li;:':'.]::.:::::::.:::::•.......:::::::::.::::,::....ii.:::,,....:::,::::::4:::::......:.:::::.: : . . ... •::: Building cross section ..... • - ..... ........... .......... . .. StrUCtUrPl.frarning planS.•;: .:•:.;:::: . ........,........,...:f.,.........„ :.,,..... [---1...Q SUBMITTAL CHECKLIST Washington State Energy Code data Six (6) sets of site plans showingutilities : . ::: • ... . NOTE. Building site plan and utility site plan maybe combined.. See utility permit application and checklist for specific submittal requirements ; • .• •:: : • • . • • Additional topographical and soils information may be required if unique.: site conditions: • • • • • . • : • • . . . . • .: . : . .. . .. '• COMMERCIAL TENANT IMPROVEMENTS r Completed building permit application (one for each structure or Assessor Account Number Two (2) sets of construction itinS;which • Include . Silo ,ilan Location of • terientspace:: • Existing and proposed parking . . L an d scape plan (if applicable, 1. change of Construction details . • Cross sections showing Will construction and method of 'ettachinent for'fibor and . Struatir at , ..alcUlations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE? any utility work is iCbe'clono, submit application and plan s • • •:: • • • • . • •• : • . • • . • . . • . •- • • • . • ., •..... :..,...;-: ::13 ...E7 . 1 C O 6 E ni N ,..... 0 T: 0 ). ... 6 1-:13 :1 : 4 M il0 9 i0;• D g 7 ..: : . : : r m : ; ::ai iF , ! t1. 9; l6 ... :.. ....,..:.iip,... r :„ . . ' eaC....p: ::! ... li ;U l . • ;Ur? ; ..,. , : . .,.: ' , : : : : . .; . , ..1 . 1 . :: . - . ...... ; : ; : " ;, :: . 1 . .. : 1 LII ' .......-..-....:::-,; . .: . , ;;:"......:;;;::::::::::;•;;.:::::: : ::;:::::::::::V:.t.: - :: : :: : : : •:: : : . :;,. ;:: :. . ::':' . :::•:-::-."::::::,:::::,-,.,::::-••••::-:-.-::::"::: '''. .... 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" , • .,„, l ite na :.....„.:„.:::....::::::•.::::::::::1::::,:::::::::::::::::::::::,::::::::::::::..• . ••• .... :: : ' . , - • •:00Eill:buildihg plan Tenant location • Use of adjacent (common wall) tenant Overall dimensions Of building or square footage Floor plan of proposed tenant space . . • • Tenant spaceplan with use of each raorn • ... Exit doors, egress patterns, . New Walls, existing Wall; and walls to be demolished IIMMINIMMMININIOV■11111 * hk****k* k***** kk***** k*** k*** kk* kk *kk* ** * **k * *kk * **hk *h * *k* * *k* CII'Y OF 1'UKWILA, WA TRANSMIT * *kk ** * *k ** * * **** *1c** k 4k*****kk** k *kk**** * *Ich** **kh** **h**** * *k* TRANSMIT Number. 9200070b Amount. 496.94 07/14/92 14.05 Permit No B92 -0232 Type. B-RACK RACK STORAGE PERMIT Parcel No 352304-9119 8ite:Addressti 18270 SMILE PARK DR B Payment Method : CHECK Notation. ED GUTHR IE In i t c SLU ; *k* * * *k * * * *k *kk irk* k******* k** k* *k * ** * * * * * * ** ** *k ***k ** *kkk **** *fir Account. Code Description Paid 000/322.100 BUILDING •- NONRES 492. 48 000/386.904 STATE BUILDING SURCHARGE 4.54. Total (This Payment) a 496.98 Total Fees: Total All Payments: Sal ance 496.98. 496.98 .00 07/14/92 GENERA GENERA TOTAL CHECK 492.4E 4.5O 4%.9E 496.98 .CHANGE 0.00 1499A000 13:02 Address: 18270 SEGALE PARK DR B Tenant: VIKING OFFICE PRODUCTS Type: B-RACK Parcel #: 352304-9119 Permit Conditions: 1 . No changes w i l l be made to the plans unless approved by the Archltept and the Tukwila Building Division. 2. 'All, perMits, inspection rsecorcs.„,a,n,dapproved plans shall be maintained available at.. the start of any construction. Thisk,; are to •be maintained available unt i 1 flAkr:Inspecti on approval 3. All construct Voii done in e,confii,rmanceiwitti plans and rigiffKi'mep VS of. the:Un.if�rni Bu 14„l'h g C o c: B 8 8 Edition). 4. Validity df.Permitf. s u dec Of a•permit.orapproviof plans, s,..0:61f„1cat1 and computations shall, no! s trued / to,be 4 a.permlt for, an/i15,prova 1 of'; v i o l a t i o n . of ane0, the prbv i on s t ,of, s cOde or of anY, ordi ni„ the luri sdlAt\i No,Permi t presuming' togive author °rate 0:.3..''cancel provisions of thiscode shal e .'.• I 1 4 4 4 ' `-„ k " C . ,,..\ '1. v, i', • "'''' '.,', • ' ''"),•,/ • 7, ' . ., ' v - •V ,.', '':.' :,'• ,,,`• t o •i,.a.t's • 16, • . ti....1P., • :.;i i ‘, \"1/2.;-'-• . I I . • 1"1 '4. .., If. ' ,:', r) . 01 a t I ' I i • 4 ../: • ,,,,,,,),,,,!, 4 44,4 ilkV ei •• 1* ..4. CITY OF TUKWILA Permit No: Status: Applied: Issued: 892-0232 ISSUED 06/29/1992 07/14/1992 . • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ) ' A PProved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MZ - O Z� PERMIT NO. (206) 431 -36 0 V a. �i /// j ^n !` , z3 Type oflnspectiop, w Date Called: d m A n l / Date Special Instructions: Wanted: !!�� X1.1 'c7�-- !a(am. p.m.- Requester: L� Phone No,: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ) ' A PProved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MZ - O Z� PERMIT NO. (206) 431 -36 0 L • o } • a.. rya% ype o nspect Qr� t�ft .,, • � • - RAE- lJ� . Date a e • : ., •edal nstructions: p I c DA, �) 14 C k-e-r rt3 n rVr( N Date Wanted: ` r i 7 - C 2 -.m. Requester: n d Phone No 031 -' n� t 0 I Inspector: ece o.: COMMENTS: • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. litTr INSPECTION RECORD Retain a copy with perms /0ep ,,mac. ea A/0 ❑ Corrections required prior to approval. PERMIT NO (206) 431-3670 431 - 36670 2,r ,L ,� -r->• -�. ' ,� Date; ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Pro elst: , pn IKfk � f S1CF) Prr4�t•1 Type of Inspectio ,, /t,t ° eje Ad ress: f s( 1 T F— Date Called: _ /� — 9� al nstru ion ; �t1 WO O rj . ('OD Am 11 rr % +f^- __ ' pate Wanted: 7 17'q p,m Requester: /2x / ,L�'' � ems' Phone No.: .g ... 75 _ s7 / -{ I Inspector: CTIO` `0. COMMENTS: ' C .er INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)/2 A-A /42,„ >4 /s a C " f1�r.Gir Date - Oaf.. ERA `0. (206) 431 -3670 ❑ Approved per applicable codes. `g Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at .6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. to Work # CITYSII,FTUKWIL ; BalibiNG DIVISION 6300 SOOTHOENTER BLVD. • TUKWILA, WASHINGTON 98188 'rrirr TELEPHONE (206) 431-3670 ALL PERSONS ARE HEREBY ORDERED TO AT ONCE STOP WOR PERTAINING TO CONSTRUCTION, ALTERATIONS OR REPAIRS iY - . ON THFSE 'PREMISES AT ',./ ' -.: , ...') ri : A THIS ORDER IS ISSUED BECAUSE t\i :..,, ;,;.: .. , .•:,... kf.,\ ' .: i / ...... ,,, ., • -i: -,) ::. f r.: 7 j..4 ,•,1t .,:::, \It, i,;)ii 16 ( c.' , !1.11. • • N -, ! j ,AM i . , ,. .„ . • / POSTED ' ':;.:') :,- --) PM s 1.(/ -i , f . :23 ) 19' f' 2- BY .' ) i . 1- i ^ F.::,• '..:;, '''- 1 NameYTitle '. WARNING The failure tO stop work, the resuming of work-without permission from the Building Division, or the removal, mutilation or concealment of this notice is punishable by fine and imprisonment. , • • 1 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Project Name / //- / v /3'( /j Address /62 7 5. " i A-v./ ) 0 ( , Suite # �. Retain current inspection schedule Needs shift inspection 17 r' Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: uthoriz =d' = ig tt1 ure FINALAPP.FRM TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM '.h :y11;:: •; M, T ;7 ! 7tk,77 i.v..;7.r v rzrvr �4 + ,7"-unr7, Gary L. VanDusen, Mayor Control . - 7� Permit No. Date 9, T.F.D. Form F.P. 85 Fire Department Review Control #B92 -0232 (512) Re: Viking Office Products - 18270 Segale Park Drive B Dear Sir: City Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 July 9, 1992 John W. Rants, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special - hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) To use any building or portion thereof exceeding 2,500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 81.102) 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) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 10.302) Any overlooked hazardous condition and /or violation of the Page number 2 John W. Rants, Mayor City ''cif Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 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 CITY OF TUKWILA Id: ACTP125 Keyword: UACT Activity Table Processing Permit No: B92 -0232 Base Information Parcel No: 352304 -9119 Owner: SEGALE MARIO A Validated By: SLB Status: PENDING Applied: Act /Inactive: A Completed: Nature of Wk: INSTALL 18' HIGH STORAGE Location: Zoning: UBC Edition: 1988 Rack Storage Dimensions - Linear Feet 1368 F7= Update, F2= Previous Line, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT Activity document routing maintenance. Permit No: B92 -0232 Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 07/01/92 07/01/92 07/01/92 Priority (0 /low..9 /high): 0 Regular hours (HH MM): Comments 1 EXI [r , .i� r i , �; �1 x Height 18.0 .0 .0 .0 .0 .0 .00 Overtime Hours(HH.MM): ]V . User: 1677 07/01/92 RACK STORAGE PERMIT Type: B -RACK Vers: 9101 Screen: 01 Plan Ck Approved: 6/29/1992 Issued: / / To Expire: RACKS. Valuation: Totals 24,624 21,331.00 User: 1677 07/01/92 RACK STORAGE PERMIT ] 4'FIRE AID'`'COMME F 1 ] 5[ 6[ ] 7[ 8 [ ] 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL . /36e e x = z `! 2.` GRAND TOTAL = 21, 761') JUL 17' 1C::41‘ f'7 .'.'. July 17, 1992 Mitchell & ;d►T1[b : ny - colisulitug .'F.razin>a.ers 1140 - 140th Avenu:; N.E., Suite D �:olln�si�,, Wrsturgco;t 98%5 (206) 741 - 1500 Ed Guthrie. Viking Office Products 18270 Segale Park Drive • Tukwila, Washington 98188 Subject: Anchor 11olt i:.rnl.wcIt'e..rt Viking Office Prt darts Dear 1~.d: pa,t,4 ,8 9z -(72-3 L It is my understandirtg that the anchor bolts on the r;t. king system wj.re il•s.alled with 2 inches of concrete embedment. The drawing :: 1. p!'e9att;a4 datc 7/1/9!?. gilled for an embedment of 3 inches. I have reviewv i my design and it ig, < ": cc eptable: to us'; n 2 inch & mber1tnent, f:'.9 plerse call if you have any questions or N. iuir:. additicu;al oration, MITCHELL Sti: COWAN � �j 1 L, /,,t,k, i v\) t ' e , L Mchael S, Mitch President • P.2/2 eGi .e" »1 I � RAiiD[19 A"aaJF7` elopinneu ra., tx.i•'GT4pm+•: 'ezpou/iifiri' t.F,`1i1mtfetTe2Sila I WAC !!.•.'f4../sf77x?aN1Gtwiras nPizLiGiat4YRR7a" The od inatCors of Rivet-Rack brltio S .;tl•eI framing n bring yOU the new .. he tin eh vaj i n g "t y r ♦ e at the !7N�' ��Y� F�.' 1 fdrpA, "4�Ir?�.� S��''.�'[i�� . a !' nA `ry"� at Price of Woc. to turthcr cut :hi 1'31'i'Dr an matar;9■ cr,•,' ':: your storage, systorr,... iWrmwahm Ckome fi81LfR7wYerzr 7G'/ kr%" Tain urvaysiergss'Ftyyr?iraratitvg:4 Trtr oi twae7rdp .mblrt.c^o:ageveu-o).rrvei ••t^.�•; Reavr9itfSmais#rnnensviMrGTi� riormworr.iturr.usar.31Yna . Nt r5N11 +BRAP!: :7. ' 7+'7 nri! �;ntisaatlKvor " ^ L 1 ;t voistWirg I •., 1 r y a [t, , • i -1 I C I ... ..... i:; ! t;� �,.. � . •t' _'a_."'.'21.•••;„•.ill. i µ. 1 : 1 d � 'IJ ''I i t 1111 d IA , 1 ' r r. (l F' , _ J `� 1 . ..t ',moan.. .r_.::=' X47.;, 1 M. "-'• 4:• (l�I�r �� J. 41 11...•• ii ."........" ....... . , . ,. -... i_ ....�i it iT ai i li l �7r - tv 7 BIG F TU E$ * Low Cost • Assemble in litlin Oe • Double Era (802tt from either, ssii) ) PERMIT CENTER • No Clips ,'Nutt or Bolts -.. Wo Corner Gibl$Se s * Shelves AdIu tebie o 1 C ter • Reduces Aisles . Saving Your Root' Spam. • Accommodates Wirious Mass ass f Decking 2 RECEIV115 CITY OF TUKWILA JUL 7 1992 a,rwagivaaw anni.rcovr mrotrasniogrov.w44e a umrsc aq?cw.v. $4 livimo a raanc,ursS' RIVET-PACK 11 UNWERSAL STORAGE SY ..;TAM Stretch yraur capital exi7endituro dioiNtrs Co ;;t ni'1r% ; •FiAC:K IT Iramittg W1C WQOC CIEiClt11l9, IND IV ` Ime4+urrwa •r �wwewrr e..onotcor. dneaterrtan NMeriAtcu r.."4.11.2%nlN ti ttruc ^ii ystra o4 !•sareAscrowv...mott1Y7C•SMtwingwV.AirwrflfldSiM ff Nmoditrunftve 7- U3612.5`PW 7•U361 8.5W 7- U3624.;sbU 7•U4812.5W 7•U4818.5W 7•U48; 4.5W ADD 'iN !;NIT 7 •036122•5AW 7.U3618.5AW 7 •U:3624.5M 7- 04812.5. 7-U4818 SAW 7- U4824.5AW 7•U3612.6W 7.IJ3612.6AW 7.113618 - W 7•IJ;h613.6AW 7- U3624.6W 7.U'3624.6A'dd 7•U4812.66W 7.1. ?.. -6AW 7- U4818-6W 7•Uat, y 7- U4624•6W 7•U4824 6AW 7•U3612 -7W 7- U3618.7W 7- U3624.7W 7•U4812.7'W 7- U4818.7W 7•U4824.7W L MCs',,0..5 WITH GEr.`•K,N;; :36- 12 -e.4 36 1 n•84 36.24.84 48 12.84 4E-154:4 48.24 -Eci .36-12434 .36-18.84 36.24.6%1 4!3 12-84 443-19-84 48.24.94 7•U4812- AW 41342-84 7.114818•7AW 448.18.84 7- U4824.7AW 48 -24.84 4 4 4 4 4 '1 r 5 7e1.1612.7AW 36.12.84 , u 7.1.136.18.7AW 36.18.84 7 •U:3624•7AW 36.24.84 (3 13 Pt n1:5 ; MUT Fr) COY ENGINEERED ED gTOF= :AGV. PRODUCTS '; 103: 6TH AVENUE SOUTH. ::;EATTLE, WA 98134 PHONE (206) 662 -6596 PAX t2O6) 682-4995 3 IVET -RACK, INC, P.O, BOX 6061.341, HERMAN OAKS, CA 91421 Add On ;,t,; .-,_. -„,.. - i:r,rtr, , 1 , 1. _,............,_-... 1 - 1 , : , - .....1 -.1 t.. 1-- ,. ..„.1.I . i_J' Add On ;_s t Id _ A/ • � +1� �111i Add 11 i r •-• ,,. Consult your Rivet -Fi sck dietrlbutclr for addit►v,al iiuiut - ii 4nci shell 5 ;iz €is avallabla, RECEIVED CITY OF TUKWILA JUL 71992 PERMIT CENTER oniumniMhG+Mt>wfwnwri iTrMCorfirmioN Awirm4 FW ERMI 7i 0irszra Jfe011avan rgoom7/i• :Mnlrwr.ahorss mllowirimagurecommiontkoraprrwci{wgm}n r bouravnaigocrivinwNfoiransitatoom/tY,lfokno atesn wst vim ", il* M1repxyTeIti.bogram P„mams„nryn meavY.'J21Q71 grammiiimi„,,,iiAM T• t W 0 t II r r F14 0.067 3.00 1.63 0.34 0.33 1.21 0.68 Fib 0.095 3.00 1.63 0.48 0.47 1.20 0.66 • FUS 0.075 3.00 3.00 0.58 0.66 1.31 1.12 no 0.095 3.00 3.00 0.73 0.81 1.30 1.10 F35 .0.115 3.00 3.00 0.88 0.98 1.28 1.08 0140 0.095 4.00 2.50 I 0.76 1.05 1.59 0.99 0146. 0.113 4.00 2.50 0.92 1.27 1.56 0.97 Ty A s 6 t 7 I 77250 2.25 2.00 0.ee 0.075 0.29 0.36 72937 2.94 2.00 0.41 0.000 0.50 0.71 13500 3.50 2.00 0.55 0.000 0.67 1.24 13075 3.0/ 2.50 1.43 0.000 0.90 1.05 T4125 4.13 2.50 1.63 0.000 0.99 2.17 74625 4.63 2.50 1.63 0.005 1.27 3.07 75125 5.13 2.50 1.43 0.000 1.41 3.71 15625 5.63 2.50 1.63 0.095 1.91 5.30 v 76000 6.00 2.50 1.41 0.105 2.20 6.03 G GENERAL NOTES 1. This drawing- shows standard details of the rack product line only. See engineer approved installation drawings (same Job Number) for components used special details, arrangement, n dimensio, and site specific information. 2. The installation drawings govern over this drawing. 3. MATERIAL Steel - ASTM A370 Grade 50 Posts M 45 UN0 Welding Electrodes - AWS ET0 -XX tall welds single pass fillet welds designed at 50% stress levels) Expansion Anchors shall be ICs approved types. e.g. NMI Kuik Bolt (ICBO RR 62156)) Phillips Red Need JS type (IC80 RR 0 1452) Ramat Trigolt (ICIO RR 02391) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if ICIO approved. The anchor types, sixes, and *obedients shown on the installation drawing govern over the sixes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 4. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 1.0 KSF. 11 X 17 PRINTED ON NO. 1000H CLEARPHINT • 3 Pin (Standard) 4 Pin Heavy Duty (Optional) Beam Details and Properties (units: inches uno) 1" t 4-► B TypUNO BEAMS Dimensions and Properties BEAM-COLUMN CONN. O Post Details and Properties (units: inches uno) (all properties net section) COLUMN Dimensions and Properties 0 STANDARD see Installation FOOT PL. SEISM! 111 as) BASE PLATES Types and Dimensions 3/8' Anchor (1 per post) 1/8 VMax 2' Type t Y 0 A $ r_ y - F14 0.067 3.00 1.63 0.34 0.33 1.21 0.68 F18 0.095• 3.00 1.63 0.48 0.47 1.20 0.66 • F25 0.075 3.00 3.00 0.58 0.66 1.31 1.12 F30 0.095 3.00 3.00 0.73 0.81 1.30 1.10 035 .0.115 3.00 3.00 0.88 0.98 1.28 1.08 0140 0.095 4.00 2.50 0.76 1.05 1.59 0.99 0146. 0.115 4.00 2.50 0.92 1.27 1.56 0.97 A d ' S 2.00 0.ee 2.94 2.00 0.1$ 3.50 2.00 0.11 3.117 2.50 1.63 4.13 2.50 1.63 4.63 2.50 1.63 5.13 2.50 , 1.63 5.63 2.50 1.63 6.00 2.50 _ 1.63 ty .j 0.075 0.0115 0.0e5 0.018 0.29 0.36 0.50 0.70 0.67 1.24 0.90 1.25 0.018 0.018 0.085 1 " d -t 0.99 2.17 1.27 3.07 1.41 3.71 0.005 0.105 1.81 5.30 2.20 B Typ UNO BEAMS im ensions and Properties • Beam Details and Properties (units: Incises uno) BEAM-COLUMN CONN. O Post Details and Properties (units: inches uno) (all properties net section) D w j c COLUMN Dimensions and Properties 0 7 s Min 112' Anchor (2 per past) STANDARD 8.. Installation dwgs. for custom sizes FOOT PL. SEISMIC FOOT PL (11 sal ' BASE PLATES (11:) Typos and Dimensions FRONT TYPICAL ELEVATIONS * (See installations drawings for specifics) • to RECEIVED CITY OF TUKWILA JUN 29 1992 PERMIT CENTER 0.25" --/1 1 - I Li ' 4 ga 1.5" F- BRACING Dimensions 1 1 2 STANDARD DETAILS SIDE DI- UNITED STEEL PRODUCTS STORAGE RACKS 14 ga 70i n I/h O2 3 - z_ 1. PETER 9, 14i :'ONS & Af.p$CW,AAal 3:ifoil �t11�•al, ^ � Otis: ;fling Sr`uotJ fti Eng/fo w:s lob ttv. 147 T documont Is i'a nic.ni C'y Pe/...:4 S. f4Is.gins & .%ssid. :Ist;,.. It Is �1ro7A.ltd'• ?S b'1 • !i titrumwr.t cif n er 'i . h mush not ti copied without {-- .., . written permisVon. Submit or.Iy wet Ore's cuutos for ptsrrr.It e j rovai. A. *m a' ;;n ; g ot,e': 11! br: copier.) tinder or cumatsncaa. acaaw+aai+rar af.tw.* a4/40u•MWAIn4 WV w41o+4.44 •'41444 .v0 te.'t4Mtrs aAr•. wmu..ryii►+no'ay.% wiffv.chik oa timer ram. . rur bervasbt 0aaruwsr #rur /2.e)W 6 ,2).a 3/4" A:;',/ :9:41 qt � y s 1 ;') • evi:.11! t L ,r"jr 'yam /T ? 72, Pew , "C. rt €c `~ ?„(:" ' (5 /'' x t c r' 071/1.04 r,t,' 1- 4e ,) e ti v iz ok .._ :" • yam VYPIPEI • MITCHELL & COMPANY consulting engineers 6.641 t ! 4-v atic• w . C�Z� - � 0 1\ \, p fit 4 PREPARED B �` '� ' DATE 1 I 9 2- n 1 1 r 1 1 i r 0A6.1Zi! - I L i � -IfT \/-g-g e LL6z,.— 41 27 , •W 0) 1 x PROJECT SUBJECT • .° II HI l (1 1140 -140th Avenue N.E., Suite D Bellevue, Washington 98005 206.747 -1500 ,"r�te.. , ✓l L Gr' 7.i ILL I )AGE o. JOB NO. (31t2— v �EXPIRE5 l 1`-}- i Er SHEET NO. OF MITCHELL & COMPANY consulting engineers -777+7-r7-4 II 1 1140 -140th Avenue N.E., Suite D Bellevue, Washington 98005 206.747 -1500 PREPARED Y M• PI PROJECT \I i` n'F `'1GE► DATE. 71 SUBJECT Pe'i`) r' SHEET NO, " OF JOB NO. (1:12.7 If this contai the n Sects ink calc Viking Office Products USP Racks Location: Tukwila, WA (Zone 3) Peter S. Higgins, S.E. Job Number 461 June 18, 1992 Prepared For: Connesco Storage Systems, Inc. Seattle, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 1225 -F North Pacific Glendale, CA 91202 (818) 549 -0072 This Document and e desig t.t c ontains i copyright by Peter S. Higgins and Associates. ' is prov •Ed as an instr ent of service, and shall not be reproduced n a y fast' /•n without wri en permission. to :u 1. g Departments is •ubmi ed f• .uilding permit approval, it shall o catcu tion ''listed in the table of contents on nd sh l be o i ed by all drawings listed in currents hall •prop sate seals and signatures in asting c for eference. The l be sig RECEIVED CITY OF TUKWILA JUN29 PERMIT CENTER C PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Viking Office Products Job No. June 18, 1992 Sheet ii Table of Contents 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.2 Seismic 1 1.2.2.1 General (1991 UBC Standard 27 -11) 1 2 Configuration 1 2 2.1 Components and Geometry 2 2.2 Check Beams 2 2.2.1 Design Forces 2 2.2.2 Beam Properties 2 2.3 Check Posts (Dead plus Live Loads) 3 2.3.1 Load to Post 3 2.3.2 Post Properties (net section) 3 2.4 Longitudinal Seismic 3 2.4.1 Base Shear 3 2.4.2 Design Forces 3 2.4.3 Post - Combined Stresses 4 2.4.4 Beam Connections 4 2.4.4.1 Design Forces 4 2.4.4.2 Connection Capacity 4 2.5 Transverse Seismic 4 2.5.1 Base Shear 4 2.5.2 Design Forces 4 2.5.2.1 Stability 4 2.5.2.2 Brace 5 2.5.2.2.1 Design Force 5 2.5.2.2.2 Brace Capacity 5 2.6 Slab on Grade 6 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Viking Office Products June 18, 1992 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 1.2 Loads US -1 1.1.1.2 By Others Connesco Viking -1 Sheet 1 1.2.1 Vertical (Dead plus Live) Loads per level = 4.4 kips Design beams for 20% impact of both loads 1.2.2 Seismic 1.2.2.1 General (1991 UBC Standard 27-11) Where: V Rw Thus: R =8 Longitudinal 6 Transverse V 0,563W R w T2i3 within the range: 0.03W5_ V <_ 0,137W Z =0.3 I =1.00 C - 1� 5S <_ 2,75 Job No. Sheet 1 S <1.5 (unless lower value per- mitted by soils report) W =Total Load (Dead Load of rack is usually negligible) T may be determined by any rational method, or the default C /R of 0.46 may be used. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Viking Office Products June 18, 1992 2 Configuration 1 2.1 Components and Geometry W W =96" a =60" b =60" c =60" Beam Type T4125 2.2 Check Beams 2.2.1 Design Forces L 14/ M M< SmIn =31.7 inch kips 2.2.2 Beam Properties 7 / 8 " 1.63" 2.50" 0.085" T9125 tro H =216" D =42" 1 =59" 1d =66" Upright Type F30 S =0.99 in I =2.17 in =1.06 in Say O.R. Job No. Sheet 2 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Viking Office Products Job No. June 18, 1992 Sheet 3 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post 2.3.2 Post Properties (net section) 3 „ 1 T? 2300 3 11 2.4 Longitudinal Seismic WL3 I Substituting yields: T >1.9 sec Thus: V <0.046W 2.4.2 Design Forces p <6.6K; V <0.30K F30 P < (# of levels)(L) 2 =6.6 kips x t =0.095 in A =0.73 in S =0.81 in r =1.30 in S =0.55 in r =1.10 in 2n + 2n+ 1) < (0.30) (60) - (1.3) (6.6) =9.4 inch kips ly /r =54 a /r =46 F =23.8 ksi P -17.4k MX 24.3 2.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. Units: kips, inches, seconds Where: W = Load per level L = Spacing between levels T = Moment of inertia of post n = Number of levels M <Va- (1.3)P (fixity due to width of base plate) PET JI% S. HIGGINS AND ASSOCIATE CONSULTING STRUCTURAL ENGINEERS Project: Viking Office Products June 18, 1992 2.4.3 Post - combined Stresses 2.4.4 Beam Connections t 2.4.4.1 Design Forces Mconn.9. " 2.4.4.2 Connection Capacity D 7/ 6" diam. Rivet Va = 2.5 kips 2.5 Transverse Seismic 2.5.L Base Shear Use Code Default Values for CS V= 0.14W =1.82K 2.5.2 Design Forces V h' P M P M = 0.77 <1.33 O•K. Standard Connection Ma= (1.33)(2.5)(4) =13.3 in k O .K. _ Vh' P D h' =120 inches P =5.2 kips Job No. Sheet 4 Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. R EQ 2.5.2.1, Stability Peq <PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. PETBR S. HIGGINS AND ASSOCIATE CONSULTING STRUCTURAL ENGINEERS Project: Viking Office Products June 18, 1992 Use min. 1/2" diam. ICBO approved expan- sion anchors. Minimum embedment 3.0" into slab. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pb <2.7K 2.5.2.2.2 Brace Capacity_ = 1 1" Anet✓0.28 in2 0.25" r min= 0. 3 5 in Q =1.00 14 ga L kl Fa Pa (in) r (ksi) (k) 66 189 6.39 2.64 Say O.R. O.K. Job No. Sheet 5 PE'ir;R S. HIGGINS AND ASSOCIATL CONSULTING STRUCTURAL ENGINEERS Project: Viking Office Products Job No. June 18, 1992 Sheet 6 2.6 Slab on Grade Treat slab as equivalent unreinforced square footing P B B= 12 P Q a =30.8 in L 1 B -b -1 12 2 =0.95 feet 2 =5.43 in kip /ft Where: P = 6.6 kips b = 3 in. (average) t = 5 in. (verify) f'c = 3000 psi (verify) Qa = 1.0 ksf S c s (12)(t2) 6 =50 in /ft = M ° S =0.109 ksi S Qoaclow 1.7 =0.105 ksi Say O.R. r • I , S. r a • e • se. •••• •••••••• • •• . • ••••••• • ••• • •• 5. i•••••••• • •••• '•••• ••••• • ••••••••••.' •••••••••••••• '-•• • ••••• ".• 4 •• - •••••• "•••,•••• • • ••• •••••• •••••••••• •••-• ••• • • • .4 •••• r • ••• • • • ••• • •-• • • •,,••••• • , . ...or..., • se.... • • • • ,. • ••• • ... 0 • Sfl." • S 41,4,•••••4 sr,* •• Jr • • • • • • • ••••• - •••• • 0-4' •••■ • ' • • 1 • • • S • ••• - • - ■•••• . • .• • •• • — • 4, ' • RE "CCIVE) JUN' 8 1992 Pere s. Fi/GONS a ASSOC. ( I I • - -- 44 •••• 44 „...•••• 0 3 — 0 I 6' DR ^Lr • 07-- CURTAIN • -44 • , 4 .4 •4 • •4 • .0 0 . •■•• •. 4. • •• •. .0 • - -o I T PAT " FLOOR PLAN E-')CALE: 1 /16"= 1,4,4.44.444. ••••44.444.4.4 4.•• 44../••• 44.4 4• • • no. , • ..g 44: • t - vex.... • • 44-.3.- ,,Irpc • 4.• ii 'Clib ts aolr es4 ;.r.b1; • la" 0 11 J4Z0 .4 L.: r - 1=1054.1. - t 1 . , .1rifirri* - 1 1 • ••••4-.J' . 4 II 6' DRAFT r CURTAIN ii ( 16 . • • •••••• • ••• 4.4. .44 .. •••• ..4 SQ . r•••■•••••• • •••••••••■•..............1.40. 041. ..... •• ••••• •••-• • I' •.•••••••5••••4•••• •••• • •••••• ••••■••••••■• • 4, re, ...Am. •Jon.. .....,.•••■•••• •••••••••••■ frp ' • • .01. ■.■ • UM, \ /) • FILE COPY ii•• 00.0.0•••••••••••• • • ••••••••••■••004•••••••■■•/44•■•• I understand that the Plan Check approvals are sublcct to errors and ornIssions and approval of plans does not autho:,:zr. ‘hotlr:on of anY adopted code ordirn wc:-. con traCtOr COpy of approved ocKt.ovvledged. By Date permit No. t./ 1 :31K,\ A P1:1. p 1 ci D I • • RECEIVED CITY Of TUKWILA JUN 2 9 1992 PERMIT CENTER ... DEsICIrtED goy: DRAX14,1 FAUBER . • . r 77. 777,-:. c te■• ;;". • • • • .4...4-- REVISIONS: ; SEGA LE TUKWILA PART "E" FLOOR FLAN C "'."'•;77", r"- 7,7 '''.'; .4 • ' PROXOT KAMM JI /63 RU E14E • SHEET: OF: • • ? :‘ BUSINESS PARK 1 • : •••• • • V. DATE: 1 /1 6 " = 1 4/3/92 4A .•1; "Pc j 4,4. .41••••• ■■■••• Ii •••■•••• • W.A., ••••••••••••• 4.,.• 4,4•40*••• I • 40 ••••• 4 .0,...,4.4o* 'NI • ...•44•••4‘• 4 44 4 44.• ••• 4' • •• 44.1 .••••• •••••••••%•••• • 44,4 ••••••••••••••••••••••-••••• 4.44•• 4 ■• • • • ••• •• •......4 •• ••••■•10.0. ea. .11.04.• •••••••••••4s......e. 0004. ••••■ .10 re .4•0 • 110 ••••••••••••• a, 9, 4.4. V. •••••• • ft sss -••• • ••••••••• p• . • ••••••• ••••144 * 4‘ 44 • .4 4..4.4. • 444444 .. 4 4. 4 ." s "go itorte.,,,,,-.4vgirmr, 4%4: 1 •••• , .7,-. 1.2.11;4,71_ - a*: ar: Irt• •••• 40t•a• V 1.`•' -4ort`04t 4.7:4;;Tvw. 4 14 4 : 1 1.1 .4. ...421 , I ■••••• f • 4 • 111111111111111 CEILING HUNG SUPPORTS FLOOR LINE No. Data 1 Revision , REVISED: MARCH 17 1992 REVISED: MARCH 13 1992 VIKING OFFICE PRODUCTS • DATE 3/5/92 I a•i • r,. f• • • y • • • •'• ri • :. ;Sr if:. �",• . � ,„1 ti . / . , . 7•• ••• • !�P'b, -'�: tl^ 1 1.1i• •+ • ?dt • ' t � ' .a. a.•• r -', i > '.: .� !• i ` • + ' .. . •• 1 r l '• • a . 7 _ 1 'r • Y . •� � M L . V � j • ,Tr q i•ai1�' �•v N 1. 1 I • • . 4' ` fi• • i ,. ,L � • t • . , t • RECEIVED JUN 8 1992 ER S. • • 1 ... rr ••• • • WALL i I r WALL 20'- • aaa "rr.. _ _ • • 12' -'6" 10'r O • " TYP. . •••,■••. mss. 40114111•11110 1••••••••110 • a..•■... - O W-40 ' 2' -0" s FEN CEIUNG HUNG • SUPPORTS EMERGENCY PULL -CORDS BOTH SIDES DECLINE BELT . EXTENDABLE GRAVITY GRAVITY _.r.._.__.1•r.•• .•.`.•.•,••••••• ED AREA . aa■Nal.10 ...... ". ".a•INE. . ......n. 104 24' -0 "- 2' -O" NOSEOVER 25' CURVE k FLOOR LINE r 22' 1 3 -O" ELEVATION A-A 58 TYP. • • ® I , r GRAVITY I I I • 20' 0" Li of ••. r ti � r> 1 'I r ( I• 'r • r• 4• rl• .� •. • 1 �v a• iv• r i y� .a • ^. y ▪ +• • i " � •, .. a . • • `� • . f r • ' , • I i •' • . • • • : Q • • 13' 8"--0-- 106 5 -0" POWER FEEDER 2"-6" 4'. A> 47' -r 0 r Q r O • BULK PE5 • FLOW EXISTING OFFICES r PE2 ACCUMULATION ACCUMULATION 57 7 " 117 • ACCUMULATION OFFICE EXPANSION • 10 • ACCUMULATION 100 7" ti I 12'- L 65' 2" FLOW START OF DECLINE D -D 0 TAPER 2' -O' _ ••- • • C) I- FREIGHT/ DOOR FOOT SWITCHES 118 EMERGENCY STOP BUTTON 30" OAW \ce INTO -' TRUCK 110 109 • 24' 0" 50' -0" NOSEOVER Y + t .rJ !.Y r. v r . .w •• ▪ v •l h' } .•. � .Y I ` • 4 r r 1 ▪ •r �' `•.. . •' :�. . ' , •a l Y .l y•. ,. BULK 121 FREIGHT DOOR 22' ELEVATION B-B • 37' 4' PEI 10 -0" METER BELT SECTION 120 48" ELEV. INCLINE BELT \ INTO TRUCK ' • n ' 1. • • ♦ • • f ` r. {, . ▪ a, • .. ► _ .. �• ti ' ♦ r • ' .: • 'f. •a. ,• `y.ldl s A1. �r � r y .�' 't • 'J,.. •..' • •.. L .. ,r1 X1.4 •'�� J` i•.�+ +�',* • J1, •� • • t., o . i•+ f 1F' 'l..i • • f. w 1/'S• .•, c4 SL ws 1 • llh � `:; , +t.;i..�K.�r>i�x'i:..rv.`:... rlw •^•�' :r'.s. ' ,• ' � ..`'' , +._ ,• ..., .. .,f .+.1.. +1, r�.. •J....1._.. .i. -�.': a.la ' ''•••••••••-•' •••.•.. ..... i.f 1. • ., ..a.t �. S• • GRAVITY 1/ 30" OAW 2 -6"S • • • • 30" ELEV. II 104 -4" 7 30" OAW • FREIGHT POWER FEEDER DOOR FOOT SWITCH 11'- 2" EMERGENCY STOP BUTTON • • • • •6 15' -2" 1 CEILING HUNG SUPPORTS ELEVATION C-C PE8 REFERENCE JOB NUMBER REVIEWED AND APPROVED PETER S. HIGGINS, & ASSOC. CONSULTING STRUCTURAL ENGINEERS NOTE: ALL CONVEYOR TO BE 24" C.A.W. EXCEPT WHERE NOTED. ALL ELEVATED CONVEYORS TO BE PROVIDED WITH ADJUSTABLE CHANNEL GUARDRAIL. ALL ELEVATED CONVEYORS TO BE CEILING HUNG SUPPORTED. • FLOW • 31'-0 FLOW __... 48' 6" ACCUMULATION 125 CEILING HUNG SUPPORTS DESCRIPTION 1.1 v .' u'x•� .1t !• ;74"7:11; •.cruet e •r L 1 S .a L ''gin �, :: .4 •. ti • r' 1 • r n i � . S � .'.M .,� -Y 1` �,�'• ` � rr� •r' . .... •. , t• " + • • l,.• • }' :.. �•• ,• ; ' r ,I • /• ,• ••• 5' -0' POWER FEEDER 22' 128 DECLINE BELT FLOOR UNE ELEVATION D-D 1 92021 • J 1 I EMERGENCY iiii7 ULL- -CORDS BOTH SIDES N • =` r t 7 SCAM s.00wnwnsrm 1 • Ict UNI% WA H:140T , tRS.A • JC *MIIER • SHEET 1 • • + L • • • 1 5' -O" POWER FEEDER RECEIVED CITY OF TUKWILA JUN 2 9 1992 PERMIT CENTER • . SEATTLE DISTRIBUTION PROJECT DRAWN BY OW. e'f• RJR r. •. i, •••• •• _.I- • .s '. . • • • • • r'