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Home My WebLink AboutPermit B92-0441 - COMPUTER CITY SUPERCENTER - STORAGE RACKSlaw 0 CotereurER ciworki supeR b(3V2-4)44 City ak;�il ' L (206 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0441 Type: B -RACK Category: Address: 404 STRANDER BL Location: Parcel #: 022320 -0020 Zoning: Contractor License No.: HARMASC072B2 TENANT COMPUTER CITY.SUPERCENTER 404 STRANDER BOULEVARD, TUKWILA, WA 98188 OWNER FIDELITY ASSOCIATES 4211 HOLLY LANE, MERCER ISLAND 98040 CONTACT TURNER HOWARD 2115 N.E. PARK ROAD, SEATTL ," WA'= ,:98105 Permit Description :: INSTALL RACK' `STORAGE. Signature:_ RACK STORAGE PERMIT Print Name .1161.00 TUKLI3L Status:. ISSUED Issued: 01 /28/1993 Expires: 07/27/1993 Phone: 206 523 -7489 CONTRACTOR HARMAN AND SON. '} `, .::: Phone: 817 923 -3392 P.O. BOX 11848,.; FORT WORTH, T 76110 **** * *** *** * ** *** * * ** * ** * ** sir****** * * ** * * ** * *** * *** *** * * * * ** k * *** * ** * * **k UBC Edition 1991 Valuat'i,on. ' ` ";; 120;000.00 Total 'P, ermit ,Fee. *********(+ � t ** * * *. * * ** * * * * * * * * * * * * *;k * *i **; k** ** * * * * *,k * * * * * * * * * * * * * * ** k * * * ** PermiWCen'ter Authori7zed Signature I hereby cefy that , rti , I have read and ed !'examin � permit. and know the same to be �4true and correct. All provisions of` „law:a'nd ordinan'ce's governing th.is4,work " be complied °with, whether. :'specified herein or not Totals 1: 5,648 825 427 45 68 The granting of thi s ` pe'rmi t does ; not , presume to give authority to violate .or cancel the provisions of any other state or local'laws re gulating construction or the performance of work I am` authorized to sign'for'.and obtain this y pe t. 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. PERMIT NO. CONTACTED - -T DATE READY DATE NOTIFIED 93 BY: (init. PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING t 1 . CP3 "l 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER Ra - OILI INSTRUCTIONS TO STAFF /rfAvta&i D. K Ca.&j • Plan corrections shall be completed and app ,ei tt - • Any conditions or requirements for the permi in the form of a formal letter or memo, which • Please fill out your section of the tracking ch, . applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY I (to be filled out by Plan Checker) • Contacts with applicants or requests for infor any time the status of the project may be asc FL SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. SQUARE OCC. FEET LOAD FEET LOAD SQUARE OCC. TOTAL FEET LOAD SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - initial review FIRE O PLANNING O PUBLIC WORKS O OTHER BUILDING - final review REVIEW COMPLETED PROJECT NAME SITE ADDRESS TE: o' I2�23 /q2 R. a -a0 _,JROUTED) 31Qa / -3r - fz- INIT: . /(,f /O iu/g- / 17., —C INIT: (...1JKQ la 1a31go INIT: BUILDINGVERMIT APPLICATION TRACKING CS3mp��PY C L ? 1'T��f c, Q I SUITE NO. leatei CONSULTANT: Date Sent - FIRE PROTECTION: ZONING: REFERENCE FILE NOS.. INIMUM SETBACKS: N- F Q UIfREME tTS ............. . . UTILITY PERMITS REQUIRED? TYPE OF CONSTRUCTION: VN, 6P FIRE DEPT. LETTER DATED: /2 PUBLIC WORKS LETTER DATED: S•rinkiers ■ Detectors IBAR/LAND USE CONDITIONS? f Yos (l No r S- Yes MENT Date Approved INSPECTOR: x-c. n No UBC EDITION (year): tc9 by staff so that partment. sized concisely fisted is not TOTAL OCC. LOAD N/A 08/17/00 PERMIT NO. CON TACTED,/ �l/YL DATE READY DATE NOTIFIED ∎— =. .g-- 9 3 BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING ( '1 • K . t l „ 3 ` 3RD NOTIFICATION BY: (init.) BUILDINGC"IDERMIT APPLICATION TRACKING PLAN CHECK NUMBER a 1 -1 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) SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTME BUILDING - initial review FIRE O PLANNING O OTHER BUILDING - final review PROJECT NAME C n r i9WY SITE ADDRESS LA I Jo3tga 0/6' O PUBLIC AM REVIEW COMPLETED 12/23/g2 R. CONSULTANT: ROUTED) /z_ 3( _r Z FIRE PROTECTION: FIRE DEPT. LETTER DATED: i' (0 ZONING: REFERENCE FILE NOS.: INIT: ' n0INiMUM SETBACKS: N- I a ) 3 qk UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: INIT: TYPE OF CONSTRUCTION: VN, 6w,i4 . C t-h-1 ou UIREME ,. Date Sent - nt-8r SUITE NO. Date Approved - Sprinklers Detectors N/A - 1'2 - INSPECTOR: at_ IBAR/LAND USE CONDITIONS? ( )Yes S- Yes UBC EDITION (year): TOTAL °CC. LOAD X70 08/17100 SITE ADDRESS i kph re na,py 6 I SUITE # t. ..... 1, ••_ VALUE OF CONSTRUCTION - $ IO100 _ PROJECT NAME/TENANT C1 Pts - 6.1_. C.,l 5L C - tSL ASSESSOR ACCOUNT # UZZ SZO - tD0 zD - 0' (commercial) Li Demolition (building) 0 Other TYPE OF 0 New Building 0 Addition 0 Tenant Improvement WORK: -Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: l u_ $ �u.. ` CE-- . ul<Tut*' fLftJ t 6irT AZ BUILDING USE (office, warehouse, etc.) PIC — tin■, ‘Siyu6 NATURE OF BUSINESS: C6v40 -- 02- ' WILL THERE BE A CHANGE IN USE? 0 No Ig Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? (g No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER �� 6n PHONE ADDRESS Ticalltt 4W6OClP510) 4 )AtRA,y 0/3'i -& 649 -UAL (S ZAA0 6.4% PHONE _ ZIPq4 tot I CONTRACTOR t,JW f 5 7) ADDRESS _ ZIP WA. ST. CONTRACTOR'S LICENSE # _ EXP. DATE _ ARCHITECT •��O R T�wt9i. �,� PHONE 523 7461 ADDRESS 2t fi t . q _ 9 ZIP er e i y$ PLAN CHECK (a ,1 " O ' 1 1 Lt NUMBER BUILDIFs3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT (206) 431 -3670 BUILDING PERMIT FEE "1C). PLAN CHECK FEE BUILDING SURCHARGE , OTHER: TOTAL �ifl l4 RCPT # DATE H T.HAT'I HAVE:READ .AND EXAiUIINED THIS APPLICATION. AND KNOW T BE. TRUE AND:; CORRECT AND AM AUTHORIZED TO APPI Y F...OR THIS:> PERMIT BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATURE DATE APPLICATION ACCEPTED PRINT NAME t_ktasao —CL ADDRESS Zi15 VIDQAc G 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 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 Community Development Building Division at 431 -3670. la - clQ DATE APPLICATION EXPIRES DATE V\Av r7 RZ PHONE 55Zs 10 CITY/ZIP G`, c ? v (0 - & Q c1,3 03/16/91 COMMERCIAL NEW.COMMERCIAL BUILDINGS/ADDITIONS :. • •••': • Two sets (2) of the following: 1 Specifications Li Structural calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington State licensed engineer j Topographical survey j Energy calculations stamped by a Washington State licensed eil Li Legal description I 1 Working drawings, stamped by a Washington State licensed ' architect, which include: • Site plan .• Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan Completed utility permit application (one for entire project) • Six (6) sets of civil drawings. • '• NOTE: See utility permit application and checklist for specific utility submittal requirements, ' - • • ' • • RACK STORAGE I V I Completed building permit application - 0 Assessor Account Number Two (2) sets of plans, which include: S. : 7 Building floor plan showing: Assessor Account Number: :: • •• - • • • ' • " • :‘ ets:of, plans , ;which . . . .. Tenant space floor plan showing rack:storage layout,. aisles (2) , • exits Site Plan [1 DetaIls antenna/satellIte dish and method of attachment "NOTE: "I‘ ncluda dint° nsionslof racks (height, . . . :„: . . : -and exit ways 017 plan. ; Structural calculations 'stamped by a Washington State Structural calculations „. . . . engineer (rack storage 8' and over); "": •••" ..,:engineer may be 1 1 SU6MITTAL CHECKISST Completed building permit application (one for each structure). Assessor Account Number • Entire space where racks will be loCated • Exit doors , • Dimensions of all aisles . • ' Two . RESIDENTIAL— NEW SINGLE-FAMILY DVVELI-INGS/ADDITIOI .„ . Completed building permit application (one for each structure, • : . .• , :, Legal description . • • 2; .. • Fl Assessor Account Nurnber:• • Two sets: (2) of. working Site, plan Foundation plan Include access to buildlnp Showing Floor plan width and length ot access) • Roof plan Building elevations (all views) Building cross section Structural framing plans Washington State Energy Codc data Completed utility permIt application 1 Six (6) sets of site plans showing utilities •••• " •"•• . • NOTE Building • site plan and utility site plan may be combined See utility permit application and checklist for specific submittal requirements • • **. •••• COMMERCIALtENANTIMOROVEMENTS Assessor ACCOUnt Number • Two (2) sets of construction plans, which include: .• Site plan • -- • Location of tenant space • • :. • :.•••• : : • Existing and proposed parking • Landscape plan (If applicable, i.e., change of use) Overall building plan . • : ••• • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space •• • Tenant spice plan with use of each room labelled.: •• • Exit doors, egress patterns. • • • • New walls, existing wall, 4nd walls to be demolished. Construction details . • " • Cross sections showing wall construction and Method o f:.: attachment for floor and ceiling... . Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be'done (2.sets) S. NOTE: If any utility work is to be done, submit separate utility permit application and plans. REROOF Completed building permit application (one for each structure or ANTENNA/SATELLITE DISHES Completed building permit application (one for each structure) ri Assessor Account Number. , . material being installed. • NOTE: A certification letter is required prior ft; final inspection and sign- off of the permit. . . • Narrative describing existing robt, material being removed, and Completed building permit application .: PESIDENTIAL 44'. M .• . • ,.. „. . . ) ... . . .. „ . . • •• ... :', . :',"•?::::::::..:::•:. . " .::::." . :: : : ::::.".. : ':',...., •• r-i ," Completed building permit application (One for . • each : .‘.. Assessor Account Number.. '..,;:.......... ........%., .., ,. ,‘/.,..., :.1.7 ;:::• :" . .: • : •. :::FOUrida.tiori:•040,,,,,. .:.,,..,..:...(;2,.,:s8).::.6;eiiil.td.,i.91.:4,•00litiinl.:::......,:...r...:,....::....;..,1,:si,.....,:..:,..i,,,..6....iii.::ba...',1:....:1.,(3;...::]:.....:: 'w...,:io.....h.!h......•.cluCe:,,:::::-:::,:::::', • i:(3it:1110111iii4).1.'..i;!1171')11'..i.....i.:?..:.',!!!:::::.,.... .........,....... Roof'0)!IPJ,.iiiis: 011....19%YF: •••:::::.•"•• 0. ...E.•1 1?!!i• ' N000TpEiciilf.. iO. :any.j"ui/:11 .. ; ; - :: :w O.rk: i i s :f ;.....! :.. '',,...,.! ... .,... . .... . . . . . ..... „ .. . •1;.'"9: ..P::1F doiiiilOt.ecl. .i.::-!.,.iinro permit op' 11 ....i..,! 1 O.' . „ ..: On.), 2. : • : .. . ,. ...# s tructure 0 .,:.., .!..... ... .... ,.., ,,,, :,....,........................,,.... . , , . kk***kkk k** k*kkk* k**kk*kk* k** k* k** k *kh ***A *kkk **kk* *k*h * *k *k * * ** CITY .OF ;TUKWILA, WA TRANSMIT. * ** ***k****** * * **k ** k*********** * *•k *•k *k * *k * ***k TRANSMIT. Number: 9300012C) Amount: 74.63 01/28/93 12 :30 Permit No. 1392--0441 Type: 13-RACK RACK STORAGE PERMIT Parcel No: 022320-•0 Site Address: 404 STRANGER BL Payment Method : CHECK : Notation: HOWARD TURNER Init: SAO Account Code 000/322.100 . 0001386.904 , Total Fees,: Total All Payments: 5 Balance: °m om y; ec �nc�3 2222 Description BUILD/NO w NONRES STATE BUILDING SURCHARGE Total (This Payment): 74.63 74.63 Paid 76.13 4.50 74.63 Address: 404 STRANDER BL CITY OF TUKWILA Permit No: 892 -0441 Tenant: COMPUTER CITY SUPERCENTER Status: ISSUED Type: B -RACK Applied: 12/22/1992 Parcel #: 022320 -0020 Issued: 01/28/1993 ** * * * * * * * ** * *•k* ** *tit * * * * *AA** ** **.********'*' A****** 'kk ***** **'k *'k'k'k* * * * *** * * * ** Permit Conditions: 1. No changes will be made,,, : to rtthe='p'ians1 .,ess,. approved by the Architect and the Tukwila Bu "i°l` ding � Divis•i°on,:t ' . 2. All. permits, insp0t1oh recordsi, and approved ,1 shall be maintained av pilabl the A.1-;ob site' prior,Yto the'<s�'tart of .rd• "' �+7 1 ti ".x S �G •,y .. .. ` o Y. any construc pit':" T� documents are to Abe ma i nte.;14 d available un fi approval czIs;'gr�aited Y 3. All construction t ' ie done - in c n orifo'riirac.e Wi o plans an r w,equir' ; me.ntsof " the-YUn�i . form Bui (i de (1991 Edition• ? °Q amended by the Wa�,h,1n lion State Buildin0 Code. UniforiMechanica1 Code (1991 Editi�on), and Washingt Sta Energy od (1991 iSecon di , . ,.•. ,, 4. Rack .ty.pe '#,4 and £ #2 shall no , with product tin,t�1'1 f inat �.f ns ori' approve i s i 'b'ta`ine. dr �� 5. Val j H. t i y of Permit. The°°i-ss f,. permit or approva3.l 1af sp'ec1'f atio is • "an con ce o ut ti , ' '` p , � � � d ,, � � a . one 5 ha�1,1 not be con`� �+ str .`.�4 g l� di to be a pe t .it 'fotn an "' rc v41 ,. any vi d i'o`ns. ofdan of the provisions \of'� t ce'd'e or of any other, ` { r or n the.. jurisdiction ' No,,�pe _i- t ' esuming to g ` i 've r . au ¢ pity , ,. xo'r 0 {a'te rcarr � �� the pro of this. code.::,; '{ s ha l 1 b e4,0 1 i a,. 2; .. , '` ) / p ' ;R,'` � ' 1 *`' t ip dr "� ` rF ; City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Fire Department Review Control #B92 -0441 (510) Re: Computer City Supercenter - 404 Strander Blvd. Dear Sir: January 4, 1993 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 10.302) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 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. In racks with heights of storage up to and including 25', an average nominal 6" transverse and longitudinal flue space between loads and at rack uprights shall be maintained. 2. Maintain minimum 44" aisle widths throughout. 3. Provide floor plan with location of type and quantity of products stored. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. roe ►: ype o ns . .n: /?.. \ o•ress: P:,e .:, Sp :..r1 Instructions: Date Wanted: Requester: Phone No.: 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT No. (206) 431 -37 ‘e1.—Approved per applicable _codes:- - ---- -- 0 — Corrections- required prior to approval. COMMENTS: nspector: 7.7 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ro Ce1hie it: CC ype o nsp'edT O2.74Ue- A Address: 464 ,____ _ Date Called: *fiat Instructions: Date Wanted: s- Z �!' 3 am. p.rt Requester: c ;w— Phone No,: [X, Approved per applicable codes. �ecept No.: INSPECTION RECORD,- Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southconter Blvd., #100, Tukwila, WA 98188 ❑ Corrections required prior to approval. COMMENTS: AN 044 a� f�� / Aivo 2— AIC Z fret Ore P ell-- p S . Inspector: Date: 4 -- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206) 431 -3670 r : Gi ill 1 Cc - We 611 14 2 % NS Crta n.I MT. Address: 4 t i• ... Date Called: i Special Insi ructions: 1 Date Wanted: 0 • rz - 'I a p.m. Requester: ..1) c..-po-rn N I Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMM ENTS • spect : 0 INSPECTION RECORD Retain a copy with permit (206) 431-3670 iied per applicable codes. 0 Corrections required prior to approval. Date: 2- 2 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: f !rr *r k4 (D '$i -`-c". At rziou s- tA-4-tcrul Ikourelo 51 -71%5 CITY OF TUKWIA cAtAQu- 6?L C. irti � C tbc12 bq e RACK STORAGE DIMENSIONS • L. EA FE X t 2,$Y1=11)21 ► . •,,�/}.� 4 4s 50A, • 44 tit) 5 Turner & ASSocl •2065255560 - 10 L Assoc I d*nks X X X X X x � J (5 x 16 1 4 , 6 2( . ;,525561 '�` 8 T = TOTAL -- try o' � 446" xi 7t L J 45 RIM 00 . 22 250 0 i GRAND TOTAL = 1147 RECENED CRY OF TUKWILA ( - 1. 5 DEC 2 2 1992 P. 01 P, 03 R ATT I SWENSON PERBIX project 4 client mu As enn check •V 7_ " • el■ • aft " Al; " ■••••• /4 - / -a— date rsp no. desigif sheet n b •ou dsi .�� foXes fr (dso', no 2„c G dsr✓Z %,', r .o? %n& Q wi S' ' - --ig lot ( ingewl .4' ("646 5-xafw--E44r .... (..„!:70. 41.2:279/1417 Z2' = /S ! ( '9 . £A " 2.2' 7 = cfi Jr S �I' — -P �r —11 • ..LO �' S•1 / \��S- ' = 2f ^►1077- S_c,•, �vSr7 � C j 1 V i2/44 91"a4 .s►/ --o z a 94 1-4 6_7 ro'°i ° • = 1 °GL, gctaga pap 1.) t, " -','S ..td-?7 0 z .f of loayo u : map alup $"4/ id -- w S tit c_c7 09 , ; fr,v oy , t do/ v•o7 ns q'V3/fV •,,,d • 'E : ( 74. 2 (s,.7,... 7 7} ' r4. e ce/aG7Q 1 , 5i/ 9• ',s..M#7sai/ 1uajIo X I fl 21 3 d N OSN 3MS 1 .L J. V 21 1" 7 /Z ° C 44:7 01 /1"1 , pr 25,2 • r -2r90/ X tSxif cit /•L-ri diI5 h ;/ a. 9•h/ v• 79 r 5 n .- C G/ta -' _ "114es /We,? -• 67(.7 ei )3. SL aF 5 o.% ✓ 7 _ ..._ a, 7�:�` 6Pirz S - / , - L f/ UG L � .5"- = Z 7.7 �zS)Cl6) 1 ,61� 5 1.7 %b /'- I1 /3) /$ Ga eher. zs , 2 C,L- & Am) @ Des /6.4 c..9.. lip = Wo r - / /, z Z - .6se /3) _ . 7 7 / , 3 9 L r _sg tz)_ , %E /uS eoA/`s .e.4, /n/ Void,/, GL,!° •*4x6 612) f •4006.33) 6 E ; eofwvt672,2 4 1 / o f�'' ■ R A T T I SWENSON PE R B I X c.44) projec client 0iI 1" C 141J err can_ check date rsp no. esign sheet 4 • r • I! 3 / , Trick / 4-34. s72 bTiEil L.�( 7a" CoL 0/71n/ ) ,r AA • I K R A T T I SWENSON P E R B I X client 1 rr► 11 1 1 6 c 4 Rd LLVE-h.i,./y L6f 14- 3/BI # Ts/ b272 73oLT' ..71%Z ✓,✓4 `a4sE Cow* cCTion/ 6 0iwe`oesioAis 54a.-,N ,4,ex 4/4"A nimprz ` stvo S/Savta $E' ,rJ,›N.cRc?) 7o As CcvSE .4 S P&4' .G /a✓ M',4'.e „fie /p -ec#07 /000 r , Cary,foTEA a7 S cv"' project lo' G'4t 4✓d % e #QTR' 40/ 3 / "ci £ R 234 �T fr asz 2 '4. ► i iwrb C date des gn check rsp no. 5 .3 sheet Mallet and Tape Dry Line color - coding for boxes. Boxes are • ra to fact Late ease of installation Base Deda VIOLET box or boxes of standard quantity. NOTE: mute capacities stw.m by 33% %Ian only the front half of the shell is loaded. SHELF SIZES 10" l 13" 15" 16" "S'S Or[ar "HD" She.' and O.m "NV' — our "NT" BASIC btELVING INSTALLATION INSTRUCTIONS Base Front Base Bracket (CBF) * C—( COMPONENTS * NOTE: LOW Base have LB after components Do Not Exceed! Rat h a ve 06 Components = 5 Shelves Wire Components RED TT Oosunsla t 300 30' Mansard Deck Rat IT Ooalulerd 30' Downdsre Deck Fist IT Dornmlyd Rat ' teo sou 500 500 500 250 400 250 250 75 COD e00 250 .150 250 Base End Trim 1%111* (BET)* ( B S ass ) e Deck BAR CODE LABEL INFORMATION 250 7s coo 600 250 150 400 250 Bads Extension (BE) Uprite End Trim NET) - Back (B or BE) Part No. S419N 250 76 250 150 400 250 250 250 75 75 we 600 000 000 150 950 250 250 150 900 350 250 <— 250 150 700' 1200 X0 250 450 150 600 1200 ssrvE953F.45wx 19D 1 curs c..awss� __I o u unit lmilinln))iumil � L.r,tit, Description ALLOWABLE SHELF LOAD LIMITS RECOMMENDED UNIFORM ; LOAD CAPACITY IN LDS. 7" 17" 19" 22" 25" 28" 31" Son 500 we 500 we 400 250 230 100 KO • 600 1200 200 100 1200 Add Load Esser Base Brackets for 500 tbs. Additional Deck Capacity Pall tel -tree 80O- 3a - Cal Ton Free 800-248 -6930) Center Rail Spicer Rai (R-S) B'H to 12014 only RENT CHE 'dl A for size Bottom — Rubber Hemmer Suing or OPENING SEQUENCE red to indicate system at box A � Base End Panels Trim 17E GREEN ntlny Is black on ace mponenta other than to flat. 1T or It front abs Udo if *tie nal Rat or 1 r t tats co Shelf id gripping front - and support- with palm of r V I 1 1514,/ w•rl• .r • wit sat. rim 0 VVr sa.rs . I 117Vi■' CLEARLY VISIBLE TO ALL STORE PERSONNEL READ BEFORE ASSEMBLING WARNING FOR YOUR SAFETY • Instal al shelving amercing to instaltaim insbtuctons. • Shelvig and components should only be installed or rearranged by trained personnel who have read and understand these instrucfions and warnings. Failure to do so may result in damage to sheNirg or personal injury. • Do not exceed Allowable Load tires (Sheets 1A and 1B). • Do not use damaged parts. • Instal and use components only as directed • Do not combine Mier products vet norrtozier prodods. • Afways use BASE FRONTS (( — they affect the structural int� t e shelving. • Do not hang Peg Hooks, Shelves or other accessories on fodure side has no Base Brackets (B8). • Do not hang Peg Hooks, Shelves or other accessories that extend past Base Deck. • Al components which require trim, such as Uprr'ies (US) and Base Brackets (BB), should not be installed without trim pieces. • Do not expose any sharp or pointed edges to shoppers or errp ogees. • Do not climb or stand on shelving. • Provide safe access to all levels of storage & cfsplay staelvirg via ladders, stairvvays Cr other means in aocondance with ap OSHA regulations. - Do not move assembled tut Do not rearrange Shelves whle merchandised. • Do not lean heavy fleas against shelving. • away Mer dsirg intended for use with Shelves or accessories include End Decks or other floor ckssplay to dtrect Avirmaerlez Call toll -free B00- 228-9882 1 f. RAIL INFORMATION NOTE: Center Rails will occasionally be painted in other neutral colors at random (Including B R.1. RP BA FIC (Calor Rai) as pkallaq as for 961-lb 127H arty as nRae BACK PANEL INFORMATION IMPorn - AN77 Top of Pegboard Backs are marked WW1 a paint sin?. First row of holes are frun top edge. 06 BASE LOW BASE 36" 42" Uldicates Center Rail 66" " 60 w C7V 7 2' Wide = 22 17 /32" 3' Wide = 34 4' Wide = 46 78" 2' Wide = 22 3' Wide = 34 t /32" 4' Wide = 4617/50" 9o" pew 120" 108" 96" 8E42 B e 78 hu 120" are two pieces wittSp6oerRai RECEIVED CITY OF TUKWILA DEC 2 2 1992 PERMIT CENTER N N N cc O ES I I ig I I it ho 0 ire gilt it It ON 1111 rat IMpoili 8 0 I 2 Z 6 .Ns 49 �r ti 49 .. .'Po OV .'hi LP rm .'/n SC %Z9 .'/, 9V . OV 4e Ph CZ :Yet LP . " h, 99 .'/el IP 89 . an 69 .an CS .'/a SC No Se .I let 99 ." SC Net LP .'/n CV .act SC -- Olio 6Z d5 F z a II II II N trAt Cs I 4 v W 0 8 5 0 0 1 1 'i j§e1M vvoctt ;4•;x•1'; w' IS 0*, W" 11s ocl; Ig '1 1 qt110 "ttr iodlo I I 5 1 a j 1 _1 ,I I I I 518 : 11' . 1i I 1 1 I.? w 5 iptri 4516 I ill 191 t kll I I 5. I ,a a c a a a B t a N a 1 3 [ (Shelf depth + 2) x (Shelf load +: WARNING: Before , determine e unbalanced load on the wall or island to be sure it does not exceed 12,000 in. lbs. See Before th Load Calculation. r NOUO3s 5' x 1001 +2 WARNING: A fully merchandised island will ellen contain several tons of merchandtse. Extreme caution should be exercised to involved island besthouid� denied access�to the area � Shoppers and other persons not 6.5' x 2001 +2 WARNING: Do not remove the Closed Base Fronts or Base Decks from a loaded island, as this may cause shelving collapse. Before starting, the following are required: 5 x 3001 +2 - • Levering Leg Wrench or 7 13' Open End Wrench 750 7.5" x 2001 +2 = 750' a NO110311 5* x 3001.2 = 750' 8 7.5* x 2001 +2 = I 1 750' If TOTAL (Section A and B) 800' 5 3000' If The between • REPLUMBING.AN ISLAND THAT HAS AN UNBALANCED LOAD amide and Base Brackets tem is designed to function well under most merchandising circumstances. However. occasionally one becomes more heav* loaded than the other, which causes the uprises to lean toward the heavy side. This may cause gaps on the heavy side. It important to read all warnings prior to replurnbing an Wand. Do not attempt to replumb an island that is overloaded! (exceeding 12,000 inch- pounds unbalanced load) WARNING: Before , determine e unbalanced load on the wall or island to be sure it does not exceed 12,000 in. lbs. See Before th Load Calculation. WARNING: A fully merchandised island will ellen contain several tons of merchandtse. Extreme caution should be exercised to involved island besthouid� denied access�to the area � Shoppers and other persons not WARNING: Do not remove the Closed Base Fronts or Base Decks from a loaded island, as this may cause shelving collapse. Before starting, the following are required: • Two people (one for pushing and one for adjusting levelers) • Levering Leg Wrench or 7 13' Open End Wrench • Carpenters Level • A Length of 2 x 4 or other similar material to aid In pushing against sprite. Ideally The Updtes that need to be repkenbed by oft- ming shelf gaps (as shown below) or by sighting • � out of plumb mat pdt is. ............ „.4.10001 B� ;I! I 1 71t 110 1 i ggrill 1 0 H111141. /' Shelf Gap Using the leveling wrench, screw in ( retract) J Move to the heavily loaded side the Leveling Leg counterclockwise about 1 tit of the island and locate the turn for each 1116' the Uprite . 3 • out of plumb. = same Uprie up the access • B et Ling Le DO NOT TURN THE ► cvc► r<w YETI Have the second person push on the Uprite face (heavy side) with the push bar. This will itil reduce the pressure eat the Leveling Leg • which Is about to be extended. • i .j DO NOT ATTEMPT O GLEGW1TEXT 0 F11EVWG THE PRESSURE ON IT. As the person on the Leveang p ` ` � t L !I wrench to slowty extend the Levering Lag clockwise. by the same number of turns as 1 1 ` 1III0 /- the Leveler on the opposite was retracted u � 2 tums i" ( ... ( 1110.‘1K; - plus 6 Check to be sure Uprise is plumb with the Level. Repeat Steps i each 2�s • if necessary. until the the ise Is pbsomb. • h • ' to down • tops of the uprises '� to assure that the / `kril ' ri Vi ll.. 0 ° 11 111 it r 10 / � ten lo ading one side of your want or island shelving, it is imps ..ant to determine it you are creating an balanced that exceeds the maximum 12,000 inch The sample calculation below illustrates how u can determine your unbalanced load in inch - pounds. 1TE: Inch-pounds are a measure of the shelf loads ailing at a distance ('/s shelf depth) from the Uprise. LCULATION may be represented dsprans as shown It Is divided by 2 because an evenly tad is adoieted es a total load at ad by 2 bernuss a shelf load is u.ANCED LOAD CAL.CUTA710Ot+ nine the unbalanced inch-pounds on a the method &hour► for an island re side walkout shelves hewing a load Section Warnings at the this page. back tilde of Wail Sections. rte height and maximum shell deck sire (see diagram below). etlpes ths,theymustbe scl b oi M Assume no Wolves an Side 1 al sexton 2. 13' 10' 6S Side 1 Side 2 SECTION A Cal toll-free 800.228 -9882 (Canada - Cal Toil Free 800 -248 -6930) 162'H 1 5 Deck Load does not contrax4e to unbalanced bad. • Side 1 Side 2 SECTION B 1s Subtract the smaller unbalanced load from the Larger. - 000 NOTE:' I indicates inch-pounds. = / 2100 Inch-pounds This is the total unbalanced load acting on the wile — DO NOT EXCEED 12,000 INCH - POUNDS UNBALANCED LOAD! S: S - The minimum unbalanced load on shelves above the joint on an Extension Uprte should not exceed 2500 inch-pounds. S - The loads tippled to Pegboard Backs should not exceed 150 bs. on one side of a section with a standard Bottom Rai (150 b: per skis tor Doak Backs) and 300 bs. on one side (300 bs per side on Double Backs) with a heavy duty Bottom Hai. WALL SECTION WARNINGS Important Notice for Flee Standing Units — l cuss Doorkls are used — reduce maximim height by 12' — lf Wal Fixture is on camel — reduce maximum height by 12 - For free slanting karts, the maximum height to depth ratio is 6.1 (tor cabaxkdrg height to depth measure depth as drstance &Arnieen opts levering leg akd base Ixadce(leveing leg). RECEIVED CITY OF TUKWILA -.DEC 2 2 1992 PERMIT CENTER UNBALANCED LOAD CD' GULATIONS WALL SECTION WARNINGS .: nil tie trwue.arcedind iwifs *Megan fstJ tie 13' When heavily loading one side of your wall or Island shelving, it is imp....ant to determine if you are creating an unbalanced Toad that exceeds the maximum 12,000 inch- pounds. The sample calculation below illustrates how you can determine your unbalanced load in inch-pounds. NOTE: Inch- pounds are a measure of the shelf loads acting at a distance ( /, shelf depth) from the Uprite. SAMPLE CALCULATION 10' • This loading nation may be represented by two separate barring diagrams as shown 3 NOTE: Shelf depth is divided by 2 because an evenly distributed shelf load Is calculated as a total load at • center of shell depth. Shelf load Is divided by 2 because a shelf load is supported by two writes. WALL SECTION UNBALANCED LOAD CALCULATION: The method used to determine the unbalanced inch-pounds on a wail section is the same as the method shown for an island section. Simply consider the side without shelves having a load of zero. NOTE: See Wall Section Warnings at the bottom of this page. 0 Do not hang shelves on back side of Wad Sections. 9 Maximum unanchored upnle height and maximum shell sae is determined by the deck size (see diagram below). ® If to are l or �g these specifications, they must to woe be Dorile Height Base Deck Depth Mandrrum Shea Deptr Base Dedk Depth, Assume no shelves m Side 1 d Segu Call tell -free 600-228 -9882 (Canada - Call Toll Free 800-248-6930) Subtract the smatter unbalanced bad from the larger: - 3000 NOTE • a indicates kndr- pounds. _ 2100 inch-pounds This is the total unbalanced load acting on the uprite DO NOT EXCEED 12,000 INCH- POUNDS UNBALANCED LOAD! SPECIAL WARNINGS: EXTENSION UPRITES - The maximum unbalanced load on shelves above the joint on an Extension Uprite should not exceed 2500 inch-pounds. PEGBOARD BACK LOADS - The loads apptned to Pegboard Backs should not exceed 150 lbs. on one side of a section with a standard Bottom Rai (150 bs. per side for Double Backs) and 300 bs. on one side (300 lbs. per side on Double Backs) with a heavy duty Bottom Rail. 162"H 15' Important Notice for Free Standing Units — lf cuss Dooddts are used — reduce m axirun height by 12' — e Walt Fixture is on carpet — redu:e maximrmm height by 12' — For free stand�n9 units, the maximum height b depth ratio Is 6:1 (tar calculating height to depth ratio. measure depth as distance between uprte tererng leg and base bracket leveing log). REPLUMBING AN ISLAND THAT HAS AN UNBALANCED.LOAD 5. The l.ozior Uprite and Base Bracket System is designed to function wee under most merchandising circumstances. However, occasional)? one side of an island becomes more heavily loaded than the other, which causes the uprites to lean toward the heavy side. This may cause gaps between shelves on the heavy side. ft fs important to read all warnings prior to repkmbing an island Do not attempt to replumb an island that is overloaded! (exceeding 12,000 inch-pounds unbalanced load) WARNING: Before determine the unbalanced load on the wall or island to be sure lf does not exceed 12,000 in. lbs. See Load Calculation. WARNING: A fully e d isl will often contain several tons of merchandise. Extreme caution should be exercised to avoid s the islands lould be denied to the area serious and other persons not WARNING: Do not remove the Closed Base Fronts or Base Decks from a loaded island, as this may cause shelving collapse. Identify the Updites that need to be replumbed by oeivkig shell g of Uprites (at shown belo by 1 • Estimate how sighting down i out of plumb We is. 3 Using the leveing wrench. screw in (retract) the counterclockwise about 1 turn for Leg 1116' the Uprite • is out of plumb. Before starting, the following are required: • Two people (one for pushing and one for adjusting levelers) • Levering Leg Wrench or 1 /: Open End Wrench • Carpenter's Level • A Length of 2 x 4 or outer simian material to aid in pushing against Updte. Have the second person push on the Uprite face (heavy side) with the push bar. This will reduce the pressure on the Levering Leg which is about to be extended. DO NOTATTEMPTTO EXTEND THE LEVELING LEG WITHOUT REUEVING THE PRESSURE ON IT. As the person pushing relieves the pressure on the Levering Leg. use the Levering Leg wrench to slowly extend the Leveling Leg clockwise, by the same number of turns as the Leveler on the opposite was retracted - plus 2 turns. Shelf Gap Move b the loftily loaded side of the island ia • and o f a the first Pry the Closed Base (CBE) tai about V2' to access the Base Bracket Leve6g Leg. a Move to the heavily loaded side d the island and hate the same Uprite. Pry up the B rat Levering L DO NOT TURN THE LEVELER YETI (Shelf depth + 2) x (Shelf load + 2) SIDE 1 SIDE 2 V NOI133S 5' x 100e +2 = 250'l 6.5' x 2001 +2 = 650'1 5' x 3001 +2 = 750'11 7.5' x 200% +2 = 750' 1 NOU 3S 5' x 3001 + 2 = 750'1/ 7.5' x 2001 +2 = 750' TOTAL (Section A and B) 900 3000 UNBALANCED LOAD CD' GULATIONS WALL SECTION WARNINGS .: nil tie trwue.arcedind iwifs *Megan fstJ tie 13' When heavily loading one side of your wall or Island shelving, it is imp....ant to determine if you are creating an unbalanced Toad that exceeds the maximum 12,000 inch- pounds. The sample calculation below illustrates how you can determine your unbalanced load in inch-pounds. NOTE: Inch- pounds are a measure of the shelf loads acting at a distance ( /, shelf depth) from the Uprite. SAMPLE CALCULATION 10' • This loading nation may be represented by two separate barring diagrams as shown 3 NOTE: Shelf depth is divided by 2 because an evenly distributed shelf load Is calculated as a total load at • center of shell depth. Shelf load Is divided by 2 because a shelf load is supported by two writes. WALL SECTION UNBALANCED LOAD CALCULATION: The method used to determine the unbalanced inch-pounds on a wail section is the same as the method shown for an island section. Simply consider the side without shelves having a load of zero. NOTE: See Wall Section Warnings at the bottom of this page. 0 Do not hang shelves on back side of Wad Sections. 9 Maximum unanchored upnle height and maximum shell sae is determined by the deck size (see diagram below). ® If to are l or �g these specifications, they must to woe be Dorile Height Base Deck Depth Mandrrum Shea Deptr Base Dedk Depth, Assume no shelves m Side 1 d Segu Call tell -free 600-228 -9882 (Canada - Call Toll Free 800-248-6930) Subtract the smatter unbalanced bad from the larger: - 3000 NOTE • a indicates kndr- pounds. _ 2100 inch-pounds This is the total unbalanced load acting on the uprite DO NOT EXCEED 12,000 INCH- POUNDS UNBALANCED LOAD! SPECIAL WARNINGS: EXTENSION UPRITES - The maximum unbalanced load on shelves above the joint on an Extension Uprite should not exceed 2500 inch-pounds. PEGBOARD BACK LOADS - The loads apptned to Pegboard Backs should not exceed 150 lbs. on one side of a section with a standard Bottom Rai (150 bs. per side for Double Backs) and 300 bs. on one side (300 lbs. per side on Double Backs) with a heavy duty Bottom Rail. 162"H 15' Important Notice for Free Standing Units — lf cuss Dooddts are used — reduce m axirun height by 12' — e Walt Fixture is on carpet — redu:e maximrmm height by 12' — For free stand�n9 units, the maximum height b depth ratio Is 6:1 (tar calculating height to depth ratio. measure depth as distance between uprte tererng leg and base bracket leveing log). REPLUMBING AN ISLAND THAT HAS AN UNBALANCED.LOAD 5. The l.ozior Uprite and Base Bracket System is designed to function wee under most merchandising circumstances. However, occasional)? one side of an island becomes more heavily loaded than the other, which causes the uprites to lean toward the heavy side. This may cause gaps between shelves on the heavy side. ft fs important to read all warnings prior to repkmbing an island Do not attempt to replumb an island that is overloaded! (exceeding 12,000 inch-pounds unbalanced load) WARNING: Before determine the unbalanced load on the wall or island to be sure lf does not exceed 12,000 in. lbs. See Load Calculation. WARNING: A fully e d isl will often contain several tons of merchandise. Extreme caution should be exercised to avoid s the islands lould be denied to the area serious and other persons not WARNING: Do not remove the Closed Base Fronts or Base Decks from a loaded island, as this may cause shelving collapse. Identify the Updites that need to be replumbed by oeivkig shell g of Uprites (at shown belo by 1 • Estimate how sighting down i out of plumb We is. 3 Using the leveing wrench. screw in (retract) the counterclockwise about 1 turn for Leg 1116' the Uprite • is out of plumb. Before starting, the following are required: • Two people (one for pushing and one for adjusting levelers) • Levering Leg Wrench or 1 /: Open End Wrench • Carpenter's Level • A Length of 2 x 4 or outer simian material to aid in pushing against Updte. Have the second person push on the Uprite face (heavy side) with the push bar. This will reduce the pressure on the Levering Leg which is about to be extended. DO NOTATTEMPTTO EXTEND THE LEVELING LEG WITHOUT REUEVING THE PRESSURE ON IT. As the person pushing relieves the pressure on the Levering Leg. use the Levering Leg wrench to slowly extend the Leveling Leg clockwise, by the same number of turns as the Leveler on the opposite was retracted - plus 2 turns. Shelf Gap Move b the loftily loaded side of the island ia • and o f a the first Pry the Closed Base (CBE) tai about V2' to access the Base Bracket Leve6g Leg. a Move to the heavily loaded side d the island and hate the same Uprite. Pry up the B rat Levering L DO NOT TURN THE LEVELER YETI imat NOTICE: It Trim or Shelves do not tit properly, check to be sure unit Is leveled property. It the Uprttes are not plumb and/or at proper height, redo Step 8 le 1 '0 . sp pRi —6 7.1.4 � .I+tRTr+i serrt ri.v 11111 fW gggEAr R g q r IMPORTANT! Do not let framework stand alone until a Back Panel Is in place. Center Rails must be used. II ft • am;B. gill lie a 3� .6,4E p N Igi 13/4 g cdt: • It 11 0 Leveling Procedure Important For Proper Fit of Trim and Accessories! ,1111114■11,..-.100/,, ca,rrza trrrTe-rInn-rs-rrrrrr.-.s Poor to Too ol U0. Nominal Nominal Helght Plus tar Floor to Top of Uprtte mwedlomame IMPORTANT! Do not let framework stand alone until a Back Panel Is In place. Center Rails must be used. ■ww.m.s.., NOTICE: If Tiim or Shelves do not lit properly, check to be sure unit Is leveled property. If the Uprltes are not plumb and/or at proper heIght, redo Step 8 ArIKEZZI STORE IWIIRES Cot top - free 800. 228 -9882 ida - Cal Top Free 800 - 248 -6930) AND :TION LLATION ad each step nefulIy! 'anent Breakdown trefote starting. Refer to Back Panel Information Sheet IA tor carter rat location. Skle Base Front born 139 cW�tVB infmmkort es Tabs on Top Rai must lock in place. Base Base Front newish(' of fast section by standing first two'Jpkite/Base irkes vertically. Connect them by installing Base Fronts, id Center Rai as shown. Wee Grid Backs or Slotwal Backs are to be used, hollow deed with Wee Grid Clips or Slohwal p. Center Rail - � Updte Leveling Leg mutt not be touching floor. )n both end Uprites adjust the Base Bracket leveling Legs as Chown to bring the to the nominal height plus 1/B•. u the same k me, keep plumb. Check with a carpenters BET- Sides over Base Bracket until Stop Tab on BETrests on lop of Base Bracket (see dotal at nghp. so End Trim. Uprle End Trims and Top Rals. Snap chakline on floor for desired • locations of at island runs. 5 a 0, a m z 8 BET :rust aids betwnd boot and rear tangos on Base Bracket to be matey seated Mae View of Etas* Bracket IMPORTANT See Plan View of Base Bracket above rraacket End Trim 2 Lay out parts along chalclner as shown. At this point you will need one Back Panel for the first section of each island run. Splicer Rails (for two -piece Backs) and Top Rats will be used • in latersteps. Use care in towering Back into place. DO NOT DROPI Corot Rat Solar Rat — Second Cotter Rat for $6• & TWO-PIECE BACK DETAIL Instal one Back now for stabNly. For two-piece Backs, install lower Back Panel only at this time. Refer to Back Panel Information Sheet IA for Back Panel Sizes. DETAIL Insert wedges (not provided) into corresponding slots in end Uprites. Run a string between and tie to the level by add g Legs�on Base is the keep each Uprite plum Uprites to Check with a carpenters level. t • rr . to 1 String or 0Una Wedge End Up ite trr NOTE: If ceiling height Is not adequate to drop Panels from top, insert one side edge and flex panel until other edge fits in place. When two -piece Backs are used, Center Rap is used on upper Back only for heights less than 96'. For heights 96' and higher, a second Center Rail is used on the lower Back. To assemble two-piece Backs (after Center Raps are in place), instal both lower Back Panels (refer to Back Panel Information Sheet IA for proper sizes). Instal Splicer Rail over lower Backs and instal upper Back Panels. s Cul Wickes torn trr 1• NOTE: Make suuekfrrr��y on face of Intermediate Uprites. Uprites. Suggested Method for Seating Base Brackets 3 With Uprites lying on floor, hook Base Bracket into narrow slots at bottom of Uprie. Base Bracket will snap into place when properly installed. See suggested method above for seating Base Brackets. Base Brackets are painted random colors and may not • necessarily match the color of the Uprifes. NOTE: At this point, all Uprites must be plumb and at proper height. 1/8' Retract the Uprita Levering l tthe eL Leveling Leg Wrench just • passes between the floor and the Levering Leg (approx. 1/8'). Deck Fold Down Fin Assemble remaking framework along dhaldine. Do not install • remaining Backs yet! 10 Install remaining Backs. Refer to Back Panel Information Sheet IA for proper saes. For two- • piece Backs refer to Detail on Step 5. To instal and hook Decs tit upward deck rear behind hold down pin. Deck must at on lock tab cn BET •Instal Base Decks and Shelves as shown. Refer to Allowable Shell Load Limits Section Sheet 1A for shelf information. RECEIVED CITY OF TUKWILA DEC 2 2 1992 PERMIT CENTER • Leveling Procedure Important For Proper Fit of Trim and Accessories! Nominal Height plus 1/8* Floor to Top of Uprite •r1 I.11 11. 11 1 111, 1 , 111 , 1111 . , V77 IMPORTANT7 Do not let framework stand alone until a Back Panel Is in place. Center Rails must be used. NOTICE: If Trim or Shelves do not Ill property, check to be sure unit Is leveled property. If the Uprites are not plumb and/or at proper height, redo Step 7 a WI a Wa