Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B93-0278 - SPORTMART - STORAGE RACKS
(Z1,9 -Q/-9 • • 0 5perrnM 1 13(1-01'6 City o Tlev#AL (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B93 -0278 Type: B -RACK Category: Address: 17500 SOUTHCENTER PY Location: Parcel #: 262304 -9110 Zoning: C2 Contractor License No.: FERGUHF370NO TENANT SPORTMART 17500 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER PACIFIC NORTHWEST GROUP A 5601 6TH AVE S, SEATTLE WA 98108 CONTRACTOR FERGUSON CONSTRUCTION 7433 FIFTH AVENUE SOUTH, ,,.S.EATTL,E, CONTACT ROBERT BRAZIER :........... 7433 5 AV S, ,SEAT.TLE WA 98108 ********************** k-*******.*****, k*' k*****_** ** *'k * * * * *'k * * * * *'k * *'k ** ' Status: ISSUED Issued: 08/13/1993 Expires: 02/09/1994 WA 98108 Phone: 206 767 -3810 Phone: 206 767 -3810 Permit Description:.: INSTALL RACK Rack Storage STORAGE` `ot a l s 9,072 -6,252 680 15';936 UBC Editiion: 1991 Valuation: 40 20i,600.00 Total '°,Pe`rmi t 'Fee: * * * *` Permijt C'ent,er,Author J' ed Signature :Date • *1k* ` k*`***'**'****• k * * *y * * * * * * * * *4k * * ;ii; I hereby certify ;that••I have read and rexami ned ;ith i'sa pe,rmi t and know the same to be> >�..true'and correct. All pro%Jision,s of, law`' and ordinances governing th=1s work will ...be cornpl ied'' withwhether-'specified he,`refin or not The granting 'tof`1,thisZEp:ermit'''does not presume t.c) give authority to violate or cancel the `prtovis'ions of any 'other; ;,sta.te `o`r` local ;laws regulating construction orut,h;e, performance of work`. I am authorized +'to:� sign for and obtain this bujlati—V «per it. Signature: Print Name: 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. CITY OF TUKWILA Department of Ca } >., nunity Development — Permit Centi 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER Tfr ? -o g/ PROJECT NAME 10Y-1)1a4 +- SITE ADDRESS 1'7 So D �� I,c -f'h c�►� SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT BUILDING - initial review FIRE TE:It� DATE; PROVE CONSULTANT: Date Sent Date Approved - UIREMEN MMEN'[ -1-a6 -co OJTED SP/93 INIT:,4ii # /J FIRE PROTECTION: Detectors FIRE DEPT. LETTER DATED: 1'/g/ 91 INSPECTOR: N/A Ave/ z- S'l r O PLANNING ZONING: IBAR/LAND USE CONDITIONS? t )Yes (J N INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s. E- O PUBLIC WORKS UTILITY PERMITS REQUIRED? Yes () N INIT: PUBLIC WORKS LETTER DATED: O OTHER INIT: 9(BUILDING - final review XBUILDING OFFICIAL INI : TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? OYes 0 No UBC EDITION (year): INIT: REVIEW COMPLETED AMOUNT OWING: ti ,c;)..3 CONTACTED I /� ! rJ DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/83 1-- CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 —004 ■ BUILDI1L PERMIT APPLICATION DESCRIPTION :'' 'RCPT.-0 DATE BUILDING PERMIT:.FEE:! PLAN .CHECK'FEE< :' BUILDING SURCHARGE TOTAL: SITE ADDRESS SUITE # �,, .,.)-P, �,�.0 E-e, -- P , 9-�. -k1,., , (<< , eA�A % %5G <� 9/s- VALUE OF CONSTRUCTION - $ /7 �a ✓C O, rJOO PROJECT NAME/TENANT 75PO(Z.7'/11 /4 g New Building U Addition Li-Tenant Improvement Rack Storage 0 Reroof 0 Remodel (residential) ASSESSOR ACCOUNT # {.i:3c,i /— 7//0 (commercial) U Demolition (building) 0 Other TYPE OF WORK: DESCRIBE WORK TO BE DONE: / % / / `. cc c k c, to rc:� e_ 7i7 s ( c4 l ic:..1) 0,0 died p�G /� Shot L- BUILDING USE (office, warehouse, etc.) ') O 're NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? I,'4 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: s--5-/ 000 0 Tenant Space: s-, 000 0 Area of Construction: SS o 00 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IFYES, EXPLAIN: PROPERTY OWNER PHONE ADDRESS M 5 ec<. / -/c s% O / - Cq /-� tip . n ' ZIP CIO CONTRACTOR /- C f�j Ln.Co.ti cr AD 5 r L , o � -3 PHONE X76 - 3 u"/ O rr ADDRESS y33 S` / >Je�IU �_ �o �e lam iii 1t� ZIP y Er/ o s- WA. ST. CONTRACTOR'S LICENSE # ��ff // 1 \ FL I2 (,c,t /-15370A--)0 EXP. DATE �'-( -�� ARCHITECT ,6 PHONE 4 //S- z/3 3 _-y317/ ADDRESS .3_s- ^ 5- H A; v� 5r,. -z Q: / ZIP 95 9 0 > - HEREBY CERTIFY THAT 1 HAVE READ:: AND:: EXAMINED: THIS: APPLICATI.ON;::ANDKNOW:k' E TRUE `AND ::CORRECT, ANDa Y FO .THIS ;P:ERMIT BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE AM '`AUTHOR ZED .TO ;APPS ; R:.; 4.04,ttt PRINT NAME SAME DATE ADDRESS % </33 - S — Ave_ So , ✓Pa Ake_ WA CONTACT PERSON P.)10q N T 1 7- :1 -`i3 PHONE CITY/Z1 Fs-*/ OE' PHONE 76:7- 3 %70 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 moffEM8nce. If you have any q0Etioftalbrtei,tgyr process or plan submittal requirements, please contact the Depart apt §d Community Development Building Division at 431 -3670. cvvW DATE APPLICATION ACCEPTED PERMIT CENTER DATE APPLICATION EXPIRES 240.,9 0311Gi 1 SUBMITTAL CHECKLIST COMMERCIAL :NEW COMMERCIAL BUILDINGS /ADDITIONS :. Completed building permit application (one, far each structure Ass©ssor•Account Number ;Two sets (2) ot,the:foliowing Specifications Structural calculations stamped by a Washington State licensei engineer 'Soils report stamped by a Washington Statelicensed engineer:, Topographical survey Energy calculations stamped by a;Washington•State licensed •engineer or architect Legal descripliori Working: drawings stamped by a:Washington StateIicensed . • architect, which Include::' • • Site plan %Architectural :drawing s %:Struit.urat drawings Mechanical drawings Elevations Civil drawings • Landscape plan "' :Completed utility' permit .application (one tor,entire project) :Six (6) sets of civil drawings NOTE See. utility permit application and checklist for specific utility submittal :requirements RACK STORAGE Completed building permit application? Assessor Account Number Two (2) sets of plans which include Building floor pian showing • Entire space where racks will be located • Exit doors • Dimensions of all aisles.: Tenant space floor plan showing rack storage layout aisles and exits °cation of tenant space xisbng and proposed parking �`Landscapa plan (tf applicable, i e. Overall building plan •;Tenan ti , ocabon Use: of.adjaoent (common wail) tenant Overall, dimensions of building or square footage Floor plan of proposed tenant space : •:Tenant space plan with'use of each room labelled •:Exit doors egress patterns •:New welts, existing wall, and walls to be demolished Construction details •' Cross: sections, showing wall construction and method o.f attachmentfor'floor and ceiling uStructural calculabons stamped by a Washington State license; engineer maybe required if structural Work is tbe done (2 set NOTE ff any utility work ls,to be done, submit separate utll�ty perm application and plans 11 REROOF:? . Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, •material being removed and • material being installed NOTE A certification letter is required prior to final insPechon off of the permit ANTENNA/SATELLITE . DISHES Completed building permit application Assessor; Account Number Two .(2) sets of plans, which include Site Plan (showing building and location of antennalsatellitedis NOTE: :'Include dimensions'of racks.(hoight, width and length); ),:aisles:; and exit ways on plan. nStructural calculations stamped by a Washington State licensed engineer : (rack .storage 8' and over). RESIDENTIAL Details antenna/satellite dish, and method of attachment n. Structural calculations stamped by a Washington State license • .engineer may be required • NEW SINGLE- FAMILY; DWELLINGSIADDITmONS 11 Completed building permit application (one for each structure i Legal description ..: Completed building permit application AAssessorAccount Number' Two sets (2) of working drawings .which include:.;. ••..Site plan —P {an plan, show ciosesthydrarit iocation: • ••; Foundation plan include access,:to building; showing Floor, plan • width and length of access•) • Roof plan •. Building elevations (all: views • Building. cross- section • Structural framing plans' . :Washington State Energy Cod°data :. Site plan Foundation plan Floor plan •'Roof plan Building elevations (all views •. Building cross section Structural framing plans NOTE: /fans,' utility work is to be done provide utility permit application ::and plans must be submitted in Completed utility permit application CJ Six (6) sets of site plans showing utilities • NOTE Building site plan and utility site plan may be combined See.. .. utility permit application and chocklist for specific submittal raqulrernents:. Additional topographical and soils information may bo required if unique` silo conditions. :;REROOFS':_ i-- Completed building:pennit application(ono for each •structure - Assessor Account Number Narrativo describing existing roof, material being material being installed NOTE: A cartllication letter Is required prior to final 1nsPectlon ant sign = , . removed, an DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A COHSr•CONT GENERAL REGISTRATION NUMBER EXPIRATION DATE CC 01 FE/GUNS 37 0N0 06/0 1/94 EFFECTIVE DATE 08/20/63 F=RGUSON. HUGH 5 CO P 0 .30X 80 36 7 SEATTLE uA 98108 STATE OF WASHINGTON F625-052.000 (3.92) LDe. ,ACH TO DISPLAY CERTIFICATE REGISTERED AS PROVIDED BY LAW AS A: r1t� it Cf ,tT A REGISTRATION NUMBER EXPIRATION DATE k:C 01 F E'WUHc:: 370N0 'FEFCTIVF DATE 05/01/94 .08/20/63 P c) - A X 80 36 7. aFATTL uA 98108 SIGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS A: CONST CONT GENERAL REGISTRATION NUMBER EXPIRATION DATE CC O1 FER aUHS370NO EFFECTIVE DATE 06/Q1/12 08/20/63 FERGUSON, HUGH 5 CO 7433 5TH AVE :SEATTLE WA 9810a SIGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES sq •rw; «. W+ ************* kk******• l******* k* hk• k* *•k *kk*k* * ****k***•k** ** ******k CITY OF TUKWILA, WA TRANSMI :T. ********** k*************** k***** k* kk *k * * * * *k * * ***k *k*k*****k * * * *. 1RAN$MIT Number: 93001097 Amount: 323.90 08/13/93 12 :20 Permit No 893 -0275 Type: B -RACK RACK .STORAGE PERMIT Parcel No: 262304-9110 08/16/93 Site Address: 17500 SOUTHCENTER PY y.. Payment Method: CHECK Notation: $PORTMART, Init: $AO * * *k * ** Rio** k************` k***** kk*** k * * * * * * * * * *kk * * * *** * * * * * *k * * ** Account Code 000/322.100 000/386.904 De6cription BUILDING - NONRES STATE BUILDINGS .SURCHARGE Total •(This Payment;): Total Fees: All Payments: Balance: 323.90 323:„9 /0 � .00 Paid 319.40 4.50 323.90 GENERA GENERA TOTAL CHECK 319.40 4.50 323.90. 323.90 CHANGE 0.00 3476A000 15 :01 CITY OF TUKWILA Address: 17500 SOUTHCENTER PY Permit No: B93-0278 Tenant: SPORTMART Status: ISSUED Type: B-RACK • Applied: 07/26/1993 Parcel if: 262304.-9110 Issued: 08/13/1993 ***'********************************************************************A*** Permit Conditions: 1. No changes will be Maste:...:4, e,,,,;0.140.,4,::;:qnIes,.:s!:,:approved. by the Architect and the .,,TugA1i136 lding Div • • 2. All permits, inq04411div records, anA„ approvedOan• shall be • • Ma intatned :avagafi.4 at the ipb), . s tezi prior, to t of any construct 1" ton'''. • . s ekodocuments are to be maintalned „ available • .10,15.1 f e ct epprply a 1, s,,:gria, e 3. •A 1 1 constr9ctlon. to.be • done in conforiiance withapproved plans and•requ1rernents.of theUn,1form B 1 foltrip Code 1.)1 9 Edition/Re s amended by the n gt,on State Rut 1 dlog• 4. Va, 1 i d ilyivot' Pe rhfi t .1;9' The ;‘,,issuance • dr.,,a permit . onr.a ppr'6,va 1 • '0,trA • plan sfilp e,`..6 it I ca ttron s and .'-`661qp u t a t„itan s shall not be • QP'.1*-'.: • stru.04,1to '"be• a permit orVanipprova 1 of, any 'violation' of 04'31,, o rt13, provlsl�ns of till's 604e.,: or of any . other ord Wan c'e of ttfe jurigiffdt-loni4 • No -pe'rM t presumi ng to glye .6 u wi al a ..e•-.4'15:r*."'''can c 6)/1 the, '0,15‘71'si'ons of thls code • .shall he vat 1d. .... .„, ...i,' 'v, ps, f..,.\'y= i • ., .--"-',F s, . e • 1.7 t i ',.; '''4,‘ '''.1 *1 4 .,f ::z: , e"—./ ..''4 i'e\el f: ' .' s\ . ' ,,• - / ''''''' 'il.', \ \ t ( ke , 4 ,,.,(. ; *;.:.:*,.■,.4 .,, ,,, ' e' „-' • '''';• s - et V. ,r ' .s • 0 '4 • 4, e',J■ 'i'4`"'” *.-k\:,:!' • 1V./ 4a 4;'S".-' P,/f r'147; k,v ;','^ir .4 .r.•,,q�y City ® fTukwiIa FIRE DEPARTMENT 444 Andover Park East p Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0278 (511) John W. Rants, Mayor August 9, 1993 Re: Sportmart - 17500 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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) In double row racks with heights of storage up to and including 25', nominal 6" longitudinal flue space between racks shall be maintained. Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 2. 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) A permit is required to use any building or portion thereof exceeding 2500 square feet for high -piled combustible storage. (UFC Article 81) 3. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)). City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 2 Aisles leading to required exits shall be provided from all portions of buildings. The Width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 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 4M CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL '7s� X _ ig' = 9o7 2. X /2' = (o 2 52 S" X = ��s0 x x = GRAND TOTAL ," John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. /3 ?7 -c)a. >p Project Name 5 Q Address /?3soo S Suite It: >e Retain current inspection schedule Needs shift inspection XApproved without correction notice Approved with correction notice issued Sprinklers: Fire. Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: "(41 -L—) Authorized Signature FINALAPP.FRM Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206)575.4404 • Faro (206) 575449 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 9?a PERPAIT NO./ (206) 431-g70 -157-4-: ��- �G ILTJ•r) Mr'K'T" Type of Inspecd : 1 N Ar.- - -Cddress: .- . �K w Date Called: l ..� Special Instructions: lei L/ 4 Date Wanted: `/o ~ y P ` nester. r� Phone No.: r/5'-'"--.S/ 99 (Approved per appil,le code"s.— *141111IMMINI UP COMMENTS: ❑ Corrections required prior to approval. IInspector: C1 )l Date: "") ---/a4 / ❑ $30.00 REINSPECTION FEE EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ..ya.. . _ t AA, r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ER (206) 431 -3670 PraJec,�s n + , T�..!(/r.i Type of Inspection: /� /�._3 d� (� f U fete Called: q — -q pedal Instructions: Date Want / —1 , /3 am, p.m. Requester: oe. Cam_ Phone No.: `fir / /U 9, / / Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ak .1-0 /0, a p l Ce --/C S /-20-7 'e -4�u SP CrO/0-) y zi 1/ d^c,filzS cS ©c../ /Dc el ' n ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedVle reinspection. -..)INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: p �1 type of Inspection, ~- Address;/" Date Called: '- 2 431 ct s Special instnictla Date Wanted: 993 <9 p m Requester. Pibne No.: cApproved per applicable codes. COMMENTS:. ❑ Corrections required prior to approval. e- Ac--( '4`)'��,� D $30.04 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule relnspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 623 c-2 PERMIT (206) 431 -3670 ro GM ype o nspecton: Date Called; 0 2, •__ � Addre L6 Sp dr Instru oc�i ns: Date Wanted: P.m' Requester: Phone No.: D Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SPELT • `0. X 150ECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0278 PERMIT NO (206) 431 -3670 Project: Type of Inspection: /cG�^� Address; �(�' �7 % m' A I bate Called: Date Wanted: an p.m. Special instructions: cee/ Requester: Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: • nspector: Date: ❑ K 1.00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. e: ID INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206) 431-3670 ro ecty ----• -- ..0...et,(..7fr ype o nspectio424,".46, Address' ) 7 Cav (..C-" 417 Date Called: Special Instructions: Date Wanted: -2 9— .0_93 areibn Requester: Phone No,: tESt, Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' EJ $30.00 REINSPECTIO FEE REQUIRED. Prior to relnspection; fee must be paid at 6300 Southcenter Blvd.", Suite 100. Call to schedule reinspection. Date: 4 4" GENERAL NOTES 1. This drawing shows standard details of the rack and gondola installation only. See engineer approved fixture drawings (same Job Number) for location, arrangement, dimensions, and site spe- cific information. See Higgins drawing LZ -2, LZ -3 for component details. 2. Dimensions are maxima. Units may be smaller (most are _S 9611 high and ex •t from • rmi See engineer approved x ur- oca on .rawsngs (same Job Number) for location and arrangement within store. 3. Design Loads: Pallet Racks 2,000 lbs. per level Bicycle Racks 300 lbs. per level Gondolas - 8 pcf hand stack storage Maximum 150 lbs. per shelf 4. In seismic zones 0 -2, the units may be anchored using a single anchor located at the mid point of the base (drill hole as required) rather than at each end. Other anchorage details are unchanged. 0 SHELVE MAX 18" t SIDE MAX 96" 61" o n TYPICAL ELEVATIONS FRONT 'MONT BICYCLE RAC EXPIRES. j . HI ASSOCIATE RAL ENG TH PACIFI D 9 ' 818764 - 7 AN DESI N A RITTE PER OPIES •NLY MIT A IC IONED A R 11 X 17 PRINTED ON NO. 1000M CLEARPRINT • MAX 18" MAX 96" II fTi II SIDE FRONT TYPICAL ELEVATIONS O 61" 25" � H Min. Std min. LPRB35 typ FRONT BICYCLE RACKS TYPICAL ELEVATION PET R HI CGINS STRUCT ASSOCIATE ENG EERS 12 - 5 -F N u RTH PACIFI AVENUE E'DALE 9 202 81F.549 0 if S 'A W' AN��(JDESI((JJN4 • ' IN' ' Y,WRITTEN PER T -I' )COPIES DDNLY O RMIT APRLIC B _IONEDMR ION ON T VALID F DRAWMIO lb NLOCK SIDE 0 m rn 144" min. LPRB35 typ 36" Heavy Duty FRONT PALLET RACKS SIDE TYPICAL ELEVATION C ry' T/VICtMLq JUL 2 6 1993 P °4Mir DATE 2 -22 -93 DRAWN CHECKED ' AM110VED P. H. SPORTMART LOZIER FIXTURES TYPICAL INSTALLATION STANDARD DETAILS Job # 8 2 9 Drawing # S■ -1 ti i .4" 15/16' d AU. 11.50` 1.125• ' -► C 14 gage BRACING Dimensions 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, dimensions, and site specific information. 2. The installation drawings govern over this drawing. 3. MATERIAL Steel - ASTM A570 Grade 42 UNO Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50% stress levels) 4. Expansion Anchors shall be IC80 approved types. e.g. Hilts Kwik Bolt (ICBO RR #2156, 4627) ITW Ramset /Red Head JS type (ICBO RR #1372) Gunnebo Taper -Bolt Sup-R -Stud (ICBO RR #3219) Embedment shalt be minimum 5X Bolt Diameter. Other similar anchors may be used if ICB0 approved. The anchor types, sizes, and erbedments shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 5. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 1.0 KSF. 11 X 17 PRINTED ON NO. 1000H CLEARPRINT • Beam Details and Properties (units: inches uno) Type A B d t Sx Ix LPRB35 3.50 2.50 0.875 0.060 0.84 1.56 LPRB45 4.50 2.50 0.875 0.060 1.20 2.81 LPRB50 5.00 2.50 0.875 _ 0.060 1.42 3.71 LPR860 6.00 2.50 0.875 0.060 2.51 7.67 B BEAMS Dimensions and Properties Post Details and Properties (units: inches uno) (all properties net section) Type t W 0 A5 Sx rx Standard 0.075 3.00 1.63 0.38 0.37 1.21 Heavy Duty AMMr 0.075 3.00 3.00 0.58 0.67 1.31 3 Pin (Standard UNO) COLUMN , Dimensions and Properties `J 11"typ 2" tvP • • 4 Pin Heavy Duty A. vea- DEAN 4.5( 5.0( 6.01 ME BEAM- COLUMN CONN (Rivets 7/16" Diam.) Beam Details and Properties (units: inches uno) A 8 d t Sx 1x 00 2.50 0.875 0.060 2.51 7.67 A / 13/16" d �- t B BEAMS mensions and Properties Post Details and Properties (units: inches uno) (all properties net section) Tye.. t W 0. As Sx rx .. ry Standard 0.075 3.00 1.63 0.38 0.37 1.21 0.68 Heavy Duty 0.075 3.00 3.00 0.58 0.67 1.31 1.12 t COLUMN. Dimensions and Properties 11" tyP 2" tyP 3 Pin (Standard UNO) • • 4 Pin Heavy Duty 1 "tyP 2" tyP (Rivets 7/16" Diam.) PEE S AND A 125- op LEN NS S NUE ,TON Wq nes 14.001 DATE 2 -22 -93 DRAWN CHECAID APPROVW P. H. FRONT TYPICAL ELEVATIONS O (See installations drawings for specifics) in 318" Anchor (1 per post) STANDARD FOOT PL. (11 gal 1/8" / Max 2" <yP SIDE L 7" Min 1/2" Anchor (2 par post) See installation dwgs. for custom sizes SEISMIC FOOT PL. (318 ") BASE PLATES Types and Dimensions CIT RECEIVED KWILA JUL 2 6 1993 PERMIT CENTER LOZIER STORE FIXTURES STORAGE RACKS STANDARD DETAILS Job # 8`?9 Drawing # L_ -2 1 S3211L NOTES 1. This drawing shows standard details of the gondola product line only. Main structural ele- ments only are shown. Numerous secondary and non structural components are omitted for clarity. see engineer approved installation drawings (same Job Number) for components used, special details, arrangement, dimensions, and site spe- cific information. 2. The installation drawings govern over this draw- ing. UNO, this drawing applies solely to fix- tures regulated by Building Code (normally >96" to the top loaded level). 3. MATERIAL Steel - ASTM A570 Grade 50 UNO Bases and arms Grade 40 Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50% stress levels) Expansion Anchors shalt be ICBO approved types. e.g. Hitt' Kwik Bolt (ICBO RR #2156, 4627) ITW Ramset /Red Head JS type (ICBO RR #1372) Gunnebo Taper -Bolt Sup -R -Stud (ICBO RR #3219) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 4. Bases shall be anchored in the manner shown in detail 5. Alternate direction of anchor hooks along each tine as shown. Single sided units shall be anchored at the front (using the existing hole at the end of the shoe or the bent plate tabs as shown), and at the rear, within 2" of the post (drill holes as required if tabs not used as shown). Double face units shall be anchored at the front of each face per above. 5. Unless noted otherwise on the installation draw- ings, the allowable soil bearing value is 1.0 KSF. Bent Tab Engaging Anchor Slot typ DOUBLE FACED BASE SHOE TYPE ANCHOR THROUGH HOLES USING PATTERN SHOWN SINGLE FACED 1.35" 18 ga typ min. 0. ARM (t = 0.121 ") USE MIN 1/4" EXP. ANCHOR BASE ANCHORAGE (SEE NOTE 4) POST (Fy = 50 KS» EXPIRES. ` . I)- q 3 PET ' S. HIGGINS DATE 4-1 AN ASSOCIATES ST CT RA N INEERS 122 •F NO; TH ' • • Fl s AVENUE G Rr • E, CA 91.02 1 •549 -0 ORA 11N0 N • DESIGN A • . RIGHT CO 0 RUN PE I• O WE - • O C PIES ONL BUI D N • PER IT APPLI • N. + AWIN0 1 BESI�AEDACRQJ BLOCK PRINTED ON NO. 1000H CLEARPRINT • USE MIN 1/4" EXP. ANCHOR CHORAGE 18 ga typ 1.35" POST (Fy = 50 KSI) ( • 1 II SIDE 1/4" SPOT WELD typ FRONT TYPICAL ELEVATIONS 0 0.75" 11 ga BRACKET BASE PETERS. HIGGINS (, AND ASSOCIATES ST CTI,RA EN INEERS 122 •F NORTH Fl AVENUE • G E, CA 91.02 / 1 •549.0 DRA, INO N DESIGN A COPY O ITTEN PE WET% D C PIES ONE UI O N PER IT APPII MU SE SI ED ACRE, DATE 4-15-93 DRAWN CHECKED APPROVED LOZIER STORE FIXTURES GONDOLAS STANDARD DETAILS OF BTU n yu JUL 2 6 1993 pRMlr ekm raj 0) Job # 829 Drawing # LZ -3 09 -23 -1993 03: 372PM 1 206 575 4100 P.02 PETER 0. KZG:GINB 8 ABBOCIA!EB CONSULTING STRUCTURAL ENGINEERS Project: Sportmart September 23, 1993 Item Bolting RE8PO118B 2Q' ,17.E D MBPECTXO =META (STRUCTURAL ITEMS ONLY) City: Tukwilla, WA File No.: B930276 Inspector: Dave (illegible) Date: 9 -21 -93 Response Job No. 829 Sheet CC -1 Agreed. The drawings do call for ;" expansion anchors. 1 am informed that 3/8" anchors were actually used, 2 per foot plate, and otherwise satisfactory. However, the anchors are acceptable in seismic zone 3 (the units are designed to zone 4) per the following analysis. D 1 pro Units are fully stable (previously they were incipiently unsta- ble) . 3/8" anchors OK (V<160 lbs; TO). ULU gal 91 Ian Wittings f .NGROR0 IE LEZU gr 142 MCXPXEt) zo nua knaleT MALL P Q VD Q V =Q.14W250.84 kips h'a 96 inches Peq =2.3 kips Pd +a'd3.0 kips Note: Bracing shown: is schematic - see main calculation for actual geometry. If there are any further questions or explanations needed, kindly contact me ref- 21 a1.00an of ?n 11 1 1431•30 1.11111:13d E6% E z cl3S NJ-WWII. X10 1 Sportmart Lozier Racks and Gondolas Location: 17500 South Center Parkway Tukwilla, WA (Zone 3) Prepared For: Lozier Store Fixtures Omaha, NB Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 1225 -F North Pacific Glendale, CA 91202 (818) 549 -0072 Peter S. Higgins, S.E. This Document and e desig and Associates t is prov be i any fas � o Higgins a Ass ciat e Job Number 829 April 15, 1993 it •• tains is as an instr n without the J MIKARIMMWMPUMF ► c to Build •�' •i • is s i so c at =� <) =nd s =ll •ocument. sh resting olo shall be s gne opyright by Peter S. Higgins ent of service, and shall not ritten permission of Peter S. g Departments f building permit approval, it shall as listed in the table of contents on ccompanied by all drawings listed in a ar a•- •te seals and signatures in e same Jb mb Nuer Reterence. The this block. os s • (•F/ • DUCTIO = OF SIGNED COPIES ARE INVALID • RECEIVED CITY OF TUKWILA JUL 26.1993 • PERMIT.CENTER CITY OF TUKINILA APPROVED ( P "?ER S. HIGGINS AND ASSOCIA'1 rS CONSULTING STRUCTURAL ENGINEERS Project: Sportmart Job No. 829 April 15, 1993 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 1.2.1.1 Pallet Racks 1 1.2.1.2 Gondolas 1 1.2.2 Seismic 1 1.2.2.1 General (1991 UBC Standard 27 -11) 1 2 Pallet Racks 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 3 Gondolas 6 3.1 Components and Geometry 7 3.2 Check Arms 7 3.2.1 Design Forces 7 3.3 Check Posts (Dead plus Live Loads) 7 3.3.1 Gondola Upright 7 3.3.1.1 Load to Post 7 3.3.1.2 Post Properties 8 3.3.1.3 Post - Combined Stresses 8 3.3.1.4 Base 8 3.4 Seismic 8 3.4.1 Transverse Forces 8 3.4.1.1 Base Shear 8 3.4.1.2 Gondola Post Stresses 8 3.4.1.3 Stability 9 Pc-TER S. HIGGINS AND ASSOCIA'PrJS CONSULTING STRUCTURAL ENGINEERS Project: Sportmart April 15, 1993 Job No. 829 Sheet iii 3.4.2 Longitudingal Seismic 9 3.4.2.1 Base Shear 9 3.4.2.2 Check Back Panel 9 3.4.2.2.1 Shear 9 ( P TER S. HIGGINS AND ASSOCIATSS CONSULTING STRUCTURAL ENGINEERS Project: Sportmart Job No. 829 April 15, 1993 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 LZ -2, LZ -3; SP -1 4.1.1.2 By Others Fixture Plan (no number Received 3- 29 -93) 1.2 Loads 1.2.1 Vertical (Dead plus Live) 1.2.1.1 Pallet Racks Loads per level = 2.0 kips Design beams for 25% impact 1.2.1.2 Gondolas Average less than 8 pcf gross volume Max. per level = 150 lbs. 1.2.2 Seismic 1.2.2.1 General (1991 UBC Standard 27 -11) Where: v=ZICW R ,,; Z =0.4 I =1.00 Thus: Rw =8 Longitudinal 6 Transverse 0.75W V < RWy213 C- 1.25S52.75 T213 within the range: 0.03W _< V <_ 0.183W 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 /Rw of 0.46 may be used. P TER S. HIGGINS AND ASSOCIA gS CONSULTING STRUCTURAL ENGINEERS Project: Sportmart Job No. 829 April 15, 1993 Sheet 2 2 Pallet Racks The Bicycle Rack is 96" and exempt from code. It is required to be anchored per the drawings, but a detailed stress analysis is not provided here. 2.1 Components and Geometry w • W =144" a =48" b =48" c =48" H =144" D =36" ly =39" 1d =48" Beam Type Upright Type LPRB35 Heavy 2.2 Check Beams 2.2.1 Design Forces <_ Ltw. M (2)(8) =22.5 inch kips 2.2.2 Beam Properties 13/16" LPRB35 $ 0.875" Sx =0.84 in3 O.R. 16 90 Ix =1.56 in4 S min < 30 =0.75 in3 2.50" P TER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sportmart Job No. 829 April 15, 1993 Sheet 3 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post p<01 of levels)(L) 2 =3.0 kips 2.3.2 Post Properties (net section) 3" Heavy Duty 3„ ly /ry =35 _ _ _ _ t =0.074 in a /rx =37 X - - x As =0.58 in2 Sx =0.67 in3 Fa =22.4 ksi f rx =1.31 in S =0.43 in3 Pa =13.Ok ry =1.12 in Mca= 15.4 2k 2.4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. 3 T > 1 �/L (2n2+ 2n+ 1) 2300 i Substituting yields: T >1.0 sec Thus: V <o.092W 2.4.2 Design Forces P <3.0k; V <0.28k M <Va- (1.3)P < (0.28) (48) - (1.3)(3.0) 9.4 inch kips Units: kips, inches, seconds Where: W = Load per level L = Spacing between levels T = Moment of inertia of post n = Number of levels (fixity due to width of base plate) PEER S. HIGGINS AND ASSOCIAT1S CONSULTING STRUCTURAL ENGINEERS Project: Sportmart Job No. 829 April 15, 1993 Sheet 4 2.4.3 Post - Combined Stresses P M Pa Ma = 0.84 <1.33 O.R. 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn<9.4 "k 2.4.4.2 Connection Capacity 2" Op) 7/16" diam. Rivet Va = 2.5 kips 2.5 Transverse Seismic Standard Connection Ma= (1.33) (2.5) (4)= 13.3in k O.R. 2.5.1 Base Shear Use Code Default Values for CS V= 0.186W =1.12k 2.5.2 Design Forces D h' 1 + R EQ 2.5.2.1 Stability Vh' P°Q D h' =96 inches Peq =3.0 kips Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. Peq <PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. PER S. HIGGINS AND ASSOCIAS CONSULTING STRUCTURAL ENGINEERS Project: Sportmart Job No. 829 April 15, 1993 Sheet 5 Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. 2.5.2.2 Brace. 2,5.2.2.1 Design Force Pbr <1.6k 2.5.2.2.2 Brace Capacity_ 5/16 "► d� s-.- 14 gage Anet =0.28 in2 rx =0.40 in ry =0.60 in L kl Fa Pa (in) r (ksi) (k) 48 120 10.4 3.87 O.K. O.R. ATER 0. HIGGINS AND ASSOCIA iS CONSULTING STRUCTURAL ENGINEERS Project: Sportmart April 15, 1993 Job No. 829 Sheet 6 2.6 Slab on Grade Treat slab as equivalent unreinforced square footing p Where: B 8 =12 P Qa =20.8 in 1 B —b —t 12 2 ) =0.57 feet M = Q °L` (12) 2 =1.98 in kip /ft 3 Gondolas P = 3.0 kips b = 3 in. (average). t = 4 in. f'c = 2,000 psi Qa = 1.0 ksf sc.= (12)02) 6 =32 in3 /ft _Mc S a =0.062 ksi 5(O cicafOW 0.085 ksi PETER 8. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sportmart Job No. 829 April 15, 1993 Sheet 7 3.1 Components and Geo em try D W Ir9277 /.97 D =24 in (net) W =Max. 48 in H =Max. 144 in 3.2 Check Arms 3,2.1 Design Forces Design for max 100 lbs per arm M <_(0.1)( Pi) M S min 5 24 =0.01 in3 =2.5 inch kips Min. 3.5" x 12 ga arm (S =0.21 in.j Ample 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Gondola Upright 3.3.1.1 Load to Post One Side Loaded Both Sides Loaded P <_yWHD P52yH11/D =0.32 kips =0.64 kips PD M =0 inch kips M5 2 =4.2 inch kips. (1 \. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sportmart Job No. 829 April 15, 1993 Sheet 8 3.3.1.2 Post Properties 1.35" As =0.69 in2 kl/r <(1.5)(144)/1 Sx =0.67 in3 .11 rX =1.11 in =195 Sy =0.32 in3 o ry =0.56 in Fa =3.93 ksi (Ni n. 0.16" 3.3.1.3 Post — Combined Stresses 3.3.1.4 Base 3/4" 3.4 Seismic P + M -- Pa Ma =0.33 <1.00 O.R. Base Shoe Pa =2.711 Myra =2 0 _1uk Mii=9.6 k t =20 ga Mxa =14.9111 Sx =0.62. in3 3.4.1 Transverse Forces 3.4.1.1 Base Shear V < 0.14W 3.4.1.2 Gondola Post Stresses One Side Loaded P < 0.32 kips V < 0.045 kips M < Md +1 + VH/2 = 7.4 inch kips Both Sides Loaded P < 0.64 kips V < 0.90 kips M < VH /2 = 6.4 inch kips C PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sportmart Job No. 829 April 15, 1993 Sheet 9 P M - + - Pa AA P M Pa Ma Ma = 0.48 <1.33 O.K. = 0.56 <1.33 O.R. 3.4.1.3 Stability One Side Loaded Governs By Inspection D H/2 OTM < (VH /2) = 3.2 inch kips RM > (PD /2) = 3.84 inch kips Stable - No Uplift Anchors provide added F.S. Use min. 1/4" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. 3.4.2 Longitudingal Seismic 3.4.2.1 Base Shen V < 0.186W = 0.06 kips per side O.R. 3.4.2.2 Check Back Pane]. Loads resisted by back panel enclosed in locking tracks. 3.4.2.2.1 Shear v.< 0.02 kif /side Material is similar to particle board UBC Table 25 -2 allows 180 plf for 5/16" material, value for gypsum board used for this application) 1/4" PEGBOARD ALLOW 50 plf Feb 03, 1994 City of Tukwila John W. Rants, Mayor ROBERT BRAZIER 7433 5 AV S SEATTLE, WA Department of Community Development Rick Beeler, Director 98108 RE: SPORTMART Dear Permit Holder: Our records indicate that on Mar 29, 1994 one hundred and eighty days will have passed with no ins•ections having been called for under Tukwila Building Permit Numbe •': •± WORM Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Mar 29, 1994. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building nivison at 431 -3670. Sincerely, 6-/L/A-e )2 Denise Millard Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 (206) 431.3670 • Fax (206) 431-3665 CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 08/05/93 Activity Table Processing RACK STORAGE PERMIT Permit No: B93 -0278 Tenant: SPORTMART Status: PENDING Address: 17500 SOUTHCENTER PY Base Informa Parcel No: Owner: Validated By: Status: Act /Inactive: Nature of Wk: Location: Zoning: UBC Edition: Rack Storage tion 262304 -9110 PACIFIC NORTHWEST GROUP A DLM Plan Ck Approved: PENDING Issued: A Final Notice: INSTALL RACK STORAGE C2 1991 Dimensions - Linear Feet Type: B -RACK Vers: 9101 Screen: 01 Applied: 7/26/1993 Completed: /' / To Expire: / / Valuation: 20,000.00 x Height 756, 12.0 521 12.0 85 8.0 1328 12.0 .0 .0 = Totals 9,072 6,252 680 15,936 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 08/05/93 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B93 -0278 Tenant: SPORTMART Status: PENDING Address: 17500 SOUTHCENTER PY 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 07/30/93 08/05/93 08/05/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[. EXITS O.K. 2[ 3[FIRE PLEASE REVIEW AND COMMENT. 4[ 5[ 6[ 7[ 8[ 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. IL .43f4'54*-- ":" 4:$ • • , •• -43-.11A .50. • ; - • - ,•• ., • •or "1k .17 . • . . • a . • ' LB' r c, 71 1 'IA.- 1.?./tt'&'t..„':$2-f.P...:t.-A.t-'4%4',":Iir.4.k..-`,-4:' 4 $ C.-. • • • • (9 N rE I 9 co " L7 r F'41 I 1-----11 1 L L_ ,___ 31'-0" FLEECE SUPPUED SUPPLIED BY SPORTMART • , • 1 ./.1 ; • . t".• - • • • - • • r . • ' "Li . • 0 . r • '4 "..••',r ":0 •,' , • •••kev•sw,) IV. 4Nrii . SHOES 0 12171. IL. Li J' _ ---- -_.--Mtertrialr" 1 *1- ' 1 L .H _61 BY SPORTMART SUPPUED BY SPORIMART-------- ---- BY SPORTMART -------- - 1 TENTS & HUNTING SUPPLIED BY SPORTMART -- ------- - .", E0 I .,!:vnill-----. --- " -- ''''' 17-0 UPPUED -- '11_,Ict 11 __L ,/ 1----1-- 1! BY SPORTMART Eo 21-10" 7'-8" 7.-8" 4' 8" 7'-8" r — 21%0" 7'-8" WL 1] 0 SUPPUED BY SPORTMART BY G.0 ALL CHANGING ROOM BENCHES CYP. SEE G.0 TO PROVIDE 3 PANEL HINGED MIRRORS IN EACH FITTING ROOM. MODEL L61-801-7 THREE WAY MIRROR WITHOUT STAND FROM NEW ERA GROUP 727 N 11TH ST ST. LOUIS MO. 63101 (314) 231-3662 GOLF COAT HOOK @ 48" A.F.F. 1 PER FITTING ROOM SUPPLIED BY SPORTMART 4 BY G.0 APPAREL 16) LICENSE (ALL SALES FIXTURES SUPPUED BY SPORTMART INSTALLED BY G.C. \,, R W NOTE: SEE FLOOR PLAN FOR FLOORING DIMENSIONS SUPPLIED -BY SPORTMART ":43 SUPPI JED BY SPORTMART BIKES 3.-0" 4%0" 5'-0" 4'-0" 5'-0" (/ 7ie BY SPORTMART ›- INSTALLED BY G.C. le 4'-0" , 5'-0" 4'-O" 3*-0" .714- -74-----/- . CZ; 31 MAR 9'.1 SKI EXERCISE ACCESS. BY G.0 L. L 1 I SU PLIED 1 AND INSTALLED BY SPORTMART SUPPLIED BY SPORTMART- SUPPLIED BY SPORTMART 0 kr Pick Ticket Tech Center SEPARATE PERMIT REQUIRED FOR: 0 MECHANICAL E.? ELEC, °PLUMBING 0 GAS PIPING CITY OF TUKWILA BUILDING DIVISION 39'-0" irt*„,•;.":( • ".."7- 411,4. ."1-‘ — te" e- - noe'Sc4Nt,W14,L, • LJ et';;;;(•/"(*ey.'-'41r7",;.1.1..:-;P*:,4; Fixture Plan RWL •'I 9 - - . - "•.-•'.• , . 0 141114"4" 0C 6Z 8d L.2 OZ GZ ,7"Z • f••-• ?'113 • ce. !NJ' *14010 14414[1141101)) .11! H161141Plhiplwilin161111011116Inilliqlhill r • -,;;;•44.' ,e • 4.7 •••' tt,,..• • • ■ -•:.••,--:.•,-7,---.,-..,:- ...„-.•,,..- .,••:•.•.,.•..,.'r- ,--.;••,.•.,-,',z.. ,•••,- -,,..,•-••' ,-:-i•- / i Ili 1 1 III I'm iiiilliiililloffistlioill 41. 1 4 5 6 7 q 9 160113: If the microfilmed document is less clear than this I . • notice, it is due to the quality of the original document. ., , (• 6t 8t L.t 9: Gt ,71 Et Z i i tt 6 8 4 i 9 G ll E Z t AN 0 , I --' • .1 4$41".:111,1 4. (3'Y G.C. tk. --- FILE COPY 0.1100.0.1r.UMIr uodersi3 ne. that the Plan ChealVpMektsfAilOire I sub, +.!1: r or s and otnisSioris arvd:v: 01; oiaw:; does •lot authorize the *40100 otiooted code or ordinance, Receipt wn- 111.300(s Copy ()rap") oyepplan • cktrvtedged. B, / Perm . : 1.1111M1/61102012101M" intoseriwiraempgme . ‘t....r44..Jak-s.i.McVNIEVee.m.r.dtlasedinininia=11151CODVA •-••,,, Z4.44Ziag4i4Nt." 111i1111111111111111111111111111111W11111 10 11 St‘DCIMR"irt 12. • ' ,■:.,-.At'-1,4;'?;*-4i,17:;‘,$-.1- '*.*14 . 1. .Z!*7.".:***1/4.,,- ,-•--0.4.4,A, • -4; a4 . . ,se, . ...ck.O'ts,>;k);;-'s..".i.1,.:',:.:4, .6. \‘‘. ctIC , Si v., 'V.03 riffeemst'n 01 4 8 7 It • '•'.0 \ . . . .7. 7.47" +.t•• • CT A ' • 1 .4 - ".`• ^.1.73.1.1.-..-77.- • • .•'• -•f•- Fixture Plan CrryRnECEIVED • TuffoiviLA ;•• • ., I r $ ANR&UT CENTER • 41:4 -Ategy ; 44,r .4',,;"-dil1 : ",-i-.1,��.�� - ;n'^.a:�:u::u �' ,' : �. nma jr .� 7 • ,.ar . , � i! - 1 '; . � .i �_t-War.r!x;i•'*""' ru.�r r 'tJ1 �y :r s f�Cii�t"� MET VY�:��� �� 7... WW2NEM= SZCA K � i _1 f T x 1 6' -9" ji 6' -9" 1 C7 Stock Room Fixture Plan L 1 6' -9" "DESIGNER WHITE" PLASTIC LAMINATE ON 1 1/8" PLYWOOD FIELD FABRICATED COUNTER TOPS 6-9" 6' -8" 6. -8" r- 1 81 1 6' -8" co Fi- 10 C•1?) 1 "x2" LAMINATED NOSE ON ALL OUTSIDE EDGES OF COUNTERS 1' 6" x V-6" 45° KNEE BRACE FABRICATED FROM 1 i /8" PLYWOOD WITH DESIGNER WHITE PLASTIC LAMINATE ON FACES AND EDGE. LOCATE ON WALL STUDS, MAX 4' -8" O.C. 2 "x4" CLEAT ON WALL, FASTEN TO STUDS WITH (2) 3" DRYWALL SCREWS @ 16" O.C. •-- -PROVIDE 2 "x 12" SLOTS IN COUNTER BETWEEN SUPPORTS IN CAMERA ROOM, AND 2" 0 HOLES WITH PLASTIC BUSHINGS BETWEEN SUPPORTS IN CASH ROOM FLUORESCENT FIXTURE # SL -SC SERIES BY SENTINEL LIGHTING cn tl w W a.. 1— CC w 0 J P. LAM. OVER 3/4" PLYWOOD 3/4" RADIUS HARDWOOD QUARTER ROUND P. LAM. OVER 3/4" PLYWOOD 3 5/8" 2u Ga. MTL. STUDS �� °,jrneras 16" 0.C. Match Line 1 • +8' -O" • 1 a • • • • • 1' . 0" 4" RUBBER BASE s,:. FULL SIZE ca M It WHITE LPtv1 LAMINATE INTERIOR SURFACES OVER PLYWOOD 3/4" THICK WHITE LPM LAMINATE ADJUSTABLE SHELVES OVER PLYWOOD GRAY P. LAM. DOOR FACES OVER PLYWOOD STAINLESS STEEL SINK WITH FAUCET, SEE PLUMBING SCHEDULE cF..y P. LAM. COUNTERTOP & SPLASH OVER PLYWOOD 3/4" RADIUS - -.'a, P. LAM. DOOR & PANEL FACES OVER PLYWOOD 4" 2' - Cr Casework Section r, f` %,.!.'�•,��5'Z'Y " '7,` ' - r ail y� ,,«a itr Y. `�i! Wit. ,t .+1t �'. �.t ti - ,r ✓ 7. ref: C'm' 1:!..,,,,, f, 1::iifir r4,:itil.4,47 ...�.w f i 1 i111 111111 1111111( i{ i1i1111111111111i111 lJI,�I1I}I�h ! ill 1111 I_I1 11 111141( 11111lj I r;I 0 '6 THc INCH 1 2 6 7 P 1 NOTE; • Yf the' psicrofilied document ie less clear than this pE 6e ad GU 9Z SZ Ia 1111111l!! Xi111111! i111111111llfllll llllllilll111111111 notice, it is due to the qusiity of the original document, ZZ 1Z OZ 61 81 Ll 91 S1 *1 f;1 Z1 11 pi, 6 ;Dill i':;I 11 Iii;! llublll�il�Jrl' I�� llllllilitiii1,1 ,10110. 1! lilt,;.! l!1111111ill;Illl;1lljl1 11 I '!1i 1'11.4 11 1 111111111;1111 IIl 111' 1 11111 1 1111111111. 9 I 1 • L 9 5 �i vI e 1 ww pII 1+ 1I„�I�I�IIIliiI1IIIII llll{ iiliillilfl !Illfllllllil!111f!lliliflliili 1 4" WIRE PULLS WHITE IPM LAMINATE PLY INTERIOR WOOD SURFACES OVEG) °► �—�-- RUBBER BASE k fN � • 1 lira 1 II Oil 11W yi6, 1993 835 Fifth Avenue I 14; cD crJ l!� f.:�.r.r';- ''r'd'. .r:� 4t;�;%�tr �Sn1•,.�1'Sf 31 MAR 93 131 _6_ API19.3 22 _AP. _9i Stock Rom FixtureiRian RECEIVED Y OF T UKWILA ERMIT CENTER . r..•. eM'.-.-< W.✓-.- ,•<.+rw•+...t�tryi:� +.7'r.iin, r:!