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Permit D01-290 - SOUTHCENTER MALL - VANS - STORAGE RACKS
City of Tukwila Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT Signature: ARET DEVPERM RACKS 001 North: TUKWILA License No: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 262304 -9023 1058 SOUTHCENTER MALL **********:* *k * **•k ** * *•k *•k * ***.k * * * * *:k* Print Name:_ //45 1.4jr DEVELOPMENT PERMIT This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: ..0 East: .0 West: Sewer: TUKWILA Slopes: N Streams: VANS 1058 SOUTHCENTER MALL, TUKWILA WA 98188 SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER DARREN Phone: (206) 431 -3670 D01 -290 ISSUED 10/01/2001 03/30/2002 1997 SPRINKLERS .0 RIDGE RD, CLEVELAND OH 44145 Phone: 562 -869 -6923 FIVE START PERMITS, INC., 12521 DOLAN AVE., DOWNEY, CA 90242 **: l•****** k* k******** * * * *•k * * * * * * * * * * * ** * * *: Permit Description: INSTALLATION OF STORAGE RACKS IN STORAGE ROOM. ********* 1 k*• k k******************** k**•****** k*** k** * * ** *•k * * * ** * * * ** * * * * * * * *. Construction Valuation: $ .00 PUBLIC WORKS PERMITS:. *(Water Meter Permits Curb Cut /Access /Si dewalk /CSS: N Fire Loop Hydrant: N No: Flood Control Zone:. N Hauling: N Start Time: Land Altering: N Cut: andsc ape .Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N * * * * * * * * ** * * * * ** k ** * *•k* ** * * * * * * ** * * *:k ** * ** k ** * * *•k* * * *** * *** k * *** * * ** * ** * * * ** * * ** *•k. TOTAL DEVELOPMENT PERMIT FEES: $ 303.56 * * * ** * * * * ** * * * * * * * * * ** * * * * * * ** * * * * * * * * *** * * * *** ** * * * * * ** * *•k ** * ** * *•k** *•k* * * * *i Permit Center Authorized Signature: 4 . Listed Separate) Eng. Appr: Size(in): .00 End Time: F i l l : End Time: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development perjit. Date ig ^ / if the work is not commenced within if the work is suspended or abandoned inspection. ''y`:u...� «csa!i1Fal�v-w�.:i dru� :ri`hyl.s+fa ":J:wR.ilit+.S', .z • J U U0 w= . J I- W = I- W I- w ~ ` U s0 N 0 H- w W Z 3 H O z 0 CITY OF TUKWILA Address: 1058 SOUTHCENTER MALL Suite: Tenant: Type: DEVPERM Parcel #: 262304-9023 ' '****k*****************4:%***************A****A****11,***A****A*A****wAko,* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila.Building Division. 2•. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building .Division of appointment of the inspection agencies prior to the first bu4lding, inspection. Copies of all special e • inspection reports shall be submitted to the Building Division.in a time 'Reports shall Contain address, project:hame, 'permit nuthber and type of inspection being • petforrne . The iSpecial inspector shall submit a final signed report sta the wprk 'requiring special inspection was; to),the .whether of inspector's knowledge, in conformance' wyth!approved specifications and the applicablei woOmarisnip provisions of the UBC.. AOTcAstruction to .be done in conformance with approved 04ns and requirements , 91 the Uniform Building Code (1997 • Edition) %as:. •amended, Uniform Mechanical Code (1997 Edition)' . and Washington State Energy Code (1997 Edition). . Vej iditp.'of Permit. The issuance of a permit or approval of , ,O,lAns;,,Specifications, and computations. not be con- Orued to be a permit for, or,an.aPProval of, any violation !c0A•,ehy Clfthe provisions of the building code or of any other%ordinance of the jurisdiction. No permit presuming to gtVe,authority to violate or cancel the provisions of this codeAshell'be valid. ' • • A114ermits, inspection records, and approved plans shall, available at the job site prior to the start of any con struafon. These documents are to be maintained and avail- able until final inspection approval is granted. . Bolts installed in concrete shall be special inspected (UBC 8. : DEPARTMENT CONDITIONS'*** 9. The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 10. Storage may not be closer than 36 inches in all directions to ceiling-hung "Space or Unit" heaters. (UFC 1109.2) 11. Storage may not be closer than 18 inches below sprinkler Permit No: D01-290 Status: ISSUED Applied: 09/07/2001 Issued: 10/01/2001 heads. (NFPA 13, 4-2.5) 12. 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 13) 13. Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) 14. Where storage height exceeds 15 feet and ceiling sprinklers ""' only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one-hour fire proofing, (b) sidewal 1 sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 15. Aisles leading to required exits shall be provided from all • portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code • requirements for accessibility. (UFC 1204.1) . Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small • hose stations and curtain boards may be required by Table 81-A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further :information. . - ... .. , 17. An approved hose stetipn:::,requires, plans. review. (Plans must be submitted i tO:.'the Fire Marshal for approval prior to instailation.);,:" Ordinance 41901) . Racks designed;; storage must comply with ■ , . Section 2207 of tile Unifbriii 'Building Code', ,. Please . contact ,., _ . . the Tukwi.la Building' Department For details pertaining to design,.,.,a) installation ' Standards. .., . 'Refra4n*frOrirs. blocking c sprinkler coverage "with :,shelving ...NFPAstandardi..#13 .states that any s h e l v i n g • or decks in".: , eXceS'S of 4 feet- in SP width will require installation of .,, -..,., , • ....,, r:irekle,rs thereunder. '.; , ,..*: combustible storage 1S combustible mater hi ifd NI p i)d ials in 4.. e. - t,on i'' closely packed pi leS=: than 12.:;feet in height , or:: . ,,-,' •,, '. q,pijii3uSt1,41e ,-.materials on pal I ets.:.::or:,„.in racks more than . 12 feet in height, r , For certain special -hazard commodities,. 7 u 1 as rubber, A)la.at fcs le 1 iquids, 1:01e - , , p.a:.11ets;i: 'etc.:, -the :critical pile height may be as l 46 feet. ::' (UFC.-"article '.2' , -4 '. cec' • . 209-•H) -H) . ,'. ... s.,;...; . '.,,d, ,r? ac k T ,-,t)e.. u .wila .Fire Prevention Bur eau to witness all • It. ' . t . .: -- .. , . , required 't;inSpectiorils ,arithtests. ',' (UFO.' 16.503) (City '.''. ;.,•.,;:. ., ..„... ,.... , . Ord inan'te', arid41901) ' .. ::. ' ,;" ' . `• . , y , ' . . ' .Th review limited to speculative 'tenant space only '-' . ,s1)1 ,00a1 p m ‘„, fire permits may be necesSaryHdepending .:on, dotal led. . .... , % - - d e661 i 1- ri of.J., intended use. ':,:' :: ',, • '',,', , .,.. - .:- '- . ',...,''',' . .Ank9.Verlooked 'hazardous condition and/or violation of the ;adopted Fire or Building Codes does: not. ; imply approval , ''9f• . , . such Violation. ' - .:The plans were by Inspector 510. If you have. any , , .. . , , questions please call the-Tukwila Fire Prevention Bureau at (.206)57574407. .,,. ., ..,. " 1 hereby certify that 1 have read these' conditions and will comply with them as outlined. , - All provisions of law and ordinances governing this work will be complied with, whether specified herein or not • The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws • regulating construction or the performance of work. • Signature: Print Name: ,(2,/ Date: /D Proje / Narrte /f enstnt: YAI _. �----'�' _ 'ec7 -1-4 4 Value rrt (Artist, tic tior,: * 9 COCA . S Dgel ess (include suite nun beA) City StatErZitr txttis_EatOR D. L�fs jT A„ '`k*t_ P erty Owner: _ _ ro ICiak C. SACca13.-. RaV - ►—t•Cr .�.. Ti x Parcel Number: i'tlonr•• 4 N, /8 • a12 Sheet Address: City Stater/in. ZS NZ.‘ L CGa1T .1L:...2PI____L. n.tQ i yw/ 1C Fax tr . Contractor: 1 iJ1AY�� ot.FP'£ + ;111C - P11t;nte 9 / �41_ 6310 Street Address: City State/Zip: IZ E. r)■,r Slr jp 6L? , 9/?B_ Fax ;'t: 9oer �f• gsoo ___ Architect: T�Els►htt 4 1 TeAft- L Plwnr• Ssr �t t ps • Z q1 S Street Address. ..,_• City Stater ire J 5Z I a � RM � -. AZ L1asic..v ix 7(241,_ Tax #. -z /77-7. c,50 Engineer: 7 ., LEC 1 c... ._., Phone: CoGtVeeST• 5f"spd Street Address: City State /l.ii; Z3Z G. LYewt .tom. - - - Z_zC �.IiAC e► mt LA 9 /bzJ Fax t,, l l 2's? • 58SS' Contact Person: --, Fi.• s r -cc_. Oa E s�z • 429 Z- .V. _ Street Address: City State/Zip. IZS .o E• ,__ 9 o 4 g3,.... Fax tt r6"1.. ... e`/.:....Cu`iD Description of work to be done (please be specific) �----'�' _ 'ec7 -1-4 4 . A...C.. ±Tic ! ( ' .,!..M. . .,e6. .t{L... Existing use Retail ❑ Restaurant C3 Multi-family C3 Warehouse :....) Hospital o ^ Church l_J I` ,lanu(:,cturing ❑ Motel /t-lotcl ❑ Office ❑ School/College/University Other wrwar..: .riNauuIMc•••s_ •s.•— LIALCUa RJ - _ ❑ ...r JIaMn Proposed use: Retail ❑ Restaurant (❑ Multi•farr':Iy ❑ \V•irrhouse ❑ Hospilal Church ❑ Manuf:lctuiing ❑ r'- totel/Hotel ❑ Gffu:e ❑ School /College /UIIi'.ersity ❑ ably Building Square Feet: Z 701 existing No. of Stories: ---- - 1 „_ -. Area of ;; nstruction (set fn 2"cii. Will there be. a change of'.re1 ❑ )'e'; 0 rio W`u_. If yes, extent of chance' (Attach arldIttnno1 ncoot 'l nPCe5s•3rv) Will there be rack storage?? dyes 0 no Existing fire protection features: ffsnrinkler5 ❑ automatic fire alarm ❑ none l..l oche' (ij:'ecif') Will there be storage of flammable /combustible hazardous material Attach list of materials and storage lorAtiorl crl !vacate 6 1/2 in the building? ❑ yes 'i. _ no X 1Jpitp r indicatinEst :antigei & (v1',tt'tial .Ca tet1 Clat3 Sheers 11.1 'III 11 : -r,1; {I I j1..11 I. I l'I f' [11 Ci'I• OF TUK VVILA Permit Center 6300 Southcenter 61'4 , `rust' 100 Tukwila, WA 98188 (206) 4 31- 3670 Commercial / Multi - Family Tenant Iiriprovenent / Alteration permit Application Application and plans must be rnrnr,lnle in order to he accepted for plan review. Applications tt ilf , ,.,t be 4u c'pled through the mail or facsimile, .' • A,PPLICANT :REQUEST'FOR'PUBLIC WORKS SIT�iCIVIL PLAN . REVIEW OF THE 1=01' )WIN • (Additional re,iews.wiL•,ie de(( rnuned l the Public' corks C)Ppartrrlent) ❑ Channelization'Striping ❑ Curb cut/Access/Sidewalk ❑ '•good Control Zone ❑ 1-lauling ❑ Fire loop /) tydl;int (main to vaunt) #1: - _,_ ize.(s: __ ____ ❑ land Altering C) Cut cubic yds. 0 Fill_ __ cubic. yds. ❑ Lan( • cape irrigation ❑ Sanitary Side Sewer t1: _-_ ❑ Sewer Main Extension 0 Privat 0 Public ❑ Storm Drainage Street Use ❑ 1'Valer ,Main E> :tensiorn C) Prival.. C..) Public (0 Wate+ Only ❑ Water Meter /Exernp; it• `___ _ y _ Water Meter /Pern'.;nent ,9 Q W�,te 11 f tvt�iP� T, @rl ?tt,# U MISCellaneou, Date application accepted. 1 - 7 - 01 PLEASE. SIGN BACK Qr I 1 /.r0 /00 crpennit rive Size(s): ________ Size(s): Date applicAt 0 Deduct Est. quantity: - _ tat Sd,eti,ito; /7/O Project Number: Pcrrti't Nu be I 4- Value of Construction - In all cases, a value of construction amount should he ente'ed by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to (ompiv Nvith current tPP srhPdulec. Expiration of Plan Review • Applications for which no permit is issued , .vithin 180 diys following the date of application shall expir'! by limitation. Thy building official may extend the time for action by the applicant for a period "rrt ' eeding 190 days upon . ..vine!! request by :he applicant as derined in Section 107.4 of the Uniform Building Code tcurrent edition) No applicatir: .h '' be extended mo'e than c'ne Apnhcr, esker) bv• (irlitiall) Li ATION F • RM terliesarariara TI 1 it -I , I.i • t -, -' rl.l .111A r r'.. E' I APPLIC4TI M ST BE SUBMITTED WITH T J1L0 LING; Y ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE 1ICFNSFD ARCHITECT, SfRI)CH.JRAI ENGINEER OR CIVIL. ENGINEER S'> Al-I. DRAWINGS SHAH IF AT A I FCAIBI.F SCAI.F AND NEATLY DRAWN BUILDING SITE PLANS AND (YF iI ITY i'I ANS ARE 10 BE COMBINED N/A SUBMIT;Eu) El ❑ Complete Legal Description 17 ❑ Metro: Non - Residential Sewer Use ('erfification if there is .r change in the amount of plumbing fixtures (I nrtn H -13). Business Declaration requited (Form I I -10). Four (4) sets of working drawings (fit'e(5) ,sets for structural work), which include : ❑ .17.:r Site Plan (including existing fire, hydrant location(s) El ;RI gi gr D EI Er ❑ Aff IT 0 ll,'3Gltrl ripe nnit. dor. 1. North arrow and scale 2. Property lines, dinrr'nsions, setbacks, names of adjacent roads, anw proposers or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls v'rth dimensions 4. location of driveways, parking. loading & service areas 5. Recycle collection location and area calculations (change of use only) 6, Location and screening of outdoor storage (change of use only) 7. Limits of cicaring/gracling with existing and proposed topography at 2' intervals extending 5' beyond propvty's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands watercourses and their buffer; (change of use only) 9. Identify location and size of existing trees that are located in sensitive area:: and butte.; (T i IC 18.45.040), of those. identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to he saved by Size ans.] s (e•.terior changer of chang_ of use only) 11, location and gross floor itrPA of existing structure with dimensions and sethar.1; 12. Lowest finished floor elevation !i( in flood control zcmel 13. See Public Works Checklist for detailed civil /site plan information rectuired for PubicWorks Review ;Form Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage; If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors, Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings, SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions, Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296-4787. (Worm H-5) Copy of Washington State Department of Labor and Wt. - ivies Valid Contractor's License. If no contractor has been selected at time of application a copy of this ise will be required before the permit k issued OR submit Form H-4, "Affidavit in Lieu of Cnntrar,r ,istralinn ". Ruildiiii t(fivncr /Atitliorized.Ageiit ►f:ihe applicant•is r,tlier than'the'owamer irchhe. _t engineer, or contractor licenser! h) the SG ?t ►: v(Nra sh ngtoii '„ a raota'rrzed:letter: tiom :the, property authorizing the awent to, nbmrt this Yeti appo /ic,ttic�n sand Uhta.!r� the perrait bi :)equir2t .. 03 nart iii:Vi r.'suhnlrttArr, i HEREBY CERTIFY THAT i HAVE READ AND EXAMINED THIS APPLE' t TION AND KNOIt' THE. SAME TO HE TRUE UNDER PENALTY OF PERJURY BY THE L4 WS OF THE STATE OF WASHINCTOn .tnID I AM .A UTHOR1 FD TO APPLY FOR THIS PFRAIIT R AUTIiORlZEt) ACCENT: � Rhont F,�k r S�Z / fS(Q9• L./ VS S( z /g1:07• c..-OM j.,_ C 90 z z *A* *A.kk ** ** *, *A * *4** *-A **k*4 ***** t*A4-A *k *:4, * *.A **4 *AA.•,t *-A A • 4-* KWILA WA : ' Reprinted: 09/07/01; 10:22 TRANSMIT.: *AA *k`4 * *ph * * ** *`Fk ** *4 - * ** * * * **•A: ****.* A *•M.. % *:fi *'l *kh:t* *A *F *h R;'i l9MIT: Number's R0101 170 Amount: ' 117:81 09/07/01 10~21 Pr'�+ me.rit Method:, :CHECK Notat•ion. FIVE S' rF1R PERMIT In i is ICAS er^m;•i t N9: 11)0!--290 Type: DEVP1:Rtl ' DEVELOPMENT PERMIT Psr're l Na t : 262304. -9023 S i #;e Addrsk S n 633 3011 I HCE 1TER MALL .,; Total Fee.s'3 n J C��.J n 1 .. his P merit 11.81 Total L.L. A .Pmts 11 gal anc:eu 185.75 *4* t**., t ta* * * ** * * *:\ *4 * * * * * * * * * *4 * * *4 * ** \ *A *,A * * **.* *A *, * * * * Arrnun Cod � Desi r i p t i on '. Amount 80 0/ 3. 4 830 PLAN cfiECI< . w NONRES . /1.7.81 A*A' AAr * k " •* *' k****•,t** c *.* ***A *:kk :k!ckA* **********1k* A* *A • U < WILA, yl RANSMIT *'* * *? ' k kA 44A': k: A4 ' A A **** A*: h hAAhhA :t *kk*k*** *t *t,.thA''A? 4A k:4 k. :k*k. * A l~15MIT. tttriit�ar : R0101277 •Amuuni: 1E35.75 i.0 /01/01; 11:/.8 aymen 4 14et1�a +1 CHECti Natation: TIMI3E WOLF, CONST xr,..i t a B (S P erin':it tda . DO1 -29() `;T.• , pO.° DEVI'ERM DEVELOPMENT '.PEI MIT • P avrc0.1. Hu:i ` 262304-9023 Si a •`Addre4so" 1.058. 'B.0.UT-NCE TE MALL Ta1:a1 . Faes N • 3U3. 5F This P' ymrit • i. 35.75 total (LL.. Pmts• :. ;30.56 •{3aiancer . .,.00` * **•AA :A *A°Arfi.. *•*A'ol * ** ' 4*.*•.ko **•,a,A * *A 0A'sCA,** * *•4A•,A.*'A#'•*..“ *4:; ** • A ccount ' Ct.cle : Desrr i pt i on " Amoiin t ;. 00 0/32. .10.0 4ULT.k.t)IN6i. - Nt0NRE8 181 000:/38 •.90 :STATE.- RUILDINS •SURCit R.GE 4.50- !Y, �PJ dl�. ,..} 1�, ( y , ; ...t,. :a. �'>•', ii i vr._ u .i �� •.�:'.t n,j'y; r i'r •u,!.. . ,i c ..,i � ..Z 4 .�Lli;i���` t'Sh ,•u.( � }•�?.4i' {" N •g;1'r~'. t }, }.. !7 ' »•j�(, "4•,. t �'.�,. !� r � ,1 tt, r '!. + ' �' '�,f '' 'ar r �'!, k � � .' •y� 1 l .i , • 'i { <<i „ �• +a,�/ fP yr .a ., 3. . ";.:,a.':ti „1.Y':• .ft.t.l....: +r ;r0;t•U.��� +. r.. �. � 1ti:,.;'_ •�.h�.�'u.i'' "�a,���4�i_ l �r�nti:',�a•i•��'�i: Requese INSPECTION NO. Proje Special instructions: • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. Ty . ; . i nipecti n: oge: � � J Corrections required prior-to approval. •. COMMENTS: heed 1' -tiu: ciM $47.00 REINSPECTIO FEE REQUIRED rior to inspection, fee must be paid '' 6300 Southcenter Ivd., Suite 100 /CaII to schedule reinspection. Receipt No: Date: �ru !S,SanF ffia ykfx +:1�1 , �:v >ni*f<'. "Ji :Sv'i�t.::tif,:.?r.i ,v;:,_:• re 2 6 .J U O 0 co 0 WI N w o co a . I F . Lir z � I— 0 .. Z u.1 uj 0 0. 0 1- W UJ' 2 u. 0 .. Z IMF Z COMMENTS: R2_/ 4 52.! fl'A/ rKJF5/2- T r i n- I L e -/ -(n r" r! ro' ev e ., c h.) 59-e 6 ('k ( !rvS Pe6 -I i c .) ire vic(, 0 6 AJ D E* A -[e 17 ;) 5(. c.- -le f.-L-1 , Date called: /` / 0 i en ( Special instructions: • Date wanted:! d /l / 0 1 0 / a.m. , _ Requester: Phone: -- \ Pro' t: 1� �?5 Typ of Inspection: SvP(' ( L l s I dregs: 5 0 $ f �,/ Date called: /` / 0 i en ( Special instructions: • Date wanted:! d /l / 0 1 0 / a.m. , _ Requester: Phone: (J . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. n Corrections required prior to approval. ecto Date: /0/10/// $1.00 REINSPECTION EE REQUIRED. Pri¢r to inspection, fee must be paid s edule reinspection. , af 6300 Southcenter Blvd., Suite 100. Call to Receipt No: Date: Q o PERMIT NO. (206)431 -3670 1e + Ya '..4 :rid ..4r ul a h I s ' ?LSc ;nSl:.3 d � i• ;,2::7�i 1�:1. r�iaiYM `,N x �+� Pa :! Project: ijei 0.c . T pe of Ipspe lion. . l' /(e.. - ( c,,, • .3) Address: _ / 0 51c 5 C_. Ac II atelegd: / 0 / Special instructions: , OMYMAR7K, 5p.esett 24seecto oei 5 s t+e '‘ Date w (410 ti . . Requester: /-// , Phogz -Tog- itii_ /35 / - • • • " • • • • • INSPECTION RECORD • Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southc6ter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: L i lik;gfrki ) V\AJ CV" \ lnspec 47.00 REINSPECTIOJ FEE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. all to schedule reinspection. Receipt No: Date: ICA/07 Date: 140 .,'..Project Name " • ; Address l I kuthori I t Signature FINALAPP.FRM. City of Tukwila Fire Department • ( . Retain current inspection schedule, , Needs shift inspection v Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: :Pre Fire: Permits: 'TUXWILA FIRE. DEPARTMENT FINAL APPRbVAL.FORM Rev. 2/19/98 •• •••: ■ 1 7 1 -1777 i'i . • • Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Permit No. Date Suite # ..; T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 ZO Certificate No. 0110 -1010 October 9, 2001 Dear Mr. Lee: Mr. Chip Lee TIMBERWOLFF CONSTRUCTION 129 East A Street Upland, CA 91786 INSPECTION Subject: Site inspection report— shelving floor bolts at new Vans store in Southcenter Mall. Reference: City of Tukwila Building Permit No. . D01 -290 Per your request, 1 have completed a site inspcetion of the floor bolts attaching the stock room shelving to the Poor at the Vans store in the Southcenter Mall in Tukwila, WA. This letter report contains a summary of our inspection and conclusions. The shelving is in the stockroom of the subject store. To prepare for the inspcction, plans and calculations previously completed by others were reviewed. The plans for the shelves were created by Dennis T. Mitchell, PE; and the calculations for static and seismic loading were prepared by Wen -Chung Minn, PE. The plans and calculations assume nominal bolts of 3/8 in diameter and 2 4 in engagement length. Maximum uplifting load indicated in the calculations was 434 Ib. This loading, including the lateral shear loads anticipated, is easily sustained by these fasteners. The fasteners used in the as- installed stationary shelves are nominally 3/8 in X 3 in yawl bolts, identified as 1CBO #4514. The bolts are installed with a nominal above - floor height of '/ in at each comer of each stationary shelf, compliant with the plan requirement of 2 % in engagement. The fasteners used for the track system are a 3/8 in X 4 in package, installed every lineal 18 in or less along each track, per the plans. The roller track for the moving shelves is approximately 1 in thick, with approximately ' /z in of bolt extending above it, so the required 2 %2 in nominal engagement is satisfied here also. 1115/4 North Creek Parkway N. Suite 101 • Bothell. WA 9601 t www.dynamark.onsineering.com 0 425- 183.4447 © 425.415 -1708 soLt Stir 9E-17 6ui...40eui.6u3 N- .ieweuX0 VEO :Ot tO -Ot -ago J D: U 0: NU . w = LL wO � a = a �– _. z � o w H 2 • o! U • I-- i w ` O: H = 0 z £O Dynarnsrk Certificate 01 t0 -1O10 TIM13ERWOLFF CONSTRUCTION CONCLUSION October 9, 2001 Page 2 of 2 Based on the preceding inspection, review of the plans and calculations, and the information available at this time, we conclude that the as -built shelf system, composed of moving and stationary types, is properly attached to the floor in the Vans store. This report has been prepared for the exclusive use of Timberwolff Construction, Inc. Any reproduction or transmittal of this report must be done so in its entirety and with permission. Thank you for using Dynamark Engineering, Inc. Please give me a call at 425.483.4447 if you have any questions regarding this inspection, or if we can be of additional service. Reviewed by: Mike Morgan, PE, Senior Mechanical Engineer BOLL 9t17 SZtt Sincerely, Mark J. Suryan, PE President �uI 6ui...taaui.6u3 )..teweuI a VEO :Ot tO- 0Z -1-nO ` tll r! h) r; Mtt^` d±: r:(*. i'. KM' f .'!v> ✓,Y'� GREG RILEY PROFESSIONAL ENGINEER STRUCTURAL ENGINEERING CONSULTANTS , INC. 23 236 LYONS AVENUE SUITE 220 SANTA CLARITA CA 91321 TELE: 661.287.5800 FAX: 661 .287.5855 E -MAIL: grileype @,aol.com W W W.STRUCTURALCONSULTING.COM Structural Engineering Calculations Prepared For: Dio Yang Designs 11148 Greenlawn Ave. Culver City, CA 90230 Project: Van Shoes Vans South Center 633 South Center Seattle, WA Engineer of Record: Greg Riley, PE P.E. #36245 GR Job Number: 01 -168 AUGUST 7, 2001 FILE COPY I EXP1RES 1.30.021 tLtIVtU • CITY OF TUKWILA SEP 0 7 2001 PERMIT CENTER Do1 ........,. n.... rt.. v.. i. Vel'! i+ (-Y:l:udi:�!'u'tii;1i: 'f FQ f SPI O,tN1n '{ , M il,µkv Fu•.1 ^'.?1•'. �T • WEN -CHUNG MINN P.E., M.S. STRUCTURAL CONSULTING ENGINEER 44# 3358 W 157TH STREET EL CAMINO VILLAGE, CA 90249 TEL: (310) 679 -1034 EMAIL: WMINNOAOL.COM PROJECT VANS- SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN WEN DATE B - OI JOB NO. DYDOIOI2 SHEET 1 OF ) r ir 4 411 j r i`re -GIs LT 9 � reI' 40- *Oct-L. 4 W M14" UrG I 1.11 eiottfirri. Z'' 91v1+14014 At,At'•fi-dr : * /.I dr x aJ' " r I N• f W I- - *PVT Ie-0 4 * Z oN* z 4 P4 rr4 A - float p 'opc- ° 1.v . L.-4p fob- dbi4c.r 4 ' 11-, , • :r::%+li %.i •:2�4'< " ??�.; " " +�.'.!iir� A " ".,: �+':.:7's;i;ksr' iid3''.i tr' „'�v.+3JSS7Rifa�4+xls4 wVs, W re dd � J 00 NCI w = I- N u- W 0 Z � O ' . Z IP ju Q : O - w • W IL 6 Lij II U ~O • WEN —CHUNG MINN P.E., M.S. STRUCTURAL CONSULTING ENGINEER 3358 W 157TH STREET EL CAMINO VILLAGE, CA 90249 TEL: (310) 679 -1034 EMAIL: WMINN®AOL.COM PROJECT VANS- SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN WEN DATE JOB NO. DYDOIOI2 SHEET / OF 4up 04+01.r 64 Y 9' I•4x 1'� = i - is ia w s J r ' T r-mitior I 4 p roloN N4 • !•� W o 1 I /c,wtitL WL. - 119t4v L, I, if**. to *4+•1 1e f t. . IveL, IAA (91. .tt, L.) L tin) W e t''6112? J I* I 6 4 t '2 141- 10 I 4 2 1 z,epoder 11 (ir 4e.i 4 M 14 4,.I r4-. IS bl ret'I.i spt 'r ail L MaM efir tzirliorwv AgAtir. 0 , 06400714, r y w: i U O. ■ W W! J ' w O g J; W Z I- 0 Z U ON 0 H' , W W , LL U N! O F- z WEN —CHUNG MINN P.E., M.S. 40 STRUCTURAL CONSULTING ENGINEER 3358 W 157TH STREET EL CAMINO VILLAGE, CA 90249 TEL: (310) 679 -1034 EMAIL: WMINNIDAOL.COM PROJECT VANS- SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN WEN :JA'E 5-1 -0I JOB NO. 17YDOIOI2 S-iEET 7j OF M 'eL.4, V 1. M4e1.cti> 'CVcoL - �,; x Ifs I r ' o Irr G''ui M eoriN ( ") .d olv 11 - 2 • r'i 1N(4,0 2 s le 411 M ? 111- s 004 1.1 yll: MN? 711 C .1— .A- I4~Ch � s t*a - II 1 00 #III INS Are t &'N #'a1+1 'I er r • ANb 10. ir e1ip}4 . : -� 11L( " M A. «f) '' ✓k1:+iw:sASk":t"s': �srlif t "iGW:SL :iCl ,4.l :tJ�.Yi.YiBin: .boa ;. ,r ile'!ESP+;NgIF.r'�SK P v.1 , 41 , 1 ' A..KF.'M 7 , 72. .T.i =-1LL. •�+ mo w , U O CO p • W =' CO s W O Q . Z mo z �-; D p w w . - w8 o LU 0 • • WEN -CHUNG MINN P.E., M.S. •40 STRUCTURAL CONSULTING ENGINEER 3358 W 157TH STREET EL CAMINO VILLAGE, CA 90249 TEL: (310) 679 -1034 EMAIL: WMINNOAOL.COM PROJECT VANS— SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN WEN DATE 5-1-0I JOB NO, DYD01012 SHEET 4 OF COLUMN ANALYSI4 ANALYZED PER 1997 U9C.. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Pstatic= $ OF LEVELS•(WOL 4 WLL) •9•(42.518+ 10 LB) is 473 LB Psetsmic- E (Fi•hn) /depth =(Mort /FRAM DEPTH) 102051N-4.B/12 IN) 850 LB Ptotal= 1 ,323 LB Mmsx= 1,911 IN-LB &DAL KxLx /rx 1.2.12 IN/0.7506 IN • 19.2 Kyly /ry = 1.2.12 IN/0.639 IN = 22.5 Fe• TIAZE/(KL/r)mexA2 = 573.3 KSI Fy /2= 18.0 KSI SINCE, Fe > Fy /2 THEN, Fn. Fy(1- Fy /4Fe) ▪ 36 KS141 - 36 K9/(4•573.3 KSI)) = 35.4 KSI Pn= Aeft•Fn • 21,268 LB ne• 1.92 Pa. Pn/Oc - 2126818/1.92 = 11,07718 P /Ps• 0.12 0.15 FLEXURE HECK: P/Pa + ktt/Max S 1.33 Pno• A.•Fy • 0.61102 *36000 PSI = 21,607 LB Pao., Pno/Ac • 21607 LB/1.92 • 11,254 LB Myield•M• Sx•Fy • 0.208 INA3 "•36000 PSI ▪ 7,474 IN-L13 Max• My /Af 7474 04-L11/1.67 • 4,475IN4.8 Per- nA2EV(KL)maxA2 _ fAr29500000 Ps /(1.2.12 IN)A2 . 474,725 LB THUS, <•-- (K /r)max Atr p, ,4c (1323 LB/11077 LI) + (1911 IV- LB/4475 IN-I.8) = 0.54 < 1.33, OK SCION PROPERTIES lf• 1.67 Cmx- 1.0 Cb• 1.0 A• &.DIN El= 1.5 IN t• 0.075 IN Aeff is 0.600 INA2 Ac = 0.338 INA4 Sx . 0.208 INA3 rx = 0.7 51 IN ly • 0.241 INA4 Sy a 0.143 INA3 ry = 0.639 IN Kx • 12 Lx = 12.0 IN Ky- 1.2 Ly 12.0 IN Fy. 36 KSI E• 29,500 KSI Pa s (1 /[1- (0c•P /Pcr)))A.1 _ 11/(1- (1.929323 L8/474725 L8))IA -1 - 0.99 WEN -CHUNG MINN P.E., M.S. STRUCTURAL CONSULTING ENGINEER 3356 W 157TH STREET EL CAMINO VILLAGE, CA 90249 TEL: (310) 679 - 1034 EMAIL: WMINNOAOL,COM PROJECT VANS- SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN INEN DATE 8 -1 -Oi JOB NO. 1:7%(1,01012 SHEET 5 OF 444r00 446e e L -Iv' r PM NN J -rI"'Y ;4N4P r1ve . 1'aIVe il A A 'P‘f e t A f'>1 : OS.eO rb I - 1 4- e rfgAtriltlois k "ra Morrt4r 4010114 MoMeN r r..t.i of ILA 1 i1 " rr 11 ✓al Peoti 41444 r 't4 4444144, . •iIHPw. VI, - r AIWA 1 r.x. ,4 It .11AI. -2- vea, 41 tir ,V MT a d= j , , em u ('? tzoitor fvpros.fri Mah,4 . z rt 0 O • (3: w W : J F; co uj • a w a. � z U � ;0 - ;0 H' W W U 0 Z U N 0 WEN -CHUNG MINN P.E., M.S. 44o STRUCTURAL CONSULTING ENGINEER 3358 W 157TH STREET EL CAMINO VILLAGE, CA 90249 TEL: (310) 679 -1034 EMAIL: WMINNEPAOL.COM PROJECT VANS- SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN WEN DATE B -I -OI JOB NO. DYDOIOI2 SHEET Cr OF S1iELF ANALYSIS THE SHELF SHALL BE ANALYZED TO DETERMINE THE ADEQUACY OF THE COMPONENRS TO CARRY THE GIVEN STATIC LOADS. ASSUME SIMPLY SUPPORTED END CONDn'IONS. SHELF LOAD(OI +LL)- 53 LB /LVL TRIG. SHELF AREA= 288 INA2 SEAM TYPE 1(A) LOAD= SHELF LOAD • (TRIO. WIDTWTRIB. AREA) - 0.55 LB /IN SEAM TYPE 1 SRB Mm.x • 1b • Fb• • }b /Fb- wlAUe (0.55 LB/1N)•(48)A2/8 158 IN-LB M/S 157.5 IN- L8/0.016 NA3 9,844 PSI 0.6-Fy 0.6 • 36000 PSI 21,600 PSI 0.44 < 1.0 BEAM TYPE 1 OK Q= 5WLA4 /(384EI) • S'0.547 LB /NN''(48 N)A4/(384•29X10A6 P5P' NA4) = 0.050 IN 6aYlow=LJ240 = 0.200 IN OK mom pie BEAMS ALSO EXIST N THIS SYSTEM BUT HAVE MUCH LARoEA SEC71ON PROPERTIES THEREFORE 8V SIMPLE INSPECTION TFESE REAMS ARE OK BEAM TYPE 1: SRJ Ix& 0.0240 INA4 Sx■ 0.0160 INA3 L - 48.0 IN TRIG. W- 6.0 IN F "�. i1.',410i0i Yak:4 , W'4AfS t:f4 1Si':44111.. rWVfi. *"(41,'iA.iit •e:: •'il,$ � ls�lrl µ`1111,;f =ah��Au`'F'.C�+"N +`' #,tinat'eF�.n "{ �Zf: i�' WEN -CHUNG MINN P.E., M.S. STRUCTURAL CONSULTING ENGINEER 3358 W 157TH STREET EL CAMINO•VILLAGE, CA 90249 TEL: (310) 879 -1034 EMAIL: WMINNOAOL.COM PROJECT VANS- SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN HEN DATE B -I -OI JOB N0. DYDOIOI2 SHEET 1 OF OV rt u l e + 1 1 4 t 1 -1 ( n e- U ) l� IV* 1■ 1.gvL Lp 1.,10(..414y. .1 * k x?i !b // 6 ' LeYI1 4 I.9JQ `I;I1.z)o 1.0 SY'KMj+ d 1v01 ' = $ 1 " I4ve . 4, AC600f (JI.0 4114.1,) * t94 WV. r 1* coy . q4 NA Na f I' (.444 )ti.,!rlt (40,V4 'oh( t� II* . f t 0 f (.'M- / I , q )( C(4 / i . 1 . ( 1 ° ' 4 b ) ) ) wf01r++ err = Imo" f� 1I� - A-wUrlvh! ruLL-Y vow I.vL wt 1+,'. w4lqk f ( *) M at of *1 3 I 1 4 si .111* a 1* 9 > 01 241 4- 41 * tI 1 cqo Ci 0.• 1ri 411C II 141 !o �• 1" 4 0 11 I441 1 *, voi4 1eo I 11, _ '11 ai r KY a.!GkNyr (ai WEN -CHUNG MINN P.E., M.S. STRUCTURAL CONSULTING ENGINEER 3358 W 157TH STREET EL CAMINO VILLAGE, CA 90249 TEL: (310) 679 -1034 EMAIL: WMINNOAOL.COM PROJECT VANS— SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN WEN DATE & - 1 - 01 JOB NO. DYD0I012 SHEET 8 OF rufurg- 11 -C rO) 4 it- - fftzr + )(0A L-- foil $ AL -+N'IoNf = ''4 1 b �l.l.sW2c 'l, i lorkft '. 1 *le .I Is ' .} 1 1 / ‘ � { Z j o is ro4 �n 4it4 A � ,I M . Mt o rel 4424 • 6 00 N 0 W w = I- w 0; 2i g .J w a co D is Z �. 111 tu, 0 on :01 w 1{ . o . 11 Z ,Z k40 WEN -CHUNG MINN P.E., M.S. STRUCTURAL CONSULTING ENGINEER 3358 W 157TH STREET EL CAMINO VILLAGE, CA 90249 TEL: (310) 679 -1034 EMAIL: WMINNBAOLCOM ANTI -TIP QEVIcrtHECK Puplift - 349 LS LIP LENGTH • 0.431 N LIP WIDTH • 4.13 IN LIP THICKNESS • 0.188 N Fy • 36,000 PSI P(anti -tlp) - 348.66 LB 17AP PROJECT VANS- SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN WEN DATE 8-1-01 JOB NO. D1'DOIOI2 SHEET q OF iartimasE. 7X 3'x 1A!'WRH A 1 ' 1 IP ABOVE 111E CepRRIAGE SURFACE _. -_ !NHEEL GHANNE! SRI -TIP ARIA M(tab) • P(anti4tip•d). 349 x 0.4311411.150.27 IN-1.8 S - (b102) / 6 • 4.125 IN x (0.1881N) A2 / 6 • 0.0243 INA3 1b - M(tab) / S - 150.31N4.8 / 0.02431NA3 - 6.184 PSI Fb - (0.6)•(Fy) - 28,800 PSI b /Fb = 6184.4 PSI / 28800 PSI - 0.21 < 1.0 ANTI - IP IS OK WEN -CHUNG MINN P.E., M.S. wZo STRUCTURAL CONSULTING ENGINEER 335B W 157TH STREET EL CAMINO VILLAGE, CA 90249 TEL (310) . 679 -1034 EMAIL: WMINNOAOL.COM (ji�1c -elr,isf) ,112.) 4 01- cit•g '1 Iz J - I ;-1141 & " +)( e)4"e pt' A LLowAr -r_ IeIJ = 4 eotAiP1Rodo • tq_ PROJECT VANS- SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN WEN DATE 8 -I -01 JOB NO. Pr,01012 SHEET 10 OF 1_140 /a'' ,(44'' ft•iP149. IsAW L - 0,91T jel c ? f" W fr CV oo NW W =. w o. u. a t•- W :. _. z �o; z �-; W W de O W -o UJ Z ;0~ z k40 WEN -CHUNG MINN P.E., M.S. STRUCTURAL CONSULTING ENGINEER 3356 W 157TH STREET EL CAMINO VILLAGE, CA 90249 TEL: (310) 679 -1034 EMAIL: WMINNOAOL.COM oVereruteNI14A CM•vo, UW V re 01 44. )1 ,( I )(Co* 1)40dA '1 44401.16' _ 1s b G►oV tJ 2, S X GA '+'� Cw ll. 't' 4 4 , L, ) *I* of ! 5 Olfr 14' 4 0 PROJECT VANS- SOUTHGENTER MALL 633 SOUTHGENTER, SEATTLE DESIGN WEN DATE 8 -1 -01 JOB NO. I:7%1,01012 SHEET I1 OF 20C , .01, s x ,1.y 2,4 01.1 ; AA tit Jas 01 1* 112 ze e hi_ . = 1140 10 5CC' 24, ' j23t2 - f.1 5 36 I IPV 9 r, 2a. a ne * )(1.1c, =*s I?"O _. 1 .. 141 - Q O ..- ._. wil *114, f,Ic••'e'4'(3..._ .2 .. fiN,SD 101 4 ' 13,101 20 - 11 g Z 1 � J U U W = J LL W 0 u. co Q . = a . ,_ W ? � 0 Z I- U O N O I- W al H U u' O ti l Z ' P • I 0 Z ACTIVITY NUMBER: D01 -290 DATE: 9 -7 -01 PROJECT NAME: Vans SITE ADDRESS: Southcenter Mall SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil id ng Division *PC' ° . -tt-01 PL-tPublic Wgrks GrelS t0.. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP R�u�l Y\ Fire Prevention frw c. a Structural Incomplete Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning ivision (� '1 a - 10 - ot l l Permit Coordinator DUE DATE: 9-11-01 Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 10 -9 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ati atit.{a4.idGyieALM.5:i13d Ake.g / PetZu X. 144 3r`M'aW4AUf9 aiiA i44:i0.itt4k,%h'ifiii' i f sty` it4b :4i0iS$1: r'. 184,o , V4 z Z 4/ 6 00 cn ill J H N LL w 00 g J u_ Q N Do = d I- ai z � 1- 0 .. w ~ • w • o 0 O 1- ix H U LL" .. z. v _s 0 z ACTIVITY NUMBER: D01 -290 DATE: 9 -7 -01 PROJECT NAME: Vans 1D SITE ADDRESS: igrim Southcenter Mall SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATIONJ.OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP x n REVIEWER'S INITIALS: Structural i w Required APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved Conditions REVIEWER'S INITIALS: Fire Prevention 1 1 Planning Division Structural Incomplete Comments: DUE DATE: 9-11-01 No further Review Required DATE: Permit Coordinator Not Applicable DUE DATE 10 -9 -01 n Not Approved (attach comments) n DATE: e i CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: �........ .cea �....+uonWinv : t. N . r. +�am1w..+ewriNNmt.ald.4«N±+hnyY for 4. fit 1M:Iffftx.YR. .:a Y+41441'4. A}n.'nnw. w.Mw �,.� aI PERMIT NO.: Doti- 2 0 Th BUiLISTNG''t ERIYRTS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre-construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA lnspection/iv(pdular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 0007 Marriage Lines ❑ 00090 Restecl ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 , Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 1 10 Pre -Move Inspection ❑ 01 1 15 Motor Inspection ❑ 01120 Pre-Demo ❑ 01140 Pre- rcroof ❑ 01400 Final -Fire (01700 Final - Building ❑ 01900 Final - Reroof • ❑ 03100 Site Visit ❑ 04000 Special- Concrete [ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special-Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Spccial-Rcinf Gypsum Concrete 0 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special- Stnoke Control System TENANT NAME: k CONDITIONS [v�0001 No changes to plans unless approved by Bldg Div E r e 00101 Special inspection required, notify Bldg Div 001 I Special inspector shall submit final signed report 0 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof V0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0023 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected (E' 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & 1 ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all T1 w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 T1v1C ❑ 0041 Ventilation is required for all new rooms & spaces 2/0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent Flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements ofTMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroot" Plan Reviewe Permit Tech: Date: - 1 Date, l - 11/0) I:a?ni:t's�if7 +7:ii i�:;t ?1G. �i3E n"i(s;:�x�V.t,iritliFit« ::tiG:l' iir!`dek'�L`ti5t votx PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -290 DATE: 9 -7 -01 PROJECT NAME: Vans SITE ADDRESS: Southcenter Mali SUITE # K Original Plan Submittal Response to incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ri Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved n Ap ved with Condition REVIEWER'S INITIALS: v (Q CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete Approved Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-11 -01 Not Applicable No further Review Required DUE DATE 10 -9 -01 Not Approved (attach comments) DATE: `\ )61 DUE DATE Not Approved (attach comments) n DATE: :Qi .4.a &J.Cd%iV IWAKF ,�ih�`i(r�13 i '�9Y�47irutf ': 3�kA:Wnil '• ACTIVITY NUMBER: D01 -290 DATE: 9 -7 -01 PROJECT NAME: Vans SITE ADDRESS: Southcenter Mall SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-11-01 Not Applicable No further Review Required DATE: DUE DATE 10 -9 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: z J U U 0. CO w= ` C u W O g a CO _ : Z F : 1- O ZF- LU • j 0 O D. • F— • uj = U u , O tiJ Z U N i0 H O Z DEPARTMENTS: Building Division Public Works \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP :ACTIVITY NUMBER: D01 - 290 DATE: 9 -7 -01 PROJECT NAME: Vans 1056 SITE ADDRESS: Southcenter Mall SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: )1 CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 9-1 1-01 Complete ( I Incomplete n Not Applicable Comments: tZC 5ercaei Lt t C , - No further Review Required DATE: 5 C ( / APPROVALS OR CORRECTIONS: (4 weeks) UE DATE 10 -9 -01 , Approved Approved with nditions Not Approved (attach comments) REVIEWERS INITIALS: DATE: 911!/0 1 rel n DUE DATE Not Approved (attach comments) DATE: ��a�n :c�•.:H;A'::ci:,oaaaa5autr':. GENERAL NOTES I. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION DOCUMENT A -201 ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS RELATES TO THE WORK OF THIS PROJECT AND 15 HEREBY MADE A PART OF THESE DRAWINGS AS THOUGH FULLY CONTAINED IN THESE DRAWINGS. THE TENANTS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A -201 TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED THEREIN AND TO NOTIFY AND APPRAISE ALL SUBCONTRACTORS, SUPPLIERS AND ANY OTHER. PARTIES TO THE CONTENTS. NO CONTRACTUAL ADJUSTMENT SHALL BE DUE OR COME IN DEMAND AS A RESULT OF FAILURE ON THE PART OF THE CONTRACTOR TO FULLY ACQUAINT HIMSELF AND ALL OTHER PARTIES TO THE CONTRACT WITH THE CONDITIONS OF DOCUMENT A -201. 2. ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF THE BUILDING ANC' ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK 110000D BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE TENANT, SUBJECT TO RECEIPT OF AN AFFIDAVIT OR LETTER FROM THE GOVERNING BODIES AND TENANT'S PRIOR APPROVAL OF ANY ADDITIONAL CO5T5 TO BE INCURRED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: UNIFORM BUILDING CODE, LOCAL BUILDING CODE, AND STATE CODE. 3. GENERAL CONTRACT BIDDERS AND THEIR SUBCONTRACTORS SHALL REPORT ANY DISCREPANCIES IN TENANTS WORKING DRAIN11465 INCLUDING VARIATIONS OR QUANTITIES OF, FINISH MATERIALS To THE DESIGNER. 4. PRIOR TO THE START OF ANY CONSTRUCTION WORK THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THESE DRAWINGS. ANY CHANGE OR MODIFICATION OR CLARIFICATION OF THE WORK MUST COME FROM THE DESIGNER. THE GENERAL CONTRACTOR OR SUBCONTRACTORS SHALL NOT MAKE ANY ASSUMPTION REGARD. ANY ASPECT OF THE WORK. 5_ ALL WORK 15 TO BE DONE IN .A FIRST CLASS. WORKMANSHIP MANNER AND ALL LOCAL AND GOVERNMENTAL CODES AND ORDINANCES ARE TO BE STRICTLY ENFORCED. b. THE GENERAL CONTRACTOR MUST COORDINATE ALL PHASES OF THE PROJECT INCLUDING WORK DONE BY OTHERS TO ENSURE THE SMOOTH PROGRESS OF THE PROJECT. THE GENERAL CONTRACTOR 15 ALSO RESPONSIBLE FOR THE RECEIVING AND SAFEKEEPING OF ALL ITEMS SHIPPED TO THE JOB SITE FOR THE USE BY HIMSELF OR OTHERS FOR THIS PROJECT. 1. ALL WORK DONE BY THE GENERAL CONTRACTOR OR OTHER SUBCONTRACTORS MVST BE GUARANTEED FORA MINIMUM OF ONE YEAR AND PROMPT REPAIR OR REPLACEMENT OF DEFECTIVE ITEMS MUST BE PROVIDED AT THE NOTICE OF THE TENANT. 8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND OTHER EQUIPMENT AS REQUIRED BY LOCAL CODES FOR PROPER FIRE PROTECTION DURING CONSTRUCTION. -- 9. THE CONDITIONS SPECIFIED IN T40 TENANT HANDBOOK SHALL BE MADE A PART OF THESE DRAWINGS. 10. THE GENERAL CONTRACTOR SHALL MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY FASHION CURING THE ENTIRE CONSTRUCTION PERIOD, REMOVING ALL TRASH AND RUBBISH FROM THE JOB SITE UPON. COMPLETION OF ALL CONSTRICTION, THE GENERAL CONTRACTOR SHALL PERFORM A GENERAL CLEAN-UP OF 110 PREMISES, CLEANING AND POLISHING ALL HARD SURFACE FLOORING, CLEANING OF ALL CONSTRUCTION DEBRIS FROM ALL CARPET AND WALL SURFACES, POLISHING ALL LAMINATE, GLASS, A. MIRRORS IN ORDER TO FACILITATE THE TURNOVER TO THE TENANT. IF CARPET 15 INSTALLED TWO OR MORE DAYS BEFORE THE TURNOVER DATE, CARPET SHALL BE COVERED WITH A PROTECTIVE COYER. .7Z6 at SOUTHCENTER MALL, SEATTLE, WA 98188 FIRE DEPT. NOTES A. PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A IOBC WITHIN T5 FOOT TRAVEL DISTANCE SHALL BE PROVIDED. 2. EMERGENCY LIGHTING SHALL BE PROVIDED GIVING A VALUE OF ONE FOOT CANDLE AT FLOOR LEVEL. 3. ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR FLAMEPROOFED IN AN APPROVED MANNER CERTIFICATES WILL BE PROVIDED FOR MATERIALS' REQUIRED TO BE FIRE RETARDANT 4. A FIRE SPRINKLER SYSTEM SHALL BE PROVIDED AS REQUIRED BY THE FIRE DEPARTMENTS AND THE PERMIT ISSUED BY THE BUILDING AND SAFETY DEPARTMENT. FIRE SPRINKLER SYSTEM 15 DONE BY LANDLORDS APPROVED CONTRACTOR. A FIRE WARNING SYSTEM SHALL BE PROVIDED A5 APPROVED BY THE FIRE DEPARTMENT. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS. 6. EXIT LIGHTING AND 51605 SHALL BE A MINIMUM 3/4 ".r 6" LETTERS ON A CONTRASTING BACKGROUND. 1. SPRINKLER WORK: LANDLORD TO STUB EITHER MAIN SERVICE LINE OR A CAPPED BRANCH LINE ONLY. H. INTERIOR HALL AND CEILING FINISH SHALL BE 1NSTALLED IN ACCORDANCE 041H CLASS If FLAME SPREAD 26-75 SMOKE DENSITY MAX. 450. 1. STOREFRONT WALL AND CEILING FINISHES IN MALL CORRIDOR TO HAVE CLASS I FLAMESPREAD 0 -25 50050 DENSITY MAX. 300. 10. ALL EXITS TO BE'OPENABLE' FROM THE INSIDE WITHOUT USE OF A KEY. 11. TENANT UNIT NUMBER TO BE PROMINENTLY DISPLAYED DURING CONSTRUCTION AND ON FINAL (4. HIGH LETTERS 70 BE USED).. 12. PROVIDE SIGN OVER FRONT EXIT TO READ " THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS ". 13. PROVIDE 5100 IN STORAGE ROOM TO READ " NO STORAGE WITHIN 18 BELOW SPRINKLER HEADS ". PROJECT DATA 1 10005CT NAME: 2. PROJECT DESCRIPTION: 3. PRO LOCATION: TENANT: 5. LANDLORD: TENANT COORDINATOR: 6. TENANTS ARCHITECT: VAN, T- I. FOR RETAIL 1. 6ROS5 AREA OF LEASED PREMISE5, 2,709.38 SO. FT. SPACE RJ408 .UTHCENTER MALL 633.500TH4ENTER 5EATTLE, WA 08188 HURRAY, UT 84107 VANS INC. 15700 SHOEMAKER AVE, SANTA FE SPRINGS, CA 90670 TEL: (562) 565 -8261 SOUTHCENTER MALL 033 SOUTHCENTER, SEATTLE, WA 00100 TEL. (206) 246 -0423 SHAWN A. BOY5K0 THE RICHARD E. JACO55 GROUP, INC. 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 44145 TEL. (440) 511 -4800 DENNIS T. MITCHELL, NCARB, A1A 1521 NORTH COOPER STREET, 5TE. 600 ARLINGTON, TX 16011 TEL. (817) 265 -2415 TENANT'S DESIGNER: DIO YANG DE51GN5 11148 GREENLAWN AVENUE CULVER CITY, CA 90230 TEL. (310) 204 -2811 FAX. (310) 204 -2858 8 TYPE OF CONSTRUCTION: TYPE II FULLY FIRE SPRINKLED 9. OCCUPANCY: GROUP M 10. OCCUPANCY CALCULATIONS: II. GOVERNING CODES: BUILDING: • MECHANICAL: ELECTRICAL: FIRE: Piblk Area: 141.- 326115: TOTAL OCCUPANCY: 4091 034 1.101 UMC 004 NATIONAL ELECTRICAL CODE. STATE OF WASHINGTON FIRE AND PANIC REGULATION;. 1,218 5F 1,432 5F 30 E 43 300= 5 NORDSTROM SEARS KEY PLAN WC PATH OF TRAVEL -A, SHEET INDEX T -1 A -I A -2' A -3 A -4 A -5 A -6 A -1 A -q EI E2 E3 MI M2 M3 P P1 THE BON MARCHE TITLE SHEET FLOOR d POWER PLAN REFLECTED CEILING PLAN FIXTURE d FINISH PLAN DOOR SCHEDULE V MS. STOREFRONT ELEVATION d SECTIONS INTERIOR ELEVATIONS d OILS. H/C TOILET ROOM DETAILS 4 ELEVATIONS CONSTRUCTION DETAILS CONSTRUCTION 4 CABINETS DETAILS ELECTRICAL NOTES POWER PLAN LIGHTING PLAN MECHANICAL NOTES MECHANICAL DETAILS MECHANICAL CEILING PLAN PLUMBING NOTES PLUMBING PLAN / DTI-S. TT6 -01 TYP. MALL TENANT GUIDELINES 5HEET TTM-I TTM -b TYP. MALL TENANT MECHANICAL DTL5. 4 SPECIFICATIONS SHEETS TTE -I TTE -2 TYP. TENANT ELECTRICAL SHEETS Defr 4/0 PARKING VL, �4�LJ\J�J SPACE #D408, SOUTHCENTER MALL SEATTLE, WA. REVISIONS e NO CHANGES W S 4 M PL'A;OH THE EC M F 7UKWRA BUILDING 0101S1014. APPROVAL NE A x Ew NEVIEw _ITTAL NDTE; PENSIONS MULL ADDITIONAL p1:D NAY INCLUDE ADDITIONAL PIAN GUY SEP 12 250 011.0 SHEET. NO. C RY R OF E AUK D HVILA SEP 07 2001 PERM7r dWD ARCHITECT 2 2001 054$445 T.. IATCIELL 551410F WA;4NGTCN DATE: 01 -25-01 ® EXISTIGN MALL SERVICE CORRIDOR CYC PIPE DISPLAY REF. DTLS. SCALE: 112"=1 56 LEGEND: • A OE •C: •0 ... etc. PPE FLOOR LOCATION 0 AA OGG 000 ODD ... et, PIPE 6 CEILING LOCATION ' %,s4;sigigm / 8,-0 111111 ffirill FLOOR KEYNOTES LE NEK) VT TEMPERED GLASS AND STOREFRONT WINDOW SYSTEM 5EE ELEVATION o A5 TENANT FLOORING KIST BE FLUSH WITH MALL FLOOR To MATCH EXACTLY 1-1/ MALL FLOORING COLOR 4 PATTERN E 16 DIA. OALV . STEEL. SPIRAL STORM DRAIN COLUMN H CLEAN PATCH 4 ACID WASH EXISTING coNGRETE SLAB 2. COLOR STAIN 4 SEALER PER MANUFACTURER'S SPECS 5. MFR: BRICKFoRM RAPCO COLOR: CARAMEL / C5-400 E (2) LCD MONITOR 2.1555 TO BE FUJS14 MOUNTED ON BUMP-MT SLATWALL DISPLAY. 551.1. 501.5 BETWEEN SLAT '5001. 15 SHELF GROOVE CENTER LCD 5 Al F G.G. TO PILL IN CAT 5 CABLE TO ALL PHONE DATA oUTLETS. E L060 TO BE PAINTED 1 STENSIL ON SEALED CONC. FLOORING, STENCIL. TO BE G.RPLIED BY SIGN MARK El (3) LCD MONITOR TO BE STAGGERED 44054250 05 CYCLONE PIPES (m1514454 5 - MAxi145M1 (2) LCD MONITOR, anu TO SE PUSH MOUNTED ON SKATE BOARD SLATWALL. DRILL HOLE BETWEEN SLAT FAMEL IN SHELF 580055 6" FROM EDC,E OF BAcK cOUNTER 6 AFF. G.G. TO PULL IN CAT 5 CABLE TO ALL P7405505475 OUTLETS. E 54044580 5554758 ELEc., PHONE 4 MODEM REOT2 FOR CASHIER REGISTER 14/5414. COUNTER Tot. MIN. 56 GEE NoTES BEL04-1 4 DTL. nr.e.RIPTON 8041 PHONE JAcK FOR 74E TELEPH0NE E 741 41 P440NE JACK FOR THE sAme TELEPHONE 46MBER F08 MODEM AND DATA cApTURE TERMINALS F2 2X 2 so -4 1 T 1 r Ok 47-4" pAm WALL DISPLAY UNIT, (FABRICATED SYSTEM) KIOSK INTERNET DISPLAY - 50 To FULL IN CAT 5 cAa...E TO ALL PHONE/DATA OUTLETS. STOCK 854. 4-PLEX ELECTRICAL ouTLETS (4 0111LETS). oF THESE 4, 2 OUn.ETS NEM TO BE DED1cATED LIN55 554 AND INSTALL BELOW SLAB PoHIER 4 75055 0/4' 0052017 10 54054158 50251158. REPLAcEMENT TO BE 5 poo P CONIGRETE, PROVIDE .4 DoWEL let" oc. STAG, FOR POUR 53AcK. BAcK coUNTER, SEE DETAILS e1 13,11.-00T SLATKALL DISPLAY 12 H. 4455 (247. ELEV. el DTh. IS le el E STEEL. P122 55488158 6"X 24" H. PROVIDED 53Y TENANT INsTALLED BY 6.C. 23 ma z az F72 5,10E 5105K SHELVES N— o 1 5 FLOOR PLAN VANS HANGING TURNING SIGN CYCLONE DISPLAY SYSTEM ( 'CYO ): 055 014. TOTAL OF ( ) RADIUS STEEL PIPES STOOK 80014 HI/ SEALED CONCRETE FLOOR FIN. H/0 TOILET ROOM. SEE 011.5. ON SHEET Al. WA 0.0. To VERIFY ALL 004EN5ION5 AT JOB SITE. N/A SKATE WHEELS DISPLAY SHOI-CASE 4 COUNTER. BASK coUNTER o SKATE DISPLAY AREA. 544542150 4L42-11140-1 LIGHT Box 1 DOOR ID. 0 - a 028000805415051.50 0417. 044 SLATWALL DISPLAY FOR SKATE SHOP. TRIM TO BE MOD. ALUM. L METAL 54744511 DISFLAY. TRIM To BE *CD. ALUM. L METAL TYR. 4/5 DRESSINS 80044 14/ THE FOLLOWING ITEMS 4 SEE DTL.E31 H/c DRESSING ROOM DOOR syrea.. 552.1/4" PLEXIGLAS 1-44ITE SIGN ON sue BACKGROUND. • x 54" H. MIRRoR To BE MOUNTED AFF. c) 2 coAT HOOKS 0 4E, AFF. FOR WC. 0) 24" 45" 0 ri" H. BENCH FOR WC DRESSING ROOM. 5) A MINIMUM CLEAR SPACE WINN THE ROOM OF 60 x 60 L. NO DOOR SHALL ENCROACH INTO THE REQUIRED SPACE. 9 L0NsEAL VINYL FL008N6 (L052LATE 1 424 TX GUNPOWDER) (5(0) 550-1111 MANAGBRS DESK: 24 0 30' 44. SEE DTL, ALSO SEE FLOOR PLAN FOR P440745 02170775. M013107 54405 STOCK CARRIAGE 57515,4, (SEE PLAN FOR UNIT SIZE) BY "MOBILE MEDIA INC." (800) 164-6050 PHONE PANEL 4 ELEC. PANEL t LOCATIoN S.G. To ADD NEW LOCK ON BREAKERS FOR LASHIERS coUNTER. AND POVER OUTLET BY 744055 505, cm • 12 4 / 4 4 12 3. , • \ NOTE: ALL WOOD SHALL BE FIRE TREATED PRIOR TO BEM& BROUGHT TO THE JoB SITE. NoTE: 708 0008 SCHEDULE, SEE SHEET g NOTE: ALL STRUCTURAL ELEMENTS WITHIN THE STORE CAN ONLY BE SUPPoRTED BY THE PRIMARY STRUCTURE ABOVE. ALL DUCTWORK AND PIPING: TO BE HAS FROM 114E FRIMARY STRUcTURE AND NoT FROM THE METAL DEcK. NOTE: WATERPROOF FLOOR IN THE RESTROOM AREA TO 5E LSE MERICOTE PRODUCTS. KATERPROOFINS INSTALLED KIST BE BY AN APPROVED MERKOTE APPLICATOR. NOTE: GC. TO VERIFY HTS, To INSLRE OWNER SJPPLIED STocK SHELVING WILL FIT 4 MEET CODE. ALL DIMENSION INC.ON515TENCIES KIST BE REPORTED TO OWNER WITHIN 24 HRS. OF CONSTRUCTION START DATE. •2 FAcE OF 5LATNIALL SYMBOLS FOR WALL TYPES EXISTING DEMISING WALL BY LANDLORD 51555 0,LY. TENANT RESPONSIBLE FoR GYPSUM BOARD. 1 I448. CORRIDOR PARTITION HALL, SEE DETAIL. IBIEEMEME FILL 4616147 PARTITION KALI, 5E5 DETAIL E) ESEZIZIMIE1 PARTIAL HEIGHT WALL, SEE DETAIL e) 12-0 14. FURRED OUT 44ALL _ -j - L8408 L155 NI/ ' 8041.58 AREA SCALE: I/4" = 1 ;15 7 4 cENTER \ OF cYC / fit n I 1 I 0 1 4 4 _,L4 , k04 , 0 11 ! 2 4 1 / 28 ONE LEASE 53 F.15 O SYMBOLS FOR FLOOR FLAN CONVENIENCE WALL OUTLET MoUNTED 15" oFF FLOOR LINE (4ANO) [ ALL RECEPTACLE COVERS IN SALES AREA TO BE STAINLESS STEEL 44175084702111.575] QUAD - WALL OUTLET NEXT TO PHONE BOARD [ FIELD vERIFY LOCA1105 SID, DUPLEX WALL OUTLET W/ GROUND F.AULT INTERRUPTED TELEPHONE JACK AT 42" 41644 TELEPHONE JACK AT 56 H1614 FOR SECURITY ALARM PANEL POrER OUTLET FOR SKATE 1.414EEL DISPLAY SHOWCASE DE FLOOR PHONE 4 ELEC. OUTLET FOR CASH WRAP. - 0 FTGUMATIC THERMOSTAT AT 45 • FIRE ExTINSUISHER 0 254 lax, AT 24" HIGH SWITCH LOCATIONS $ SWITCH FOR TRACK LIGHTS $2 SWITCH FOR GENERAL LIGHTS $5 SWITCH FOR SKATE 44HEELS DISPLAY SHOWCASE $4 54•4117,44 FOR LCDS, KIOSK AND PLASMA WREEN • Ft1514 5117014 FOR DELIVERIES etazeR -5. DATA CABLE FOR MONITORS PAM WALL SYSTEM, /7588455455 57555) SLATWALL [SEE INTERIOR ELEV. DWG,. 46 FOR HEIGHT] T8. FLOOR DRAIN effil se 12v" 3,00,00sr58 we) M5/2 MOSILE 54105 RACKS BY MOBILE 14EDIA INC. (1-500-184-5050) twcEIVED SEE ATTACHED 5+10+' 0855+855 4 CALL. BY 1.178. 04 75854(54 SEP 07 2001 PERAucerriR 54 A DATE: 01-25-01 SHEET 440 Al } 2 1 /j MIN. EMBEDMEM 1 REO'D PER RASE PLATE ANCHOR i 1 SHOULDER RIVET(55000) -- 3 : 1M # — 2 * — USE FOOT PLATES FOR STAIONARY UNITS 9121 FOOT PLATE DOUBLE(I4 GA.) USE AT ALL INTERMEDIATE POST LOCATIONS TEE POST(I4 GA.) 3 B R.AK _ 50_TrRRS2 -c '050= 45.4. PER SHELVING BEAM DOUBLE RI'vET BEAM 1 1/2" 16' USE AT ALL CORNER POST ,. OCATIONS IEK SCREW SHELVING BEAM OR SHELVING POST TO THE WALL WALL STUD r 1 L -- EXISTING STUD WALL 3 FRONT VIEW LIGHT DUTY STORAGE FIXTURE ELEVATIONS .290" KFY J OT DETA9 ANGLE POST(I4 GA.) AG'OD - E.c sce[h , Er, SIDE VIEW rflhIM fTlflNI flDTAll C/lD 17" E D T,\TI,N1Af V Ii 111 I.I( Tr') TLC DI 111 (llNI(' IAIAI I :O 0 00 IMAM LEGEND '.. 5A DOUBLE RIVET BEAM 0-SINGLE RIVET BEAM SINGLE RIVET BEAM ATTACH POST TO FOOT PLATE W/ 1/4 ".0 BOLT USE 1 ANCHOR PER FOOT PLATE LEFT HAND SHOWN 0 , EIQMLHONLI MIRROR IMAGE 1 SAr 2 J11 , 2' . r T�iT - -'{ USE FOOT PLATES FOR STA ONARY UNITS ONLY 3'8 0 ANGrGR RAn_ DO_ - !RRx242,,,50x 45 PER EASE ° FOOTPLATE SINGLE(I4 GA.) SHELVING BEAM NOTES: SPACER AS - REQUIRED # 12 TEK, SCREW EACH SIDE OF POST OR TO THE POST AT 10' -0" ± HEIGHT EXISTING STUD WALL SECTION A -A t v 77S`( GENERAL CONFIGURATION STORAGE FIXTURE DESIGNED PER 1988 LACO BUILDING CODE 2 STORAGE CAPACITY: 38"W x12'o- 320 PER LEVEL 38"W x 24".640 PER LEVEL 48"W x 12"D= 420 PER LeVE'L 48 W x 24"D= 850 PER LEVEL 3 ASTM A570 FOR SHAPE Fy a 36,000 PSI GP.ADE :.A 4 ALL ETL1 . r T:f;l - LSS NOTED) 5 ANCHORS RAWL BOLT OR APPROVED EQUAL IC80 04514 6 GROUND 4" THICK x 2000. PSI T .SON F.EAPIN! PRESS!'P .E ! `L^'_` PSF 8 SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS CITY A PPROVE SEP 1 2 2001 AS MOTED REVISION cf) z DATE SHEET NO SR y TS IH*.UMIM JM `3) SIDE RAILS` EXPIRES 130.021 LIGHT DUTY STORAGE SHEET 40: VEIW "A° LIGHT DUTY STORAGE FIXTURE ELEVATIONS VEIW °, AIIa '-�+ nio::8 a' - � vr- 6C162US.A.LIMUILAI WHEEL CHANNEL AMMO ,DUCK EVERY rr nwcaw. r5 ANCHOR TOW CALtRRIA(3F 1. STORAGE CAPACITY:SEE OFyW $ 2. cZNC.RETE4 "THloPxA00oPS1 3. -SOIL 8ARING PRESSURE 1000 P$F 4. ASTM A572 FOR :SHAPE Fy s 36,000 PSI GRADE 30 5. ALL SOLYS A307 (UNLESS NOTEd) 0. ANCHORS RAWL, BOLT OR APPROVED .EQUAL IMO MB DATE: