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HomeMy WebLinkAboutPermit D01-236 - BON MARCHE - WOMEN'S SHOES - WALLS AND SHELVINGDO1-236 Bon Marche Women's Shoes 500 Southcenter Mall City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 262304 -9086 Address: 500 SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: PUGETSB0000Q OCCUPANT BON MARCHE - WOMEN'S SHOES Phone: 500 SOUTHCENTER MALL, TUKWILA WA 98188 OWNER BON MARCHE Phone: (503) 579 -7083 C/O FEDERATED DEPT STORES, 7 WEST SEVENTH ST, CINCINNATI OH 4520 CONTACT JAY LIKNESS Phone: 425 251 -1661 18852 72 AV S, KENT WA 98032 CONTRACTOR PUGET SOUND BIUILDERS NW INC Phone: 425 251 -1661 18852 72ND AVE S, KENT, WA 98032 ******* k*** k*************** * * * *k * * ** * * ** * * * * *** * * * ** * * * * ** Permit Description: DEMO NON-STRUCTURAL PARTITION WALLS AND BUILDING NEW WALLS. ALSO INCLUDING SHOE STOCK SHELVING AND NEW PERIMETER WALL SHELVING. '**************************************************** ** * * * * * *** ** * * *** * * ** * * * * * * * ** Construction Valuation: $ 120,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Curb Cut/Access/Sidewalk/CSS: N Fire Loop. Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer. Main Extension: N Private: N Storm Drainage: N. Street Use: N Water Main Extension: N Private: N •* :*' k***** k * * ** ** *** * * * ** * ***** * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $. 1,828.99 •* ********* * ********* ** ********* * ********* ** ********* * * * **** ** * ** * * * * * * * * * * ** * * * * * * * Permit Center Authorized Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: Sewer: Slopes: DEVELOPMENT PERMIT .0 N/A N Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Listed Separate) Eng. Appr: Size(in): .00 Streams: End Time: Fill: End Time: Public: Public: (206) 431 -3670 DO1 -236 ISSUED 08/08/2001 02/04/2002 STORE 1997 SPRINKLERS .0 N N d€ �: l Date: P 1511"-41/ I hereby certify that I have read and exa ined this permit and know the to be true and correct. All provisions of law and ordinances governing work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I authorized to sign for and obtain this development per t. Date: same this This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. ,dress: 500.SOUTHCENT_ER MALL Suite: enant: ': 1ype;: DEVPERM Parcel #: 262304 -9086 CITY OF.TUKWILA. Permit No: Status: Applied: Issued: D01 -236 ISSUED 08/01/2001 08/08/2001 ***• k• k***• F1*• kk*•*1** k• k** k • * * * *•k•k•kkk•k•k•k*k•$ •k*AA* kit** *A***A . •k.•.... k * * Permit Conditions: 1 No changes will be made to the plans unless approved by the - Engineer and the Tukwila Building Division Any new ceiling grid and ,light , fixture instal latio,n., is required to meet lateral bracing requirements for Seismic Zone. 3. Partition walls attached to ceil ing grid. must be latera raced if over eight (8) feet in 'length.` 11 construction 4o be `done in conformance rmance with approved lans and requ i renient s H of the Uniform B u i l d i n g " Code (1997 d i t i on) as a,mended, Uniform_ Mechan i ca,l : Code (1997, Edition), ,and Washington State Energy Code ((1997 Edition) . State Division of Labor and 'Industries and all electrical' work will be inspected by that .agency,' (2448 6630) . All : mechani cal weir k;; shall be ,under, separate permit .issued the City of: Tukwila ` J 1 permits‘ s inspection records, and .,approved plans shall " be 'available at the job site prior to the "rs tart of = any con- struction.' , These documents are to be maintained avai l a b l e until final ' i nspecti on approval is granted. ** *FIRE DEPARTMENT CONDITIONS * ** The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the 'following concerns The total number °of ;fire extinguishers required for your ;establishment is calculated < at one extinguisher for each 3000 sq.`s ft. of area. The extinguisher(s) should be (3,f the "All Purpose" (2A, 10B C): dry , chemi ca l type. Travel distance to any f i r e extinguisher .must be 75' or. less. (NFPA 10, 3-1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses.. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher~ is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. '3. ,Extinguishers shall be located so as to be in plain view Validity of Permi t. The ; ; issuance + of a, permit or approval of ,plans,' spe'c ficatFi.ons, and computations shall not be con-, r.strued to;'ibe: a ' per nit for, ' or- an approval of, any violation of any .of: the ,provisions of the bui`iding code or of any other: ordinance of . the jurisdiction No perm to ,gave :auth oi'ity to violate or cancel ; :the provisions of this r code shall: be valid. E1 ectr i cl` pe rm"i'ts.: shall be obtained through tine -' Washi ngton Z Z w 2 0 w COLL. 0 ga u. D . = ci w M. Z � Zo w 0 �. 0 N ` :al-, - w w: 0 w z 0 z (if at all possible), Ilk if not in plain view, the shall be identified with a stating, "Fire Extingui( pr", with an arrow pointing to the unit (NFPA 10, 106: (UFC Standard 10-1) 14, Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) 15. Fire extinguishers •require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was ,performed and shatl identify the company or person , performing the service. (NFPA 10, 43, 4-4 and 4-4.3) Every six years, dry chemical and halon type fire 'extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4-4.1) If the 'required monthly and yearly inspections of the fire extinguisher(s) are not -- accomplished or the inspection tag is not complete, a reputable fire eXtinguisher service company will be required to conduct these required surve (NFPA 10, 4-3 r . Maintain fire extinguisher coverage throughout. • No point in an unsprinklered building may be more than 200 feet from an 'ekit, measured along the path of travel. (UBC 1004.2.5.2.13" No point in a sprinklered building may be more than 250 feet from an'exit,,, measured along the path of travel. (U8C ' 1004.2.5.2.2) • Exit doors shall swing in the direction of exit travel when serving any hazardous area or When serving an occupant load of 50 or;more. (1.18C 1003.3.1.5) Exit doors shall be openable from the insidemithout use of a'key"or any special 'knowledge or effort. Exit , \doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. ' All locking devices shall be of an approved type. (UFC 1207.3) ' I ,Dead bolts, not allowed on auxiliary exit doors unless the dead bolt is automatically retracted When the door ,handle iserigaqed from inside the tenant space. - (UFC •1207.3) , When two or'more exits from a. story are reguired, exit • signs shall ' at the required exits and where otherwise necessary to clearly indicate the direction of :egress. (UBC 1003.2.8.2) • When two or moreexits from - a .story are required and when two or more exits',, a room or an area are required, exit signs shall be ill6minated. (U8C 1003,2,8.4) 24 Internally illuminated exit signs shall have both bulbs working at all times (UBC 100 2 8 4) • Exits shall be illuminated' any time the building is . ,3... occupied with light having an intensity _of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 26. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of its failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the ns of egress system serve an occupant load of 100 o ore. Such emergency sys s shall be installed in accordrice with the electrical co (UBC [ 1003.9.2) 27. All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) :Maintian sprinkler coverage per N.F.P.A. 13. ,Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-5.5.3.1) . All new sprinkler systems and all modifications to existing ,sprinkler systems cshallhave fire department review and 'approval of drawings prior to installation' or modification, New sprinkler and all modifications to sprinkler ' systems involving more than 50 heads shall have the written approval offrthe W 5 R 6 Factory Mutual, Industrial Risk ,Insurers, Kemper or any other representative designated ,and/or redofgnized by the' City of Tukwila, prior to , submittal ;:to the Tukwila Fire Prevention Bureau. No sprin.1er work shall commence without approved drawings. (City Ordinance #1901) 1. All sprinkler -system plans, calculations and the contractors Materials and Test Certificates, submitted •to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency ,seal. (WAC, 212-80) - * Maintain,aUtomatic ,fire detector coverage per N.F.P.A.' 72. Addition/relocation of walls, closets or 'Partitions may ,require relocating and/or adding automatic fire detectors. , Maintain square ,foot coverage of detectors per manufacturer'S'speciflcations in all areas including: closets, elevator ;shafts, top of stairwells, etc. (NFPA 72 5-1.4.2)' All new fire' alarm systems or modifications to existing ,systems shall have .the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire _ ,department permit has been obtained.' (City Ordinance 41900) (UFC 1001.3), • All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) . An aisle to and working - space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) 3 . Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 38. Required fire resistive construction, including occupancy ' separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on • type of construction, draft stop partitions and roof • coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored I hereby certify that 1 shave read these `,conditi,ons and wi11 ,corpiy wi th': them as 'hou`t fined. ned '`Al 1 provisions/',,of law and ? ord;inances govern i n _ _ with - f a ed herein or not.- Tire .`granting of. th . pert)i t does not pr-es- me t�?' authority t.o viola ` or:. ::san'se'i the , provisions of anyI.other work or �1'ocal r egu lat ing cons•truct ion `or t ; pe ormance of work . nature:. or replaced when `damag� , altered, breached, penet ated, ren►oved or improperly stai led. (UFC 1111.1) (� The maximum flame spread class of finish materials on interior walls and ceilings shall not exceed that set forth. in Table No. 8-B of the Uniform Building Code. (UBC 804.1) Your street address must be conspicuously posted on the buiiding and shall. be plainly visible and legible from the '!Street. Numbers shall contrast with their background. (UF( 901.4.4) In' order to provide you with the fastest police and fire .protection under emergency conditions, please post your Jstiite, room or apartment number in a conspicuous place near main entry door. (UFC 901.4.4) Fire Department lock boxes shall be provided for access to all.: fire alarm panels and spr nk i erg r i sers r , The appr'opriate key(s) for access `sha'll: "be placed::i:n' :the l ockbox. Lockbox :order: foriri's must be obtained fraiii 'the Tukw:i'la Fire Depart,m (City Crdlinan,ce, #1900). :ontact the Tukwi l'e`Fire Prevention Bureau; to witness -eguired inspections and tests. `(UFC 10.503) (City Ordinance #190,C end #1901) his :review 1 irnited to,,,specul'ative tenant space only `: '.special f i re4.permists may be necessary depending on det�a j ed descriptions, of intended use ` f ;ny overlooked hazardous condition and violation of the adopted Fire or Bu l d i ng :Codes does' not imply approval- of . such o+ and ;tG:i on or .violation he reviewed by c53..` : , :I- ': you have any nest i ans, p 1.ease ,ca 1 1 the - .Tukwila F i r'`e . Prevent i on Bureau Project Name /Tenant: / --�� Value o Construction: Site Address (include suite number) City State /Zip: Tax Parcel Number: Property Owner: 17 v ',�^ Y"r °t f G Will there be storage of flammable/combustible hazardous material in the building? ❑ yes -no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Phone: _ 2t '506- / 0-o7 Street Address: 3 J .- 7 + . ---e.. City State /Zip: 5 eo,. (,u ,i- ck /' 1 Fax It: Contractor: Phone: — Z S _ 1 r ( Street Address: • z 7i.-9 a City State /Zip: ,f• Lt) A q''' z- Fax 11: `12 5"-z S) - b S ---. � Architect: Phone: Street Address: I 1 ZO c - 1:a- 1 \', 5 - N )� City State /Zip: (A-I 4.- V' i Ss 1 Fax #: Engineer: Phone: Street Address: City State /Zip: Fax 11: Contact Person: l.. I \ V Z Phone: ,�S _ZS 1— r' �j(p S Street Address: City State /Zip: Fax #: . Description of work to be done (please be specific): �✓ / ��� H P �./ w , a . //s 4 - 0 4 '70 l 011 5.7-,,,..,..7-,,,,,...,-49 / 7,-,A. /1 / /e k -' !,v sp )/S 9�' b • CJ /- ik e /'va' / / v! ,5 I G -e 57`."-k-- G - j A e /ii-5- v n eve,/ Pe.a./ e-I Avo7 //54 (42 Existing use: 0- Retail ❑ Restaurant ❑ Multi - family ❑ Warehou ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University El Other Proposed use: etail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church . ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Building Square Feet: .. ' I' OOH existing No. of Stories: L4 Area of construction (sq ft): CO / e) Will there be a change of use? ❑ yes - - nc If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? - ca-yes ❑ no Existing fire protection features: rinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes -no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Date application accepted: I1 /30/00 ciperrnil.doc CITY OF TU!<WILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #:. Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application expires: A7 Project Project .mber: Permit Number: Application (initials) PLEASE SIGN BACK OF APPLICATION FORM . BUILDING`] . ER OR AUTH RIZE GENT: Signature: G �G ---� `._. / Date: _ 0 / •— CJ o Print name:/ l/ Phone: Fax It: Address w 7 z, ,,t, 5 , / . A Ci y /Stat ip it) r � � avG ? r APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED MI ❑ -- .1 `Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with 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 clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 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 be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). d oor plan: show location of tenant space with proposed use of each room labeled any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site ❑ ack 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 fistruction 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. ❑ El SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ . El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. El ❑ 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. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.' 11/30/00 clperniit doc * kar' k4�* aldtdt ; * *. *�i * * *alr, *diAII'�14* TY OF TUI(WI)`A A R Numb I ° • 80101020 A P yrnen M�t:Mod CHECK Not :No: 001 -:23 6 TypeK arcel ' Na: 2623)4-90136 4- . 90136 A ddr a s: 50() SOUTHC ***** * * *.' * * * * * **c * * ** * *dr * * * **' * ** * ** TRANSMIT ** ** s1****" * * *: ** * * *:* * * *. * * * ** * * * * * * * * ** mount.. 110.2S 0S /08'01. 15:15 ata an w F'UGET SOUND : BLDR Tri'i i SKS ENTER MALL Total Fees. Total ALL Pmts.: Sal ante: pt.i on INC NONRE:S' BUILDING SURCHARGE (DEVELOPMENT PERMIT 1,528..99 ,82S.9 00 �.ty�fr r4 .4� , ��' ( "'.T' L N},h . ;R r M i �,'r�• . ;M '' ;i-� , h k �r ".a �c` A" h �r °.k t * �r;k k k .t° .4, �t �c A •s1 *4 do * :t * * ' * * .' :E .t ,4 * A o ar* h * k . dr :k" l :1 k rtr �t *)i • Y 4 :F 1 U1(14 L FI « A � ShrIT.: • • }c .t t k4dlA �tk *dovk stk **•,4kh�ek . tkk�& i**F AI.tk*. * 4, .**.ft 4% F ?,�lurrrt�er : PO. :gf3�C3. :Amur t ayrnerlt ; i i i; :ho • "� , C �ta • .SOUi.C}.�•1,3l.{)p.' • in t.: "KS • • 'Per rn�t ^ido: DOi ? is + T y e_: DE DEVELUPii1I:i'TM • PERT `l'`: • ,�1rJt ^'eexx'• 00 6OU'T {1GGt�7i R t4ALL' Tatl Fees: 1. Total ALL Pmts: 718.74 1'i5; Pavmer1t {y�1�y q a.l ante: 1 41.10 2 dri llkdr*�4:�t•h�t4t*• i k�' cdr4,;!+ �ikIt• k *r.ket *.•kdrof14 ******de7,�t*t; i�*aA.4* d*, .�t•of; �c4 A Ant . • C�ar{ e 13e.ser� i pt an u Amount 0O/3:4583O . PLAN . CHECK NONUS 718.74 • • rw.+.d "'t9`r aes , r an • m. .: 4 '" 47.!:grgi:7 � aa W' . 0 O N 0. W = JH . W LL Q ? — ry H VW Z F. ?, F 6 Z F— WW`'.. i0 —: ;0 H: •W w;. S F— U O ? . z •0 N` . is ,O ect: 4, , Mfi ( lei1C-• A .mh tsUfr Type nspecti n: / ina Address: -' Date ca : I lle by /DR Special instructions: •• c Lc G. X 60 h-1 (, ‘,. P ' ' . , - ;;•, ,:,* 1 tif . , Date w led: / Cm ....- C /0 i a g P.m. RequeOcr: i _ 1 PP / 04 k 1/.. Ph ,h, - gCY0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • OM • . • • .• . • . Approved per applicable codes. El Corrections required prior to approval. $4 i r)I FEE REQUIRED. Prior to inspection, fee must be paid "at'6300 Southcenter ivd., Suite 100. Call to schedule reinspection. Receipt Date: ,; r /1 • • r.. .r.7.13.rk1-7•dt• Pc t: �.� �,// / ..S PDX- /" I1,€6k.v • G /IYxe�'s *1( of Inspec.Slon: .— 7,1 _, Address: S/f`¢4 .) IO cr'C. / 2 „L,/' all ed: /--o2 Y -C9a Special instructions: r t ft 0, l vw/ • Date wanted: . Reques e : - Phone: . ,7do . 39‘ cr ; . , INSPECTION NO. `?4tt a wf' INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Li Approved per applicable codes. ix Corrections required prior to approval. COMMENTS: L O\OS4' r0 r-�'z e)�S r. k oOAe s C -- v 1 YYn ( 11.5. Cr)wo01 -e4e A0Or h t,..t ovt • I h V E'v , Sh0 c)Or s t7 s. irllonr 11. I-P ) ()CC ) ll �1 " Inspector: Date: E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: I PERMIT NO. (206)431- 3670 • INSPECTION RECOR Retain a copy with permit INSPECTION NO:. ITY: TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 QO 1-a3(o PERMIT NO. • (206)431 -3670 „Special• instructions: Type of Inspection: Date called: 1!102 P ject:: ddress:` Date wanted: ' Requestgr; � - r� P Pone: 7 7 i/0) 3/ 3S ;Approved per: applicable codes. Ei Corrections required prior to approval. COMMENTS: tn ShOPS i orO r P .$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid :at 6300 Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: o�ect: i - m 's Shoe t! i,�~� Ty a of Ins on: r 1..4. .�, Addre Sc- .Date ' 1.a.II c le <t /J 1Q .+ Special instructions: instructions:. D1170: qn" R ester Phm T...0 6 ( /& , / INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 i `i D7 1 P PERMIT NO.' (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: Date: / C rr 42 El $47.00 REINSPECTION F'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Win :;t fit; 44u cin 3 �. to ?i<s H:. 1 _ t_ i •x44n at: a, ?ti ::.'n Date / eceipt No: G � uWtai) u P6k 5C) ......... .. $47.00 REINSPECTION E REQUIRED. Prior to at 6300 Southcenter 100. CaII to sch A Ncv 4.3)4s. ti. add D OMMENTS: INSPECTION RECOR Retain a copy with permit INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Slue Special `irnstruction: Type of Inspection: PiC hpr Date Ile Date ed 1 ��fo Requester: k I Y IC Ph b(.0- r - 13 Approved per applicable codes. •' Corrections required prior to approval. tex 6 :0 PERMIT 5 (206)431 -3670 nspection, fee must be paid dule reinspection. Date: :.�+::.kS''+i.; ..: ; - '..:32: il�.:i�i�a' ; <4- ".'.rc1'�•e_t.3: ^:i�.�.:...1 a7i ' e e i ct; . Ma yC tsL; arKen (Shifts Type of Inspection: ' ra rr) ‘ Address: 4 s SC.. J�a_ J k Date c led: 10 / b JpI . Special instructions: Date wail ted: 1'p / 3 ! / I J .m. :r quester: I tr. ;'Phone: 35-13 c0(O — 3g to ° INSPECTION NO. • S : CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 :Approved per applicable codes. COMMENTS: 6), 4,13 0 4_ ce/ Date: / : E $47.00'R1 INSPECTION FEE WQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: INSPECTION RECOR Retain a copy with permit s►:`.�;��rshl��:. Mist .;irt�_k�cwtors;<+�;;..;,i': �. Corrections required prior to approval. Date: / / Do z PERMIT NO. (206)431 -3670 • ., ,, , ? ,:3e t,:i v:'r•�i�a: 4i},issi.'F�ia.:;, :ui " ?:�4:afiawz'f, COMMENTS: (100 V1A-e1n 5 S l Vd ,J- L . LL , e 1.,) i,re 5 v %tr. \L 41r a,n f v'b u4t Q t rr( r�th..._ Special instructions: r _.._.. l `1 {{ E \-ec'-A-A Cm l GI pprov a f re vtreI Phone: 2-010 3c1to S5 roject: n a rche. 5 Typ of Inspection: Frt m t n A dress: t ci 500 5('� !`mil Date c / 5 f all¢ t Special instructions: Date �arjt� � f t f � 1 Requester: Phone: 2-010 3c1to S5 « ,,,, A titi41 ;:14. "ItixY.� , onma Yr'�:d INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION J 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Doi- PERMIT NO. Corrections required prior to approval. Inspector. A Date: i t 0 ea_ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: COMMENTS: r,a 1le\ 1) 1 ` 1 V e ►r �, r°C e cJ l c t Q W 1 PEr' +?1 ei'i. Address: S r( � j 4 C1 14 Ivy 100 t - S t,i I - � - L S 4r 4 , c u ✓ instructions: ca, \ ru It oi tf, c inn ir_Qr G 0 iMPt1 .0 ea* C A psprO A \1ej _ ... ‘o toe' t 100 (9 S - t. s Reque t 3 61 es . I/9 ' \-) k 5 P t� 1 �, a s ( 1 q lAc� air : ` _ i r -)0 ' Q y- S4 L � IA C' G 1 C 5. 1 Protect: jlrY ('t( +. ` ' •��~ , � T pe of nspection• [ a at�f.1f.Q-� Date calle n 1 (1 w Special Address: S r( � �' 0 instructions: Date wan ed: isPOI ' Reque t 3 ^8S 93 P ione1: KfrA ;" r' INSPECTION RECO r Retain a copy ermit- INSPECTION NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd, #l00, Tukwila, WA 98 8 j l — 1 s'.p (206)431 -3670 Inspector: Date: ID_ a-0 D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes. 'Corrections required prior to approval. `J�.� ,e_3 1 i�'lr' r hW.� "" {�� h 9 t3:::!`, Der s J_ �;r.Y t 'i•F , '�; f•�,�5 , ; t+L y,.,�.. �a: , . d':�+i.iv.. . +tt�fiaii rz,_ •' ;�b�� �e�t7 ,.;6 +:':s�i`�.i. ia�Ea': �.;: �°- rh. ,v^,1:��'3:`�'"...,�i�+= z.�t+: ,rb::..;.• Z `. ft 2 w' UO • co w= J 1... w g J: u_ _ co z F 1- O W ~` U C O —to •. • 1_-- w w . u. �' . Z . w 0 z.. :. �.�roject: �D f Yu eau__ ln�ore�i� .51E5; COMMENTS: a - 6 ' tiS s h op 5 k , . )4 1 1 ?rcuck s- rvc. \UvA COL- e.) loll tvt s ,or rCtc S. \I SAE' WA "4 (3i 4y c 4 ,re l \)1-C W , S } 144 P r ,♦ h V f VAf' 7—"2- ri to > i?.. S L) pot *. LAci wu. -2-c h I n-Q, tA<" G k . Cl Y1f rA rc4 fP 10ac 1 4 ■ .. . Requester: lr. Phone: (9 NO 3gt0 -- 3593 �.�roject: �D f Yu eau__ ln�ore�i� .51E5; Ty of Inspe ion. ': C 's Orrtite Frc �ddr sc. Da: ca i Special instructions: Dat�w / a.m. �1 V ! P.m. Requester: lr. Phone: (9 NO 3gt0 -- 3593 r:r T r i 7 7 4:" . . .. r .. SPECTIION_ RECD etain. with permit SP'ECTIQN NQ`s:- . ,OF BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 n Approved per applicable codes. Corrections required prior to approval. Inspector: V,„„40- Date: 6 -0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r 1r"' s'�t:**+At3mb"_9','.�'�aa:`�c :":+'r+. g14:::s';,Azt 'atha s "4?,,AutasA'f:ezaauai, i t:9 jr,;k:. ,Vi"tt », COMMENTS: Type of Inspe &loh! 1 .)a ( ii-d)r d l.. � (ii.) Ov' 3011 -e S si 64 0 ev1s, 5h0 -p(— nie_ +0 tivtu4 - Date cal led 9....) a WS OA (S \L rr en 9 t ck 4 yp IL) 10 N 4,x Are f r)c4 ror��r.. ' 1 S \ s c c — 7 ft.. Prg • ct: -'; <n =' =t" ; 0 (A t; ..)- Type of Inspe &loh! 1 .)a ( ii-d)r d Address: Y { Date cal led Special instructions: , 1 + n ,J�n O r.n S qLete6t- 1 `" �� Date wante :� �p.m. Requester.� fi t f ( f PI rio c ) 3 to ^8,5 g INSPECTION REC Retain a copy ;;w it j INSPECTION NO. CITY OF TUKWILA BUILDING ,DIVISION. 6300 Southcenter Blvd,, # :Tukwila, WA '98188 �`_� "Ll.... t t Aa t w lW f% {�i ? .'.n? • +4:�%i�.1k. •S�'. ari 4 � lr.4.k,kt:.l'o'Ctifsa: (206)431 -3670 E Approved per applicable codes. Li Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: W u] O 0 U J = H U LL J � ▪ W Z W ▪ O -. U � • N O H • W u - U -O tii Z U N H I- O Z COMMENTS: Type of Inspection: Ffctr'rt) n I _..G� cGn'i S f iPerr 7 P F P I a Address: r- �c 500 Sorrh�er OM �� . Date called: V,; / Special instructions: f -?fl; A/C. _:r AJ �A/. s Fick(' S Reques rert t rr . / m 0"V G�"f r /q PPRai gf) > w .9.1/ p 7J (41.i1c6 t /S S o .c 02 -.$f> ‘tin/'.S" -- 19Pp • Project: 'U, YlAIY (A _ (ih•pnin Silas Type of Inspection: Ffctr'rt) n I Address: r- �c 500 Sorrh�er OM �� . Date called: V,; / Special instructions: Date want / O 1 ��PP ct Reques rert t rr • P one: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECOR Retain a copy with perrnr De) cP PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: 9/ 47, I47.00 REINSPECT ON FEE REQUIRED. nor. to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. all to schedule reinspection. Receipt No: Date: +'Z7�✓�:Li.j'.�` ii��ic i�`�: �:t*C. � "s� ti': �i f ,y` 4 'r' • ,,1 j.c Y k, y�',. n .: -z i.. , i` � -r, r 7�h e.�}�..: /,: 4. isS.:; ii !'r��.:i;s�:�'ii:'i•r:,hY..,u1 �i�s':. .'�'sii�l:'� a �ii'tK s1 Y i;;sl t x P ct: /j,• ' • •// av C`COMMENTS: 4 1 ,1 A I +s) r1 n Pr . V twt t - Of V\ ' O . r vi f J+t Tye of Inspection: r&- v 1 i q �p O /i any /� i c V \ t dfA of 1 r •,- -('1 f� r 0 V tri> vl' v , i v t v 1 Spa c4 , n yl 9. p l IcoC• '1' it C ( 1 h 5 0(.04 ivA g r rav k Date �� /O / r tP(4 1 r* ) r' .i -r) Ir0 141 Y1 I r`spc) 2;') 1r �S u . s c s i `4 tPe v re . l . C CAA v1 P(.4-10v\ 4 + c •e i 1 i 1 ?0:51-1- s-kir-,) u v{A \ VIA <' wt \391 5. P ct: /j,• ' • •// av 1 — / I ktfhs5hh;S Tye of Inspection: r&- v 1 i q d ss: 5G. f� Dat ca le J il d: 7 /O( Special instructions: Date �� /O / r Req ter: 1 ell eav ho P e: �,. l �f /661 INSPECTION RECTO Retain a-copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. ,Corrections required prior to approval. InspectorW •s)L Dater le- 0 ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . a YCr O tte &i`c ?fl'tCYS: at'iv. , ^' kl sit ..- ' :. l; yaxJr•` v'` ii%'' 1L>. c+ Ur :i'.'i'�.,y'�'fr`.4.�.%i,:.};; Proje : °'"Z �:. •...... r= ••+ AQ e. a . T of I gection: . lb / .ALL /L! Date called: ' / 7/6( Ad �0 s .C. r AA a.t I Special instructions: ' `V Date wanted / /�/ a.m. 1 v Pil€4 5 Re qu aster: / F Ph r ?OG\ (p — ?Sq3 Inspector: Approved per codes. INSPECTION RECOR Retain a copy with. permnt INSPECTION NO. ';,_ • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO... (206)431 -36 Corrections required prior to approval. COMMENTS: 1-1c-V-v,C rO t/ I 1r r% U ; v'Pal� Date: ' 1_— 0 I 1 a 1 $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt`No: Date: ;44.,4:tc"*.ns.e.47,7.4---$t4.4•14e;,'.; s -.174 - ,-, 4 .44; rr.r. ii'472 747; AMSTAWM.litalft)Satagiku....‘... Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: CT. 1)44 1.411,-tnAi 1. Authorized Signaiure 13' A4 0414a ( I -la Project Name -497titft Address City of Tukwila Fire Department ' TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ' t.90 S -( 0444.4...- ?I( Retain current inspection schedule Needs shift inspection X Approved without correction notice Approved with correction notice issued FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. b0 / Z.3 6. Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 5754439 1 J.- Oct 15 01 08:11a S E I Z M I C ENG / -2(_,\( 80;1 p.1 MATERIAL HANDLING ENGINEERING EST. 1985 RECEIVED C1c;T i 5 2001 DEVELOPMENT TEL : (909) 869 -0989 FAX : (909) 869 -0981 OVERTURNING ANALYSIS FOR BON MARCHE 500 SOUTH CENTRAL MALL SEATTLE, WA 98188 DATE : 10 /15 /01 ATTENTION: BOB BENEDICTO CC: MATEO VAZQUEAZ CC: JAY L[KNESS MR. BENEDICTO, PLEASE REFER TO FINDING 4.6. UNDER THIS SECTION ALLOWABLE SHEAR AND TENSION VALUES FOR HILTI KWIK BOLT -1l IN NORMAL WEIGHT CONCRETE MAY BE INCREASED BY 33 -1 /3% IN SHORT TERM LOADING DUE TO WIND OR SEISMIC FORCES. PLEASE NOTE THE FOLLOWING Tcap = 265 # x 1.33 = 353 #, Vcap = 400 # x 1.33 = 533 #. THEREFORE SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION. PLEASE FEEL FREE TO CALL ME WITH ANY FURTHER QUESTIONS YOU MAY HAVE. SINCERELY, 1 MYR / TORRES STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS PUSHBACK RACKS RACK BUILDINGS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS FLOW RACKS FOOTINGS SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES APPROVED ALASKA ARIZONA CALIFORNIA COLORADO CONNECTICUT GEORGIA IDAHO ILLINOIS I understand that the Plan Check approvals are subject to errors and • SEISMIC ANALYSIS OF STORAGE RACKS FOR BON MARCHE 500 SOUTH CENTRAL MALL SEATTLE, WA 98188 JOB #:01 -1323 L.. --- APR-12 2002 1 SEIZM IC MATERIAL HANDLING ENGINEERING EST. 1985 INDIANA OHIO KANSAS OKLAHOMA MICHIGAN OREGON MINNESOTA PENNSYLVANIA MISSOURI TEXAS MONTANA UTAH NEVADA VIRGINIA NEW MEXICO WASHINGTON WISCONSIN REVISION NC, CITY Of TUKWWA APPROVED OCT -32001 AS NOTED 8VILCING DIVISION RECEIVED CITY OF TUKWILA SEP 2 6 2001 PERMIT CENTER D01 -7-31, 161 ATLANTIC STREET • POMONA • CA 91768 • TEL : (909)869 -0989 • FAX : (909)869 -0981 Z _ 1- ~ w. re 6 J U: 00. ;moo w w O 2 g J = CJ: w I- Z I- 0 Z �- LIJ U o '0 1- >. w w; 0 U =f O Z em SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BON MARCHE FOR RAPID RACK SHEET NO. 2 OF 13 CALCULATED BY M.T. DATE 8/3/01 TABLE OF CONTENTS DESCRIPTION PAGE# COVER PAGE 1 TABLE OF CONTENTS 2 PROJECT SCOPE & PARAMETERS 3 GENERAL CONFIGURATIONS 4 SUMMARY & ELEVATIONS 5 LOADS & DISTRIBUTION 6 LONGITUDINAL & TRANSVERSE ANALYSIS 7 COLUMN ANALYSIS 8 RIVET CONNECTION CHECK 9 SHELF /BEAM ANALYSIS 10 TO 11 OVERTURNING ANALYSIS 12 SLAB & SOIL CHECK 13 ,;oui' a „qu.'.�:'iw'Y'1:...b `,. iirii MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LIGHT DUTY STORAGE RACKS PROJECT SCOPE THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE RACK SYSTEM COMPLIES WITH CHAPTER 22, DIVISION X OF THE 1997 UBC. PARAMETERS SHELVING UNITS & CATWALK SYSTEMS WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING FORMULA: SPECIFICATIONS WHERE: I r ill SEIZMIC INC. PROJECT Ca = 0.36 I = 1.0 R = 4.4 < == FOR BRACED FRAME R = 5.6 < == FOR MOMENT FRAMES W = LL /n + DL n= 2 1.4 < = == WORKING STRESS REDUCTION BON MARCHE FOR RAPID RACK SHEET NO. 3 OF 13 CALCULATED BY M.T. DATE 8/3/01 V = 2.5 xCax1xW /R <== SECTION 2228.5.2 &1630.2.1 STEEL - Fy = 36000 PSI BOLTS - A307 UNLESS OTHERWISE NOTED RIVETS - Fy = 55,000 PSI ANCHORS - 1/4"0 x 2" MIN. EMBD. HILTI KWIKBOLT II WEDGE ANCHOR ICBO #4627 SHELVES - PARTICLE BOARD OR PLYWOOD SLAB - 5 IN x 2500 PSI SOIL - 1,000 PSF SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. 4 CALCULATED BY M.T. BON MARCHE RAPID RACK OF 13 DATE 8/3/01 GENERAL CONFIGURATIONS: 1) POST 2) FOOT PLATE 3) ANCHOR 4 & 5) SHELF SUPPORT r L NOTE: THIS IS THE TRIBUTARY SYSTEM BEING ANALYZED. 7 1 .aw.:3::'74 +iN,r 1'. ".ti?uda ci;.r•S''%*'r�:fiPf •'?d:}i:6�'a'zR.ti'iGi�S�s.� ;5; ^iSia'7.�5f'�,�y„ SUMMARY: r I I SEIZMIC 156" NC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SUMMARY & ELEVATION ELEVATION: UNIT V -D /R SYSTEM 21 3/4" 16 1 /2" TYP. 1. COLUMN DBL ANGL STRESS = 0.49 OVERTURNING STRESS = 0.04 OK OK 48 1/2" PROJECT BON MARCHE FOR RAPID RACK SHEET NO. 5 OF 13 CALCULATED BY M.T. DATE 8/3/01 STRESS = 0.99 STRESS = 0.40 55 3/4" 31 1/2" 33" 33" CATWALK LVL BEAM 1 SRB OK DOUBLE RIVET CONNECTION OK SEISMIC ZONE - 3 WEIGHT/ LVL - 100 LB 12 1/2 55 1/2" 31 1/2" 33" 33" 1 W4 " BEAM 2 DRBZ STRESS = 0.09 STRESS = 0.39 STRESS = 0.26 OK SLAB & SOIL z .1- w >r � O 0 W = u- WO L a. a I _ la z � I- O. Z I-- U.1 O N : O H . W W. LL O w Z U N. O z LEVEL wx(DL + LL) hx wx hx Fi Movt #of shelves r N M d' Ul 165 LB 1.25 IN 206 0.1 LB 0 IN -LB 1.50 Shelf 220 LB 34.25 IN 7,535 4.8 LB 165 IN -LB 2.00 Shelf 220 LB 67.25 IN 14,795 9.5 LB 636 IN -LB 2.00 Shelf 1,061 LB 100.25 IN 106,352 68.0 LB 6,815 IN -LB 3.00 Shelf /cat 165 LB 156.00 IN 25,740 16.5 LB 2,567 IN -LB 1.50 Shelf TOTAL = 154,628 99 LB 10,183 IN -LB 10 shelves r i ES II M 1111111111 411 INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR BON MARCHE RAPID RACK SHEET NO. OF 13 CALCULATED BY M.T. DATE 8/3/01 LOADS & DISTRIBUTION RACK ANALYSIS WILL BE BASED ON CHAPTER 22, DIVISION X OF THE 1997 UBC, WHERE SEISMIC SHEAR IS DERIVED AS: #of SHELF LVLS = 10 SHELF LL = 100 LB /LVL DL /LEVEL = 10 LB /LVL TOTAL LL = 1,000 LB TOTAL DL = 100 LB # of CATWALKS = 1 CATWALK LL = 60.0 PSF CATWALK DL = 10.0 PSF TRIB WIDTH = 2.58 FT TRIB LENGTH = 4.0 FT TOTAL LL = 626 LB TOTAL DL = 104 LB SEISMIC SHEAR V= 2.5xCax1xW /R 1.4 <=== WORKING STRESS REDUCTION Ca = 0.36 1 = 1 R = 4.4 <== BRACED FRAMES R = 5.6 <== MOMENT FRAMES n= 2 <== ACTUAL SHELF LEVELS <== ACTUAL SHELF LIVE LOAD <== ACTUAL SHELF DEAD LOAD V= 2.5 x0.36x1 x(1000 LB /2 +100 LB+ 157 LB+ 104 LB) / 5.6 x 1.4 = 99 LB NOTE: THERE ARE ONLY 5 MOMENT beams THERFORE THE LOADS OF THE 10 SHELVES ARE DISTRIBUTED ACCORDINGLY, r ookomamilial ; SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY M.T. BON MARCHE RAPID RACK OF 13 DATE 8/3/01 TRANSVERSE ANALYSIS COLUMN FORCES Mbase = 0 IN -LB < = =BASE ASSUMED TO BE PINNED Pcol(seismic) = Movt /d = 849 LB Vcol = V/2 = 49 LB Mcol(1 -1) = Vcol x hi - Mbase = 49 LB x 1.25 IN - 0 IN -LB = 62 IN -LB Mcol(2 -2) _ [Vcol - EFi /2] x hi /2 Pcol(2 -2) = 833 LB < == COLUMN CHECK [49 - 0.1] LB x 33 IN / 2 = 814 IN -LB Mcol(3 -3) = 7751N-LB Mcol(4 -4) = 697 IN -LB Mcol(5 -5) = 229 IN -LB BEAM TO COLUMN MOMENTS Mconn(1 -1) = [Mcol(1 -1) + Mcol(2 -2)] / 2 = 438 IN -LB Mconn(2 -2) = 794 IN -LB Mconn(3 -3) = 736 IN -LB Mconn(4 -4) = 463 IN -LB Mconn(5 -5) = 115 IN -LB Pcol(1 -1) = 915 LB Pcol(3 -3) = 723 LB Pcol(4 -4) = 613 LB Pcol(5 -5) = 83 LB < == CONNECTION CHECK SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY OF M.T. BON MARCHE RAPID RACK 13 DATE 8/3/01 COLUMN ANALYSIS -DBL ANGLE ANALYZED PER AISI & THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Ptotal= 1,682 LB Mmax= 814 IN -LB KxLx /rx = 1.2 *33 IN/0.6198 IN = 63.9 KyLy /ry = 1.2 *33 IN/0.8144 IN = 48.6 AXIAL Fe= irA2E /(KL/r)maxi\2 = 71.3 KSI Fy /2= 18.0 KSI SINCE, Fe > Fy /2 THEN, Fn= Fy(1- Fy /4Fe) = 36 KSI*[1 -36 KSV(4 *71.3 KSI)] = 31.5 KSI Pn= Aeff *Fn = 14,164 LB f2c= 1.92 Pa= Pn /ffc = 14164 LB/1.92 = 7,377 LB P /Pa= 0.23 > 0.15 FLEXURE CHECK: P /Pa + (Cmx*Mx)/(Max*px) 5 1.33 P /Pao + Mx /Max 5 1.33 Pno= Ae *Fy = 0.45 INA2 *36000 PSI = 16,209 LB Pao= Pno /f)c = 16209 LB/1.92 = 8,442 LB Myield =My= Sx *Fy = 0.157 IN'3 * 36000 PSI = 5,667 IN -LB Max= My/Clf = 5667 IN- LB/1.67 = 3,394 IN -LB Pcr= rrA2EI /(KL)maxA2 = uM2 *29500000 PSI/(1.2 *33 IN)A2 = 32,116 LB THUS, < = == (KI /r)max 14 ga. 1 7/8" (1682 LB/7377 LB) + (1 *814 IN- LB)/(3394 IN- LB *0.9) = 0.49 < 1.33, OK (1682 LB/8442 LB) + (814 IN- LB/3394 IN -LB) = 0.44 < 1.33, OK 1 7/8" SECTION PROPERTIES t = 0.075 IN Aeff = 0.450 INA2 Ix = 0.173 INA4 Sx = 0.126 INA3 rx = 0.620 IN ly = 0.299 INA4 Sy = 0.157 INA3 ry = 0.814 IN Kx = 1.20 Lx = 33.0 IN Ky = 1.20 Ly = 33.0 IN Fy= 36 KSI E= 29,500 KSI flf= 1.67 Cmx= 1.00 Cb= 1.0 ux= { 1 41 -(0c*P/Pcr)BA -1 = 11/[1- (1.92 *1682 LB/32116 LB)] }A -1 = 0.90 1-- W' ce 6 J U 0 0 W =; - J f- w o ui = d; Z H O Z 1- U N` p1- • W W H V I I= O U co: O z IC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY OF M.T. BON MARCHE RAPID RACK 13 DATE 8/3/01 CHECK CAPACITY OF DOUBLE RIVET BEAM CONNECTION SINCE THE FRAME IS ASSUMED TO RESIST THE SEISMIC LOADS AS A MOMENT RESISTING FRAME, THE CAPACITY OF THE RIVET BEAM CONNECTION SHALL BE DETERMINED. Mconn= 794 IN-LB CAPACITY OF STUD IN SHEAR Vallow= 0.4 * Fy * AREA * 1.33 = 1,309 LB Mallow= Vallow * d = 1,964 LB > Mconn OK 1/4" DIAM. RIVET @ 1-1/2" AREA= 0.049 INA2 Fy= 50,000 PSI • SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SHELF ANALYSIS THE SHELF SHALL BE ANALYZED TO DETERMINE THE ADEQUACY OF THE COMPONENTS TO CARRY THE GIVEN STATIC LOADS. ASSUME SIMPLY SUPPORTED END CONDITIONS. SHELF LOAD(DL +LL) = 100 LB /LVL BEAM TYPE 1: SRB BEAM TYPE 2: DRBZ Mmax = wLA2 /8 = (100 LB * 0.5) *(48)/8 = 300 IN -LB fb= M/S = 300 IN-LB/0.01 4 IN"3 = 21,429 PSI Fb= 0.6 *Fy = 0.6 * 36000 PSI = 21,600 PSI fb /Fb= 0.99 Mmax = wLA2 /8 = (100 LB * 0.397) *(48)/8 = 238 IN-LB fb= M/S = 238.01 652892562 IN-LB/0.1 244 INA3 = 1,913 PSI Fb= 0.6 *Fy = 0.6 * 36000 PSI = 21,600 PSI PROJECT fb /Fb= 0.09 < 1.0 BEAM TYPE 1 OK BON MARCHE FOR RAPID RACK SHEET NO. 10 OF 13 CALCULATED BY M.T. DATE 8/3/01 BEAM TYPE 1: SRB Sx= 0.01401NA3 L= 48.0 IN d= 12.5 IN Fy = 36,000 PSI BEAM TYPE 2: DRBZ Sx= 0.1244INA3 L= 48.0 IN d= 12.5 IN Fy = 36,000 PSI z U O: CO p' • W =. w O; .z F. Z 0 � D. O 13 l-, • w W; - O ti.i z UN O z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 CALCULATED BY PROJECT FOR SHEET NO. 11 BON MARCHE RAPID RACK OF 13 M.T. DATE 8/3/01 BEAM ANALYSIS ANALYZE BEAM AS HAVING PINNED CONNECTIONS. DEFLECTION Aallow =L/240 = W = LOAD*TRIB WIDTH = 65 PSF * 4.04 FT = 262.71 LB /FT V= W *L /2 = 262.71 LB /FT * 2.58 FT /2 = 339 LB M = WLA2 /8 = 263 LB /FT * (2.58 FT)A2 *12/8 = 2,630 1N-LB Fb = (0.6) *(Fy) = 0.6 * 36000 PSI = 21,600 PSI fb = M /Sx = 26301N- LB/0.164 INA3 = 16,035 PSI fb /Fb= 16035 PSI/21600 PSI = 0.74 <_ 1.0 OK A= 5WLA4 /(384EI) = 5 *263 LB /FT *(2.6 FT)A4 *1728/(384 *29.5X10A6 PSI *0.32 INA4) = 0.030 IN 0.129 IN OK V M max w ■ L Mmax SUPPORT BEAM: LOAD= 65 PSF TRIB WIDTH= 4.0 FT L= 2.6 FT Fy = 36,000 PSI Ix = 0.320 INA4 Sx = 0.164 INA3 z= :,„ W -. 2 -I O U0; k : CO O : NWr• • W =. 'J I- W O: H W z � 1.0 z 1— 111 Lu: 0 H; W ZU Z . W z 11+ • MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 OVERTURNING ANANLYSIS /STATIC UNITS 1/4" INC. FULLY LOADED: Movt = 1 0,1 83 IN -LB Mst = 10,655 IN -LB Th PROJECT BON MARCHE r RAPID RACK SHEET NO. 1 Z OF 13 CALCULATED BY M.T. DATE 8/3/01 Puplift = (Movt x 1.15 - Mst) / d = [11711 - 10655] IN -LB / 12 IN = 88 LB EL n EL 5 EL 4 EL3 F3 EL2 F2 EL 1 / F 1 FI 0.. / F4 F5 INTERACTION EQN. [88 LB/ 707 LBJA(5 /3) + [49 LB/ 1067 LBJA(5 /3) = 0.04 < 1.0 THEREFORE OK d = 12.0 IN ALLOWABLE TENSION = 353 LB ALLOWABLE SHEAR = 533 LB # OF ANCHORS/ B.P. = 2 �S H� �-- c4 2 J U U0 ► N w w CO LL 0 u. a: I— al Z H 0 Z f- . 1 : ) 0 Y la H 111 u j w z ` 0 co 0 H: Z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. 15 OF CALCULATED BY M.T. BON MARCHE RAPID RACK 13 DATE 8/3/01 SLAB AND SOIL PER THE 1997 UNIFORM BUILDING CODE. THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. CONCRETE IS REINFORCED. (A) PUNCTURE P = (1.4)(Pcol) +(1.7)(Mot /d) = (1.4) *(1681.53165255274) + (1.7)(101831N- LB /121N) = 3,797 LB Fpunct = (2.66)(F'cA0.5) <== (SECTION 1922.5.4) = (2.66) *(2500 PSI)A0.5 = 133 PSI Apunct = [(Weff. +t /2) +(Deff. +t /2)](2)(t) = [(3.75 IN + 5/2) + (2.375 IN + 5 IN/2)] *(2) *(5 IN) = 111.3INA2 fv /Fv = P /[(Apunct)(Fpunct)] = 3797 LB/[(111.25 INA2) *(133 PSI)* 0.65] (B) SLAB TENSION Mconc = (w)(bA2) /2 = [(1.33)(fs)(bA2)]/[(144)(2)] = [(1.33) *(1000 PSI) *(6.15 IN)A2]/[(144)(2)] = 174 IN-LB Sconc = (1)(tA2)/6 = (1) *(5 IN)A2 /6 = 4.17 INA3 Fconc = (5)(0)(f'cA0.5) = (5) *(0.65) *(2500 PSI)A0.5 = 162.5 PSI fb /Fb = Mconc /[(Sconc)(Fconc)] = 174.4 IN- LB/[(4.17 INA3) (162.5 PSI)] 10.39 < 1.33 OK Asoil = P /[(1.33)(fs)] = 3796.76 LB/[(1.33) *(1000 PSF /144INA2 /FTA2)] = 411.1FTA2 L = AsoiIA0.5 = (411.08 FTA2)A0.5 = 20.3 IN B = [(Weff.)(Deff.)]A0.5 +t = [(3.75 IN) *(2.375 IN)]A0.5 + 5 = 8.01N b = (L -B)/2 < == (SECTION 1922.7.5 (3)) CONCRETE = (20.28 IN - 7.98 IN) /2 t = 5.0 IN = 6.1 IN f'c = 2,500 PSI (SECTION 1909.3.5) BASE PLATE Weff. = 3.8 IN Deff. = 2.4 IN 0.26 < 1.33 OK SOIL fs = 1,000 PSF 0= 0.65 DEPTH= 12.0 IN Mot= 10,183 IN -LB Pcol= 1,682 LB , 40 PERMIT C00Riop PLAN REVIEWJ SLIP CTIVITY NUMBER: D01 -236 DATE: 10 -08 -01 PROJECT NAME: BON MARCHE WOMEN'S SHOES REMODEL SITE ADDRESS: 500 SOUTHCENTER MALL DEPARTMENTS: Buildi 'vision dkP to-it-of Public Works Original Plan Submittal Response to Correction Letter # XXXX_Revision # 2 After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete `l 1 Incomplete Comments: TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: 11 Approved 1 1 Approved with Conditions n Response to Incomplete Letter # Planning Division Permit Coordinator DUE DATE: 10-09 -01 Not Applicable No further Review Required DUE DATE 11 -06 -01 Approved with Conditions n Not Approved (attach comments) Not Approved (attach comments) DATE: REVIEWER'S INITIALS: DATE: 11 REVIEWER'S INITIALS: DATE: DUE DATE �z. • w JU O 0 � NO N w w= u. w ga �. f w . z �_ w o o. O co O 1- w H -- u. O Z Lu _co O ~ z ACTIVITY NUMBER: D01 - 236 DATE: 10 -08 -01 PROJECT NAME: BON MARCHE WOMEN'S SHOES REMODEL SITE ADDRESS: 500 SOUTHCENTER MALI.. Original Plan Submittal Response to Correction Letter # XXXX Revision # 2 After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: X Building Division Public Works Complete Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION QF COMPLETENESS: (Tues., Thurs.) Incomplete Structur: ' evi -w Required APPROVALS OR CORRECTIONS: (ten days) Approved o ditions CORRECTION DETERMINATION: Approved n Approved with Conditions Planning Division n Permit Coordinator DUE DATE: 10-09-01 Not Applicable Comments: No further Review Required DATE: 10 - 9 - 2ck0 DUE DATE 11 -06 -01 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Not Approved (attach comments) DATE: V - C1 - 2001 DUE DATE ACTIVITY NUMBER: D01 -236 PROJECT NAME: Bon Marche — Women's Shoes DATE: 9 -27 -01 SITE ADDRESS: 500 Southcenter Mali SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division 1 ' (O -2-o( Public Works Complete TUES /THURS ROUTING: Please Route Approved Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention © K!e.‘ to-2.- Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Ei Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-2-01 Not Applicable No further Review Required DUE DATE 10 -30 -01 Comments: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: z re -J o U CO 0 0 . W F u) u - w 0 Q co a = W z � F- �0 z I- iu U O N wW 7: U w z . F-- I . O z ACTIVITY NUMBER: D01 -236 PROJECT NAME: Bon Marche — Women's Shoes DATE: 9-27-01 SITE ADDRESS: 500 Southcenter Mall SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # /t Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Approved TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Approved wjth Conditions CORRECTION DETERMINATION: Approved Fire Prevention Structural Incomplete Approved with Conditions \PRROUTE. O ��\ y` --//vv 11 tt// D 5199 � 1 t/k. p,6 REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE: 10 -2 -01 Not Applicable No further Review Required DUE DATE 10 -30-01 Not Approved (attac com rents) DATE: 1 / DUE DATE Not Approved (attach comments) DATE: r a k4 •C ,� 1 vtQ � \ deci Aso N u' IA Latl� l,e_ . x�< v4, 1f+ rNAtdPl R�" i�T+ ti. NSe'. W3. tTL+ R. fi'^. 31l �V:.: d�nwurew , y,.�:rn..vr+;;a.>+.u..x..n..w. . u.,,�e+MNS.vlurtwb¢+�LftSM+ a :mo 6 -J U O row w =. -4-- • u. w 00 Q Z w z � I0 - � U O - 0 W • W O El . z U S O~ Z DEPARTMENTS: Building Division Public Works Complete TUES /THURS ROUTING: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -236 DATE: 9-27-01 PROJECT NAME: Bon Marche — Women's Shoes SITE ADDRESS: 500 Southcenter Mall SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Y Revision # 1 After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Please Route Structural Review Required REVIEWER'S INITIALS: c L 53 APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-2-01 Not Applicable No further Review Required DATE: id al 01 DUE DATE 10 -30 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 - 236 DATE: 08 - - PROJECT NAME: BON MARCHE - WOMENS SHOES SITE ADDRESS: 500 SOUTHCENTER MALL XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is. Issued DEPARTMENTS: � Buildin ivision ICI Fire Prevention C53 AID& (Z-ol - 4i, ff ~3 �I Pu ^ li � j Woks '+�- Structural ii'A rkc $--2 -U1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete M Incomplete n Comments: TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: REVIEWER'S INITIALS: Planning Division TZ-b? Permit Coordinator DUE DATE: 08-02-01 No further Review Required DUE DATE 08 -30 -01 Approved with Conditions ri Not Approved (attach comments) Not Applicable n Not Approved (attach comments) n DATE: DUE DATE DATE: DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP CTIVITY NUMBER: D01 -236 DATE: 08 -01 -01 PROJECT NAME: BON MARCHE - WOMENS SHOES SITE ADDRESS: 500 SOUTHCENTER MALL XX 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.) Complete Incomplete n Not Applicable Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved WRROUTE.DOC 5/99 Struct al Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved v\ ith fondition Approved with Conditions n REVIEWER'S INITIALS: DUE DATE: 08-02-01 No further Review Required DUE DATE 08 -30 -01 Not Approved (atta DATE: Planning Division Permit Coordinator n com ents) DUE DATE Not Approved (attach comments) n DATE: • 1 PERMIT NO.: D&I Z 3 (o BUILDING PERMITS 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 Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 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 ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 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 Special -Reinf Gypsum Concrete ❑ 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 -Smoke Control System TENANT NAME: CONDITIONS Plan Reviewer: Permit Tech: l,J ovvi evI5 6h des 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report 0012 New ceiling grid & light fixture shall meet lateral `� bracing SCI 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 0019 All construction to be done in conformance w /approved plans n "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 0022 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 0027 Validity of Permit �❑ 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I 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 TI 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 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 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 of TMC 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...." ❑ " Reroof' Date: Date: 0 �� f bl ACTIVITY NUMBER: D01 -236 DATE: 08 -01 -01 PROJECT NAME: BON MARCHE - WOMENS SHOES SITE ADDRESS: 500 SOUTHCENTER MALL XX 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 TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Comments: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Incomplete Structural Review Required REVIEWER'S INITIALS: Approved n Approved with Conditions REVIEWER'S INITIALS: GJ CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n No further Review Required Not Approved (attach comments) DATE: g /3/ DUE DATE Not Approved (attach comments) DATE: Planning Division Permit Coordinator DUE DATE: 08-02-01 Not Applicable DUE DATE 08 -30 -01 DATE: ACTIVITY NUMBER: D01 - 236 DATE: 08 - - PROJECT NAME: BON MARCHE - WOMENS SHOES SITE ADDRESS: 500 SOUTHCENTER MALL XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP I n TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 08-02-01 Not Applicable No further Review Required DATE: N 0 DUE DATE 08 -30 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: .;i�a+.:.i;•�3,:, v'G +:a,s�:v;.,'..,:�., v,:: ��c`: wn4>'.. ir:n ti: Fr:; s, u4::,. ti+... tii: w: a Y i's�ik::a"�;tr;eh!h'�s�R$+P.'ri W. ; 'kW (' +`,. +° ACTIVITY NUMBER: D01 -236 DATE: 08 -01 -01 PROJECT NAME: BON MARCHE - WOMENS SHOES SITE ADDRESS: 500 SOUTHCENTER MALL XX 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 n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIAL APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 I PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required n n u Planning Division Permit Coordinator DUE DATE: 08-02-01 Not Applicable No further Review Required DATE: 0 g,01 DUE DATE 08 -30 -01 Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved n Approved with Conditions ri Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: Z _ 1- � 00 a ) w w = J1.. w = Z �. �- O . Z i— Lu U 0 c o O— []I— ww H U .. Z. co _ : O ~. Z Revision No. Date Received Date Issued i Staff I Initials a l I Date ` -Staff Issued I Initials J 1 9 7-0I lei 1 10 - w -0I i u kt4-- Summary of Revision: A i 1A . 1. .. C� , • / 1 Received By: l � ._ Revision No. . Date Received Staff Initials Date Issued Starr Initials a l I Summary of Revision: Received By: • Received By: Revision No. Date Received Staff Initials Date Staff Issued Initials _ Summary of Revision: Received By: Revision No. 1 Date Received Staff Initials Date Staff Issued Initials I � Summary of Revision: Received By: PROJECT NAME: $41 / . Jilt' Wow1e,n5 gleMS PERMI HO:.. AO / — .2 36 Site Address: 500 .5 tJ hCe(i1Ct' YYlaJ( -- Original Issue Date: Revision No. Summary of Revision: .Go Date Received j0- •S - -01 REVISION LOG Starr Initials sods' Date Issued (please print) Starr Initials /0 - /0-DI I (JCC Received By: J,4 1 k ,.i 4054 (please print) (please print) please prin 1 xz re 1.1 6 U O U)w • u_ ui L = i w z � 1-- 0 Z F- LU 0 O - O 1— W W L 0 w 0 H z .Dale: (0 /5 /01 • ReSht►nSC to incomplete Letter 11 • Response to Correction Letter 11 Revision it ', alter Permit is 1SSued Project Address: Contact Person: Summary 01 -ti Received at the City of i ukwila Permit Center by: Entered in Sierra on 0 T %L-L. j�v c_lc Plan Check /I'crntit Number: • City of Tukwila Department q t . Comnnurily Development - Permit Center 6300 Southeentcr 13Ivd, Suitt 100 Tukwila, WA 9 8 1 8 8 (206)/131 -3670 REVISION SUBMITTAL Revision submittals must he submitted in person at the Permit Center. Revisions 11'!!! not be accepter) through the mail, fax, etc. 01 24 Dot -Z3fr Project Name: Gov / 4.2C 14 K- 51400. PL-PT Re-moot-4_ Phone Number: (Zv> 622— 8443 M n/nri - h .J 1 "4 . , 7h' E. CI / 2 - i - 6/ t , PP-&) 1 olc.To 1 61.•I I fit' i" nl6 PE CENTER Sheet Nuntber(s): d --1 , 2. -4 '- - 1 "Clout)" or highlight all areas of revision including dote of revision (18130/(10 t) w J U. U 0: CO W =: — I CO 0 ' W 0 • .. • u. Q _ : Z ' 0 Z 1—.. gi O 1.... . W ? 2 U ; W Z El Response to liicomplete Letter I/ 0 Response to Correction Letter -Revision 11 I_ after Permit is Issued Received at the City olTukwila Permit Center by: 0 Entered in Sierra 011 city qf Tukwila Department of Community Development - Permit Center 6300 Southcentcr Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fix, etc. Date: 1 7-0 / Plan Check/Permit Number: ° k — Project Name: Project Address: 5 a -e pi 41_ /-/..--e-/ ca 9 eieg< Contact Person: 3 fir) L \Z 1/1.4/1 Phone Number: V 2. 5 2 S / Summary of Revision: EJ-1,- /4 -to n. / 51„ RECEIVED CITY OF TUKWILA SEP 2 7 2001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date qf revision 08/30/00 June 3, 2002 Jay Likness 18852 72nd Ave S Kent, WA 98032 RE: Permit Application No. D01 -236 500 Southcenter Mall Dear Permit Holder: city of Tukwila Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to July 24, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection Xc: Permit File No. D01 -236 Bob Benedicto, Acting Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 vv�i:ek" April 26, 2002 Mr. Randy McGreal, Director of Construction The Bon Marche 1601 Third Avenue Seattle, WA 98181 RE: Southcenter Bon Marche Women's and Men's Stockroom. Permit # D01 -236 Subject: Headroom at storage fixture. Dear Mr. McGreal: I have reviewed your request for a modification to UBC 1003.2.3.4 and I have been in contact with Jay Likness of Puget Sound Builders with regards to the sprinkler system. Mr. Likness has indicated to me that the sprinkler heads over the walkway (of the storage fixture) have been recessed into the ceiling. Based upon your letter of April 26, 2002 and the condition that the sprinkler heads are no longer extending below the ceiling line at the walkway, I am approving your request for a modification to the 7' -0" clear height requirement. Please be advised that this modification is granted for this individual case and will not be considered for any future tenant improvements at the Bon Marche Southcenter. This letter will address one of the final issue of permit # D01 -236. Please call for final inspection at your earliest convenience. If you have any questions or need further assistance with this matter, please feel free to call me at (206) 431 -3670. Sincerely. Tukwil •'Buil• ng Divisio Robert Benedicto, Building Official Cizy of Tukwila Department of Community Development Steve Lancaster, Director cc: Dave Larson, Sr. Building Inspector Don Tomaso, Fire Marshal Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 6 Uo. N 0 CO W.= W D` 2 g • co d Z F — 1- Z W W;. i 0 LLI H: . - 0 Z' U N o 74eBONNAI?(llt STORE PLANNING DEPARTMENT Third Avenue & Pine Street Seattle, WA 98181 April 17, 2002 Mr. Robert Benedicto Building Official 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Headroom at storage mezzanine. Dear Mr. Benedicto: WASHINGTON OREGON City of Tukwila RECEIVED APR 2 4 2002 COMMUNITY DEVELOPMENT RE: Southcenter Bon Marche Women's and Men's Stockroom. Permit #D01 -236 Thank you for your letter indicating the exit aisles on the upper level of our shoe stockrooms did not meet the conditions of UBC 1003.2.3.5 for a clear height of not less than 7' -0" measured vertically from the walking surface to the lowest projection from the ceiling or overhead structure. Accordingly, you offered that we could request relief if we could answer certain questions adequately. We would like to pursue that course. We request a modification from this Code requirement for the following reasons: 1. Strict application of the Code is impractical since this is a stockroom and requires lighting in the aisles to read shoebox sizes and model numbers. Further, the lighting cannot be raised since the above ceiling space is filled with mechanical ductwork lying directly above the plaster lid. 2. We have installed protective wire covers on the lights to prevent someone bumping and breaking a Tight bulb. 3. Bon Marche management is aware of this condition, but to ensure everyone is knowledgeable of this communicatrion I have cc all the relevant managers in the Bon Marche (see list at the end of letter). 4. Bon Marche Management is willing to accept this condition as not being a hazard. We will install signage and staff this space so no employee is endangered from our perspective. 5. By allowing this Code modification we do not expect any lessening of any fire protection requirement. MONTANA IDAHO WYOMING t r� r ..+..;2u it! ",. iu:'�;ti.:;or ... n�,:v . ^,sid•i 4 a .;i z*:;.F.'!S t w . ,o „err.:- z- ,,...,.�. Thank you for considering our request. Sin - rely, Randy McGre. I Director of C. struction . cc Dan Edelman, CEO Peter Sachse, President Jan Harper- Johnson, Director of Stores Jean Christopherson, Southcenter Store Manager Chuck Hagedorn, South Region Operations Manager Angie Freeman, Southcenter Visual Manager Linda Tevis, Southcenter HR Manager Louise Walls, Southcenter MTM Mary Cole, Southcenter MTM Sherry Davis, Southcenter MTM Sandi Ballou, Southcenter MTM Kris Isakson, Southcenter MTM Douglas Chantry, Region Director of Maintenance Wade Hawkins, Asst. Regional Director of Maintenance John Morelli, Director of Loss Prevention Brian Shaw, Southcenter Loss Prevention Manager Tom Polich, VP Capital Control and Store Planning, David Varon, Director of Store Planning City of Tukwila Department of Community Development Steve Lancaster, Director 2002 Mr. Randy McGreal, Director of Construction The Bon Marche 1601 Third Avenue Seattle, WA 98181 RE: Southcenter Bon Marche Women's and Men's Stockroom. Permit# D01 -236 Subject: Headroom at storage mezzanine. Dear Mr. McGreal: The aisles on the upper level of the stock shelving structure serves as the exit access for the means of egress system of the stockroom. The means of egress system is required to have a clear height of not less than 7 feet measured vertically from the walking surface to the lowest projection from the ceiling or overhead structure. UBC 1003.2.3 Where there is practical difficulties in carrying out this provision of the code, a modification for individual cases may be considered provided that certain conditions are met. Provide a letter from a responsible person in charge of the Southcenter Bon Marche store. The letter should request a modification to the subject code requirement and address the following questions: 1. What special individual reason makes the strict letter of the building code impractical? 2. What specific measures will be taken to mitigate this condition? 3. Is the Bon Marche management aware of this non -code complying condition? 4. Is the Bon Marche management willing to accept this condition as not being a hazard to personnel who will use this space? 5. Will this condition lessen any fire protection requirements? Your reply will help us provide a prompt response so that we may close out this permit. Please call me at (206) 431 -3675, if you have any questions or if I may be of further assistance. Sincerely, Robert Benedicto Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 B alance Due: N eed 'Current Contractor Registration Card (] Yes No Need to Enter Contractor Information in Sierra: D Yes IT No • Balance Due: ...$ Need `. Current Contractor Registration Card: Yes Need to Enter Contractor Information in Sierra: El Yes r .. L'thr� ` gas- a� i����� Z F-- IX W= 00 W LLI I J H w J N = W Z uj CI O • N O H: ' • W 2 !— u' O : .. U co, O z (4 Balance Due: ...$ Need `. Current Contractor Registration Card: Yes Need to Enter Contractor Information in Sierra: El Yes r .. L'thr� ` gas- a� i����� Z F-- IX W= 00 W LLI I J H w J N = W Z uj CI O • N O H: ' • W 2 !— u' O : .. U co, O z iii +d :{'• :;;•::+ r{::': y , }.•.; : {;!:t; >:•;: +:! •2:. • ;t• }' <••: rise:' •:,;,•r>rx :x +•r..: :: ::: : : : :: • ; :: : : s : }.; ,.. ,; ex :• e .t.a;.; . , :.. t . : , <:. {. >.o� <, +; :; h;} t.:: r,: 2 ; + .; ;; % ::: {'t %:{rvf• {'•'••:'t; 2 :::$ r�� �r%6j 3 •r# a.;..r. ra:t; +•r %r ;S.. ; r + . X < ..0 ,:sxy� :r :��.<.: :.:� ::�:• . •� :ot����d >C�rii�f�:�: f i b { . � r:r�x.r.:, >r,.;:�:; >: r• p1' .<:: {:. .vb. :... :..) S . {+. Sta ..1X` �:x,,it�.izx'snra?•x•.yt.•`i t rr:^ ;, 1 ALL CONSTRICTION SHALL COMPLY WITH THE FOLLOWING CODES (LATEST EDITONS) UNIFORM BUILDING CODE NATIONAL ELECTRICAL CODE UNIFORM FIRE CODE BULLETIN •3 UNFORM MECHANICAL CODE AND LOCAL CODES AND ORDINANCES LUNCH ARE MORE STRINGENT. 2. CONTRACTORS 51-1ALL INSPECT SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE STARTING WOK. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SNOIIN ON THE DRAWINGS AND ACTUAL FIELD ME/NTS. NOTIFY STORE PLANNING F ANY DISCREPANCIES ARE FOUND. 3. CONTRACTOR'S DUTIES SHALL INCLUDE: A PROVIDE AND PAY FOR: 1 LABOR MATERIALS, AND ECd)IPI' u NI. 2. TOOLS AND MACHNERY. 3. OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXEDITION AID COMPLETION OF THE WOW INDER THIS CONTRACT. B. SECURE AND PAY FOR ALL PEWITS, LICENSES AND FEE5. C PAY ALL REQUIRED TAXES AND LABOR D. GIVE WRITTEN NOTICE OF CHANGES OR SUBSTITUTIONS @4 ADVANCE FOR .APPROVAL. E. ALL DESIGN CHANGES TO BE APPROVED BY STORE PLANING WORK WITHOUT UR111EN APPROVAL MAY BE ASKED TO BE Ck1A1JGED AT NO EXPENSE TO THE OWNER 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER COORDINATION OF WORD OF ALL TRADES AND TO INSURE THAT ALL ROORNG, WALLS, Of NING5, LIGHTING, VENTS, GRILLES, SPRINKLERS, CONDUITS, AND PIPING ARE PROVIDED FOR AND PROPER -Y INSTALLED AND PROPERLY LOCATED. 5. WHENEVER FEASIBLE, CONCEAL ALL ELECTRICAL MD MECHANICAL ITEMS N NEW CONSTRUCTION. COORDINATE ALL EXPOSED ITEMS WITH STORE PLAN4NG 6. VERIFY DEPTH AND LOCATIONS OF EXISTING FRAMING. PROVIDE ADDITIONAL BLOCKING AS REQUIRED. PATCH AND REPAIR WORK TO MATCH EXIST ADJACENT SURFACES. PATCH ALL SURFACES DAMAGED OR DISFIGURED BY WORK UNDER THIS CONTRACT: NCLUDNG HOLES LEFT BY THE REMOVAL OF EXISTING ITEMS OR EQUIPMENT. FINISH ALL EXPOSED SURFACES. 1. WHERE WALLS ARE NOTED TO BE REMOVED, PATCH ALL ADJACENT SURFACES WALLS, CEILING, AND FLOORS AS REOAIRED PER FN1514 SCHEDULE S. CONTRACTOR TO PROVIDE DUST BARRIER DURING DEMOLITION AND CONSTRUCTION. S. CONTRACTOR IS RESPONSIBLE FOR THE DAILY CLEAN UP AND REMOVAL CF DEBRIS BEFORE LEAVING JOB SITE. 10. CONTRACTORS ARE TO SUBMIT "AS- BUILT DRAWINGS OF ALL MODIFICATIONS TO 14VAC, MECHANICAL, ELECTRICAL, SPRINKLERS, AND PARTITIONS TO THE BON MA(d:l$ STORE PLANING DEPARTMENT UPON COMPLETION CF THIS JOB. IL CONTRACTOR TO PROVIDE (3) THREE SAMPLES OF EACH PANT AND FINISH MATERIALS AS AS SPECIFIED. ALL SAMPLES TO BE REVIEUED AND APPROVED BY STORE PLANNING. 12. ALL CONTRACTORS TO COMPLY WITH THE BON MARCH 5EOJRI1T POLICES. B. ITEMS SPECIFIED ON THIS PROJECT SHALL BE ORDERED WITHIN TWO UEJ3K5 CF THE BID AWARD TO MEET CONSTRICTION SCHEDULES. ANY EXPENSE DUE TO UNTIMELY DELAYS AND SELECTION OF ALTERNATES SHALL NOT BE TO THE OWNER 14. ALL IDENGN CHANGES TO BE REVIEWED AND APPROVED BY STORE FLAMM ANY WORK PERFORMED WITHOUT APPROVAL MAY BE ASKED TO BE CHANGED AT NO EXPENSE TO OUTER 15. THE INTENT OF THE DRAWINGS IS TO SHOW GENERAL W.OPE OF THE WORK. METHODS AND MATERIALS NOT EXPLICITLY IMPLIED ARE INTENDED TO BE CONTRACTOR DESIGNED WITH METHODS, MATERIALS, AND P'ROCEEDUT'�ES SUBMITTED TO OWNER PRIOR TO START OF WORK N SPECIFIC THE AREA 15. ALL SPRINKLER MODIFICATIONS TO BE PERFOR BY A LICENSED PROFESSIONAL PER CITY CF TUKWILA CODE. 11. IT 15 THE RESPONSIBILITY OF NE GC TO CONTACT THE ARCHITECT/RE BON STORE PLANNING OF ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THE DRAWINGS. B. IF BID SETS ARE SEPARATED FOR ANY REASON IT 15 THE RESPONSIBILITY OF BIDDING PARTIES TO CLARIFY ALL REFERENCE NOTES W/ GENERAL NOTES ON SHEET 0 -1 MANDATORY CLEANING REQUIREMENTS 1 THE CONTRACTOR 15 RESPONSIBLE TO MANTAN THE CLEANEST POSSIBLE JOB SITE. 2. DUST BARRIERS ARE TO BE PROVIDED DURING DEMOLITION AND CONSTRUCTION 3. THE JOB 517E 15 TO BE SLEPT AND OR VACUUMED AT THE END OF EACH ILORK SHET BY EACH TRADE. N ADDITION TO ALL PILES OF DISCARDED BUILDING MATERIALS, DEBRIS AND RUBBISH, ETC. ARE TO BE REMOVED FROM THE SITE DAILY. 4. VA.CUIJM SANDERS ARE TO BE USED ON SHEETROCK W 5. A CLEAN JOB SITE 15 A SERIOUS ISSUE IN A DEPARTMENT STORE. A CONTRACTORS OPPORTUNITY TO BID FUTURE WORK WITH 114E BON MARCHE WILL BE N JEOPARDY IF THE LETTER AND INTENT OF rims REQUIREMENT 15 NOT ADHERED TO. 7heBONNAI(llt SOUTHCENTER MALL 500 SOUTHCENTER MALL, SEATTLE WA 98188 D LEGEND OF SYMBOLS a NORTH ARROW DETAIL DETAL IDESIRCATICH - SLEET ISERE DRAW WALL SECTION CETA IDISU CASCH - NEET SE. DR,. ELEVATION 220/2 -2-- NO'E ALL 6EVAUCHS GH SEEM z -3 +3 -21 POIER/51GNAL R.00R MUSED RESELL CAfM NEWER 71.I6T -LOOK R OEFrACLE ISOLATE, GROWS MP ROSAELEF RE CURET SOX (P1ST'9]E TOD RILL USE FOR RC2E AND C.d. NEWSIER UR & ELECTRICAL RECEPTACLE NT91 rNLL r1OHi® DES EX NRET • 6` AFF. [ InESS 011ERVE.1ES --a— --It I I1 I I ;I i 1. DOOR MARK DOC. COLE -REFER TO 5.EO LE WALL TYPE REVISION ROOM MARK OFFICE ROM NAM BUILDING DATA BUILDING CODE: OCCUPANCY: CONSTRUCTION TYPE: PROJECT TYPE: APPROXIMATE AREA OF IMPROVEMENT: ALLOWABLE AREA PROJECT DIRECTORY OWNER/ TENANT: ARCHITECT: THE BON MARCHE' THIRD AVE. 4 PINE ST. SEATTLE, ILIA 95181 CONTACT: DEBRA MOORE TEL: (206) 506 -1146 FAX (206) 506 -1140 WILLIAM POLK ASSOCIATES 1120 POST ALLEY SEATTLE, WA 98101 CONTACT KENNETH GROOMS TEL: (206) 622 -8443 FAX (206) 622 -8031 DRAWING INDEX 0-1 COVER SHEET 2 -1 MERCHANDISE PLAN 1991 MC, 1994 UCBC B -2 TYPE II -N SPRINKLERED TENANT IMPROVEMENT 1000 SQ. FT. UNLIMITED I understand that the Ran Check approvals are 1 subject to errors and omissions and approval of 1 plans does not authorize the violation of any adopted code or ordinance. Receipt of con - tractor's copy of approved plans acknowledged. By -1 Dae O Permit No. RECEIVED cm of TuKwl, LIGHTING PLAN BELOW STORAGE SYSTEM DECK 2 -4 PARTITION PLAN PERMIT CENTER 2 -4] PARTITION CONSTRUCTION PLAN, SECTIONS 4 DETAILS 2- SECTIONS, 4 DETAILS 2 -23 INTERIOR ELEVATIONS, SECTIONS, 4 DETAILS 2 -DI PARTITION DEMOLITION PLAN 2 -D3 CEILING DEMOLITION PLAN I I S101 110r THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 - 506 -7201 WILLIAM POLK ASSOCIATES IMO POST ALLEY, SEATTLE, 9TAS&1GTQI TB.EPI4C E (346, 622 -8143 FAX tl06}6II -EOSE [393 RECd5TB4$7 (. tt POLK STATE CF WAS INGTCN ILAN6PI MfQ REVISIONS 0 c/ 0 FILE NAME: 08021 0 -1D1 SCALE: NT5 Dft41LN BY: DM DATE: cc Z W T O 1— ' iii 1 -25 -01 0 -1 O /► 1 1 O ,I IM El orc • 1 11iiiiiiiiiii —11 1 ...m -- i ■a_�_ • ❑ .. z.. • 1 IMII■ MEN 1 - 1 1 _ MEM 11 1 11 1.1 I_ • • 11 1 11 • 1., 1 �' 11 it it 11 - 1 11 _1 ■ T " 1 ■ 11� 11 11 11 11 i� 11 11 _ _ !iiiuIiiiiIIiuiIuil _ I I II 1 11 _ III (MEWS SHOES NORT'FI STOCK ROOM 1 4 r 1 1 11111111111111 1 ° II 1 1 ii ° I 1 11 11 11 1 1111111111 11 11 II II I 11 11 1 11 ° - � 1 11 11 1� 11 11 i1 11 n 11 11 1— - - -i � ' PI23 PI23 I PI23 F123 P @3 IN - 123A 123A - 123. �- � -1 O -KED4 •KED E -ID2 MD-102 PI23 O EBO -102 F=11 P123 PI23 P123 EL -202A EL -202,4 E-vENDOR 1 EL -1396 EL -202A (3) EFN -113 (2) EN-113 EL -I0014 EL- -MG G EL -100k 123 - '1234. E EL -1 IEL- 1 EL 13 102 (4) P123 PI23A11.123A1.123 cn C)U -2C -I 1 PI231 ©© EL -100Fi L -0I CW -2G -I EL -202A (3) ERN -113 H EL - l 0014 EL -1004 -113 EL -202A IEL -10eGI EL -1001- - r3A - 123A - 3A El, EL -1004 • E- VENDOR 3 P123 41 4 11111 , 1 E- VENDOR E- VENDOR E- VENDOR IE-9UEST P123 1 1 • IE- 91E5TI EL-012 (E)SKECHERE J 11 1 1'I 11 11 11 —� h II II 11 II ■r• 11_ 1 0 �z� LA rl MEN S SHOES P438 P438 ESCIA -48 5-NA £) -1000 • __ I CI � COACH M r bs a /i i_ 9��o E II0 E5C14 -48 `r w rpW HANDBAGS 4 SMALL LEATHE GOOD BETTER P438 P439 9-NE) 5 -P E) P438 P439 EE or] • L -202A L -2 - _2 9M -20 0100 LF -39 F -2 18 SECOND LEVEL MERCHANDISE PLAN 5CALE: l /8 1-ID " W 45 LF 1P II w HA rd 9904 -48 L- 464A/B/C L- 464A/13/C 9-1FY£) P438 4 L- 464,4/BC ri cO e L- 4644/0 /C LL LF -39 1 L- 464,416 /C 2s:12 ,s4 2/!F -'f2 = EL -I11 EL -111 EL - 111 EL -Ill I L NI LFI0ER, v -HILF EM -265 -119 T LF -R J SC4. I:o \-234g• RECEIVED CITI pF TIIKWI�w AUG 1 1 ?00' PERMIT CENTER 1 THE BON MARCHE STORE PLANNING THIRD & PINE, 1f6 FLOOR SEATTLE, WA 96101 206 -506 -7201 WILLIAM POLK ASSOCIATES 1$,8.1f2E FAX C14761b22-E03i &GALE: eusztormirreET REVISIONS DRAWN BY: 131 FILE NAME: 09021FX2D90 AS NOTED DATE: 3 -25 -01 2-1 DOOR SCHEDULE ■.. DOOR • DOOR 517E DOOR TYPE DOOR FINISH FRAME TYPE FRAME FINISH FIARDWARaE SET REMARKS I 4' -0' x 6' -8' MTL HC - MIL - BEST LOCKS 53KOYEK -626 LW CLOSER 20 MIN FIRE RATED 2 3' -0' x 6' -8 MTL HC C - M R - BEST LOCKS 53KOTEK -26 I WV CLOSER 20 MIN FIRE RATED STORAGE SYSTEM STAIR BY RACKING SUPPLIER, TYP. EXISTING CARPET REMAIN, TYP. WOMENS ° OE NORTH STOCK ROOM 14' -5' WALL NEW CARPET THIS AREA - MATCH EXISTING CA EXISTING VALANCE TO REMAIN, TYPE EXISTING CASHW TO REMAIN, TYPE EXISTING FLOOR TILE TO REMAIN, TYPE \ WOMENS 51-10E6 FEW -2A -I SEE RACKING DRAWINGS BY ROCKING SUPPLIER FOR STOCK ROOM LAYOUT, TYPE EXISTING COLUhN, TYP CW -2C -I CW -2C -I STAIR VESTIBULE MEG-1. 5PACE NEW LOC-AT I+ OF ELECTRI AL RECEPTACL (E) SKECHERS 4' -5 1/4 ° II' -5' 1 IANDBAG5 a SMALL LE4 -54,4 GOOD TY T5'-a 2O' -5 VI6' ND) VALANCE TO MATCH EXIST; TTP. MANS SHOES EXISTING FLOOR TILE TO REMAIN, TYP. ESC4A -48 BOW-2A THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 -506 -7201 WILLIAM POIK ASSOCIATES IQ0 POST ALLET, SEATTLE, 18ASIAN TQ! TE.EF .. (706)6238463 FAX(206)622 -80931 WILLIAM STATE CF EASHNETCN REVISIONS O SECOND LEVEL PARTITION CONSTFcL 3TION PLAN SCALE: I: ° =I'" ° SEE DETAILS 6 4 1/2 -4.1 FOR WALL TYPES. KEY NEW WALL CONSTRUCTION - FULL HT. WALL NEW WALL CONSTRUCTION - PARTITION WALL EXISTG. WALL CONSTRUCTION NOTE: ALL DOOR HARDWARE TO BE ADA CQ FLIANT. DO F3& PERMIT CENTER Lu16IO1\ NQ. Z- 0 sk FILE NAME. 080211FL2 -4DW!s SCALE. DATE. DRAWN BY, DM 45 NOTED 2 -4 WOOD TRIM TO MATCH EXISTG., TYP. 0 TYPICAL RECESSED STD. SPACING SCALE: 1/4" = 1'-0" 20 GA 2 -U2" STUD EXISTING 3/4° CHANNEL MUD AND TAPE CORNERS, TYP. CONT. BOTTOM TRACK W/ (2) POUER ACTUATED FASTENERS 16" O.C. MAX © WALL TYPE I SCALE: 1" = I'-0" WOOD TRIM TO MATCH EXISTG. TYPICAL TYP RECESSED STANDARD, NEW WALL TYP. CONSTRUCTION (2) WIRES • 3' -0° O.C. EXISTING I -12° CHANNEL 14 AFF. EXISTING PLASTER CEILNG METAL EDGE 3 -5/8° MTL STUDS 16° O.C. W/ 5/8" GYP. WIAI I BD. ON EA SIDE METAL EDGES ON ALL EXPOSED CORNERS BLOCKING, BRIDGING AND STRAPPING AS REQUIRED PANT PER ELEVATIONS 4" RESILIENT BASE, TYP. SEE ELEVATIONS FOR EXTENT FLOOR SYSTEM, SEE FLOOR COVERING PLAN EXISTG. COLUMN NEW WALL CONS, NEW WOOD TRIM TO MATCH EXISTG_ EXISTG. RECESSED STANDARDS, TYP. � RECESSED STD. SPACING \SCALE: V4" ° 1' -0" MUD AND TAPE CORERS. TYP. CONT_ BOTTOM TRACK WY (2) POWER ACTUATED FASTENERS ib° OC. MAX EXISTG. WOOD TRIM EXISTG. WALL L--EXISTG. WOOD TRIM 13' -5 AFF. ® WALL TYPE 2 SCALE: I" = 1'-0° METAL EDGE EXISTG. WALL, TYP. EXISTG. WOOD TRIM — (2) 20 GA E" STEEL 31105 OR (2) :k8's - SEE SECTION 3/2 -2 3 -5/8° MTL. STUDS 16" OL. W/ 5/8" GYP. WALL BD. ON EA SIDE METAL EDGES ON ALL EXPOSED CORNERS BLOCKING, BRIDGING AND STRAPPING AS REG:WE ED PAINT PER ELEVATIONS 4° RESILIENT BASE, TYP SEE ELEVATIONS FOR EXTENT POOR SYSTEM, SEE FLOOR COVERING PLAN 14' -2 "3 NEW WALL CONST. EQ EQ 5' -2" WOOD TRIM TO MATCH EXISTG, TYP. RECESSED STANDARD, TYP — STG WOOD TRIM EXISTG. WALL TYP. ® RECESSED STD. SPACING SCALE: 1/4" = I'-0" I 4' -0 314° ° 4' - 3/4" NEW WALL CONST. EQ EQ. EQ. EGL I' -8" • MEM 2' -0" 2' -0' E 2' 0" E Q ` J E� 2' 0 EQ EQ 0" 2 -0 Ma— ! E2 -0" 2 0 i EQ 0 2 -0 EQ 0 2 E 0 I I / NEW WOOD '" 9 I K 0 NEW WOOD 1 FIN WALL, TYP. C ' CORNER NEW WOOD NEW WALL CONST, TYP. 33' -2 "s ® RECESSED STD. SPACING SCALE: 1/4" = 1'-0" *NEW WALL RECESSED STANDARD TYP 10 GARCY STUD /STD- DETAIL HALF SCALE NEW WOOD TRIM. TYP. NEW WALL CONST., TYP. GARCY STUD W/ INTEGRAL RECESSED STD. WHERE OCCURS - SEE 544T. 2-4 FOR SPACING 5/8" GYP BD. "moo i -Z 3(• NEW 5/0 GYP BD. GARCY • 1483 STANDARD (OR E 0 RECESSED STD. DETAIL SCALE: 3" = 1'_0" EXISTG. WALL TYP. ill i11 _ EXISTG. WALL TYP. O i II FIELD VERIFY ll EXISTING (3 PHONE PANEL w LOCATION i„ a ll 111 . w i„ il N ` EXISTING EXIS ii STANDARDS MIMI WALL TG. " I T TY e REMAIN, I A NEW WOOD TRIM. TYP. NEW WOOD FIN WALL, TYP. ® RECESSED STD. SPACING . REVISIONS SCALE: I /4" = I'-0" EXISTG. STANDARD TO REMAIN WHERE OCCURS RIBBING STRIP - DEPTH AS REQD. TO CLEAR STANDARD EXISTG. GYP BD. OR NEW 5/8" GYP BD. SURFACE NEW FRT 3/4" PLYWD. SAW- CUT BEHIND NEW STANDARD - KERF TO ALIGN W/ STD. SLOT 514IM TO MATCH THICKNESS OF FLANGE NOTE: ALL NEW STANDARDS TO BE LASER SET TO BE ALIGNED AND LEVEL WITH ADJACENT STANDARDS RECEIVED CITY pF TUKWILA AUG 0 RERMIT CENTER THE BON MARCHE STORE PLANNING THIRD & PINE, Tin FLOOR SEATTLE, WA 98181 206 - 508 -7201 WILUANI ASSOCIATES 1110 PAST A[LEf. SEATTLE efA3ar6ra+ TEL133,1C [706)622 -8443 FAX 00W 6E -6031 2 co O OWANGPeaiTEET 1-23.81 DRAWN BY: DM FILE NAME; SCALE: AS NOTED DATE: 1 -25 -01 2 -4.1 2 -0" 5 ' SHOES NORTH _ OCK SEE ` T 2 -6 FOR REFLECTED CEILMi/LiGNTRYs FLAN LEGEND. 6T-4 6% 6T-4 6T-4 • M • * _ o4 � � — o a � I 4 ' . SHOES SOUTH OCK :0 • 0 SEE SWEET 2 -6 FOR RER ECTEE CEILItG/LIGNTPG PLAN LEGEND. 0 RCP /LIGHTING PLA - BELOW STORAGE SYSTEM DECK SCALE: I/8 " =1' -0" LJ I j J I j o 0 12 6 4-1 L �i rr r �. • r • ! a I r 4 I' 4 4 l" T7P. I i RCP /LIGHTING PLA - BELOW STORAGE SYSTEM DECK SCALE= 1/8 " =1' -0" 2 -9" ST-4 6T-4 • ' S OES STOCK RO 0 SEE SWEET 2 -6 FOR RELECTED CEILING/LIGHTING PLAN LEGEND. RCP /LIGHTING PLAT - BELOW STORAGE SYSTEM DECK SCALE: I/8 " =P -0" D D3 CITY OF TUKWi,.A PERMIT CENTER ON NO. a THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 - 506 -7201 WILLIAM i VL• 1 ASSOCIATES ISO FC6T ALLEY SEATTLE 111i64ENSTCS TaEPSCNE (206, 672 -64. FAX [2Ebt622.2131 REVISIONS 0 00 CO i 00 O DATE: FILE NAME: 0002ICP2- 6.IDWG SCALE: AS NOTED DRAWN BY: DM, TC 1 -25 -01 '.A 1 FOR BOTTOM OF MEZZANNE ELEVATION SEE RACKIG DRAWING BY RACKNG SUPPLIER TIP PROVIDE SPRINKLER LIMES 4 HEADS BELOW MEZi DECK PER CODE, TYP. - 1 11 ` 11 11 °11�11� 1' 4' -3 4 -1 • ♦TIP. ♦ ♦0 ♦ ♦ NEW FLUORESCENT LIGHT FIXTURE-5, TYP. s 4 ♦ 1 , ♦ 5, 5. ♦ ♦ TYP. 1 1 1111 4 II 6'-0" 4' -1 TrP, WOMEN'S SHOES SOUTH STOCK ROOM O REFLECTED CEILING /LIGHTING PLAN - BELOW MEZZANINE SCALE: 1/8 " 1' -0" o SEE SHEET 2 -6 FOR REFLECTED CEILING /LIGHTING PLAN LEGEND. WOMEN'S SHOES NORTH STOCK ROOM O REFLECTED CEILING /LIGHTING PLAN - BELOW MEZZANINE SCALE: 1/8 " :1' -0" SEE SHEET 2 -6 FOR REFLECTED CEILING /LIGHTING PLAN LEGEND. ♦ 4' -10" • ♦ MEN'S SHOES STOCK ROOM O REFLECTED CEILING /LIGHTING PLAN - BELOW MEZZANINE SCALE: 1/8 " =1' -0" o SEE SHEET 2 -6 FOR REFLECTED CEILING /LIGHTING PLAN LEGEND. RECENED CRV OF TUK! ^IILA THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 -506 -7201 i. RIIAM PO ASSOCIATES 120 POET ALLEY, SEATTLE WAS IINGTa4 TBEPNO E [I¢6T 67241443 FAX Q06T 671 -6031 DISDNSFSMITEET REVISIONS CC (1l CO O FILE NAME: 08021CP2- 6.LDU,Y OC LE: A0 N CTE DRAWN BY: DM, TC DATE: 1-25 -01 2 -6.1 REFLECTED CEILING/LIGHTING FLAN SOUTHCENTER 5ECOND LEVEL - MEZZANINE 08.021 SHOES REMODEL T 2 •- FOR BOTTOM OF MEZZANINE ELEVATION SEE RACKING DRAWING BT RACKING RIPPLER TYP. _ II II ♦ '14 1 = 4 I I 6 .—— 1 NEW FLUORESCENT LIGHT FIXTURES, TYR FROVIDE SPRPK.ER LIES 4 HEADS BELOW P1EZZ DECK PER CODE, TYP. isme „6-■£' 1 as _ • 6T 6T . 1 4'. , I _ •■lAiMI=■ / I Ti � I i av o . II ∎11 1 11 ■HJIII U 8 _I 1 0' 12 - 4 -1" III 67E 6,4 7 ers er4 eT4 6rs s 6r sn 674 s r p ♦ ♦ ♦ ♦ �P.♦ ♦ ' - ♦ __ Y ! 0 — i ♦ I __ II T ♦TW IT e 47,__..., m e m ∎ I 67-4 6T-4 ! 41 t � ° r � o 1 � i 1 ♦ 1 11 Flo 'I_ I7 ♦I�° T 7 ♦ ■ I11•1•fl1=1•l 1 1 II ■■■101..7== I II �� 11 ■ 1 • jj� 5' -2" 4 -V 4 - II" 4 -1 i TTP. TYP FOR BOTTOM OF MEZZANNE ELEVATION SEE RACKIG DRAWING BY RACKNG SUPPLIER TIP PROVIDE SPRINKLER LIMES 4 HEADS BELOW MEZi DECK PER CODE, TYP. - 1 11 ` 11 11 °11�11� 1' 4' -3 4 -1 • ♦TIP. ♦ ♦0 ♦ ♦ NEW FLUORESCENT LIGHT FIXTURE-5, TYP. s 4 ♦ 1 , ♦ 5, 5. ♦ ♦ TYP. 1 1 1111 4 II 6'-0" 4' -1 TrP, WOMEN'S SHOES SOUTH STOCK ROOM O REFLECTED CEILING /LIGHTING PLAN - BELOW MEZZANINE SCALE: 1/8 " 1' -0" o SEE SHEET 2 -6 FOR REFLECTED CEILING /LIGHTING PLAN LEGEND. WOMEN'S SHOES NORTH STOCK ROOM O REFLECTED CEILING /LIGHTING PLAN - BELOW MEZZANINE SCALE: 1/8 " :1' -0" SEE SHEET 2 -6 FOR REFLECTED CEILING /LIGHTING PLAN LEGEND. ♦ 4' -10" • ♦ MEN'S SHOES STOCK ROOM O REFLECTED CEILING /LIGHTING PLAN - BELOW MEZZANINE SCALE: 1/8 " =1' -0" o SEE SHEET 2 -6 FOR REFLECTED CEILING /LIGHTING PLAN LEGEND. RECENED CRV OF TUK! ^IILA THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 -506 -7201 i. RIIAM PO ASSOCIATES 120 POET ALLEY, SEATTLE WAS IINGTa4 TBEPNO E [I¢6T 67241443 FAX Q06T 671 -6031 DISDNSFSMITEET REVISIONS CC (1l CO O FILE NAME: 08021CP2- 6.LDU,Y OC LE: A0 N CTE DRAWN BY: DM, TC DATE: 1-25 -01 2 -6.1 REFLECTED CEILING/LIGHTING FLAN SOUTHCENTER 5ECOND LEVEL - MEZZANINE 08.021 SHOES REMODEL T O F123 WALL SECTION SCALE: 1/2° = I' -0° \ . LME CF .STING CEILING �.J AT 14' -11 AFF. LPE CF NEW GYP. BD. Fasc L re. FI TUEE FLUORESCENT V4° X V4° CONTRAIOL REVEAL -FP➢SH TO TtATCH FWSH aF UD. vALANCE NEW 3/4° Tie. LLD_ VALANCE ON WO. BLOCKING AS REQUIRED V4' X V4° UMW. J REVEAL BEYOND -FNI5H TO MATCH WD. FD(fl € END PALL — SHELF TYP CF SEE -- 5H4M - SEE ACE OF FIXTURE END PANEL BEYOND FACE CF GYP. BD. WALL BEYOND — NEW RECESSED WALL STANDARDS V4° X V4° CCNTN IOUS REVEAL BEYOND - FINISH TO MATCH WO. FIXTURE END PANEL - 3/4° TFK X 4' HIGH APPLED HARD D. BASE BEYOND 1 ' t O WALL SECTION SCALE: 1/2" = 1' -0" LIE OF DUSTPG CEILIG AT H' -il° AFF. 7 , LIE OF NEW GYP. BD. FASCIA FACE OF GYP. BD. / WALL BEYOND 3/4° TNK X 4° HIGH APPLED H,ARDUD. BASE BEYOND DIMENSION VARIES - SEE SECTION DIM. VARIES ® SHELF DETAIL SCALE: 3" = I' -0" 3/4° CODSTpJCTION TYP V8° X I/O QUIRK WOOD TRIM WI EASED EDGES NHL STRIP FLUOR DISPLAY LIGHT FIXTURE TO MATCH EXISTD MATCH PROFILE 4 HEIGHT OF EXISTING TRIM I° X 12° TUBE BRACKET CAPITOL •2063 - SUPER LINE (Pk • 800- 321 -6083) OR AS REQD. TO MATCH EXISTING ® SHAM DETAIL SCALE: 3" = 1' -0" 3 3/4 CONSTRUCTION TYP. HDU1D. TRIM ICI 1/5" X 1/8" QUIRK GUSSETS Ill/ CLEARANCE THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206- 506 -7201 WILLIAM POLK ASSOCIATES I20 POST ALLEY, SEATTLE =Boum TELEFHQE (".06.22.8443 FAX COW 6224031 EU{DMFBINTEET REVISIONS FILE NAME: 1 08021-2-22D11.* I SCALE: AS NOTED DRAWN MY: M. TC AT 1 -25 -01 2-22 1 DOUBLE A BE FLUORESCENT LIGHT FIXTURE r - Y• J` -6" FIN1$4 TO MATCH TOP 4 FACE OF SHELF LINE OF IXIST. CEILING AT 14'-11' AFF. LIPS OF NEW GYP. BD. FASCIA V4'xVd° CONT. REV FNISH TO MATCH FIN1514 OF WD. VALANCE I% :1 TV _r 1' -9� I 3/4" T. WV. ANCE ON UD. fi i A N : GKING A S REOD m illi Mr 1 1 1 1/4,1/4 CONT. REVEAL BEYOND- FINISH TO MATCH VD. FIXTURE r r END PANEL TYPJ y " OFT ' NOTE: CONTRACTOR TO FN15H UNDERSIDE OF SPELVES AND FXP05ED ENDS NOTE: CONTRACTOR TO FNISH � ® w/ MILK SI DE OF SE XI "� w/ MILK LLWITE PLIX Cf FIXTURE END I N , PANEL BEYOND T P l ile s ® " FACE OF GYP. BD. WALL BEYOND Q REMOVABLE 3/4° CONSTR ® BING:R ROSH EXPOSED ENDS REMOVABLE SHAM PROVIDE NEOF'REPE FEET 3/4' T 4(n 4" HIGH APPLIED HARDUA. BASE BEYOND ® P43& WALL SECTION SCALE: I/2" = i' -0" AT ENDS RUN POWER T 1 J SHELF CAVITY AS RE'Q, TYP. FOR ALL SHELVES VARIES 626116111LI/ / /// L RECTANGULAR BRACKET ® TOP SHELF SCALE: 3" = 1'-0" CRITICAL I° (MIN) 3/4 CONST_ SHELF WHITE PAINTED 51JRPACE ACRYLIC LENS MILK UJHITE INTR FNISH PAINTED WHITE EDGES TO MATCH FACE OF SHELF NS/1E& BRACKET BOX -OUT TO BE SECURED AFTER SHELF INSTALLATION MODIFICATION PROVIDES A FINISHED BOX -OUT OF WOOD TO CONCEAL BRACKETS. PAINT SURFACE UIHITE AT LIGHT NICHE ® WOOD SHELF SCALE: 3" = I' -0" 1/4" ACRYLIC LIP - CLEAR GUSSETS AS REQ'D ® ANGLED REMOVABLE SHAM SCALE: 3" = I' -0" loo � -z 3(egt 1 I i MIN. SCRIBE TO WALL (C° SHAM DETAIL SCALE: 3" = I' -0" 3" 3/4° CONSTRUCTION TYP. NDWD.TRIM x I/8" QUIRK GUSSETS W/ CLEARANCE RECEIVED ciry of ru�:wan AUG 0 1 200' THE BON MARCHE STORE PLANNING THIRD & PINE, 701 FLOOR SEATTLE, WA 98181 206 - 506 -7201 WILLIAM FOLK ASSOCIATES iPf POST ALLEY; CCATME, al4SINGTON T8.EP41RE MX46224443 FAX 04170bTLE6R dRDRIPF7MTlET REVISIONS Nar 0 m N zcj d uj UI c m Q/ cn o (n N O o U tU O Z c) U O c FILE NAME: 08021- 2- 23DUYs SGALE: AS NOTED DRAU.N BY: DM, TG DATE: 1 -25 -01 11 2 -23 I E M VANIE NMINEM lfM'I<x7iINN It�li��II�J ■II��II<�Ilt��il��IID6�l , I■6111P6' IMEIMEMMME I ME IMMIEMJ■iMMIM IMMIM/MIINENI I■67iIPbMIMMIM f MAIIM MINE MENIIMMINIM lMEMIIlM II�.E��ll�liUI v I lawiewnwir WM MI EXIST IN CARPET REMAm, EXISTING FLOOR TILE TO REMAIN, TIP. UIOMENS -NOES EXISTING STOCKROOM SHELVING WOMEN* 51-1OE NORTH STOCK ROOM TO BE DEMO'ED TYP /� EXISTING WALL 0 EXISTING / BE DEMO'ED BE DEMO' MEEMMIMMI EXISTING CARPE TO BE EXISTING CARPET TO B DEM O'EG4 FLOOR REPAIRED DEMO'ED 4 FLOOR RE CW - 2C - I CW -2C -I STAIR ELEC. iv CEPTACLE TO BE LOCATED TRASH CHUTE MECH. SPACE FV I EV I EV I EV E V -211 V -2 TO BE • •'ED TIP IMMIIMINIMMIMMENUMMINIM IINFAMMIIMMMINIMMINIMIMMI ELEC. RECEPTACLE TO BE RELOCATED (E) SKECHERS EXISTING 5 OCKROOM 54-ELYIN6 M 5 SI -NOES L EXISTIM FLOOR TILE TO REMAIN, . - TIP. EXISTING CARPET REMAIN, TIP. ■■■ ■ ■ ■■■■■ ■ ■■ EMEMEME ■■■■■■■■■■■■■ ■■■■■■■■■■■■■ INEEMBEEME EENIMMEIM INENIENNIMME EMEMEME 1111151MEN •p• == HANDBAGS 4 SMALL LEATHE GOOD FV I -V t EV I 11 : ii i 4 111 g ESC4A -6& O O SECOND I L O EVEL PARTITION DEMOLITION PLAN KEY — — — — EXISTING WALL TO SE DEMO'ED EXISTG. WALL CONSTRUCTION TO REMAIN VESTIBULE jpum BOA < 45 LF 1 � NI�1 MI u � II. . HANDBAGS ESCIA -48 ESC4A -48 2,4 RECEIVED CITY OF TUV:W:L a AUG O 1 ?901 PERMIT CENTER THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 -506 -7201 WILLIAM L■ 1 ASSOCIATES P20 PC6TALCM: SE4TR.E, 11146.16TGN T8 EPFISIE (106) 622 -8443 FAX 006) 622 -802 1381 STATE CF eWSHNGTGN IMAXMOl9if« REVISIONS 11 J l ce W O w 0 z 1— CCI 0 DRAWN BY DM DATE: 1 -21 -01 FILE NAME: 03021 2DID4k SCALE: AS NOTEC 2 -D1 DUSTING SPRINKLER HEADS TO REMAN, TYP. EXISTING FLUORESCENT LIGHT FIXTURE TO BE REMOVED 1 REFURBISHED, TYR G �I `Kcal EXISTING FLUOR LIGHT FIXTURE TO REMAN TYP. + O XST -4 + XST -4 XST-4 XST -4 XST -4 XST -9 1 1 —� —� + I NG.X2RUOR LIGHT 1 MERE TO BE 4 J r 1 �RBr{ ®,TrP 1 1 I 1 1 II 1 + �u [ 11 L_y —� -- L a 11 L + 11 I I II --1F= - — - 1 1 + III DUSTING raIo KENT LIGHT 11 1 U r Tr FD(r .S TO BE RBENED 4 I I 1 + 1. 1 1 1 FIE ED, TM*. � 1 111 III II 1 11L 1 _II 1 1 EAST,* 2M FLUOR LIGHT FIXTURE TO MUM, TTR 1 IXISTPYs LIGHT L J mum TO itE REMOVED 4 r+ -� REiA28Y. , TYP — 1 _ — _ IL 1 • r1 ��f G 1 I1— • 1 — XD T S� 31 a 0 I � I� p ICI II 1 I CI I II 1 1 1` I P ICI ,1 R 1 L J O R 1 L 0 PLASTER EXISTING U (t5Tll 5PRINCLER HEADS TO REMAIN, TYP. — m>r- I X5T -4 EXISTING SFRNKLER HEADS I TO REMAIN, TN, PLASTER LN q4' -II" AFF.) EXISTING 6 a 6 • +5T -4 1x57 -4 EXISTNG FLUOR LIGHT FIXTURE TO R91AN TYP. REFU TYTY n __= O EASING 2X2 FLUOR. MERE ERE TO RF -M TYP. X ST-4 X5T -4 EX15T 1 FLUORESCENT LIGHT FIXT RE low ED TO BE RS 4 R LS3ED, TTP b -- XpI— - JRA - -XRI -- 0 + 9 b 0 Y PLASTER 14' -ll" AFF.) EXISTING • 4 Q 1 L , I - a 1 + 1 a XST -4 X5T -4 XST -4 S 1 L 5 RD 6 9 a 9 b + 9 RD 0 • � + EXISTS* 2X2 FLUORESCENT LIGHT FIXTURE TO EE REMOVED 4 RLFURINS ED, TTR 1 I 1 001 L p 9+6 EXISTPYa NCNIDESCENT L*HT FDRURE TO BE REMAILTYP. — EXISTNG FLUORESOENT LIGHT ' EXISTING INCANDESCENT LIGHT FIXTURE i0 BE RB'IOVED FIXTURE TO BE IZETIAN,TTP. EXISTNG FLUORESCENT LIGHT FI/0U2E TO BE REMOVED 4 RERIRBIS4ED • RD 9 6 + 9 6 9 +6 a —xRt — �9LZ — m7� — 507-, — II 4- 0 0 �aolaola s 1 G LF ��✓+/ 1 G G O O O CEILING /LIGHTING DEMOLITION PLAN SCALE: I /8" =I' -0A c SEE SHEET 2 -6 FOR REFLECTED CEILIU/LIGHTING PLAIN LEGEND. + \ ••••."-- 4 6 + q d M 1l I 1 1 1 1 1 1 I 1 I 1 I 1 I 11? I 1 1 I 1 I 1 N 9 .8 a + 6 d PLASTER 14' -II° AFF. LN 9 TEXIST — EXISTNG F.UOR4 © LIGHT I� B'I.ae TY D. 0 Ni Ni • MH P -0 P - RD -0 - - 0 - 0 O o- o- o- 1'11 I I�UID I LL — =r as RD RD 1 r / / H 000 ? -0 O EXISTS* $PRBd4.ER HEAD TO BE DBTO'D. TYP. (H.. 112' °'F 6 L O PL LT -6 *Z)o -23(•P REC�IVEC CITY CF TUKWiLa AUG 0 1 ?poi 1 THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 - 506 -7201 WILLIAM RI K ASSOCIATES 126 PC6T ALLEY, SEATTLE ATAS OIGTON TEIENCE 622-H4As FAX120676E4503I IKILDPOP9F1TIET REVISIONS WILLIAM M. POLK STATE OF az.. rat PILE NAME: 08.021CP2 -6DUk SCALE: AG NOTE DRAULP! BY: DATE: DM, TC 1 -25 -01 2 -D3 DRAWING INDEX ITEM DRAWING NO. DESCRIPTION REV. 1 PS- 1017 -101 PROJECT SPECIFICATIONS A 2 PS- 1017 -K01 KEY PLAN A 3 PS- 1017 -L01A STOCK 1 WOMEN'S SHOES SOUTH STOCK ROOM (BELOW DECK) B 4 PS- 1017 -LO1B STOCK 1 WOMEN'S SHOES SOUTH STOCK ROOM (ABOVE DECK) B 5 PS- 1017 -LO2A STOCK 2 WOMEN'S SHOES NORTH STOCK ROOM (BELOW DECK) B 6 PS- 1017 -LO2B STOCK 2 WOMEN'S SHOES NORTH STOCK ROOM (ABOVE DECK) B 7 PS- 1017 -L03A STOCK 3 MEN'S SHOE STOCK ROOM (BELOW DECK) B 8 PS- 1017 -LO3B STOCK 3 MEN'S SHOE STOCK ROOM (ABOVE DECK) B 9 PS-1017- E01 UNIT ELEVATIONS A 10 PS- 1017 -EO1A SYSTEM ELEVATIONS A 11 PS- 1017 -E02A SYSTEM ELEVATIONS A 12 PS- 1017 -E03A SYSTEM ELEVATIONS A 13 PS-1017-001 PARTS DETAILS A 14 PS- 1017 -D02 PALLET RACK DETAILS A J OBS I I[ } R n c Rack Industries, Inc. J i I I ' 1 L n II 11 11 il !1 JI it • 11 t l� GENERAL NOTES: (UNLESS OTHERWISE SPECIFIED) v V i bnn' er all 1. SPECIFIED INSTALLER IS TO FIELD VERIFY BUILDING REQUIREMENTS PRIOR TO INSTALLING. 2. ALL AISLE DIMENSIONS ARE AS INDICATED ON LAYOUT DRAWINGS. 3. ALL SHELVING TO BE ANCHORED WITH A 01/4" x 3" WITH 2" INBEDMENT ANCHOR BOLT. 4. MAINTAIN A.D.A. CLEARANCE WERE NOTED. I 5. SPRINKLERS BY OTHERS. 6. INSTALL TIE PLATES: 3 BELOW DECK & 2 ABOVE DECK_ li 8 8 ; ezzaii fe deekiwn be of tsot3- C ornbo ble per u.5. . Seo,ov. 603 REV BY DATE DESCRIPTION 1442 City Il:•f Ins_ Tel: (62 W ® r • • I) 2 neiii Str ustry, CA 333 AC 333 33 p1c�r4 ek. e rnetkeri L APPROVED et 1746 K 1 rn REVISION ka poi ?.36 This drawing (or print) is the property of Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced szE any manner, nor used for any purpose n Rap TITLE I understand that the Plan Check approvals a' subject to errors and omissions ar„j ata ve) o plans does not authorize the viola :or +5 I adopted code or ordinance. Rem' co" tractors copy of approved p By Date Permit Na. RECEIVED CITY OF TUKWILA SEP 26 2001 PERMIT CENTER &EvmSIONS C"-ttl.N3 ES EHAf_t_ BE MACE TO CP ? C .S WITHOUT py:cyi A BT . t 1 I I I 11 1'111 I II A nl i lily � :i Il Ili i11� IiI 1 rill 101 A NEW ! `:: ° APR 1 2 2002 A RG 7/16/01 PRODUCTION RELEASE PROJECT N0. CHECKED PS -101 APPROVALS DATE DRAWN R. GONZALEZ 7/16/01 ENGR JOB Federated Bon Marche 500 South Center Mall Seattle, WA 98188 17—in 14421 Bonelli Street City of Industry. CA 91745 1el )626) 353 RACK FAX: :626) 333 -3301 Project Specifications C.A.'S SHOES NORTH STOCK .4ot1 I �a_■ u g 11111111111111111 M0 11111111111111111111111 111111111= - 1 114111PMiPuuu A DD 6/25/1 REV BY DATE PRODUCTION RELEASE PROJECT N0. PS -1017 APPROVALS DATE DRAWN CHECKED ENGR DD 6/25/1 DESCRIPTION APPROVED JOB Federated Bon Marche 500 South Center Mall Seattle, WA 98188 This drawing (or print) is the property of Rapid Rock Industries, Inc. and shat' not be traced, photographed, or reproduced in ony manner, nor used for any purpose whatsoever except by written permission TIME SIZE D CITY OF TUkiWi- APPROVED OCT - 3 2111 AS NOTED sUILD NG DPnscr. RE CITY O TUKWILA SEP 25 2001 PERMIT CENTER I II n , 1 I IIII yiit VIII „II��U I 5 i l 11 I 'IIill a u6FI� Rapid Rack Industries, Inc DRAlN11G N0. Ps Key Plan 14421 Bon II T �t City di Industry, Tel 1E261 } Rs FAX; 1626) 331 -330' 1017—K01 `e' _.� L B I ■ i• l IIIIUH I 2x36.� ..'■11 ■111 UP �I limmemarommomin MINR11111PRINER =MN I Eli MEI= BiEHMIEIMENB IUlIIIIu meal—mmelet—,Erk, , =.1,1NAN I Limn iniamisse—rmignme- - ountormEllwrwyeillmoi MIXIMIIIIIMI■Me • ■ ■ ■�Il. P DECK FRAMING BEL REV BY DECK DATE DESCRIPTION APPROVED 58 _.J 8 A DD DD 6/25/1 7/5/01 REVISED PER CUSTOMER REDLINES PRODUCTION RELEASE PROJECT NO. PS -1017 APPROVALS DATE DRAWN DD CHECKED ENGR 6/25/1 Federated Bon Marche 500 South Center Mall Seattle, WA 98188 LEGEND: L 12.471 — 300 SLOTTED ANGLE SUPPORT - BELOW DECK UNIT — THROUGH DECK UNIT This drawing (or print) is the property of Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced i1ZD in any manner, nor used for any purpose 011'1 OF TUKWL APPROVED OCT - 3 21111 AS ROfEi6 - ntrLD If VII I' u ®,I 'R 11 11II) 1l ll Il d I ul1�l i.u h lllrll Rapid Rock Industries, 'nc. PTLE APR l 9 211A2,_� 1442 Bonelii Street City of Industry. CA a Tel: (626) JJ FAX: (626) 333 -3301 cITY O 9 v u E KWILA 516 26 7001 PERMIT CENTER Stock 1 Women's Shoes South Stock Room ORAwING NO S e 1 O 1 ] -- L O 1= 1 I B HANDRAIL HANDRAIL DECK A REV DD DD BY 7/5/01 6/25/1 DATE ti . MM. 4 x • M!! _ wer REVISED PER CUSTOMER REDLINES PRODUCTION RELEASE DESCRIPTION 21)&i2 4., PROJECT NO. DRAWN CHECKED ENGR APPROVED PS -1017 APPROVALS DD DATE 6/25/1 JOB Federated Bon Marche 500 South Center Mall Seattle, WA 98188 This drawing (or print) is the property of Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced in any manner, nor used for any purpose LEGEND: - ABOVE DECK UNIT - THROUGH DECK UNIT IIIII1OII il�li' I'Iils TITLE Stock 1 Women's Shoes South Stock Room SIZE Ropid RECEIVED CITY OF TUKWILA SEP 2 6 2001 PERMIT CENTER Rack DRAWING NO. 005 OF TRW! APPROVED 000 3 2011 AS 1Q226 6U1LTND DTDT Ta Industries, Inc 14421 Bonelli Street City of Industry, 0A 91 lel: (626) 333—RACK FAX: (626) 333 -3301 I RS. 1P — 1fl17 —Lfl 11 DECK FRAMING EL DECK c LEGEND: 1 %1 1 J 2x42 — 300 SLOTTED ANGLE SUPPCHT —BELOW DECK UNIT — THROUGH DECK UNIT CITY OF [LIF LA APPROVED OCT -32001 AS TOTED ECEIVED CIN R OF TUKWIIA SEP 26 2001 PERMIT CENTER PROJECT NO PS -1017 JDe F ederate d Bon Marche 500 South Center Mall Seattle, WA 98188 III li III ill II 1' I 1111 11 14421 Bonet [ ; City of Industry, ,461 R 1 � ,' il� II� I II i ° '1 d 1 rE A , 441+ rh ill,,I Ax 626 ' 3 Rap Rock /ncustnes, Inc. APPROVALS DATE nn_E Stock 2 Women Shoes North Stock Room DR "'" DD 6/25/1 B DD 7/5/01 REVISED PER CUSTOMER REDLINES CHECKED This drawing (or print) is the property of Rapid Rack Industries. Inc. and shall not be traced, photographed, or reproduced in any manner, nor used for any purpose whatsoever ezceot by written eermiss�on A DD 6/25/1 PRODUCTION RELEASE .. srzE DRnvnNC ND. R� - ,fl - LO 2 I REV BY DATE DESCRIPTION APPROVED DECK FRAMING EL DECK c LEGEND: 1 %1 1 J 2x42 — 300 SLOTTED ANGLE SUPPCHT —BELOW DECK UNIT — THROUGH DECK UNIT CITY OF [LIF LA APPROVED OCT -32001 AS TOTED ECEIVED CIN R OF TUKWIIA SEP 26 2001 PERMIT CENTER A 1 ma mmilloi 11 jrua liwirw I mei Ar rim mummy Me =WE MEM REM MP MTN OVE DECK ECK C c :1)0 LEGEND: 1 111 MIT "." P —ABOVE DECK UNIT —THROUGH DECK UNIT GIP' Of TAWILA APPROVED OCT - 3 2001 As fiL Li) CITY OF SEP 25 ?MW PERMIT CENTER PROJECT NO PS-1017 JOB Federated Bon Marche 500 South Center Mall Seattle, WA 98188 , ,,,,, PI: ', '',, , [1,110111PM 1 , 14421 Bonelh Street , 1 1 op , i 9 City of Industr 91 R FAX: (626) 333-330; apid Rack Indus nes, Inc. APPROVALS DATE Stock 2 5 - Worn en s Shoes North Stock Room' 'AWN DD 6/25,1 B DD 7/5/01 REVISED PER CUSTOMER REDLINES CHECKED or rins the o This drawing ( pt) i property Rapid Rack Industries. Inc. and shall not be traced, photographed, or reproduced in any manner, nor used tor any purpose A DD 6/25/1 PRODUCTION RELEASE ENGR . A.NG N. R'. sizi= E D , PS — 1 01 7 —LO2H II REV BY DATE DESCRIPTION APPROVED A 1 ma mmilloi 11 jrua liwirw I mei Ar rim mummy Me =WE MEM REM MP MTN OVE DECK ECK C c :1)0 LEGEND: 1 111 MIT "." P —ABOVE DECK UNIT —THROUGH DECK UNIT GIP' Of TAWILA APPROVED OCT - 3 2001 As fiL Li) CITY OF SEP 25 ?MW PERMIT CENTER A 22 A Cl1�FCK FRAMING 24, LEGEND: D2 42 —300 SLOTTED ANGLE —BELOW DECK UNIT — THROUGH DECK UNIT GTY Of TRW. APPROVED OCT - 3 2IOt AS NOTED BUILDNG RECEIVED CITY OF TUKW SEP 26 'pill PERMIT CENTER PROJECT NO. J J. 1 14421 Banell street l IIIPIII fl 'II l lillll1 INH11111,l�l 1141 I lllll li n, APPROVAyS D DATE 5 TITLE DRAWN DD 6 6/25/1 S B D DD 7 7/5/01 R REVISED PER CUSTOMER REDLINES C CHECKED M This drawing i,or print) is the property of A D DD 6 6/25/1 P PRODUCTION RELEASE E ENGR R SIZE A REV B BY D DATE D DESCRIPTION Y APPROVED D A 22 A Cl1�FCK FRAMING 24, LEGEND: D2 42 —300 SLOTTED ANGLE —BELOW DECK UNIT — THROUGH DECK UNIT GTY Of TRW. APPROVED OCT - 3 2IOt AS NOTED BUILDNG RECEIVED CITY OF TUKW SEP 26 'pill PERMIT CENTER H 7 1 \ ! A 1111 DECK 1ofrz3 � B REV DD DD BY 7/5/01 6/25/1 DATE REVISED PER CUSTOMER REDLINES PRODUCTION RELEASE APPROVALS DRAWN DD CHECKED PS -1017 ENCR DESCRIPTION APPROVED DATE 6 /25/1 Bon Marche 500 South Center Mall Seattle, WA 98188 This drawing (or print) is the property of Rapid Rack Industries, Inc. and shall not be traced, photographed. or reproduced in any manner, nor used for any purpose whatsoever except by --" - PROJECT N0. Federated LEGEND: ®I —ABOVE DECK UNIT — THROUGH EECK Uid! X15 OF TUK1.00 APPROVED OCT - 3 2101 AS NO IL ISIJILDIkk71 Fr.7sr56 RECEIVED CITY OF TUKWILA SEP 26 2001 PERMITCENTER Rapid Rock Industries, Inc. 14421 e!ii Aty et nd , Tel: 026` 333 —RACK FAX: I,K26) 333 -3301 Stock 3 Men's Shoe Stock Room b DR4IMNG N) S e 1 0 1 0 ® L ©3 B UNIT ti" STARTER (8' x XX" x 12 ") ADD —ON (5' x XX" x 12') ID 1 PART NUMBER ' QTY AA 4 2 BB 2832 -XX j 4 CC 2832- 2 1 4 DD SRBXX 4 EE P8 -X/:12 1 4 UNIT "V" STARTER (8' x XX" x 12 ") ID PART NUMBER QTY AA APHB 4 BB DRBZ -XX 8 CC DRBZ -12 8 DD SRBXX 4 EE PB -XX12 6 UNIT "V" STARTER (5' x XX" x 12 ") ID PART NUMBER QTY AA AP5 4 BB DRBZ -XX 4 CC DRBZ -12 4 DD SRBXX 4 EE PB -XX12 4 GENERAL NOTES: (UNLESS OTHERWISE SPECIFIED) • RE1 RESEW - !DNS FOB J2 VS -2. 1P- '1s ON 2' 01 CQ1`,. 156" TYP( BB; 3J 1/2" 56 1/2" 42 1/2" 48 1 '2" 16 1 /2" UNIT } 55 1/2" BEAM LE\'E 31 1/2" SEAM LEVEL 33" _EVE_ 33 BEAM _EVE_ 30 1/2" 36 1/2" 42 1/2" 48 1/2" A REV DD BY 7/10/01 DATE 33" BEAM LEVEL 4 33" BEAM LEVEL c UNIT "V" BELOW DECK 24" BEAM _FUEL 12 1/2' PRODUCTION RELEASE DESCRIPTION DRAWN CHECKED ENGR APPROVED APPROV'A.LS 00 TYR ROJECT NO. PS -1017 DATE 7/10/01 30 1/2" 36 1/2" 42 1/2" 48 1/2" JOB Federated Bon Marche 500 South Center Mall Seattle, WA 98188 This drawing (or p4nt) is the property of Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced in any manner, nor used for any purpose UNIT "V" ABOVE DECK UTY Of TIiKWILA MPPRUVED OCT -3 2001 AS Ntt SIZE IE2LD2'A T'.'5 fir: RECEIV CITY OF TUK WILA SEP 26 2001 PERMIT CENTER Rapid Rock !noustnes, Inc. TIME BEAM LEVEL 12 1/2" 11 4 i R 14421 2T S r 2t City of Indust'. C 9 1 . Tel: (626 ) 353 FAX: (626) 333 -3301 Unit Elevations DRAWING N0. PS-1017—E01 1_AI UNIT "V STARTER (13' x XX x 12 ") ID PART NUMBER QTY AA AP H13 4 BB 1 = , R87 -XX 10 CC 2R_Z -12 10 DD SRBXX 10 EE _ ,_ -XX12 10 GENERAL NOTES: (UNLESS OTHERWISE SPECIFIED) • RE1 RESEW - !DNS FOB J2 VS -2. 1P- '1s ON 2' 01 CQ1`,. 156" TYP( BB; 3J 1/2" 56 1/2" 42 1/2" 48 1 '2" 16 1 /2" UNIT } 55 1/2" BEAM LE\'E 31 1/2" SEAM LEVEL 33" _EVE_ 33 BEAM _EVE_ 30 1/2" 36 1/2" 42 1/2" 48 1/2" A REV DD BY 7/10/01 DATE 33" BEAM LEVEL 4 33" BEAM LEVEL c UNIT "V" BELOW DECK 24" BEAM _FUEL 12 1/2' PRODUCTION RELEASE DESCRIPTION DRAWN CHECKED ENGR APPROVED APPROV'A.LS 00 TYR ROJECT NO. PS -1017 DATE 7/10/01 30 1/2" 36 1/2" 42 1/2" 48 1/2" JOB Federated Bon Marche 500 South Center Mall Seattle, WA 98188 This drawing (or p4nt) is the property of Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced in any manner, nor used for any purpose UNIT "V" ABOVE DECK UTY Of TIiKWILA MPPRUVED OCT -3 2001 AS Ntt SIZE IE2LD2'A T'.'5 fir: RECEIV CITY OF TUK WILA SEP 26 2001 PERMIT CENTER Rapid Rock !noustnes, Inc. TIME BEAM LEVEL 12 1/2" 11 4 i R 14421 2T S r 2t City of Indust'. C 9 1 . Tel: (626 ) 353 FAX: (626) 333 -3301 Unit Elevations DRAWING N0. PS-1017—E01 1_AI STAIRS UNIT V BELOW DECK SECTION A ®A BACKGROUND UNITS REMOVED CATWALK SUPPORT DECK MEZZANINE BEAM 58" UNIT V ABOVE DECK UNIT 'V — 30C SLOTTED ANGLE COLUMN — UPRIGHT SECTION C —C WALL 300 SLOTTED ANGLE WALL 300 SLOTTED ANGLE UNIT 'V —, SECTION B —B BACKGROUND UNITS REMOVED 36" CBY OF TUhW U APPROVED OCT -3 2001 AS w� ED CITY OF SEP 26 2001 PERMIT CENTER ROW 1 , SPACER UPRIGHT I I I ; ' 1 I Y _ '1 a I� r• PROJECT NO PS -1017 11 IIII 1 l I I I I Il I III IIII I I 144 Banel S I � l R �� ® � � R � A IC1 i 11 ' I �I city of Industry, I +r;I rI l u �R1 Te (a -� Rapid Rack ' noustries Inc. FAX: � b 11 1 1 - ‘,. MIN APPROVALS t y °K TITLE System ®yy�Elevations S ys to m IN N NN DRnwN R.GONZALEZ 7/16/01 CHECKED `I t∎ ∎1 �1 1 RC NI PRODUCTION RELEASE ENCR vI s¢E DRawiNC Ne $�'�11 �(�IJ Ro: I t P S —101 �— E O 1 A REV BY DATE q.- APPROVED 7.2xecre, I N IIIMIIIIMUMMI 1 1 I ME IIIMIE STAIRS UNIT V BELOW DECK SECTION A ®A BACKGROUND UNITS REMOVED CATWALK SUPPORT DECK MEZZANINE BEAM 58" UNIT V ABOVE DECK UNIT 'V — 30C SLOTTED ANGLE COLUMN — UPRIGHT SECTION C —C WALL 300 SLOTTED ANGLE WALL 300 SLOTTED ANGLE UNIT 'V —, SECTION B —B BACKGROUND UNITS REMOVED 36" CBY OF TUhW U APPROVED OCT -3 2001 AS w� ED CITY OF SEP 26 2001 PERMIT CENTER ROW 1 , SPACER UPRIGHT PROJECT NO PS -1017 JOB Federated Bon Marche 500 South Center Mall Seattle, WA 98188 IIII 1 l I I I I Il I III IIII I I 144 Banel S I � l R �� ® � � R � A IC1 i 11 ' I �I city of Industry, I +r;I rI l u �R1 Te (a -� Rapid Rack ' noustries Inc. FAX: � b APPROVALS DATE TITLE System ®yy�Elevations S ys to m DRnwN R.GONZALEZ 7/16/01 CHECKED This drawing (or print) is the property of Rapid Rack Industries_, Inc. and shall not be traced. photographed, or reproduced in any manner, nor used for any purpose A RC 7/16/01 PRODUCTION RELEASE ENCR s¢E DRawiNC Ne $�'�11 �(�IJ Ro: I t P S —101 �— E O 1 A REV BY DATE DESCRIPTION APPROVED STAIRS UNIT V BELOW DECK SECTION A ®A BACKGROUND UNITS REMOVED CATWALK SUPPORT DECK MEZZANINE BEAM 58" UNIT V ABOVE DECK UNIT 'V — 30C SLOTTED ANGLE COLUMN — UPRIGHT SECTION C —C WALL 300 SLOTTED ANGLE WALL 300 SLOTTED ANGLE UNIT 'V —, SECTION B —B BACKGROUND UNITS REMOVED 36" CBY OF TUhW U APPROVED OCT -3 2001 AS w� ED CITY OF SEP 26 2001 PERMIT CENTER ROW 1 , SPACER UPRIGHT MEZZArd ':- U = S '26" — HANDRAIL DICK UPRIGHT SECTION C --C ECKGRO'DND KNITS REMOVED UNIT V SECTION A -A BACKGROUND UNITS REMOVED % UNIT V ABOVE / DECK 300 SLOTTED ANGLE DECK 300 SLOTTED ANGLE — WALL STAIRS `ROW SPACER UPRIGHT 52" UNIT V BELOW DECK UNIT V ABOVE DECK \ UPRIGHT 70" SECTION D —D HANDRAIL 144" SECTION B —B BACKGROUND UNITS REMOVED WALL —DECK ROW SPACER UPRIGHT MEZZANINE BEAM UNIT ABOVE DECK DECK ROW SPACER CITY OE TRoittA APPROVED OCT - 3 2M1 AS AO M P1 _Tfi�n Dh., fo ; RECEID CITY OF T SEP 26 2001 PERMIT CENTER 1 300 SLOTTED ANGLE PROJECT NO PS -101 7 JOB Federated Bon Marche 500 South Center Mall Seattle, WA 98188 I III II 1 IN10111111ll. 1 III I I I1 III II I I 14¢ 1 Bon I fit` e: i� 1 I I I 7 i ® lulu t�l 1' �I C y of Indr 4c , ,I:pa JII 1 k ' 1 rf � °d T I Rapid Rack Industries Inc. F4 ( 620! ._ = - APPROVALS DATE TLE s} T, '} Elevations System Elevations DRAWN R- GONZALEZ 7/17/01 CHECKED This drawing (or print is the property of Rapid Rack Industries, Inc. and shall not be traced, photogrcphed, or reproduced in any manner, nor used for an purpose Y P' o hnt�navPr Pvran by «often nermissian A RG 7/17/01 PRODUCTION RELEASE ENGR SIZE I DRAWING NO. I REA i D P S — 1017 — E ®2 _ I A ___ REV BY DATE DESCRIPTION APPROVED MEZZArd ':- U = S '26" — HANDRAIL DICK UPRIGHT SECTION C --C ECKGRO'DND KNITS REMOVED UNIT V SECTION A -A BACKGROUND UNITS REMOVED % UNIT V ABOVE / DECK 300 SLOTTED ANGLE DECK 300 SLOTTED ANGLE — WALL STAIRS `ROW SPACER UPRIGHT 52" UNIT V BELOW DECK UNIT V ABOVE DECK \ UPRIGHT 70" SECTION D —D HANDRAIL 144" SECTION B —B BACKGROUND UNITS REMOVED WALL —DECK ROW SPACER UPRIGHT MEZZANINE BEAM UNIT ABOVE DECK DECK ROW SPACER CITY OE TRoittA APPROVED OCT - 3 2M1 AS AO M P1 _Tfi�n Dh., fo ; RECEID CITY OF T SEP 26 2001 PERMIT CENTER 1 300 SLOTTED ANGLE WALL I I • -LI \ 177 • I I =ME 111111111U , d • ..-- ---=.E . Adrilllig limilikimirm■ ji 0 14 . 0111 kil it 11 11 • 1 Emir JP-7-4 LIMI■ini111 !," Irsie MIR I IM1W' 11 1, 1 1_11r41 1111•1111•11 ROW SPACER WAJL — H CATWALK VT SUPPORT MEZZANINE _ BEAM 72" CATWALK SUPPORT 52" UNIT V ABOVE DECK UNIT V 118" LMEZZANINE BEAM SECTION AA BACKGROUND UNITS REMOVED WALL UNIT V BELOW DECK WALL DECK STARS ■■1 WALL i■E Nom i■N imM HEI• MEM 1■• 1■• -- WEI :ii=1. 11 1 1 R WM MIMI 1■MI F. 1■• IMMI I. IIMIIIIMI IIIIIIIIIN mwa. maw tq I■N W1 446: .. ...... .. 1—.. I •.• .. e...• 1• 1111=1111 ■■ MEM ■■ -,I■• U IMMUM •E• 11•■ IMINO I ME■ I■il =M MEM =MI 1■• =MN MM. = mom 1■• =l■ 111 =NM IMM1• 111 MOM I■1 INEMN M. =MI II■• =---- -- =M 300 SLOTTED ANGLE •1 •1 •1 UNIT V ABOVE —\ DECK \ ROW SPACER 82" DECK SECTION CC BACKGROUND UNITS REMOVED WALL "b0 (ATV Of EMU APPROVED OCT - 3 2001 AS NOCED gt/11.01Nt1i; Olti/7110,i CITY SEP 26 2001 PERMIT CENTER GEN A A RC REV BY 7/18/01 PRODUCTION RELEASE DATE DESCRIPTION PROJECT NO PS-1017 APPROVALS '""R.GONZALEZ CHECKED ENGR APPROVED DATE 7/18/01 JOB Federated Bon Marche 500 South Center Mali Seattle, WA 98188 This drawing (or print) is the property of Rapid RUCK Industries, Inc. and shall not be traced, photographed, or reproduced in any manner, nor used for any purpose whatsoever except by written permission 11 1 1 ° 0 1' 'VI I TITLE SIZE Rapid Rack Industries Mc• System Elevations 14421 Bonelli Street City of Industry, CA 1 t Tel: (6261 333—ReCK FAX: (625) 333-320 1 AP \\ M TER ". RA -1508 ANGLE PCS !14 GA. I 1/ -325 A 569 R COLUMN AND APH POST CONNECTION STEE_ PART NO APHXX PART NO. SRB -XX 9/16 "—f nWG NO DESCRIPTION MATERIA_ 1 7 /8" DWG NO. DESCRIPTION MATERIAL RA -1509 ANGLE POST HEAVY DUTY 14 GA. (.0747) ASTM A 569 HOT ROLLED STEEL t 1 1/2" RA -1551 SINGLE RIVET BEAM 14GA. (.0747) ASTM A 569 HOT ROLLED STEEL 15/16" APH POST -1 1 7/8" APH POST CONNECTION 4J A REV RG BY 7/19/01 DATE PART NO. TPXX PART NO. 300 -XX AP OR APH lu d DWG NO. RA -1565 DESCRIPTIONITEE POST MATERIAL 14 GA. (.0747) ASTM A 569 HOT ROLLED STEEL DWG NO. RA -1575 DESCRIPTION 300 SLOTTED ANGLE MATERIAL 12 GA. (.1046) ASTM A 569 HOT ROLLED STEEL H PART N0. DWG NO. RA- 1536/RA -1537 FPD FPSR /L DESCRIPTION FOOT PLATE DOUBLE & SINGLE R/ L MATERIAL 14 GA. (.0747) ASTM A 569 HOT ROLLED STEEL NOTES: (UNLESS OTHERWISE SPECIFIED) 1. ANCHOR FOOT PLATE TO FLOOR WITH A 01/4 x 3" LONG IMBEDMENT ANCHOR BOLT. (SEE ANCHOR BOLT DETAIL) 2. TYPICAL (2) ANCHORS PER DOUBLE FOOTPLATE. o, �a \/ FASTEN WITH #14 x 3/4" LONG TEK SCREW PRODUCTION RELEASE DESCRIPTION PROJECT N0. JOB PS -1017 Federated Bon Marche APPROVALS DATE 500 South Center Mall DRAW "R.GONZALEZ 7/19;'01 Seattle, `V9 98188 CHECKED GR 1 1/2" AP OR APH PART NO DRBZ ®XX Imll 47 �� 2 3/16" 3/8"T PART N0. WAXXX PART NO T1 DWG NO MATERIAL DESCRIPTION DWG N0. DESCRIPTION MATERIAL NOTES: (UNLESS OTHERWISE SPECIFIED) 1. ALL ANCHORS TO BE "HILTI KWIK BOLT 11" OR EQUAL. 2. USE TO ANCHOR PALLET RACK AND FIXED UNITS TO BUILDING FLOOR. APPLICATION SHELVING PART NO. WA -325 01/4" 3" DWG NO. RA -1569 DESCRIPTION TIE PLATE MATERIAL 14 GA. (.0747) ASTM A 569 HOT ROLLED STEEL NOTES: UNLESS OTHERWISE SPECIFIED) 1 INSTALL 3 TT (TIE PLATE) PER SIDE BY SIDE UNIT, 1 © APPROX 6" FROM BOTTOM OF UNIT, 1 © APPROX 6" FROM TOP OF UNIT, & 1 C APPROX MIDDLE OF UNIT. Doi -� 3G. This drawing (or print) is the property of Rapid Rack Industries, Inc. and shall not be traced, photographed, or -eproduced in any manner, nor used for any purpose RA -1555 DOUBLE RIVET "Z" BEAM 14 GA. (.0747) ASTM A TmF SCALE: N.T.S. NONE WEDGE ANCHOR BOLT SEE BELOW RECEIVED CITY OF TUKWILA SEP 26 2001 PERMIT CENTER I 'IjlDl I 1 Rap rd Rack Industries Inc Part P0__E0 _ -- 6l7Y Of TWOVICA APPROYEO OC i - 32001 AS .NO l E i "L.RLoNG or1,1 1 , etails IMBEDMENT 2" 14421 Bonelii Street City of Indus:'.. CA 91E46 Tel: (620 333 —k.ACK FAX: (626) 333 -3301 SIZE DRAWING NO -� I R RC -96R POST 1 _SC RIPTICN C r 0 1- T I = i - I 1 5/8` PART NO. MBH8 -XX 9 1/2" PART NO. DESCRIPTION PART NO. WAXXX DWG NO. DESCRIPTION MATERIAL NONE WEDGE ANCHOR BOLT SEE BELOW CS- 410 -XX I CATWALK SUPPORT PART NO. BRACE -DIAG 3/4 ' 3/4" J MEZZANINE BEAM MB DIAGONAL DESCRIPTION DESCRIPTION A REV RG RY 7/24/01 DATF ) 6" INITIAL RELEASE DESCRIPTION PART NO RS- 41.3 -XX 5 1/2" NOTES: (UNLESS OTHERWISE SPECIFIED) 1. ALL ANCHORS TO BE "HILTI KWIK BOLT II" OR EQUAL. 2. USE TO ANCHOR PALLET RACK AND FIXED UNITS TO BUILDING FLOOR. PART NO. WA -425 01/2" 4 1/4" IMBEDMENT 2" 1 APPLICATION PALLET RACK s l) 0 1-- PROJECT CHECKED ENGR APPROVED APPROVALS ROW SPACER PS -1017 R.GONZALEZ DATE 7/24/01 DESCRIPTION SCACE N 'Federated Bon Marche 500 South Center Mall Seattle, WA 98188 This drawing (or print) is the property of Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced in any manner, nor used for any purpose RECEIVED CITY OF TUKWILA SEP 26 2 001 PERMIT CENTER GTR OF TUKWILA 4PPR0aD OCT 32 RS k0T-U B "LT!NT DIV ??1pf„ l ill II 111 �II 1 lIIi nil • Rl III;I i, I � � I �iul II I,uInllulu ul i in� I I�l�I, IIIfAI Rapid Rock lndus(ries, Mc. Pallet Rack Details SIZE DRAWING NO.� fl 1'7 m A I' Y 9 14421 Bonelli Street ' City of Industry. OA gI - 46 Tel: (6261 333—RACK. FAX: (626 ) 333 -3301 REV