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HomeMy WebLinkAboutPermit D2000-380 - BED BATH AND BEYOND - PALLET RACKSBED BATH AND BEYOND 240 ANDOVER PK W D2000 -380 OCCUPANT BED BATH AND BEYOND Phone: . 400 STRANDER BL, TUKWILA, WA 98188 OWNER THE SEATTLE. FUR EXCHANGE, INC. Phone: 206 - 246 -7611 ATTN: JAMES E. SWEENY, PO BOX 88159, SEATTLE, WA 98138 CONTACT., MIGUEL GONZALES Phone: 909- 869 -0989 161 ATLANTIC, POMONA, CA 91768 CONTRACTOR CONTRACTORS (WA) LTD .Phone: 503 - 255 -0977 10250 NE MARX ST, PORTLAND, OR 97220 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, Permit Description: INSTALL PALLET RACKS. r.t ************************************************************************************: Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water. Meter Permits Listed Separate) Eng. Appr: 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: End Time: Sanitary Side Sewer: N _. No: Sewer. Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES:._ $ __ 1,644.19 `***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** r .. City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022310 -0070 Address: 400 STRANDER BL Suite No: Location: Category: ARET Type: DEVPERM Zoning: CM Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: . .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Contractor License No: MARKECW066NU Permit Center Authorized Signature: Signature:_ Print Name: .1511212Q DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: STORE UBC: 1997 Fire Protection: East: .0 West: .0 Streams: Date: (206) 431 -3670 D2000 -380 ISSUED 01/11/2001 07/10/2001 Size(in): .00 End Time: Fill - I hereby certify that I have read and examined thi permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this p,prmit does not presume to give authority to violate or cancel the provision any other state or local laws regulating construction - or the performanc'- ork. I am authorized to sign for and obtain this development per 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. z 1 6 U O N 0 co w ( i ) w w O , LL Q (J . z � z � D p O I- w uj ui U) 0 z Address: 400 STRANGER BL Suite: Tenant: Status: ISSUED ' Type: DEVPERM Appl i ed: 11/29/2000 Parcel #: 022310-0070 , Issued: 01/11/2001 ***4*********************************************************************** Permit Conditions: 1 . - ""BUILDING DEPARTMENT CONDITIONS*** 2. No changes will be made to the plans unless approved by the Engineer and the Tukwtla,6Uf1dirig' 1. All construction to be done in conformance with approved Plans and requirements of the Uniform Byi lding Code (1997 'Edition) as am Uniform Mechanical' Code (1997-:Ediyon), and Washington„Stat; Energy Code (1997 Edition). 4. All permits, : records, ' and ''approved plans shall' be a v a i l a b l e , et , ` the job „ si te' prior to the start of any struction%rf These' doLunients are to be maintained and'. able until l final tnSPaotiOn, approval is granted.. • ***FIRE DEPARTMENT 'CONDITIONS*** The attathee.set of 'plans have been reviewed by The Fire -% Prevention Bureau and,4re acceptable with the following concerns: . Storaile: may not be closer than 36 inches in all directions to oe'cill ing7,hung" "Space or Unit" heaters. ,(UFC ,1109.2) Storage may not be closer than 18 inches below sprinkler heads. ;, (NEPA 13, = ▪ In dOUble, racks .with - tfei9Pts of storage "uP inclUcOnO, an ,average_noninaf,.6'tnansYerse-fime Spate between loads or at rack uprights shall : be maintained (NFpA13), 0, Mainta minimum 6" longitudinal flue space between back to ! back rao,ks. 1(NFPA 13 ) 11. Where storage height exceeds 15 feet and ceiling sPrinkjers.y only are:i protection by;one of the'fol lowing: methods iSy reqUi red for steel building % col umns l ocated within racks: (a) fire 'proofing, ( b ) sidPwall sprinklers 4i:-.thec 15 foot elevation of the column, (c) -; ceiling sprinkler density minimums - as ' determined by the Tukwila Fire Prevention Bureau.. (NFPA 12. Aisles leading to , ;required exits shall be provided from al 1 portions of build•UngS.. Aisles located .within an accessible route of travel shall also comply with the..Building Code 'requirements for accessibility. (UFC ' 1204 .7. 1) ' Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose stations and curtain boards may be required by Table 81-A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. 14. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for apprOval prior to installation.) (City Ordinance #1901) 15. Racks designed for high-piled storage must comply with section 2207 of the Uniform Building Code. Please contact the Tukwila Building Department for detai l s pertaining to CITY OF TUKWILA Permit No: D2000-380 0 0 to 0 w w w w 0 g:3 u_ 22 a . g. P 1- 0 LIS 2 D 0 I- wuJ ▪ r 0 ▪ Z Il e) _CO r: 0 I- I ereby certify' that I have read these conditions and will- comply`;, with,them :as =k outlined ` : All provisions of law and ' ordinances govern th'is 'work ,w 1 ; be''comp li ed = th specified here i n -;ar not, {' .Print °Name; i•� 1, 't - ,. , w ^' . .•r The grant 1ri,q of: th'i s permi ' does "not.pre�sume : giv e uthorit violate or, t revisions of any other, work or "local la w:; reguiatin" co :' "`r n or the per formance of ` work design and installation standards. . Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. . 'High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or ,combustible materials on 'pallets or in racks more than 12 feet. in height. For certain special - hazard commodities .such'as.rubber; tires, plastics,, some flammable liquids, idle pal lets,` etc. :, 'the critical pile height may be as low as 6 feet. (UFC article .2, sec. 209 -H) Contact the Tukwi la Fire Prevention Bureau to witness required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) • This review limited to spcul'et"i've tenant space only -. special fire . permi,,ts may be necessary . depend i'ng on , detailed; description of intended :use. ' • 'Any overl ooked< hazardous cond i t i'on and /o"r violation o adopted Firer or ='"Bui ld i ng Codes does not . imply approva such condi ti,o.n or 4v,iolation The plans f.wei reviewed by 512x. If you have an questions,, - please call , .the Tukwi la -Fire Prevention Prevention at (206)5575 -4407. :" CL UO CA 0 cn w= w 0 g Q co D = v z � z U � 0 0 �` u j H 0 • Z U co Z CITY OF TUK WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Description of work to be done: """`■ CTPERMIT.DOC 1/29/97 i?MNNW.NN a MAW. •Wro Project Number: Permit Number: Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be acce t hrough the mall or facsimile Existing use: ® Retail ❑ Restaurant ❑ Multi- family "Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes co no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? lE` 1J' yes ❑ no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other. (specify) Building Square Feet: 6 /2- existing Area of Construction: (sq. ft.) 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 ICANT REQUEST..FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLO,WI (Additfonalreviews :maybe determined.by the•Public.Works'Department)' . ` Cl Channelization /Striping ' ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ 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 a l ed: 11 -7 -OD Dale a lio ex s: Applic by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM Z rr� 00 rn w = 2W W 2 QQ LL? cn Z � W U� O O H W 2 I - ,- u- W Z c) O~ Z Project Name/Tenant: iJ - e �l �� ��� G 550 y Value o Construction: 00 / 0 00, 00 Site Address: L, z[ City State /Zip: r^/ A ti ric o ems. Y c-LI c LV / 4 le,0, 1c, Tax a�����r(((jjje N f u � -� D Property Owner: Phone: Street Address: City State /Zip: Fax #: Contractor: 0 W ,,, , -7.,_. / �� ,-, t' I el, Phone: Street Address: 111 City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone Street Address: � ' / (6' /� - /' //�` F _ f LJ / i) City State /Zip: L•L. LD.Mri h 71 .0c p/,P Fax #: Contact Person: 19 ( Lt.t.L /� C.) C) 2A -122 hone: ?Oci .�6rr— OW Street Address: / / `/t 'T t- A— . c- City State/Zip: Pin •Ltv' .w. Cc, i 17I, Fax #: CITY OF TUK WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Description of work to be done: """`■ CTPERMIT.DOC 1/29/97 i?MNNW.NN a MAW. •Wro Project Number: Permit Number: Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be acce t hrough the mall or facsimile Existing use: ® Retail ❑ Restaurant ❑ Multi- family "Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes co no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? lE` 1J' yes ❑ no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other. (specify) Building Square Feet: 6 /2- existing Area of Construction: (sq. ft.) 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 ICANT REQUEST..FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLO,WI (Additfonalreviews :maybe determined.by the•Public.Works'Department)' . ` Cl Channelization /Striping ' ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ 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 a l ed: 11 -7 -OD Dale a lio ex s: Applic by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM Z rr� 00 rn w = 2W W 2 QQ LL? cn Z � W U� O O H W 2 I - ,- u- W Z c) O~ Z BUILDING OWNER OR AUT ORIZED AGENT: Signature: _ � Date: , ( I co Print name: . Ci �1 p, Con, ., p :: I l .� 7 Phonef� 4 Fax it: Address / 6 / A i I, 4,, 71 , E t o /Zi City /Sta d /Zip y giP _ . (c Q t 176c? ALL COMMERCIAUMULTI -F L t ILY TENANT IMPROVEMENT/A1ZRATION PERMIT APPLICATIONS M BE SUBMITTED WITH THE MEM WINO: )> ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ 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) J r 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 Q those, identify by size and species which are to be removed and saved H z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change IX 2 of use only) D 11. Location and gross floor area of existing structure with dimensions and setback U 0 0 12. Lowest finished floor elevation (if in flood control zone) 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H - w = H 9). u) u_ El Floor plan: show location of tenant space with proposed use of each room labeled w 0 2 ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of g Q any hazardous materials; dimensions of proposed tenant space. co d ❑ ❑ Vicinity Map showing location of site H = ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack H O layout and all exit doors., Show dimensions of aisles, include dimensio" ns of height, length, and width of w w rack. Structural calculations are required for rack storage eight feet and over. D 0 CI Indicate Indicate proposed construction of tenant space or addition and walls being demolished O (.0 O H ❑ ❑ Construction details = w I - U ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of u- water supply to sprinkler vault with documentation from contractor stating supply line will meet or ti.i Z exceed sprinkler system design criteria as identified by the Fire Department. U O I ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Z ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance �r other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, 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. C'TPERMIT.DOC 1 /29/97 44 44 'sas4 :ti:'t.t , t4 :ta et hk,hV.t A** A A *A lr AA***AAA* NA***AAAAA* -A A AA:1 lr 1.l lti , t r + r 4.1`hs!*"A.h A. x>) t I*:4••4g.4:t k: kttr4ck1 4 * : th.!h . k:!:4 I ( ti t l P l w ht }.� n14C1!?t P r St3t.�t } � : t ' C i c t l P l ' _ r • a + 3 2 . 2 . 4 6 1 A . : . 19 c?,; i? 0 tt r. ; t:l Ll }: l• t} tl :' .. i.. A , 19 It 1 1114 E H l• 141. f 11 'I 7 1: 1' 111 !' t ! r r t .1.t t4't: t 1) :: SI 5 ) (; •. a l l t) !' vJ u t r....• - .-9 I:') N li It t4 13 !_.V t : i • l .1 ti ii t4 f . i , I w N : L . . I `.It P' Ge }'- illo: i2 2. !. 1.' — tft .i u. : t9 I 4 1 1 i11' tx � �. '14 : 1 4 1 ) It ' •f' li W . d� ' [ ?'t' it t 1' r.a G is : :: I 4 t ,:.t 'a ~ uJ i i.t l !.�.{ 1at Z; * , ah lr'7ti i I e k k k � + i s k 4 * k' A :A h i / Fit >k is a it l ti\ rS. �r + �c do rt i k * k k k 4c * k rt .� 1 +� z'r dr k IV** i � a' 7 r W W' • t' C 1,' t` t! fl L t C+,(1 G' 1. t? Ei C.1'. ) I) . it 1 t; h l4 m C t.t l y: t 0 Ci'0' w 4 ;.i > f ,i }? L. f4 ∎ t; It L. i.. f:. t4 t! PI It t. '? .r ,.:3 k N' — if-:1-—i• U 1 N Z E. 0294 12101 ' 9710 TOTAL 645.94 "14 ' p w7�.' fj � Ati.1 , e... t.. :r.iuur.L:.L3e,LCv.So'+.+..c,.J x.:: t wi. .r s.�, ,... . 4c .fir �'::.• u , :;w� "Yy 4 P. * * * * * * * z4 * * * * * * * *k * * * *i4* ******* k *** * *'* * * * * * * * * * * * * * * * * *k *'A * * * ** • CITY..OF' TU WJLF1. WA * `'�� TRANSMIT * '4 * * *; *alr*'* * * * ** *' * * * * * ** * * * * * * * *** * * * * * ** * * * * ** •TRANSM:1T dumber: '- `Amount: . 99£3.2 ; 01/1.1./01' 14:22 `.: Payment Method: CHECK Notation: BED BATH BEYOND 2n'it: ILO P ermit No: 02000 -380 •Type: 1)EVPERM DEVELOPMENT PERMIT � P arcel ° Non ':022310- 0070 • e;'Addres,s: 400 STRANDER BL Total Fees: 1.644.13..: :TM Payment >. 993.'25 Total ALL Pmts: 1.644.19 Balance: .00 ** Ir * * *** **'k * ** ** *std* * * *** *** * ***k * * * * * ** ** *k *cede * * ** *fie * ** *** * * * ** 'Account Code DeScri pt ion Amount 'Q00/3 i00 %BUILDING NONRES 993.75 • 000/386.904 SURCHARGE, 4.50:. 1518 01/12, 9710 TOTAL,, 9982 5 c �rkr >i '. "*74 i' %'! (f ins` i' ;r +,, •ls� l `,Y {��1ilr.Yr • Project: - ,") , 7) .434e.a (�? Type of Inspection: , a 5e /5/11/c (.x`11 WW/ - Address: ' ¥OV ter S / Date palled; e i I Special instructions: Date wante : 02 0 a.m. p.m. Reques r: , Phone: (,e-i-/ 206 - 660.-- 91'?1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector L AI A U $47.11 '' EINSPECTIO at 6300 Southcenter BI I Receipt No: 55 i INSPECTION RECORL` Retain a copy with permit Corrections required prior to approval. 14 p ���� e S 1 p ,- tied 7 c 1141 Date: 00 -00 PERMIT NO. (206)431 -3670 E REQUIRED. Prior to inspection, fee must be paid , Suite 100. Call to schedule reinspection. .� Date: I ilaNg4 ;' &lt at t lIw t rs. twin " g6A4,1nI r`:i'adstliaskt,'�'., .0.14ikxo..4 ; 1ctx� +i.»+ " +':-b : s'. w.` W' 1.otF.adF#.iU7inii.22431 .A5et ,aA.r i"*/ aflt.. tN..fif?%isr J+ k?itiaGknz��{'- N+✓+fhs...rFn... LAUrir rrwt.'6,s,. re W o O. coo 9� IL w 0 g J t. _' w d I- w Z j I- 0 z F w w !. U N ' 0 _ V' • Z; tn z " ect: r ,j /. 1 v) 6,0 d Type of Insp don: AP M A'dr• 1 A) Date call � Special instructions: l # ,, X /00 z / l Date wanted: I c 1� 1 d 4 4 Requester: t-1, i "c Phone � W p � a ' / o b i tl . \ h . INSPECTION RECD -ri Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3 COMMENTS: / O t re..9L41(..„ `` . -r4, d � . 1-10_14 fpe W vtioNt r f T Date: Approved per applicable codes. --- 2}7 C 0( 0 $47.00 REINSPECTIOWFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite100. Call to schedule reinspection. Receipt No: Date: • ` Fri ` s1®..rok�z ate. ' szra6lrs .'�' " + m. z� +z."��c t4 i c t�F� itg' i ' F( Corrections required prior to approval. tMtn4 *dhti:�Y�ti1+�t14 4 7;6 t re Ili, 6 J o w W w o u_ co I--w z Z � F- o Z H w W ; D O O tn I" - w - o' u o I- a Approved per applicable codes. INSPECTION RECD Retain a copy with permit INSPEC/ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 D2000 -..0) PERMIT NO. Project: But Addres �o Strati. Special instructions: Type of Inspection: Se IS lT1; c ( ffrh /'yl Date cal Jed: / / /'l Date wa ed: //9 Re ues er: a.m. p.m. Phone: � la-6,0_104o ` (206)431- Corrections required prior to approval.: COMMENTS: 0 - A-c ibb 0 $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: iakaa);:;:g.i,r1'1. Uri ■.t:A4s.(t , , 1Fi£I. � Q 5 s O 0 CO of to Ur ALL W 0 ' g CO I-- W Z 1- 0 z ►-: L11 uj 0 0I- 111 W I U LO r' VN . 0 Z Sprinklers: Fire Alarm Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection DAN' e,1 Approved without correction notice Approved with` correction notice issued Permit No. O Suite Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 4'j0'tit•N(Mi�•+w.h•`4.r�; r ,...7; '.: ,77;7,77 t^: of Tukwila z W U 0 coo UJ W J W 0 J' co ' v ' F. W Z ~; o Z W U0 0 t— u j H U ~O . u Z ` U ' O Z 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 SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES INDIANA OHIO KANSAS OKLAHOMA MICHIGAN OREGON MINNESOTA PENNSYLVANIA MISSOURI TEXAS MONTANA UTAH NEVADA VIRGINIA NEW MEXICO WASHINGTON WISCONSIN SEISMIC ANALYSIS OF STORAGE RACKS FOR BED BATH & BEYOND #371 240 ANDOVER PARK W. TUKWILA, WA JOB #:00 -2046 EXPIRES APR 12 7nd ALASKA ARIZONA CALIFORNIA COLORADO CONNECTICUT GEORGIA IDAHO ILLINOIS RECEIVED CITY OF TUKWILA N t1 4 I ! PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL (909)869 -0989 • FAX : (909)869 -0981 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 BED BATH & BEYOND # 371 BED BATH & BEYOND 2 OF 34 M.T. DATE 10/23/00 DESCRIPTION TITLE PAGE TABLE OF CONTENTS WIRE WELD STORAGE FIXTURES TABLE OF CONTENTS PAGE 1 2 3 TO 14 PROJECT SCOPE, PARAMETERS, & SPECIFICATIONS 4 GENERAL CONFIGURATION 5 SUMMARY & ELEVATIONS 6 TO 8 LOADS & SEISMIC DISTRIBUTION 9 COLUMN ANALYSIS 10 LONGITUDINAL BRACING ANALYSIS 11 TRANSVERSE BRACING ANALYSIS 12 OVERTURNING ANALYSIS 13 SLAB & SOIL ANALYSIS 14 RAPID RACK STORAGE FIXTURES 15 TO 34 PROJECT SCOPE, PARAMETERS, & SPECIFICATIONS 16 GENERAL CONFIGURATION 17 SUMMARY & ELEVATIONS 18 TO 25 LOADS & SEISMIC DISTRIBUTION 26 LONGITUDINAL & TRANSVERSE ANALYSIS 27 COLUMN ANALYSIS 28 TO 29 RIVET CONNECTION CHECK 30 SHELF ANALYSIS 31 TO 32 OVERTURNING ANALYSIS 33 SLAB .& SOIL ANALYSIS 34 W U Q • u • w LL W 0 i g Q; W ' D I-' w i t I Z! uy PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 3 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 10/23/00 TEL: (909) 869 -0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 WIRE WELD STORAGE FIXTURES 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 e ED BATH & BEYOND # 371 BED BATH & BEYOND 4 OF M.T. 34 DATE 10/23/00 WIRE WELD SHELVING ANALYSIS PROJECT SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUIILDING CODES WITH RESPECT TO STATIC & SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. PRAMETERS: STORAGE RACKS CONSISTS OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH THE LONGTITUDINAL & TRANSVERSE DIRECTION. STABILITY LONGTITUDINALY IS DEDPENDENT ON THE X-BRACES, WHILE THE WIRE WELD PANELS ACT TRANSVERSELY. LONGTITUDINAL DIRECTION V TRANSVERSE DIRECTIO SPECIFICATIONS: TRIBUTARY AREA BEING ANALYZED MAIN STEEL - 50,000 PSI BASE PALTE STEEL - 36,000 PSI ANCHOR (WEDGE TYPE) - 1 /4 "0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD ICBO #1372 FLOOR SLAB - 4" x 2,000 PSI SOIL BEARING PRESSURE - 1,000 PSF SEIZMIC ZONE - 3 ":1 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LENERAL CONFIGURATION NOTE: Al UNITS MUST EITHER BE TOP TIED OR WALL TIED. PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 5 OF 34 CALCULATED BY M.T. DATE 10/23/00 1) COLUMN 2) BASE PLATE 3) ANCHORS 6) SHELF 7) SWAY BRACE V -A) TURNBUCKLE Saiir . ..: . ?:ai#.....t..v:� ;41'.kat rswi 5z k,3uf2Z is s;:%:x v' :�a rig:;(! INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY BED BATH & BEYOND # 371 BED BATH & BEYOND 6 OF 34 M.T. DATE 10/23/00 SUMMARY & ELEVATION ELEVATION: SUMMARY: 1 48"--t 4" 112" a I S I ■ • • 1 • Front View 12' TYP. J 4" 144" 120" TYPE Al e12" Side View 4n NOTE: 1/4"0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD ICBO #1372 SEISMIC ZONE - 3 WEIGHT/ LVL - 32 LB 12" TYP. COLUMN STRESS = 0.21 [ T STRESS = 0.98 OK OK TRANSVERSE BRACE I STRESS = 0.14 OK LONGITUDINAL BRACE I STRESS = 0.37 SLAB & SOIL STRESS = 0.27 STRESS = 0.11 OK SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0969 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SUMMARY & ELEVATION ELEVATION: SUMMARY: 1 if t 4" 112" • • • • • I I • • Front View 12" TYP. 4" PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 7 OF 34 CALCULATED BY M.T. DATE 10/23/00 NOTE: 1/4"0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD ICBO #1372 SEISMIC ZONE - 3 WEIGHT/ LVL - 48 LB COLUMN STRESS = 0.16 STRESS = 0.05 OK OVERTURNING OK TRANSVERSE BRACE STRESS = 0.12 OK LONGITUDINAL BRACE I STRESS = 0.29 STRESS = 0.18 STRESS = 0.05 OK SLAB & SOIL fJ ;,vvw.r�d: i Cdis,.zLL`;:a:214 c..6aY:r.4 :l xn 2,2 a.42.442., i,6,r .•.nL.::i:. 0 00 co p co 11J, tL W 0, g Q` Ut Z F', • D = W H 0 AL 0. w Z 0 —. O Z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 1UMMARY & ELEVATION ELEVATION: SEISMIC ZONE 3 WEIGHT/ LVL - 64 LB SUMMARY: 44 " 112" i r I r I I r COLUMN STRESS = 0.19 OVERTURNING STRESS = 0.04 -t-- 48 "--t Front View OK OK PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 8 OF 34 CALCULATED BY M.T. DATE 10/23/00 144" TYPE A STRESS= 0.18 NOTE: 1 /4 "0 x 2 -1 /8" MIN. EMBD. RAMSET REDHEAD ICBO #1327 TRANSVERSE BRACE OK LONGITUDINAL BRACE STRESS = 0.37 SLAB & SOIL STRESS = 0.19 STRESS = 0.06 NOV OK r iglig1114111111111.1 %SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 ANALYZED PER DIVISION X CHPTER 22 OF THE 1997 UBC WHERE: Ca = 0.36 I= 1.0 R = 4.4 n =1 DL = 5 LB LL = 32 LB W = DL + LL = 37 LB # of LVLS = 12 LVLS SHELF SPACE = 12.0 IN HEIGHT = 144.0 IN WIDTH = 48.0 IN DEPTH = 12.0 IN TRANSVERSE LOADING: V= 2.5 x Ca x l x (wLL /n + wDL) / R V= 2.5xCaxIxW /Rx1.4 = 2.5x0.36x 1 x37 LB /LVLx 12 LVLS /4.4x 1.4 = 65 LB Vcol = V/2 = 32.4 LB Pcol(total) = Pseismic + Pstatic Pstatic = Wtotal /2 = 222 LB PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 9 OF 34 Pcol(total) = 733 LB LOADS & SEISMIC DISTRIBUTION TYPE Al SAMPLE CALCULATIONS 1Ln CALCULATED BY M.T. DATE 10/23/00 Pseismic = Movt/d = 6131 IN -LB / 12 IN = 511 LB Fl n EL 5 EL 4 EL3 F3 EL 2 EL1 -".- Fl LEVEL Wx hx wx hx Movt 1 37 LB 4.0 IN 148 IN -LB 0.31 LB 1 IN -LB 2 37 LB 16.0 IN 592 IN -LB 1.24 LB 20 IN -LB 3 37 LB 28.0 IN 1,036 IN -LB 2.16 LB 61 IN -LB 4 37 LB 40.0 IN 1,480 IN -LB 3.09 LB 124 IN -LB 5 , 37 LB 52.0 IN 1,924 IN -LB . 4.02 LB 209 IN -LB 6 , 37 LB ` 64.0 IN 2,368 IN -LB 4.94 LB 316 IN -LB 7 37 LB 76.0 IN 2,812 IN -LB 5.87 LB 446 IN -LB 8 37 LB 88.0 IN 3,256 IN -LB 6.80 LB 598 IN -LB 9 37 LB 100.0 IN 3,700 IN -LB 7.72 LB 772 IN -LB 10. 37 LB 112.0 IN 4,144 IN -LB 8.65 LB 969 IN -LB 11 37 LB 124.0 IN 4,588 IN -LB 9.58 LB 1,187 IN -LB 12 37 LB 136.0 IN 5,032 IN -LB 10.50 LB 1,428 IN -LB 444 LB I 31,080 IN -LB 65 LB 6,131 IN -LB F2 F4 n s..a.Uetiir. U: V O N0; W W ui 2 D HW U O O N W i L u i Z O ~' • MATERIAL HANDLING ENGINEERING TEL: (909) 889 -0989 • FAX: (909) 889-0981 181 ATLANTIC AVENUE • POMONA • CA 91788 COLUMN ANALYS ANALYZED PER AISI AND THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. P= 733 LB KxLx /rx = 1*2 IN/0.48201 IN = 4.1 KyLy /ry = 1.2 *2 IN/0.18098 IN = 13.3 < = == (KI /r)max Fe= rrA2E /(KL/r)maxA2 = 1655.6 KSI Fy /2= 25.0 KSI SINCE, Fe > Fy /2 THEN, Fn= Fy(1- Fy /4Fe) 50 KSI *[1 -50 KSI /(4 *1655.6 KSI)] 49.6 KSI n= Aeff *Fn = 6,827 LB C c= 1.92 Pa= Pn /f)c 6827 LB/1.92, = 3,556 LB P /Pa =. • 0.21 < 1.0 PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 10 OF 34 CALCULATED BY M•T• DATE 10/23/00 1 1 /4" Of= 1.67 Cmx= 0.9 Cb= 1.0 SECTION PROPERTIES A= :.1.625 IN B =. 0.388 IN t = 0.060 IN Aeff = 0.138 INA2 Ix = 0.032 INA4 Sx = 0.046 INA3 rx = 0.482 IN Iy = 0.005 INA4 Sy = 0.011 INA3 ry = 0.181 IN Kx = 1.0 Lx -.= 2.0 IN Ky =1.20 Ly = 2.0 IN Fy= 50 KSI E= 29,500 KSI MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91788 LON TIT DINAL BRA ING ANALY IS BRACING CAPACITY IS GOVERNED BY TENSION CAPACITY OF CROSS BRACING, AND SHEAR CAPACITY OF CONNECTION. Veff = Vlong /trans =65LB Vdiag = Veff(Ldiag /Lhoriz) = 150 LB < = == SEISMIC LOAD IN TENSION TENSION CAPACITY OF BUCKLE Tallow = 0.6 x Fy x AREA x 1.33 = 507 LB > Vdiag OK IN TENSION SHEAR CAPACITY OF WIRE MESH Vallow = 0.4 x Fy x AREA x 1.33 409 LB > Vdiag OK IN TENSION #10 -24 LEFT HAND THREAD EYE BOLT #46356 7/16 "0 SEIZMIC INC. TURN BUCKLE #46291 2- 9/16" -1/2" 3- 9/16" 1 -5/8" 9/16" 111111111111111111 2-1/8" 1- 1/16" WELDED , I- 3 1/8" WELDED PROJECT FOR SHEET NO. #10 -24 RIGHT HAND THREAD CALCULATED BY 9 DA. STEEL WIRE (.150 "0) 7/16 "0 BED BATH & BEYOND # 371 BED BATH & BEYOND 11 OF 34 M.T. Turnbuckle 0 AREA(turn) Wire mesh 0 AREA(wire) Lhoriz = D Lvert = h Ldiag Fy(buckle) Fy(wire mesh) DATE 10/23/00 48" LONGITUDINAL BRACE CROSS BRACE MEMBER = 0.15 IN = 0.0177 INA2 = 0.14 IN = 0.0154 INA2 = 48.0 IN = 100.0 IN = 110.9 IN = 36,000 PSI = 50,000 PSI :.L.aY t.+. u..: l+ ii:. is.1 w' ti. LA .t:li6:.AatCeuU�:a:.::tu;C?�1li• 0 11 ! i l l aa 1 6 111114 % INC. • MATERIAL HANDLING ENGINEERING TEL: (909) 889-0989 • FAX: (909) 889-0981 161 ATLANTIC AVENUE • POMONA • CA 91788 TRANSVERSE PANEL ANALYSIS PANELS ARE MADE OF 2" x 2" STEEL WIRE MESH 0.135"0, ARE FRAMED HORIZONTALLY USING 1/2"0 RODS AND BRACED WITH 0.406"0 RODS. THESE SYSTEM RESIST SEISMIC SHEAR BOTH IN SHEAR AT THE WELDS & COMPRESSION ALONG THE MEMBERS DIAGONAL MEMBER: Vtransv= 64.9 LB Ldiag= r(D-3")A2 + (H-6")A21 1/2 = 20.1 IN Pmax= V*(Ldiag/D) = 108.8 LB (kl/r)max= (k * Ldiag)/r min = (0.8 x 20.1 IN /0.102 IN ) = 157.8 IN Fe= Tr = 11,488 PSI SINCE Fe<Fy/2, Fn= Fe = 11,488 PSI Pn.-- AREA*Fn 0.129INA2 *11488 PSI = 1,482 LB Dc= 1.92 Pallow= Pn/Oc = 1482 LB/1.92 =772 LB fa/Fa= 0.14 < 1.33 OK HORIZONTAL MEMBER SIMILARLY FOR THE HORIZONTAL MEMBER, Pmax= 64.9 LB fa/Fa= 0.02 < 1.33 OK CONNECTION CAPACITY: Weld(cap) = 0.3 x Fw x Area x 1.33 = 0.3 x 70000 PSI x 0.137 INA2 x 1.33 = 3,836 LB PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 12 OF 34 CALCULATED BY M.T. DATE 10/23/00 .500•0 STEEL ROD 24 7I8' LONG .40V0 STEEL ROD 35 7/8' LONG 1/8" • H= 24.0 IN D= 12.0 IN HORIZONTAL MEMBER AREA= 0.192 INA2 , r min= 0.125 IN Fy= 50,000 PSI DIAGONAL MEMBER AREA= 0.129 INA2 r min= 0.102 IN Fy= 50,000 PSI Fw = 70,000 PSI t= 0.125 IN teff = 0.088 IN Area = 0.137 INA2 TYP. TYP. ti . MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 10/23/00 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 OVERTURNING /ANCHORAGE CHECK ADEQUACY OF ANCHOR BOLTS FOR COMBINED SHEAR AND TENSION. FULLY LOADED V= 65 LB Movt= 6,131 IN -LB Mst= (WDL + WLL) * d/2 = 444 LB * 12 IN /2 = 2,664 IN -LB Mst= (WDL + WLL) * d/2 92 LB * 12 IN /2 = 552 IN-LB TOP LEVEL LOADED V= 13 LB Movt= 1,628 IN -LB PROJECT BED BATH & BEYOND # 371 SEIZMIC FOR BED BATH & BEYOND INC. SHEET NO. 13 OF 34 Puplift= (Movt- Mst) /d (6131 x 1.15 - 2664)/12 IN = 366 LB Puplift= (Movt- Mst) /d (1628 x 1.15 - 552)/12 IN = 110 LB CHECK COMBINED STRESS: t z -va" �—' • 1/4" 711 COLUMN (365.6 LB/373 LB) ^(5/3) + (32.4 LB/560 LB)A(5 /3) = 0.98 _< 1.0 OK USE (1) 1/4"0 x 2-1/8" MIN EMBED. ANCHORS PER BASE PLATE OR SIMILAR PER I.C.B.O. #1372. NO INSPECTION REQUIRED FOR ANCHORS. V= 65 LB WDL= 60 LB WLL= 384 LB d= 12.0 IN Ht= 144.0 IN # OF ANCHORS /BASE= 1 ANCHOR PULLOUT CAPACITY= 373 LB ANCHOR SHEAR CAPACITY= 560 LB UO W0 g n u W Dp 0 N W ; IL. Pi ILI co , 0 Z MATERIAL HANDLING NG ENGINEERING CALCULATED BY M.T. DATE 10/23/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SLAB AND SOIL (A) PUNCTURE (B) SLAB TENSION PER THE 1997 UNIFORM BUILDING CODE. fv /Fv = P /[(Apunct)(Fpunct)] = 2025 LB/[(97.5 INA2) *(119 PSI)* 0.65] 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. P = (1.4)(Pcol) +(1.7)(Mot /d) = (1.4) *(732.929499072356) + (1.7)(7051 IN- LB /12IN) = 2,025 LB Fpunct = (2.66)(F'cA0.5) <== (SECTION 1922.5.4) = (2.66) *(2000 PSI)A0.5 119 PSI Apunct = [(Weff. +t /2) +(Deff. +t /2)](2)(t) = [(1.25 IN + 5/2) + (3.5 IN + 5 IN/2)] *(2) *(5 IN) = 97.5 INA2 Mconc = (w)(bA2) /2 = [(1.33)(fs)(bA2)]/[(144)(2)] = [(1.33) *(1000 PSI) *(3.86 IN)A2] /[(144)(2)] = 69 IN -LB Sconc = (1 )(tA2)/6 = (1) *(5 IN)A2 /6 = 4.17 INA3 Fconc = (5)(0)(f'cA0.5) = (5) *(0.65) *(2000 PSI)A0.5 = 145.3 PSI fb /Fb = Mconc /[(Sconc)(Fconc)] = 68.72 IN- LB/[(4.17 INA3)(145.34 PSI)] PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 14 OF 34 7= b / L 10.27 < 1.33 OK Asoil = P /[(1.33)(fs)] = 2024.97 LB/[(1.33) *(1000 PSF /144INA2 /FTA2)] = 219.2 FTA2 L = AsoiIA0.5 = (219.24 FTA2)A0.5 BASE PLATE = 14.81N Weff. = 1.3 IN B = [(Weff.)(Deff.)]A0.5 +t Deff. = 3.5 IN = [(1.25 IN) *(3.5 IN)]A0.5 + 5 7.1 IN b = (L -B) /2 < == (SECTION 1922.7.5 (3)) CONCRETE = (14.81 IN - 7.09 IN) /2 t = 5.0 IN = 3.9 IN f'c = 2,000 PSI (SECTION 1909.3.5) = => 10.11 < 1.33 OK SOIL fs = 1,000 PSF 0= 0.65 DEPTH= 12.0 IN Mot= 7,051 IN -LB Pcol= 733 LB _a is::.:4,. 2. ;:v .fi.r.,,,r�.. SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 889 -0989 • FAX: (909) 869-0981 181 ATLANTIC AVENUE • POMONA • CA 91788 PROJECT FOR SHEET NO. CALCULATED BY RAPID RACK STORAGE FIXTURES BED BATH & BEYOND # 371 BED BATH & BEYOND 15 OF 34 M.T. DATE 10/23/00 u MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 10/23/00 TEL: (909) 869-0969 • 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: SEIZMIC INC. PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 16 OF 34 V= 2.5xCaxIxW /R <== SECTION 2228.5.2 &1630.2.1 Ca = 0.36 = 1.0 R = 4.4 < == FOR BRACED FRAME R = 5.6 < == FOR MOMENT. FRAMES W = LL/n + DL n =1 1 4 < = == WORKING. STRESS REDUCTION STEEL - Fy = 36000 PSI BOLTS - A307 UNLESS OTHERWISE NOTED RIVETS - Fy = 55,000 PSI ANCHORS - 1/4"0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD WEDGE ANCHOR ICBO #1372 SHELVES - PARTICLE BOARD OR PLYWOOD SLAB - 5 IN x 2000 PSI SOIL - 1,000 PSF t SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 GENERAL CONFIGURATIONS: 1) POST 2) FOOT PLATE 3) ANCHOR 5) BEAMS N OTE: THIS IS THE TRIBUTARY SYSTEM BEING ANALYZED. PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 1 7 OF 34 CALCULATED BY M.T. DATE 10/23/00 raw- ,ti,:iw:. � tu..:. s-i F :.++w.dea,'v:Jn�O,YJ:ltiu4.�.S3 Lsrar.nniS+i.;h:i;:.0 IY W 00 N0 WUL W O g _; fn 0 , w U 0 '. i0 N. O H_ " I- 0 W Z z' SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SUMMARY & ELEVATION ELEVATION: SEISMIC ZONE - 3 UNIT 8 ELEVATION SUMMARY: 1438 151 1/2" 144" 1278 1' -2 " 481 /2" FRONT VIEW PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 1 8 OF 34 CALCULATED BY M.T. DATE 10/23/00 — 461 /2" 15 1/2" 15.1 /2 - 461 /2" 1'- 11/2" 1' -1 1/2" 48 COLUMN T POST STRESS = 0.41 STRESS = 0.34 OK OVERTURNING OK BEAM 1 DRLP STRESS = 0.30 OK I DOUBLE RIVET CONNECTION STRESS = 0.30 OK BEAM 2 DRBZ STRESS = 0.03 OK SLAB & SOIL STRESS = 0.16 STRESS = 0.04 NOTE: USE (1) 1/4"0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD WEDGE ANCHOR 3AM£ iafb 1YFE • F SIDE VIEW WEIGHT/ LVL - 48 LB 18 1/2" r' SEIZMIC � INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869.0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SUMMARY & ELEVATION ELEVATION: SUMMARY: 19 3/4" 12 1/4" 144" - -- 121 /4" 121 / 4" UNIT 1,13, & 59 ELEVATION 961 /2" 11 FRONT VIEW PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 1 9 OF 34 CALCULATED BY M.T. DATE 10/23/00 1 221 /2" 25 3/4" 281 /2" 15" 1 1/4" 1 5" 15" 4'f 15" —'I'- 15" 15" 3" - 241 /2" SIDE VIEW COLUMN T POST STRESS = 0.79 OVERTURNING STRESS = 0.09 OK OK BEAM 1 DRC STRESS = 0.46 OK DOUBLE RIVET CONNECTION I STRESS = 0.46 OK BEAM 2 DRB STRESS = 0.32 STRESS = 0.55 STRESS = 0.40 OK SLAB & SOIL NOTE: USE (1) 1/4"0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD WEDGE ANCHOR SAME Kb T(1 SEISMIC ZONE - 3 WEIGHT/ LVL - 300 LB re w` OO N 0 ` w w u. w 0 ' LL Q co o p, t=— t- 0. . z U 'O Nf IC 1- = v! w O ~' z i s Sr oO l ■lea mit EIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SUMMARY & ELEVATION ELEVATION: SEISMIC ZONE - 3 WEIGHT/ LVL - 48 LB SUMMARY: 144" UNIT 7 ELEVATION 481/2" --t- 20 3/8" 21 1/2" FRONT VIEW PROJECT BED BATH & BEYOND # 371 FOR BED BATH& BEYOND SHEET NO. 20 OF 34 CALCULATED BY M•T• DATE 10/23/00 47" 47 47" SIDE VIEW 18 1/2" COLUMN T POST STRESS = 0.50 OVERTURNING STRESS = 0.34 OK OK BEAM 1 DRBLP STRESS = 0.36 OK DOUBLE RIVET CONNECTION STRESS = 0.36 OK BEAM 2 DRBZ STRESS = 0.03 STRESS = 0.20 STRESS = 0.06 OK SLAB & SOIL NOTE: USE (1) 1/4"0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD WEDGE ANCHOR Y1G157r1Sd;: .iv. a+..4eti`f+&BYrislerJhi; ua'•' tAtuVal}sa;th d o }tiltr,tni, nnt� -il rce MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 10/23/00 TEL: (909) 869-0989 • FAX: (909) 869.0981 161 ATLANTIC AVENUE • POMONA • CA 91788 SUMMARY & ELEVATION ELEVATION: SEISMIC ZONE - 3 SUMMARY: PROJECT BED BATH & BEYOND # 371 • SEIZMIC FOR BED BATH & BEYOND INC. SHEET NO. 2 1 OF 34 331 /4" 144 " 15 1/4" UNIT 9 ELEVATION 961 /2" FRONT VIEW 351 /2" 301 /2" 27 3/4" 18" 53 3/4 " 57" NOTE: USE (1) 1/4"0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD WEDGE ANCHOR WEIGHT/ LVL - 300 LB - 241 /2" SIDE VIEW COLUMN T POST STRESS = 1.04 STRESS = 0.03 OK OVERTURNING OK BEAM 1 DRC STRESS = 0.51 OK DOUBLE RIVET CONNECTION I STRESS = 0.51 OK BEAM 2 DRBZ STRESS = 0.32 SLAB & SOIL STRESS = 0.27 STRESS = 0.12 OK SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 22 OF 34 CALCULATED BY M.T. DATE 10/23/00 SUMMARY & ELEVATION ELEVATION: SUMMARY: 22 3/4" 1 144" t 193/4" I 19 3/4" SEISMIC ZONE - 3 UNIT 18, 33, 35, & 60 ELEVATION WEIGHT/ LVL - 300 LB 961 /2" FRONT VIEW 3/4" 25 22 3/4 1/2" 251 /2" 19 3/4" 221 /2" 221 /2" 19 3/4" 221 /2" 221 /2" 24 1 /2" L. SIDE VIEW COLUMN T POST STRESS = 0.83 OVERTURNING STRESS = 0.19 OK OK BEAM 1 DRC STRESS = 0.54 OK DOUBLE RIVET CONNECTION STRESS = 0.54 OK BEAM 2 DRBZ STRESS = 0.32 OK SLAB & SOIL STRESS = 0.44 STRESS = 0.29 NOTE: USE (1) 1/4"0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD WEDGE ANCHOR iY ' . 13 /f w/ wui TE1 , aa 3 ' . 00 CO w O Lt. = a► : I- w z � 1- 0 Z 11.1 uj 0 1- ww 1 V U. Vi i' lii z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909)869.0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SUMMARY & ELEVATION ELEVATION: SUMMARY: 23 3/8" 20 5/16" 144" 20 5/16" FRONT VIEW PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 2 3 OF 34 CALCULATED BY M.T. DATE 10/23/00 SEISMIC ZONE - 3 UNIT 60 -A ELEVATION WEIGHT/ LVL - 300 LB 481 /2" -- 1` - 481 /2" 251/2" 23 5/16 25 1/2" — 3 221 /2" 20 5/16 22 1/2" 221 /2" 20 5/16 22 1/2" SIDE VIEW COLUMN T POST STRESS = 0.86 STRESS = 0.06 OK OVERTURNING OK BEAM 1 DRBLP STRESS = 0.54 OK I DOUBLE RIVET CONNECTION STRESS = 0.54 OK BEAM 2 DRBZ STRESS = 0.16 SLAB & SOIL STRESS = 0.48 STRESS = 0.33 OK NOTE: USE (1) 1/4"0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD WEDGE ANCHOR ' A14t. Ag -typ 4.V' ..va:,wa? ri S,xc.cxic�I.a;ti1 y4.J.w.vx``tiitas.4..:^�'.ihiti -f 1 4 Ui'!A r j',4;071'. ∎, :i .'Nil fr CC 0 0 �0 W ul N ga I- W z � H0 . Z H; W '2 j V � o I - . w 0 lii . 0 - ' 0 : SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BED BATH & BEYOND # 371 FOR CALCULATED BY BED BATH & BEYOND SHEET NO. 24 OF 34 M.T. DATE 10/23/00 SUMMARY & ELEVATION ELEVATION: SEISMIC ZONE - 3 SUMMARY: 14318" 15 1/2" 4" 1278 1' -2" 151/2" 5 /2" 1' -1 1/2" 1 1/2" 47" 47" 14 UNIT 28 ELEVATION t 481 /2" t t 241 /2" FRONT VIEW SIDE VIEW BEAM 1 DRBLP STRESS = 0.38 OK COLUMN T -POST STRESS = 0.64 OK OVERTURNING STRESS = 0.07 OK I DOUBLE RIVET CONNECTION STRESS = 0.38 OK BEAM 2 DRBZ j STRESS = 0.04 STRESS = 0.17 STRESS = 0.04 OK SLAB & SOIL I NOTE: USE (1) 1/4"0 x 2-1/8" MIN. EMBD. RAMSET REDHEAD WEDGE ANCHOR A°J Tr'' WEIGHT/ LVL - 64 LB SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161. ATLANTIC AVENUE • POMONA • CA 91768 SUMMARY & ELEVATION ELEVATION: SUMMARY: .1 6 7/8" PROJECT FOR SHEET NO. CALCULATED BY UNIT 32 ELEVATION 481 /2" FRONT VIEW 10/2" 11" 11" 47" 47" 47" 25 SIDE VIEW NOTE: USE (2) 1/4"0 x 2-1/8" /8" MIN. EMBD. RAMSET REDHEAD WEDGE ANCHOR nMeA`b --me 0 BED BATH & BEYOND # 371 BED BATH & BEYOND OF M.T. SEISMIC ZONE - 3 WEIGHT/ LVL - 48 LB t 121 /2" 34 DATE 10/23/00 COLUMN T -POST STRESS = 0.98 OK OVERTURNING STRESS = 0.59 OK BEAM 1 DRBLP STRESS = 0.43 OK I DOUBLE RIVET CONNECTION STRESS = 0.43 OK BEAM 2 DRBZ STRESS = 0.03 STRESS = 0.33 STRESS = 0.18 OK SLAB & SOIL w:iaT•-'t ...+. ,s r.- 143roa13.31.443/141. Fa` ..Si.." 1 :.M ",Nis `3'3P ;.s4i: N LL` w 0; g J; LL . z 111 u D o 0 - H? I H 0, tii z U N 0 z. LEVEL wx(DL + LL) hx wx hx Fi Movt r N M c}' 0 LB 3.0 IN 0 0.0 LB 0 IN -LB 131 LB 51.0 IN 6,656 10.4 LB 533 IN -LB 131 LB 97.5 IN 12,724 20.0 LB 1,948 IN -LB 131 LB 144.0 IN 18,792 29.5 LB 4,248 IN -LB TOTAL = 38,171 60 LB 6,728 IN -LB S INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 181 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY BED BATH & BEYOND # 371 BED BATH & BEYOND 26 OF 34 M.T. DATE 10/23/00 LOADS & DISTRIBUTION TYPE 8 SAMPLE CALCULATION RACK ANALYSIS WILL BE BASED ON CHAPTER 22, DIVISION X OF THE 1997 UBC, WHERE SEISMIC SHEAR IS DERIVED AS: SHELF SPACING = 46.5 IN SEISMIC SHEAR V= 2.5xCaxIxW /R 1.4 < = == WORKING STRESS REDUCTION Ca = 0.36 1 R = 4.4 R = 5.6 n= 1 #of SHELF LVLS = 9 SHELF LL = 48 LB /LVL DL/LEVEL = 10 LB /LVL #of SHELF LVLS = 4 SHELF LL = 108 LB /LVL DL /LEVEL = 23 LB /LVL TOTAL LL = 432 LB TOTAL DL = 90 LB < == BRACED FRAMES < == MOMENT FRAMES < == ACTUAL SHELF LEVELS < == ACTUAL SHELF LIVE LOAD < == ACTUAL SHELF DEAD LOAD < == ADJUSTED SHELF LEVELS (MOMENT RESISTING LEVELS) < == ADJUSTED SHELF LIVE LOAD < == ADJUSTED SHELF DEAD LOAD NOTE: SINCE NOT EVERY BEAM LEVEL IS A MOMENT RESISTING ELEMENT THEIR LOADS ARE DISTRIBUTED EVENLY TO EACH OF THE MOMENT RESISTING BEAMS. ALSO NOTE THAT FIRST LEVEL BEAM & LOAD IS ON GROUND. V = 2.5 x 0.36 x 1 x (432 LB / 1 + 90 LB) / 5.6 x 1.4 = 60 LB 1F. t7k�j eitYf. L. :7 2,: a'e,::kS:VQ14 :' ; C.) 0' co W: J t wO _d ' ., F W Z_ I- O r LIJ O N„ ,o - w '; u O li Z CO: O ~` Mbase = 0 IN -LB Pcol(seismic) = Movt /d 364 LB Vcol = V/2 = 30 LB MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 TRANSVERSE ANALYSIS /LDNq►T1 VINAL ANA1. 5 COLUMN FORCES ]SEAM TO COLUMN MOMENTS Mconn(1 -1) _ [Mcol(1 -1) + Mcol(2 -2)] / 2 = 404 IN-LB Mconn(2 -2) = 647 IN -LB Mconn(3 -3) =, 459 IN -LB Mconn(4 -4) = 171 IN -LB <= =BASE ASSUMED TO BE PINNED PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 27 OF 34 CALCULATED BY Mcol(1 -1) = Vcoi x hi - Mbase Pcoi(1 -1) = 196 LB = 30 LB x 3 IN - 0 IN -LB = 90 IN -L6 Mcol(3 -3) = 575 IN -LB Pcol(3 -3) = 131 LB Mcol(4 -4) = 343 IN -LB Pcol(4 -4) = 65 LB M.T. Mcol(2 -2 ) _ [Vcol EFi /2] x hi /2 Pcol(2 -2) = 196 LB <== COLUMN CHECK [30 - 0] LB x 48 IN /'2 = 719 IN -LB < == CONNECTION CHECK DATE 10/23/00 • J U: 0 0 10 0i • J. co I z o uil M • `j0 �y i 11 1. Z c' 'W . SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869.0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 28 OF 34 CALCULATED BY M.T. DATE 10/23/00 COLUMN ANALYSIS ANALYZED PER AISI & THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Ptotal= 559 LB Mmax= 719 IN -LB AXIAL Fe= ttA2E /(KL/r)maxA2 = 53.9 KSI Fy /2= 18.0 KSI SINCE, Fe > Fy /2 THEN, Fn= Fy(1- Fy /4Fe) 36 KSI *[1 -36 KSI /(4 *53.9 KSI)] = 30.0 KSI Pn= Aeff *Fn 12,538 LB flc= 1.92 Pa= Pn /flc =• LB/1.92 6,530 LB P /Pa= 0.09 < 0.15 FLEXURE CHECK: P /Pa + Mx /Max 5 1.33 THUS, KxLx /rx = 1 *15 IN/0.4946 IN = 30.3 KyLy /ry = 1*48 IN/0.6532 IN = 73.5 < = == (KI /r)max Pno= Ae *Fy 0.41.8 INA2 *36000 PSI = 15,050 LB Pao = Pno /Oc = 15050 LB/1.92 = 7,839 LB Myield=My= Sx *Fy = 0.098 INA3 * 36000 PSI = 3,514 IN -LB Max= My /flf = 3514IN- LB/1.67 = 2,104 IN -LB Pcr= uA2EI /(KL)maxA2 = rnA2 *29500000 PSI/(1*48 IN)A2 = 22,540 LB (559 LB/6530 LB) + (719 IN-LB/21041N-LB) = 0.41 < 1.33, OK .290" KEY SLOT DETAIL SECTION PROPERTIES t = 0.075 IN Aeff = 0.418 INA2 Ix = 0.103 INA4 Sx = 0.098 INA3 rx = 0.495 IN Iy = 0.178 INA4 Sy = 0.118 INA3 ry = 0.653 IN Kx = 1.00 Lx = 15.0 IN Ky= 1.00 Ly:= 48.0 IN Fy= 36 KSI E= 29,500 KSI Of= 1.67 Cmx= 1.00 Cb= 1.0 ux= {1/ [1-(c2c*P/Pcr)] }A -1 = {1/[1- (1.92 *559 LB/22540 LB)] }A -1 = 0.95 N W` CO W 0; g J, to H 0 'O N� p1�-r W W S ti I- • Z O' F,S 0 AXIAL SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 COLUMN ANALYSIS ANALYZED PER AISI & THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Ptotal= 559 LB Mmax= 719 IN-LB KxLx /rx = 1 *15 IN/0.4946 IN =30.3 KyLy /ry = 1*48 IN/0.6532 IN = 73.5 Fe= nA2E /(KL/r)maxA2 = 53.9 KSI Fy /2 18.0 KSI SINCE, Fe > Fy /2 THEN, Fn= Fy(1- Fy /4Fe) = 36 KSI *[1 -36 KSI /(4 *53.9 KSI)] = 30.0 KSI Pn= Aeff *Fn = 12,538 LB Oc= 1.92 Pa= Pn /Oc =• 12538 LB/1.92 = 6,530 LB P /Pa= 0.09 < 0.15 FLEXURE CHECK: P /Pa + Mx/Max 1.33 THUS, < = == (KI /r)max Pno= Ae *Fy • 0.418 INA2 *36000 PSI = 15,050 LB Pao = Pno /Oc = 15050 LB/1.92 = 7,839 LB Myield =My= Sy *Fy • 0.118 INA3 * 36000 PSI = 4,250 IN -LB Max= My /Of = 4250 IN- LB/1.67 = 2,545 IN -LB Pcr= nA2EI /(KL)maxA2 = uA2 *29500000 PSI/(1*48 IN)A2 • 22,540 LB PROJECT FOR SHEET NO. CALCULATED BY BED BATH & BEYOND # 371 BED BATH & BEYOND 29 OF 34 M.T. Nx= {1 /[1 -(Oc *P /Pcr)] }A -1 = {1/[1- (1.92 *559 LB/22540 LB)] }A -1 = 0.95 (559 LB/6530 LB) + (719 IN- LB/2545 IN -LB) = 0.35 < 1.33, OK flf= 1.67 Cmx= 1.00 Cb= 1.0 DATE 10/23/00 KEY SLOT DETAIL SECTION PROPERTIES t = 0.075 IN Aeff = 0.418 INA2 Ix = 0.103 INA4 Sx = 0.098 INA3 rx = 0.495 IN Iy = 0.178 INA4 Sy = 0.118 INA3 ry = 0.653 IN Kx = 1.00 Lx = 15.0 IN Ky = 1.00 Ly = 48.0 IN Fy= 36 KSI E= 29,500 KSI U ; 0O; N 0 N LL w 0'. g LL Q co D H- O W U D " (n • F=-V . -0' •w N, O I- z r gisig"11111111111114 1SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 889.0989 • FAX: (909) 889.0981 181 ATLANTIC AVENUE • POMONA • CA 91788 PROJECT FOR SHEET NO. CALCULATED BY BED BATH & BEYOND # 371 BED BATH & BEYOND 30 OF 34 M.T. , DATE 10/23/00 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= 647 IN -LB CAPACITY OF STUD IN SHEAR Vallow= 0.4 *Fy * AREA *. 1.33 = 1,440 LB 1/4" DIAM. RIVET @ 1-1/2" AREA= 0.049 INA2 Fy= 55,000 PSI C.) U :(n W CO IL W 01 g Q = C7► co W : Z� W ; o F; W I V Z , O 1 SHELF ANALYSIS SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869.0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 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) = 90 LB /LVL BEAM TYPE 1: DRLP Mmax wLA2 /8 (90 LB * 0.5) *(48)/8 = .270IN -LB -. fb= M/S = 270 IN- LB /0.18INA3 = 1,500 PSI Fb= 0.6 *Fy = 0.6 * 33000 PSI = 19,800 PSI CALCULATED BY fb /Fb= 0.08 < 1.0 ' BEAM TYPE 1 OK A= 5WLA4/(384EI) 5*90 LB*0.5*(48 IN)A3/(384 *29X10A6 PSI* INA4) = 0.030 IN Hallow =L /180 = 0.267 IN OK PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 31 OF 34 I_ 11 GA. 7/16" 55° 171 11/8 ^- '�" 2" 1 1/2" M.T. DATE BEAM TYPE 1: DRLP Ix= 0.080 INA4 Sx= 0.180INA3 L= 48.0 IN d= 15.0 IN Fy = 33,000 PSI 10/23/00 PROJECT BED BATH & BEYOND # 371 SEIZMIC FOR BED BATH & BEYOND INC. SHEET NO. 32 OF 34 MATERIAL HANDLING ENGINEERING . CALCULATED BY M.T.. , DATE 10/23/00 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. CORNERS MIIERE AT 42 SHELF LOAD(DL +LL) = 58 LB /LVL BEAM TYPE 1: DRB Mmax = wLA2 /8 = (58 LB * 0.5) *(48.5)/8 = 176 IN-LB fb= M/S = 175.8125 IN- LB/0.27 INA3 651 PSI Fb= 0.6 *Fy = 0.6 * 36000 PSI 21,600 PSI fb /Fb= 0.03 < 1.0 BEAM TYPE 1 OK A= 5WLA4/(384E1) = 5 *58 LB *0.5 *(48.5 IN)A3/(384 *29X10A6 PSI *0.363 INA4) = 0.000 IN eallow =L/180 = 0.269 IN OK BEAM TYPE 1: DRB Ix= 0.3630 INA4 Sx= 0.27 INA3 L= 48.5 IN d= 18.5 IN Fy = 36,000 PSI SEIZMIC INC. MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 10/23/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 OVERTURNING ANANLYSIS 3/8" FULLY LOADED: Movt = 6,728 IN -LB Mst 4,158 IN -LB Puplift = (Movt x.1.15 - Mst) / d [7738 - 4158] IN -LB / 18.5 IN 194 LB PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 33 OF 34 EL n EL 5 EL 4 EL 3 EL 2 EL 1 Fl n" F1 F2 F3 INTERACTION EQN. [194 LB/ 373 LB]A(5 /3) + [30 LB/ 560 LB]A(5 /3) = 0:34 < 1.0 THEREFORE OK ALLOWABLE TENSION = 373 LB ALLOWABLE SHEAR = 560 LB # OF ANCHORS/ B.P. = 1 F5 F4 .xa.:aa�u .• ntlutil r.. i. w:. u:.; r. �a..r.. rnvi. W:« aaw..zi7:.4iii.,✓.LL..�.d(n�tl' iii.;. o. i. t,.. 1.] iL' iiL; Lsshli. �u" �.;..' a. lA. ...fiJ...s;lu...".uek.�i.:rti..v c,.....:ma k SEI \ INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BED BATH & BEYOND # 371 FOR BED BATH & BEYOND SHEET NO. 34 OF 34 CALCULATED BY M.T. DATE 10/23/00 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) *(559.451822308965) + (1.7)(67281N- LB/18.5IN) = 1,402 LB Fpunct = (2.66)(F'cA0.5) <== (SECTION 1922.5.4) = (2.66) *(2000 PSI)A0.5 119 PSI Apunct = [(Weff. +t /2) +(Deff. +t /2)](2)(t) = [(3.75 IN + 5/2) + (2.375 IN + 5 IN/2)] *(2) *(5 IN) 111.3 INA2 fv /Fv = P /[(Apunct)(Fpunct)] = 1402 LB/[(111.25 INA2) *(119 PSI)* 0.65] (B) SLAB TENSION Mconc = (w)(bA2) /2 = [(1.33)(fs)(bA2)]/[(144)(2)] = [(1.33) *(1000 PSI) *(2.17 IN)A2]/[(144)(2)] = 22 IN -LB Sconc = (1 )(tA2)/6 = (1) *(5 IN)A2 /6 = 4.17 INA3 Fconc = (5)(0)(f'cA0.5) = (5) *(0.65) *(2000 PSI)A0.5 = 145.3 PSI fb /Fb = Mconc /[(Sconc)(Fconc)] = 21.69 IN- LB/[(4.17 INA3)(145.34 PSI)] 10.16 <1.33 OK 1 Asoil = P /((1.33)(fs)] = 1401.53 LB/[(1.33) *(1000 PSF /144INA2 /FTA2)] = 151.7 FTA2 L = AsoiIA0.5 = (151.74 FTA2)A0.5 = 12.3 IN B = [(Weff.)(Deff.)]A0.5 +t [(3.75 IN) *(2.375 IN)]A0.5 + 5 = 8.0 IN b = (L -B)/2 <== (SECTION 1922.7.5 (3)) CONCRETE = (12.32 IN - 7.98 IN) /2 t = 5.0 IN 2.2 IN f'c = 2,000 PSI (SECTION 1909.3.5) = => BASE PLATE Weff. = 3.8 IN Deff. = 2.4 IN 10.04 < 1.33 OK SOIL fs = 1,000 PSF 0= 0.65 DEPTH= 18.5 IN Mot= 6,728 IN -LB Pcol= 5 59 LB D C)0 ;, N 0 (A uJ w 0 �w 2� D 0 0 F-? = w; 0. • Z ;Z Jan 25 01 05:24p SEIZM1C ENG JAN 25 2001 16:18 RECEIVED r' 5 :101 BUILUNG DEPARTMENT • EST. 1985 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX : (909) 869-0981 STRUCTURAL CORRECTION FOR BED BATH & BEYOND TUKWILA, WA • DATE : 01/18/01 BELOW IS THE RESPONSE TO YOUR PLAN CHANGE REQUEST: TO WHOM IT MAY CONCERN, PLEASE BE AADVISED THAT WITH REGARDS TO THE ANCORING SYSTEM FOR THIS PROJECT (1) 1/4"0 x 2-1/8" min,. embd. RAMSET REDHEAD ANCHOR 1030 #1372 EVERY OTHER BAY FOR THE THE RAPID RACK STORAGE FIXTURES IS MORE THAN ADEQUATE. PLEASE NOTE THAT THE ANCHOR DEPICTED ON PAGE 33 IS A TYPO, WITH REGARDS TO THE BRACING PATTERN FOR THE WIRE WELD STORAGE FIXTURES (1) SET EVERY OTHER BAY MAYBE USED. PLEASE FEEL FREE TO CALL ME WITH ANY FURTHER QUESTIONS YOU MAY HAVE. . 0 13011..0iNti DEPARTMENT 908 869-0981 REC7" VED BUiLU1NG DEPARTMENT p.1 909 869 0981 PA("■LF. 001 , • oksow .4 , • — • - • • ••••••=1 „:••• ■•4 z Corporate Office 650 Liberty Avenue Union, NJ 07083 908/688-0888 January 8, 2001 Market Contractors Re: Bed Bath & Beyond, #371 Tukwila, Wa. To Howard Nusbaum: This letter is to confirm that Bed Bath and Beyond withholds Market Contractors from any liability associated with installation of store fixtures. We acknowledge that Market Contractors will act solely as an agent of Bed Bath & Beyond to obtain owner/builder permit (Fixture Permit) as required by the State of Washington. In addition we would like to inform you that all work will be done by Andrew Maxx Installations, Inc. and its employees and sub-contractors. Sincerely, Dan Fey Manager of Store Set Up Bed Bath & Beyond cc: Tom McGee Kevin Jones Bob Craig m BED. BATH e. BEVONE. Beyond any store of its kind RECEIVED CITY OF TUKWILA JAN 1 1 2001 PERMIT CENTER Dt000 380 ACTIVITY NUMBER: D2000 - 380 DATE: 11-29-2000 PROJECT NAME: BED BATH AND BEYOND SITE ADDRESS: 240 ANDOVER PK W SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #' Revision # After Permit Is Issued DEPARTMENTS: .� ds givisn n D Building Division Fire Prevention C It-z..1-0 ff c Public Works n Structural n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-30-2000 Complete Comments: PLAN /ROUTING SLIP .4) Incomplete TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: M'RR0111LPOC sfl U Planning Division Permit Coordinator No further Review Required n iffl) Not Applicable n n DATE: DUE DATE 12- 28-2000 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: F6254)524)00VM DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIS T EXP. DATE CCO1 - MARKECWOLNU 08/31/2001, EFFECTIVE DATE 08/31Ji99 MARKET CONTRACTORS (WA) LTD• 10250. NE MARX ST PORTLAND OR 97220-1152 , . • TARN BUCKLE #10 -24 RIGHT STEEL WIRE MESH 135 "0 2 "X2" /� i .:� `„ � . / � � S� / � -- �' '� • .' ■ / 2.. SHELF CLIP W/ JOINING BAR 9 DA. STEEL WIRE (.150 °0), / ` l/ �� 1 r ~ + G 0 O 6 — ,Z� ,,I �� ��!- - 0. ,N 9ki. I��, I ' ` 1 ► i � 1, Is•4t `_ /'l mot' _ •: i / Axle. �� • io �� .� � � ` ► � , • 4 � � �ti �� i► .' �. \�� �R 9 ` � � ►i @ 4A 0 0 #10 - 24 I FFT #1629 HAND THREAD HAND THREAD \ �) 1 �1� � EYE BOLT #46356 7/16 "P! 2-9/16" 1 1/2" 3- 9/16" 7116 "0 1-5/8" 21/8" 9 {16" 1-1/16" � IIIIIIIIIIIIIIIII (�i �������� WELDED- 3 -1 /8" I WFLDED 48" I :: . TURN BUCKLE 6 SHELF 48 TYPE A 24 " O SWAY TYPE BRACE Al TYPE A2 12" 1 8" /-B GENERAL CONFIGURATION NOTES: STEEL WIRE MESH 135"O - 2 "X2" ,., ; _____ „ , " 4 / / A / / /pi / r Op / / / �� ill , � / ICI I I O 1. LIGHT DUTY STORAGE RACKS DESIGNED PER SECTION 1632.2 OF THE 1997 UBC. 2. STORAGE CAPACITY: 24" UNITS = 64# PER SHELF 18" UNITS = 48# PER SHELF 12" UNITS = 32# PER SHELF 3: ASTM A500 FOR SHAPE Fy= 50,000 PSI GRADE 50 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHORS CBO #4627. HILTI KWIK BOLT II OR APPROVED EQUAL 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION 7. CONCRETE 5 "THICK�x 2000 PSI 8. SOIL BEARING PRESSURE 1000 PSF 7)10 00 4e_ y lt ° . • .s }� - \ 14T' 12 TYP. - _ ___ _ • r4 iii -- pki 14T' 12" TYP.► _ - _ - i 4 12" TYP. - - - - _ _ - - r'4 120" 120" 1 20" ` , 147" 112" -- ', __.,.__,.__ ' 1 2" TYP Front View 4 ., S "de View 4" Side View 4" 1 Side View 4,. g SIDE PANEL ` f STORAGE RACK ELEVATIONS 16 11� 1 /8 "THK. MIN. EMBDMNT 1 i SIZENI 500.0 STEEL RO • i r ' Oh 1/4.. 1 REQ'D Q EVERY OTHER POST -11 COLUMN 4. TYP. 1/8 "r TYP• • o 1 1 /4" (. - 5/8" BASE PLATE 2 CONCRETE ©/4" 0 ANCHOR ,I,� 247 /e"LONG I � ` 1 0 3/8 "O HOLE mod � . �i�/ MATERIA HANDLING SEIZMIC ENGINEERING 161 ATLANTIC S EST. 1985 POM ®NA Califo 91768 T (909) 869 -0989 • F (909) 869 -0981 1/2" 1 5 /8111 31/2" 4 ,: • . • ✓ U ' 2 "MIN: EMB. �. .406 STEEL ROD 4B LONG TYP. 1/8 "/1/2" IP • * � < / �e� /1 .. .. i . _ CALIFORNIA CONTRACTORS LICENSE DRAWN BY T.C. DATE: 1 O /19/00 v •. - ti v .: • V . a • - . . e ' . • e v �1 — /// � ) =il / fir ll� u un n,gp - n „ �11 /1 0 -wn_ I, - a i 11 _!!11 ll = F ♦ LAST REV BY: DATE: EXPIRES 4 - 12 NO. 665374 APRV'.D BY: SALE. FATEEN SCALE 'NONE DESCRIPTION LIGHT DUTY STORAGE FD(TURE DETALS (WFIE WELD USA INC. TYPE) C� BASE PLATE SOIL 4A HORIZONTAL BRACING o ADDRESS BED , BATH & BEYOND #371 240 TUKWILA, WA PARK W. DRAWING NUMBER 00 -20468 1 COLUMN 1 ��� . ∎ ANCHOR . 'DIAGONAL BRACING FIXTURE INFORMATION WIRE WELD WIRE WELD TYPE FIXTURES. TYPE "A' SIZE: 2 X 4'W X 12' -3 "H WIRE NF I Pr1 FIXTURES. TYPE A (;17F. I 1 1 4 'A E 1 — H WIRE 'EEEI I, I ', I lyilIRE ` ;. FIXTURE INFORMATION RAPID RACK EE ROM FIXTURE' 1/2" D x 96 1/2" W x 12' H /2" D x 96 1 /2" ',E x 2' H 1/2" D x 48 1/2" W x 12' H' 4. TYPE "E" 24 1/2" D x 48 1/2" W x 12' H 5. TYPE "F" 18 1/2" D x 48 1/2" W x 12' H 6. TYPE "G" 12 1/2" D x 48 1/2" W x 12' H A nu E7fEz GENERAL INFORMATION FIXTURES USED IN PROJECT ARE STANDARD WIRE WELD AND RAPID RACK FIXTURES WITH FOOT PLATES ALL HATCHED FIXTURES ARE TYPE "A—A2" WIRE WELD OR TYPE "B — G" RAPID RACK NON - HATCHES FIX 'JRFS LL LOW LAMINATE FIXTURES 5' AFF BUILDING SQUARE FOOTAGE CHART tIII1IIr ET tom Dow, A A A A 17 /r//AM /U /AVA2 A nu E7fEz ` 1 SOLIDS SOLIDS ,O =1 II II TOTAL BUILDING 50. FT. A' i� A THIS PLAN t l I I 1IAYA 1 Eill CLOSET A �J AA A A A A A I I I I IF1I .%%% / ,, ,I Aj A PILLOWS II I II II II A Z I I I I I I A O A A A A 5/'4 PA55 j�/,1/�/,1ArA A° I I I I I A P174AA A A A A A f F� lal A I gA ;,.i/,g.; .11 a� a ��� BUILDING SQUARE FOOTAGE CHART SALES FLOOR SQ. FT. STOCK ROOM SQ. FT. STAGING SQ. rT. (INCLUDED IN STOCK RM. So. Fr.) AUXILIARY SO FT BUILDING SQ. FT. (FOOTPRINT) MEZZANINE SQ FT. TOTAL BUILDING 50. FT. TOTAL HIGH PILE - S0. FT. THIS PLAN 38,034 5,238(11.7 %) 974 1,075 44,612 N/A 44,612 5,981 CLEAR HEIGHTS GENERAL FIXTURE NOTES AT FRONT = 20' -0 "t 1. FIXTURE TO FIXTURE AISLES ARE 4' -0 ", UNLESS OTHERWISE NOTED. AT REAR = 20 -0 "t ON STOCK MEZZ. BELOW STOCK MEZZ. = N/A = N/A A A E,EC J �. .... Z EN } mu A �E F F F F F G� F F F F F F F DISPLAY WINDOW A VA 4 I l ' / // . %// % / / . %/ A %// . % / A A 5 A A A A SOFT KITCHEN A A A A AA A E r DINNERWARE A FRAMES Ell ■ J ■ �II1. Al A P1 Al 11111111' 0 A A STAGING AREA A rA 1111 ■M • . EC T OCBL PAANELS ELECiidCAl PANEiS C C C e B B B B ELECTRICAL PANELS 4P'r F / %/1/�%// IA % O� % / /II/ % //' � AII A /� % //! � % %: �� /Jvv /!11(111,11.111111.411111111.111,. till • I LJ LJ AA LJ LJ a %A PRN TS %% PRINT' ^ % Dt LJ A A A Q4IILTS •f///A N- n A� I A A l l A r' A SIA ❑ A A L J L J � — ❑ v E LJ PRINTS ❑ LJ IGOVERLE n IL r r.. r L PROMO Ea A PRINTS . A r L A`H PR ACCESSORIES A A A A IF HI IF -I -iI C C A of ANAL No Drawings A A A A 7 q - OW TiLW �❑ nnnn FRAMED ART /,,,,;,,,,/,,,,/,,, ;,,,,,,, ' A A A A A A A A A A r r/ V A A AAA 1 r4 ,, A LIGHTING H ,... , VA T T III RECEIVING TERMINA ROOF HATCH RTV AREA t omuu Warn Al A A A A A A D D D D DRAPES D D D 0 L I Al 0 LI I A II II II II A IHI - 1 A A IF - II FURNITURE A f I `EIRE SHUTTER e a II A ELECTRICS I F - -I --a I COOKWARE SCALE: 1/16" 1' -0" ❑ L i El El I I I I HOME DECOR p A ^ ^ ^ A L C G I% V'% %i%///r%i�//�%i%// , 0 % 0 c EEE A � . / ❑ �C COI I / / // T — /., - IF I LLD vi ii I -1- iii y I FM ill !% % c j %// CLEANING HARDWARE A G SHOWER / / / � j / j // j j / / /// j/ j c %% c / A A / I I I ---� -� ,� A � /E / /. / �, � //, / C E OA _L ® A i LI- E -T AI � A �� C C C C C C Pi A FIXTURE PLAN q H I =Wind EEI 1)2000 - 380 H ROOF DRAIN Illvm: r 49/,%//.%/,'//, ' % I. "'''%"%t ./,%//,%///.'P_42ra.,'''!I iif ar 4r /%///.%/,/////.%/,'//// `SPRINKLER RISER KIDDY r IF-HI I F - -I --� I IIIII TOWE S II I II CUSTOM FIXTURE TO BE CUT W FELD A A BLA,N AET A A I F- -I -I I A A A A A A A A HI I I I I I CUSTOM FIXTURE TO BE UT IN FIELD BXIYWI &HE 5(4 au. ze. V1AI' LE RWo w 4Ntg LSI W =TNn IA oW RPPWO4E 7 A%t 1 .: �I&4Lt SE LOICWTE4 As 9dc.GE55AQ9 jo E LEL1Qi.G IML7lCATE Tl4E O1QE.GT1oR O F 4RPt)Cl., No Poll, su.4,1.4 Ze MORA'rNRU IC6 cF F2O W TIE IS \F3LC_ 5to+1, M 10O3, SUBJECT TO FIELD INSPECTION tt/Ce ) -gla2,,Agx7 I K4 FXT - SS. CUSTOM FIXTURE TO BE CUT IN FIELD ' O r 1`4, of &6tzW sE+au. No 13E G c 3S1 ctsr, I N ANN MANNE- LLN > /a14AU. GEENtAt11 FfQEE OF MBAt MRT7 OAK tAXA E WWWV EttA ' 'B— RW FtSE WO V LO okSSWO OE OP— RLNt W_K.1RW MFAIL OF EGPBiS 4 A'T_Alz-DCL.S ; LFC i2.03 'fit ✓C L 3 'cB-`> otz. IN'EICAXsj ([ivu DE 5) CS 1S AEcE S SUBJECT TO FIELD INSPECTION CITY OF RED 2 2 5L 1 EXPIRES APR 12 2502 Drawing Reference CAD NAME: TUKWL - F5 PROJECT NO DRAWN BY R.A.D. CHECKED BY: PROTOTYPE DESIGNATION: I ur: ct tc that and . j D approval of Tens does rot auttspOze Use V.c iation ar any adopted code or ci dinanO . Re,;ttst or con. - tractor's C opy approv piano:.oicnaMedge By[ , Dote Permit No 650 LIBERTY RTY AVE UNION, NJ 07083 (908) 688 -0888 FAX (908) 688 5886 RRBRIVED CTPV OF YUKAILA PcPM CENTEP. BED BATH c� sEroN THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location Drawing Title TUKWILA, WA SEIZMIC PLAN Scale I Date AS NOTED 10/16/00 Sheet No. Dwoo STARTER UNIT QTY: WAIL EN HOLES 33 1/4" CLEAR 22 OPEN HOLES ID 22 OPEN _ HOLES 22 OPEN HOLES i -L_ 13 3/4 " CLEAR i ____I 1 n ❑ n D 4 D TP12 o 9 OPEN HOLES BB o n o n n 33 OPEN HOLES n STARTER UNIT QTY: 20 OPEN HOLES "UNIT 55" (12' x 98" x 48") 22 OPEN HOLES ID 22 OPEN _ HOLES ❑ 22 OPEN HOLES STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 55" (12' x 98" x 48") "UNIT 55" (12' x 98" x 48") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRC96 12 BB DRC96 12 CC DRB48 12 CC 09848 12 DD TS48 18 DD TS48 18 EE PB9648 6 EE PB9648 6 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT R8" (12' x 98" x 241 "UNIT 56" (12' x 98" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRC96 12 BB DRC96 12 CC DRB24 12 CC DRB24 12 DD TS24 18 DD TS24 18 EE P89624 6 EE PB9624 6 STARTER UNIT QTY: ADD —ON UNIT QTY: I "UNIT 81 +" (12'x96 "x24 ") "UNIT 81 +" (12'x98 "x24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRC96 10 BB DRC96 10 CC DRB24 10 CC DRB24 10 DD TS24 5 DD TS24 5 EE PB9624 5 EE PB9624 5 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 57" (12' x 48" x 24 ") "UNIT 57" (12' x 48" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY M APH12 4 M TP12 2 BB DRBZ48 12 BB DRBZ48 12 CC DRBZ24 12 CC DRBZ24 12 DD PB4824 6 DD PB4824 6 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 58" (12' x 98" x 24 ") "UN1T 58" 02' x 98" s 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 M TP12 2 BB DRC96 10 8B DRC96 10 CC DRB24 10 CC DRB24 10 DO TS24 5 DD TS24 - 5 STARTER UNIT QTY: ADD —ON UNTr QTY: "UNIT 81 +" (12' x 48 "x 24 ° ) "UNIT 82 +" (12' x 48" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA. TP12 2 BB DRBZ -48 10 BB DRBZ -48 10 CC DR8Z -24 10 CC DRBZ -24 10 DD PB4824 5 DD PB4824 5 14421 Bone 11J Street City of Industry, CA 91748 Tel: 828 333 —RACK Rapid Reex Inauetriee. ow. FAX: 828 333 -3301 www,rapidreck.com TYP 144" m0 Ty TYP PROJECT: 96 1/2" 14421 Bonelli Street City of industry, CA 91748 Tel (828 ) 333 —RACK FAX: (028 ) 333 -3301 www.rapldreck.com PROEM 16 3/4" CLEAR 13 3/4" CLEAR 49 3/4" CLEAR T!r.E: UNIT 55 ELEVATION DWG. NO.: BBB - IOAT°: 9/29/00 30 7/8" CLEAR 33 7/8" CLEAR 33 7/8" CLEAR II 33 7/8" CLEAR TO BE ANY PROFILE 61 AND OVER TY TTTIE: MISC. UNIT 61 ELEVATION DOG. NO.: BBB - 81+ OAT 29 00 144" 1- 13 3/4" CLEAR TY 14421 Bone18 Street RAPID RACK ' City of Industry, CA 91748 Tel: 828 333 —RACK Inv. FAX: 828 333 -3301 www.rapldrack.com RayM mtlu,er/.x TO BE ANY PROFILE 61 AND OVER RAPID RACK PROJECT: mil' UNIT 56 ELEVATION DWG. NO.: BBB -56 PROTECT Te: 11 8 00 . 14421 BoneW Street City of Industry. CA 91748 Tel: 626) a33 - RACx 'TIM 'MISC. UNIT 61 ELEVATION FAX: (828) 333 -3301 www.repldreck.com DWG. NO: BBB - 81+ (DATE: 9/29/00 A REV RG BY 11/21/00 DATE I- EE ZTS24 6 RAPID RACK" REVISIONS Clty of Industry, CA 9174 Tel• (626) 333 —RACK TAM (628)339 -3301 www,rapidreck.com INITIAL RELEASE DESCRIPTION PROJECT: E ZT524 6 CC TYP 1OPEN 79 1 /2" Tim' UNIT 57 ELEVATION DWG. NO.: BBB - (DATE: 11 /8 /00J 'D2000 3 PROJECT N0. DRA R.GONZALEZ CHECKED ENGR PROVED. APPROVALS DATE 11 /21 /00 JOB RAPID RACK" 8.1d Rack IntlusVlee. Iv Bed Bath & Beyond 14421 Bone111 Street City of Industry, CA 91748 Tel: (928) 333 —RACK FAX: (826) 333 -3301 www.rapidrack.com This drawing (or print) is the property of Rapid Rack Industries, Irc. and shall not be traced, photographed, or reproduced in any manner, nor used for any purpose whatsoever except by written permission of Rapid Rack Industries, Inc. EE PB9624 5 TITL S I SCALE PROJECT: DRAWING N0. • 3/8" = EEC r. _ EE 17 OPEN HOLES RAPID RACK' Rapid Rock Industries, Inc: E05 PB9624 5 UNIT 58 ELEVATION DWG. NO.: BBB - DATE: 9 29 00 14421 Bonelli Street City of Industry, CA 91746 Tel: (626) 333 -RACK FAX: (626) 333 -3301 UNIT ELEVATIONS SHEET PERMIT CENTER 1 OF 1 STARTER UNIT QTY: ADD -ON UNIT QTY: 40,41,42,46 "(12' z 4B" z 24" UNIT 40,41,42,46 "(12' x 48' z 24' ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRBZ -48 4 BB DRBZ -48 4 CC DRBZ -24 10 CC DRBZ -24 10 DD DRBLP48 14 DD DRBLP48 14 EE PB4824 9 EE PB4824 9 STARTER UNIT QTY: ADD -0N UNIT QTY: "UNIT 32(12' z 48" z 12 ") "UNIT 32(12' z 48" z 12 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRBZ -48 4 BB DRBZ -48 4 CC DRBZ -12 10 CC DRBZ -12 10 DD DRBLP48 22 DD DRBLP4S 22 EE PB4812 13 EE PO4812 13 STARTER UNIT QTY: ADD -ON UNIT QTY: "UNIT 48 or z 48" z l8") "UNIT 48 (12' z 48" z 18") ID PART NUMBER QTY ID PART NUMBER QTY M AFH12 4 M TP12 2 BB DRBZ -48 4 BB DRBZ -48 4 CC DRBZ -18 10 CC DRBZ -18 10 DO DRBLP48 22 DD DRBLP48 22 EE PB4818 13 EE P84818 13 STARTER UNIT QTY: ADD -ON UNIT QTY: "UNIT 28" (12' z 4B" z 24 ") "UNIT 28" (12' x 48" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRBZ -48 4 86 DRBZ -48 4 CC DRBZ -24 10 CC DRBZ -24 10 DD DRBLP48 14 DD DRBLP48 14 EE P84824 9 EE PB4824 9 STARTER UNIT QTY. ADD -ON UNIT QTY: "UNIT 47" (12' x 48" x 24 ") "UNIT 47" (12' z 48" z 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 M TP12 2 BB DRBZ -48 4 BB DRBZ -48 4 CC DRBZ -24 10 CC DRBZ -24 10 DD DRBLP48 6 DD DRBLP48 6 EE PB4824 5 EE PB4824 5 "UNIT 43" (12' z 96" x 24 ") "UNIT 43" (12' x 96" z 24 ") ID PART NUMBER QTY ID PART NUMBER QTY M APH12 4 M TP12 2 BB DRC96 12 BB DRC96 12 CC DRB24 12 CC DRB24 12 DD TS24 6 DD T524 6 STARTER UNIT QTY: ADD - ON UNIT QTY: "UNIT 50" (12' x 48" x 24 ") "UNIT 50" (12' x 48" z 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 M TP12 2 BB DRBZ -48 12 BB DRBZ -48 12 CC DRBZ -24 12 CC DRBZ -24 12 "UNIT 44 (10' z 48" z 24 ") "UN T 44 (10' x 48" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY M APH10 4 AA TP10 2 BB DRBZ -48 10 BB DRBZ -48 10 CC DRBZ -24 10 CC DRBZ -24 10 RAPID RACK" Rapid Re. Industries. Inc. UNIT 28 ELEVATION 21313 RAPID RACK" BBB - 32 32 ELEVATION RAPID RACK' 17 OPEN HOLES 96 1/2" EE I PB9624 16 24 1/4" CLEAR 25 3/4" 25 3/4" 25 3/4" EE PB9624 6 16 OPEN HOLES 17 OPE HOLES 24 1/2"1-- 28 /2" 28 1/2" 28 /2" RepM Rec. 12 7/8" CLEAR 17" CLEAR 144' 17' CLEAR 17" CLEAR RAPID RACK' Nc. TYP 48 1 /2" 14421 Bonelli Street City of Industry. CA 91748 Tel: B28 333 -RACK FAX: 828 333 -3301 www.repidrack.com 14421 Bonelli Street City of industry. CA 91746 Tel: (828 ) 333-RACK FAX: (828 ) 333 -3301 www.repidreck.com 17" CLEAR 1 7" CLEAR 17" CLEAR 17" CLEAR P9O1E0T DWG. STARTER UNIT QTY: I 1 ADD - ON UNIT QTY: DD I PB4824 15 I DD PB4824 15 T 29 3/8" 26 3/8" 26 3/8" 26 3/8" PROJECT: TLE: TY UNIT 44 ELEVATION DWG. NO.: BBB10 - 24 1/2"k- TYP /2" I-- TYP 36" 36" 34 /2" 'DATE: 10/31/09] epld Reck 144" 6 7/8" CLEAR Rapid Reck InduRrlee. Nc. RAPID RACK'' �D 14421 Bonelli Street City of Industry, CA 91748 Tel: 628 333 -RACK FAX: 828 333 -3301 www.repidrack.com 14421 Bonelli Street City of Industry, CA 91748 Tel: (826) 333 -RACK FAX: (828) 333 -3301 www.repidreck.com 11" CLEAR RAPID RACK° 14421 Bonelli Street City of Industry, CA 9174 Tel: (826) 333 -RACK FAX: (828) 333 -3301 www.repidrack.com 4 OPEN HOLES PROJECT: 2M9 UNIT DWG. 10.: PROJECT: 3�0 TY DWG. NO.: BBB - 22 OPEN HOLES 21 OPEN HOLES 22 OPEN HOLES 21 OPEN HOLES 34 48 1/2" -1 24 1/2" k- TY 21110: UNIT 47 ELEVATION /2" /2" 36" TYP /2" 34 /2" RG REV BY 1/21/00 DATE 144" 20 3/8" CLEAR 14" CLEAR 14 CLEAR REVISIONS INITIAL RELEASE DESCRIPTION 27 1/2" CLEAR 14" CLEAR 14" CLEAR 14" CLEAR I - 24 1/2" 1- PROJECT: DWG. 1210: UNIT 40,41. ELEVATION TE :9/22/00 No.: sea -40 LD" 4 OPEN HOLES CLEAR -.--48 1/2"---d TY 22 OPEN HOLES 21 OPEN HOLES 34 TY 18 1/2" CHECKED NOR APPROVED TYP 36" APPROVALS 34 /2" 22 OPEN HOLES 3 3 /2" TYP 21 OPEN 34 1/2" HOLES 34 /2" R.GONZALEZ DATE 1/21/00 JOB (RAPDRCK 144" Bed Bath & Beyond 14421 Bonelli Street City of Industry, CA 91748 Tel: 826. 333 -RACK FAX: (828) 333 -3301 www.rapldreck.com TITLE This drawing 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 written permission of Rapid Rack Industries, Inc. s0ALE D PB4824 6 DD PB4824 6 treat CA 91748 33 -RACK 01 SIZE 26 3/8" CLEAR 800190': 24 7/8" CLEAR 26 3/8'' CLEAR 26 3/8" CLEAR 26 3/8" CLEAR Rapid 'Rock', Industries, Inc UNIT ELEVATIONS DRAWING N0. ME: UNIT 43,45,49 ELEVATION DWG. NO.: BBB - 49 _ DATE: 9/29/00) 3/8" = 1' TY DEG 2 2 7.1.;) TY 27" /2" /2" 28 /2" C1 ` 424. UNIT 50 ELEVATION E04 r SHEET 14421 Bonelli Street City of Industry, CA 91746 Tel: (626) 333 -RACK FAX: (626) 333 -3301 1 OF 1 miew 18 OPEN HOLES 26 OPEN HOLES 17 OPEN HOLES 25 OPEN HOLES STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 22" (12' x 48" x 24 ") "UNIT 22" (12' x 48" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRBZ - 48 4 BB DRBZ - 48 4 CC DRBZ -24 4 CC DRBZ -24 4 DD DRBLP48 6 DD DRBLP48 6 EE PB4824 5 EE PB4824 5 FF DRB48 4 FF DRB48 4 GG DR824 6 GG DRB24 6 HH HBR -24 22 GG HBR -24 22 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 28" (12' x 48" x 24 ") "UNIT 28" (12' x 48" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRBZ -48 4 8B DRBZ -48 4 CC DRBZ -24 4 CC DRBZ -24 4 DD DRBLP48 8 DD DRBLP48 8 EE PB4824 5 EE PB4824 5 FF DRB48 4 FF DRB48 4 GG DRB24 6 GG DRB24 6 HH HBR -24 18 GG HBR -24 18 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 20" (12' x 98" x 24 ") "UNIT 20" (12' x 98" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRC96 10 BB DRC96 10 CC DRB24 10 CC DRB24 10 DD T524 5 DD TS24 5 EE PB9624 5 EE PB9624 5 STARTER UNIT @FY: ADD —ON UNIT QTY: "UNIT 24" (12' x 98" x 24 ") "UNIT 24" (12' x 98" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY M APH12 4 AA TP12 2 BB DRC96 10 BB DRC96 10 CC DRB24 12 CC DRB24 12 DD TS24 5 DD TS24 5 EE PB9624 5 EE PB9624 5 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 23" (12' x 98" x 24 ") "UNIT 23" (12' x 98" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY M APH12 4 AA TP12 2 BB DRC96 10 BB DRC96 10 CC DRB24 10 CC DRB24 10 DD TS24 5 DD TS24 5 EE PB9624 5 EE PB9624 5 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 21 (12' x 4B" x 24 ") "UNIT 21 (12' x 4B" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY M APH12 4 M TP12 2 BB DRBZ -48 10 BB DRBZ -48 10 CC DRBZ -24 10 CC DRBZ -24 10 DD PB4824 5 DD P84824 5 STARTER UNIT ETY: ADD —ON UNIT QTY: 'UNIT 25 (12' x 48" x 24 ") "UNIT 25 (12' x 48" x 24 ") ID PART NUMBER QTY ID PART NUMBER @TY AA APH12 4 M TP12 2 BB DRBZ -48 10 BB DRBZ -48 10 CC DRBZ -24 10 CC DRBZ -24 10 DD P84824 5 DD PB4824 5 STARTER UNIT QTY: ADD —ON UNIT ETY: "UNIT 19 (12' x 48" x 24 ") "UNIT 19 (12' x 48" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 M TP12 2 BB DRBZ -48 14 BB DRBZ -48 14 CC DRBZ -24 14 CC DR8Z -24 14 Rapid Rec 144" RAPID RACK" NdustrMs. DD P84824 7 DD P84624 14421 Bone1D Street City of Industry, CA 91748 Tel: 628 333 —RACK FAX: 628 333 -3301 www.rapidrack.com PROJECT: TY 20 5/16" 13 OPE 22 1/2" HOLES 24 1/2" I--- 71 ' UNIT 19,34,36 ELEVATION DWG. NO.: BBB -18 DATd: 9 22 00 144" 33 1/4" CLEAR 15 OPE HOLES TY 7 Repld Re TY CD® D 2ooD - 3cl0 96 1/2" 7Y 14421 Bonelli Street City of Industry, CA 91748 Tel: (828) 333 —RACK c. FAX: (828) 333 -3301 www.repldrack.com 96 1/2" TY 14421 Bonelli Street City of Industry, CA 91748 Tel: (828) 333 -RACK FAX: (828) 333 -3301 www.repldrack.com PROJECT: TITLE: UNIT 20 ELEVATION DWG. ND.: BBB - 20 ROJECT: TILE: DWG. NO.: 27 1/4" CLEAR 39 1/4" CLEAR J 25 3/4" CLEAR J 37 3/4" CLEAR J 18 1/4" CLEAR 67 3 /4" CLEAR TY TY UNIT 24 ELEVATION BBB -24 18" 33" 1/2" 37 /2" REV RG BY 11/20/00 DATE I" RAPID RACK • R'yld I k l■chmtrfs. RAPID RACK" REVISIONS INITIAL RELEASE DESCRIPTION 14421 Bone1D Street City of Industry. CA 91748 Tel: 828 393 —RACK FAX: 826 333 -3381. www.rapldreck.com 14421 Bonelli Street City of Industry, CA 91748 Tel: (828) 333 —RACK FAX: (828) 333 -3301 www.repldreck.com FROIBM PROJECT: n DWG. No.: BBB - PROJECT N0. CHECKED ENOR APPROVED TIDE: UNIT 25 ELEVATION TIDE: UNIT. 21 ELEVATION DWG. N0� BBB RAPID RACK" 14421 Bonelli Street PROJECT: City of Industry, CA 81748 Tel: (82B) 333 —RACK TITS UNIT 23 ELEVATION FAX: (820) 333 -3301 www.rapidrack.com DWG. NO.: BBB -23 RAPID RACK" APPROVALS 0"A" R.GONZALEZ DATE 11/20/00 RAPID RACK" Rep) • ' - ck la•us4les. Inc 144" 20 3/8" CLEAR TY CDC) JOB APR 12 2 Bed Bath & Beyond This drawing (or print) is the property o' Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced in any manner, nor used for any purpos whatsoever except by written permission of Rapid Rock Industries, Inc. 14421 BoneUl Street City of Industry, CA 91748 Tel: 828 333 —RACK FAX: 828 333 -3301 www.rapidreck.com CDC) 12 OPEN HOLES 19 OPEN HOLES 15 OPEN HOLES 6 OPEN HOLES ITLE SIX 21" 30" 24" 11 1/2" Ropid PROJECT: 18 : CLEAR PROJECT: TITLE: DWG. NO.: Rock DRAWING ND. SCALE 3/8 _ TmE: UNIT 22 ELEVATION DWG. NO.: BBB - 22 DATE: 9/22/00./ 26 OPE HOLES 24 1/2" UNIT 26 ELEVATION BBB -28 ' RAPID RACK° Industries, Inc. E03 CC UNIT ELEVATIONS Er 1 OF 1 2 2' RECE!JEO CITY OF 7UKWILA PERMIT C 14421 Bonelli Street City of Industry, CA 91746 Tel: (626) 333 -RACK FAX: (626) 333 -3301 NITER STARTER UNIT QTY: ADD -ON UNIT QTY: "UNIT 15" (12' z 96" x 48 ") "UNIT 15" (12' z 98" a 48 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRC96 8 B8 DRC96 8 CC DRB48 10 CC DRB48 10 DD TS48 4 DD TS48 4 EE PB9648 4 EE P89648 4 STARTER UNIT QTY: ADD -ON UNIT QTY: "UNIT 11" (12' z 98" z 24 ") "UNIT 11" (12' z 98" z 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA T012 2 88 DRC96 10 88 DRC96 10 CC DRB24 10 CC 08824 10 DD TS24 5 DD TS24 5 EE PB9624 5 EE P89624 5 STARTER UNIT QTY: ADD -ON UNIT QTY: "UNIT 8.39,35,60" (12' s 96" z 24 ") "UNIT 8,33,35,60" (12' z 98" z 24 ") ID PART NUMBER QTY ID PART NUMBER QTY M APH12 4 AA TP12 2 B8 DRC96 14 B8 DRC96 14 CC DRB24 14 CC DRB24 14 DD TS24 7 DD TS24 7 EE PB9624 7 EE PB9624 7 STARTER UNIT QTY: ADD -ON UNIT QTY: "UNIT 12" (12' z 48" s 24 ") "UNIT 12" (12' z 48" z 24 ") ID PART NUMBER QTY ID PART 8224828 QTY AA APH12 4 AA TP12 2 BB DRBZ -48 10 BB DRBZ -48 10 CC DRBZ -24 10 CC DRBZ -24 10 DD 084824 5 DD PB4824 5 9 OPEN HOLES TRE NT QY AD O NT QY UI 9 (2 ) "NT 1 1' z 4" x 2 " I AT NME PR UBR QY M AH2 4 A P2 2 B DB-8 1 DB-8 1 C DB-4 1 DB-4 1 O P42 P42 SATR UI T: AD O NT QY "NT 1" (2 ) "NT 1" (2 8 4 ) T I AT NME PR QY A P1 P2 2 B DC6 8 B R9 C R2 1 DB4 1 D S4 4 D S4 4 TRE NT QY AD O NT QY "NT 1" (2 8 4 ) "NT 1" (2 8 ) D PR UBR QY I AT NME T 4 AH2 4 A: T1 B - 8 B RZ8 8 C DB2 0 C RZ4 1 2 24 7/8" CLEAR RAPID RACK RAPID RACK" 8048028 UNIT QTY: STARTER 0510 QTY: "UNIT 14 (12" z 48" z 24 ") "UNIT 14 (12' z 48" z 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 14 OPEN HOLES 8 OPEN HOLES 16 OPEN HOLES 12 7/8" 1002: UNIT 14 OPEN HOLES 16 OPEN HOLES 8 OPEN HOLES 24 1/2" :'.8/22/00 7112 UNIT 14 ELEVATION DOJO. NO.: BBB - MATE Repro Rack Indus.. 28 OPEN HOLES 14 OPEN HOLES 14 OPEN HOLES 30 OPEN HOLES TY 43 3/4" CLEAR 144" 21 1/4" CLEAR _L 14421 Bonelll Street City or Industry. CA 9174 RAPID RACK'' T el: 828 333 -RACK Rapid Reck Induelrlea me. FAX: 028 333 -3301 www.rapldrack.com RAPID RACK" RAPID RACK" Rapid Rec Indu trice, Inc. 14421 Bonelll Street City of Industry, CA 91748 Tel: 826 333 -RACK FAX: 828 333 -3301 www.rapldrack.com TY 96 1/2" I —I 24 1/2" PROJECT: ' UNIT 11,53 ELEVATION DATE: ITRIUM DWG. NO.: BBB - 11 PROJECT: I 22 3/4" CLEAR 42 1/4" CLEAR DWG. NO.: BBB - TYP '10J:: UNIT 16 ELEVATION 25 /2" EE PB9624 4 EE PB9624 4 144" TY J 14421 Bonen' Street City of Industry, CA 9'74 RAPID RACK .' Tel: (828) 333 -RACK R eply Rack in..ndrl. Inc. FAX: (828) 333 -3301 C www.rapldrack.com RAPID RACK 14421 Bonelll Street City o1 Industry, CA 91748 Tel: (828) 333 -RACK Rapid Rack Induetnee. Inc. FAX: (020) 333 -3301 www.rapldrack.com RAPID RACK" 48 1/2 "� 11 DD I PB4824 1 4 1 1 DD I PB4824 14 23 1/4" CLEAR 42 3/4" CLEAR PROJECT: DWG. NO.: BBB - 12 PROJECT: TY 24 1/2" TY 46 25 1/2" UNIT 12,54 ELEVATION 8 OPE OLES 14 OPEN HOLES 45" 1I1E: UNIT 17 ELEVATION DWG NO.: BBB - (DATE 9/22/00 A REV RG BY 11/20/00 DATE REVISIONS INITIAL RELEASE DESCRIPTION 96 1/2" 14421 Bonell Street City of Industry, CA 91748 Tel: (628) 333 -RACK FAX: (828) 333 -3301 www.repldrack.com DWG. NO.: 22 3/4" CLEAR — - 1 19 3/4" CLEAR 19 3/4" CLEAR 19 3/ 4" CLEAR - - - T 19 3/4" CLEAR - L 15 OPEN HOLES 13 OPEN HOLES 22 1/2" 22 1/2 11 24 1/2 "I-- 18,33,35,60 ELEVATION' 8B8 - 18 IDAM 9/29/00) PROJECT N0. CHEERED ENOR APPROVED APPROVALS 25 1/2" 25 1/2" 22 1/2" 22 1/2" DWA R.GONZALEZ DATE 1/20/00 TY 144" TY Aepld R JOB Bed Bath & Beyond This drawing (or print) is the property of Rapid Rock. Industries, Inc, and shall not be traced, photographed, or reproduced in any manner, nor used for any purpose whatsoever except by written permission of Rapid Rock. Industries, Inc. DD TYP 14421 Bone111 Street RAPID RACK' 01 T e 1 (828) 33 4 3 -RACK lnc. FAX: (828) 333 -3301 www.rapldrack.com 96 1/2" I -- 48 1/2" Street or industry, CA 91741 Pet: (828) 333 -RACK FAX: (828) 333 -3301 www.repldreck.com R RLE SIX TY T1n1' DRAWING N0. 20 5/16" 20 5/16" 20 5/16" 20 5/16" PROJECT, SCALE 3/8" = 42 /4" CLEAR 45 /4" 45 /4" PROEM: DWG. NO.: CLEAR CLEAR C1 : A TY 112: UNIT 15 ELEVATION DWG. NO.: _ BBB - 15 _ _ _ 11/ATE: 9/29/00 Rapid' Rack Industries, Inc. 15 OPE HOLES 13 OPE HOLES DEC 2 isT;l 0 22 1/2" ECEIVED CITY R OF TUK4V UNIT 19,34,36 ELEVATION BBB -19 IRATE: 0 /22/00 UNIT ELEVATIONS E02 SWEET PERMIT CENT 14421 Bonelll Street City of Industry, CA 91746 Tel: 626 333 -RACK FAX: 626 333 -3301 1 OF 1 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 9 (12' x 98" x 24 ") "UNIT 9" (12' x 98" x 24 ") ID PART NUMBER QTY ID PART NUMBER QTY M APH12 4 AA TP12 2 BB DRC96 10 BB DRC96 10 CC DRB24 10 CC DRB24 10 DO TS24 5 DD TS24 5 EE PB9624 5 EE PB9624 5 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 8" (12' x 48" x 18") "UNIT 8" (12' x 48" x 18 ") ID PART NUMBER QTY ID PART NUMBER QTY M APHID 4 AA TP10 2 BB DRBZ48 4 BB DRBZ48 4 CC DRBZ18 10 CC DRBZ18 10 DD DRBLP48 16 DD DRBLP48 16 EE PB4818 10 EE PB4818 10 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 7" (12' x 48" x 18 ") "UNIT 7" (12' z 48" x 18 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRBZ -48 4 8B DRBZ -48 4 CC DRBZ -18 10 CC DRBZ -18 10 DD DRBLP48 18 DD DRBLP48 18 EE P84818 11 EE P84818 11 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 06' (12' z 48" x 24 ") "UNIT 06" (12' a 48" a 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRBZ -48 18 88 DRBZ -48 18 CC DRBZ -24 18 CC DRBZ -24 18 DD PB4824 9 DD PB4824 '9 STARTER UNIT QTY: ADD -ON UNIT QTY: "UNIT 02" (12' z 48" z 24 ") "UNIT 02" (12' z 48" z 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA APH12 4 AA TP12 2 BB DRBZ -48 18 BB DRBZ -48 18 CC DRBZ -24 18 CC DRBZ -24 18 DD PB4824 9 DD P84824 9 STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 10" (12' x 48" x 24 ") "11Nrf 10" (12. x 48" z 24 ") ID PART NUMBER @TY 1D PART NUMBER QTY M API-112 4 M TP12 2 6B DRBZ -48 10 BB DRBZ -48 10 CC DRBZ -24 10 CC DRBZ -24 10 DD PB4824 5 DD PB4824 5 19 3/4" CLEAR 12 1/4" CLEAR STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 1" (12' x 96" z 24 ") "UNIT I" (12' z 98" z 24 ") ID PART NUMBER QTY ID PART NUMBER QTY AA 40812 4 M TP12 2 BB DRC96 18 BB DRC96 18 CC DR824 18 CC DR824 18 DD TS24 9 DD TS24 9 EE PB9624 9 EE PB9624 9 13 OPEN HOLES 17 OPEN HOLES 8 OPEN HOLES 12 1/4" CLEAR D 144" 112 1/4" 96 1/2" 25 3/4" 17 OPEN HOLES 24 1/2" I- 22 1/2" 28 1/2" ta TYPw) 19 3/4" II CLEAR. 15 1/4" R,LPID RACK' STARTER UNIT QTY: ADD —ON UNIT QTY: "UNIT 5" (12" z 96" z 24 ") "UNIT 5" (12' x 96" x 24 ") m PART NUMBER QTY ID PART NUMBER QTY M APH12 4 AA TP12 2 8B DRC96 18 BB DRC96 18 CC DRB24 19 CC DRB24 18 OD TS24 9 DD TS24 9 EE PB9624 9 EE 069624 9 96 1/2" 13 OPEN HOLES 17 OPEN HOLES 6 OPEN 1-10I FS 10 OPEN HOLES nn ' UNIT 5 ELEVATION IDA1E: 9/29/00 DWG. NO.: 15 1/4" CLEAR BBB -05 6 OPEN HOI FS 10 OPE HOLES 24 1/2 "-- 22 1/2" 28 1/2" 14421 Bone111 Street RAPID RACK City of Industry, CA 91748 Tel: 828 333 —RACK Rapid Reek 2,A,2 des. Inc. FAX: 828 333 -3301 www.rapldrack.com 144" CLEAR 11" CLEAR 11 CLEAR PROJECT: UNIT 1,13,59,42,46 ELEVATION DWG. NO.: BBB - DATE: 9/29 00 14421 BoneA11 Street City of Industry, CA 91748 Tel: 828 333 —RACK FAX: 828 333 -3301 www.repldrack.com 11" CLEAR CLEAR DWG. TY 18 1/2" 22 OPEN HOLE: 36" /2" 34 /2" 1 TY 144 48 1/2" 14421 Bonelli Street RAPID RACK" City e f (828) C 9174 Reply Reek In.u.trie.. Iuc. FAX (828) 333 3 -3301 www.repldrack.com TY 15 1/2" CLEAR 15 1/2" CLEAR 144" 14" CLEAR 14" CLEAR I--- 48 1/2" 20 /8" CLEAR 26 3/8" 1117 OPEN126 1/2" CLEAR 12 7/8" CLEAR 1 DWG. NO.: BBB - 14 3/8" CLEAR 15 1/2" CLEAR 14" CLEAR 14" CLEAR 14" CLEAR TYP � 20 00 - 3%0 18 1/2" 24 1/2" k- 1 75" 15" 15" 15" 1/2" 2 ELEVATION !DAM 9/22/0C DATE: 9 /22/00 14421 Bone111 Street PROJECT: RAPID RACK'' City of ( 6R6 )) Industry, CA 0011 Reple UNIT 06 ELEVATION Reck In •Dese. Mc.' FAX: (828) 333 -3301 n www.rapldrack.com DWG. NO.: BBB 08 P I 9/22/00 14421 Bonelli. Street PROJECT: City of Industry. CA 91748 Tel: ((826)) 333 —RACE .1. UNIT 09 ELEVATION FAX: (828)'333 -3301 w.rapldrack.com. DWG. NO.: BBB - -• — ww DATE: 9 /22/00 RAPID RACK' Mduetrl.a. Inc. 71712 UNIT 07 ELEVATION NO.: BBB - 07 1/20/00 33 1/4" 22 OPEN HOLES 18 OPEN HOLES 35 OPEN HOLES REVISIONS INITIAL RELEASE DESCRIPTION 10 OPEN HOLES PROJECT NO.. CHECKED APPROVED APPROVALS R.CONZALEZ 1/20/00 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 written permission of Rapid Rack Industries, Inc. 35 3/8' 144" 15 7/8" CLEAR 23 OPEN HOLES 10 OPEN HOLES 35 OPEN HOLES 18 OPEN HOLES 10 OPEN HOLES 35 OPE HOLES -RAPID - RACK° Rapid Rock Industries, 55 UNIT ELEVATIONS E01 I SHEET 14421 Bonelli Street City of Industry, CA 91746 Tel: (626) 333 -RACK FAX: (626) 333 -3301 36" 34 /2" 34 /2" R.pid TY 96 1/2" 54 /4" CLEAR 24 1/2" 27 1/4" 118 OPEN130 1/2" CLEAR 18" TY 144" 14421 Bonelli Street RAPID RACK' City f ( Industry, 33—RACK R.pl . .ck A. ,.11ie., Inc. F AX: (828) 333 -3301 C www.repidrack.com TY 13 OPEN HOLES 8 OPEN HOLES I- 48 1/2" ---I 17 OPEN 126 5/16" HOLES g CLEAR 18 OPEN HOLES IA 14421 Bone111 Stree City of Industry, CA 91748 pr Tel: ((828))'. 333 —RACK FAX: (828)' 333 -3301 www.rapldreck.com PROJECh 27 7/8" 53 3/8" PRO18Cf: TY DWG. NO.: BBB - 13 OPEN HOLES 10 OPE HOLES 071a, UNIT 06 ELEVATION DWG. 80.: BBB -06 DATE: 9/22/00 37 1/2" 30" /2" 24 1/2" C/ : DEC 2 2 7702: UNIT 10 ELEVATION PER "EIYED F TUK WILA T CENTER