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HomeMy WebLinkAboutPermit D2000-393 - VWR SCIENTIFIC PRODUCTS - RACKSVWR SCIENTIFIC PRODUCTS 355 TRECK DRIVE D2000 -393 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022340 -0042 Address: 355 TRECK DR Suite No: Location: Category: AWSE Type: DEVPERM Zoning: TUC Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: .0 South: .0 Sewer: N/A Slopes: N Contractor License No: DISTRPI037DQ Permit Center Authorized Signature: Permit No: Status: Issued: Expires: (206) 431 -3670 D2000 -393 ISSUED 01/05/2001 07/04/2001 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS East: .0 West: .0 OCCUPANT VWR SCIENTIFIC PRODUCTS 355 TRECK DR, TUKWILA WA 98188 OWNER PRIMESOURCE CORP 15 TWINBRIDGE DR, PENNSAUKEN NJ 08110 CONTACT DEENA FAULHABER 355 TRECK DR, TUKWILA WA 98188 CONTRACTOR._ DISTRIBUTION PLANNING INC Phone: 616 - 531 -2250 2845 44TH ST SW, GRANVILLE, MI 49418 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: UPGRADE EXISTING RACKS IN WAREHOUSE. ,***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation : $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Streams: Phone: Phone: (206)575 -1500 Phone: 206 - 575 -9465 Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time End Time : Land Altering:_ N Cut: Fill: 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: $ 800.05 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �.C� Date • _I _5 1 - -- I hereby certify that I have read and examined t is permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or . the performance of work. I am authorized to sign for and obtain this developme t •ermit. Sig • Date ___ 1 51 1 Print Name: __J g1SUI___EasA,A.aL&J &Z 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. Address: 355 TRECK. DR Suite: Tenant: Type: DEVPERM Parcel #: 022340 -0042 CITY OF TUKWILA Permit No: D2000 -393 Status: ISSUED Applied: 12/05/2000 Issued: 01/05/2001 * ***•k * * *•k * * * ** *****kk ******• k**• k•k kk**• k• k* k*** k**** k*; l*&A•k•A *•k•k * * *•k•k•kk * *k•k•k* Permit Conditions: 1:. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. All construction to done in conformance .with approved ,plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition). -and Washington State Energy Code (1997 Edition). Va l i d i tv of Permit.; The issuance of 'a permit or approval of plans. .specifications:` and computations shall not be con- ;s trued tobe a"per,mit for, or an approval of, any violation .any of the ,provisions of the building code or of any other ordinance of the .jurisdiction. No permit presuming'to .give , author' ty to violate , 'or cancel the provisions 01' : this . °, :code:shall be va1` id, A11 {.permi tst: inspection records._ and approved plans shall be avall abl e at the iob.s ite prior to the start of any con= struction • These documents are to be,maintained and avail- ab,le: until final inspection approval is granted. * * *F:'IRE DEPARTMENT CONDITIONS * ** The attached suet' of p lans have been reviewed by The Fire Prevention Bureau °'and are, acceptable with the following 'concerns: Storage may not be closer than 36 inches in all directions to cei 1inq -hung "Space or Unit" heaters. (UFC 1109.2) Storaae may not be closer than 18 inches below sprinkler hea'd's. (NFPA 13, 4-2.5) In double .row racks with heights of storage `up to and including 25', an, average nominal 6" transverse: flue space between ' oads or at rack uprights shal l . be ; maintained. (NFPA 13). Maintain' minimum, 6" longitudinal flue space between back back racks (NFPA 13) Where storage ..height exceeds 15 feet,. and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one-hour fire proofing, (b) sidewall sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 12. Aisles leading to required exits shall be provided froni all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 13. 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. Z Q W : J U 0 ja o ; ul J F, w0 J < CO Z F: H- 0 Z H U �! 0 ? :` C) = U• O z : " H =` 0 z 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 details pertaining to design and installation standards. 16. 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. 17. ,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 pallets, etc.; the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209-H) 18. Contact the Tukwila Fire Prevention Bureau to witness all „ required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 19. Tills review limited to speculative tenant space only - speciar,•tire' may be necessary depending on detailed 'description of intended use. 20. Any overlooked hazardous ,condition and/or violation of the 'adopted Fire or Building Codes does not imply approval of such ,condition or violation.' . Thelplans were reviewed by 512 . If you have any. questions, please call the Tukwila Fire Prevention Bureau • at (206)575-4407. , , . hereby certify that 1 have, read these conditions and will comply with them, as outlined. All provisions of law and ordinances governing this 'work; wiul be complied with, whether specified herein or not.. The grantlng', of this permit 'does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating ,construction, or the performance of -- work. Date: Description of work to be done: UP(724DE extsr7 RPrCKS Existing use: Proposed use: CTPERMIT.DOC 1/29/97 CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 C3 Retail ❑ Restaurant ❑ Church El Manufacturing ❑ School /College /University ❑ Retail El Restaurant (71 Church ❑ Manufacturing El School /College /University N W A E I-H t71.t Se OR STAFF USE ONLY Project Number: Permit Number: pZ0D0"3q3 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 accepted throu the mall or f acsim/le ❑ Multi- family Warehouse ❑Hospital ❑ Motel /Hotel Office ❑ Other ❑ Multi- family ❑ Motel /Hotel ❑ Other 01 Warehouse ❑ Office Will there be a change of use? ❑ yes pi no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? RI yes ❑ no Existing fire protection features: El sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: B, 3 3 ft. (4 ) 3 existing Area of Construction: s (sq. ( yr N (r n Qc - APPROX i2, 000 st-4 ❑ Hospital Will there be storage of flammable /combustible hazardous material in the building? jEl yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST, FOR PUBLIC, WORKS SITE(CIVIL PLAN REVIEW OF THE FOL'LOWIN (Additional reviews may be determined, by the Public Works Departinent): ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal • Schedule: 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 accepted: 12.-'S -au Date application expires: 60 0 ( Ap. alion taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM z ~ • w O 0 U) cnw J I- w � d t- w Z t. ZI- L11 ui O • C O I- Ww H • 0 u O W Z U U) P O 1- z Project Name/Tenant: U R 6E 1 1C PRoDutc.-rS V clN Value of Construction: $3t -1,00o Site Address: S 35 c - "T"P Dg i VG 1 14 a t k.A t,.) A City State /Zip: , 9 % 1 8 `� City State /Zip: LJA , c75?f Y Tax Parcel Number: 0 2a SLI 0 - QQLf 2 Phone: 9-01 5- / 6-00 Fax #: .201-- 5r7S - - q 04 4/ Property Owner: Vw2 SCI E -,V; 11 PRnp1A:S �cr Street Address: 35c z•12E NRlv'E; . fl4kt),L4 , Contractor: hP MAtJNLtN(,- '1,1sl�c S Phone: Lot (o S31 - 22CO Street Address: City State /Zip: a R LI 5 t-I H T1 ST 51,) 1 (y AV I l l.E. , A1.1. . 9 LI I Fax #: 6 1 (0- 531 - 58 8 Architect: Tel Pt Phone: Street Address: City State /Zip: Fax #: Engineer: 4ElSmiL i'3C • Phone: 909- (c9 [7`1$1 Street Address: City State /Zip: I(,I RZA 5T POmoN3A, LA 91 (0 7 Fax #: , `70-53'69 -(79g I Contact Person: V W RS C, P n tDEE1 3 A '1=t1 B - -(� ►A d Phone: anc0•- sus -9N S Street Address: 5 . C.K. a R1 V 6 , TU In) � i tit , City State /Zip: to /} 9 s t g S Fax #: 20 e - y 1- 15 - - Li o & cl Description of work to be done: UP(724DE extsr7 RPrCKS Existing use: Proposed use: CTPERMIT.DOC 1/29/97 CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 C3 Retail ❑ Restaurant ❑ Church El Manufacturing ❑ School /College /University ❑ Retail El Restaurant (71 Church ❑ Manufacturing El School /College /University N W A E I-H t71.t Se OR STAFF USE ONLY Project Number: Permit Number: pZ0D0"3q3 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 accepted throu the mall or f acsim/le ❑ Multi- family Warehouse ❑Hospital ❑ Motel /Hotel Office ❑ Other ❑ Multi- family ❑ Motel /Hotel ❑ Other 01 Warehouse ❑ Office Will there be a change of use? ❑ yes pi no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? RI yes ❑ no Existing fire protection features: El sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: B, 3 3 ft. (4 ) 3 existing Area of Construction: s (sq. ( yr N (r n Qc - APPROX i2, 000 st-4 ❑ Hospital Will there be storage of flammable /combustible hazardous material in the building? jEl yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST, FOR PUBLIC, WORKS SITE(CIVIL PLAN REVIEW OF THE FOL'LOWIN (Additional reviews may be determined, by the Public Works Departinent): ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal • Schedule: 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 accepted: 12.-'S -au Date application expires: 60 0 ( Ap. alion taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM z ~ • w O 0 U) cnw J I- w � d t- w Z t. ZI- L11 ui O • C O I- Ww H • 0 u O W Z U U) P O 1- z BUILDING OWNER OR AUTHORIZED AGENT: I _ Phone: -,5 ? - Date: / z � yGS / D Fax it: 2 p 6. - 5, 5 - - (4 06 Sign. - ' FA - u i. - P - Q Print na NI A Address J G t�t�lE 4 City /Stag Zip / T K b. e / Z - A I tJ/a � 1$ ALL COMMERCIAL/MULTI-FAMILY ILY TENANT IMPROVEMENT /A RATION PERMIT APPLICATIONS Mme'!' BE SUBMITTED WITH THE FOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER Y ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED g ❑ 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) 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 spkies (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). ❑ Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ Construction details (� ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. CO ❑ 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 - 4'787. (Form H -5) ❑ 11 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 VALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 z ~ w C4 1 00 0 WI w w � � QQ LLj I d = w z � ZO w 0 0 I- w I— H IL - w z U 0 z ?CA * A A rt '-;( 'l• 'At* * fi. t' )r s5 it d• irk 1' # r : * * S * fs 71 is 7 : * x' r. til h ' x x n •x r' r. 7 :c r 7. J t ..0 t I t1 Ea tit l t_ Id . 111 1 4 • ; *:k *4* ?hit *�c *****its% *4 vz:QQ0 k s.M +s {t + �� + is**.sAvS.l•tticr • tit'fI4;t?I I A lItl It id ttl)4sJ il1110it11 L y L , {a $ ).,:'r t);ii'.l) .!'4 '4.i FEtvrIMri1;'.'r1et ritta: HE!, lc 1%1 t.at.c.) it t J.rtla.� t�►..r; l er'm1t'`Y'}o , ti;eti(!0 .'I.:{. Ivt)E': fi tJl'LItt4. 1■t'.t1i::l.t,)f'tlEr21 t'Llttil t'art.e 1 Ito i)22.:$ ?42 , ►4clor'€ s ` FI L. i)t, ri 1` r i :t; ay m tr n'i ;! la . hit; 1 u t fit 1 Id L L t• I;i t: Ei :I 1 J LI ti • ti Li 1 an C t? r 4 6 i:r ,..ti :•■ ,t•k*** # A# c*.A A-**tk• h**•* 4*+ 4* ** *fir*•***'AA ,kAlkAi .k:l4, :* ****Ait *:k *n 14r+C:0 U11 - 1,,r.tii ae, aeficf` 1 Dt:1 D►1 I{RtoltYtt: :19714.I, fid() ;;` f'LHrl 1:htLL.1 -: rtiirfF !:b JJ.;I.4v. 1:!447 12/0c 9710 TOTAL 313' 40 i,:... • .. li`''p, r, i;�f '..,ir 1� s . •1 . _, ��•..., - 7.': •�. 3173 I q.._ � ! �I• 1T+'i"f iTl 'lit'• �'n°°r;� ' �'irit�t''''"°r"'�;�- "rl�-.v1; TT'j�. . *�`s,' � "�t"r, '�f�` S• h y , � .., � .: < rJC i.:i.•l;w:r.t,., -- 'fit e..•t.i.: s k S•- :vi�:�'..: * ** *** * * ** ** **k * * * * * ** 4.**************************************** CITY OF TUKWILA. WA 1 ) TRhNSMli h *4* ** ** * * *** * * * * *•* * *• * *• ** *. * * * * * * * * * * * * * *sl * * * ** *fir** TRANSMIT Number: ,801 Amount;: 486.65 01/05/01 14 :00 Payment .Method : CHECK Nntat1 on: , DEENA FAULHf BER.. Permit <No: D2000-393 In it: TLB � �M� Tvne: DEVPERM UEVELt)PMENT PERMIT Parcel No: 022340-0042 S ite Address: ",35;3 .TREC1( DR ` Total Fees: 13 This Pavment 486.65 Total ALL Ports: 800.05 u Balance: .00 l r**** ****************** * * * *** * * **•k * ** * * * * * : * *** * * ** ** ** * ccount ". L)eber i at i on :.. Amount 000/322.100 :BUILDING .. NONRESS 482.15 000/386.904 STATE "BUILDING SURCHARGE 4.50 1360 01>'O0 97i0 TOTAL 486.65 h.. . "... .' tom,•. r vo,o,1 :xrf: +a^' :∎Fo sr:rirort?wtrr'ory "CS,Xrq • .0 vI CO Uri W o. g J, � d Z w w; Do WW1 ,1 V, • Z; co; Project VW I Ei∎iilF)CL SC Ty e of I speet'Th I jF1 ------ Address: r1 - TP Ec, l� DR Date c I I' � Special instructions: Da e // / 0 / , Re uster: (�j Phone: �. Zv(o - •3ciV — 1731 ;T ' . '• •: , 7"7,• T( INSPECTION RECORQ Retain' a copy with p. it INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. +,.�... z ..� .� } „J sy .:f'� s - +{.y,•r'� ro +Na iWcN ��'�'w!�". D240-3'13 PERMIT NO. (206)431 -3670 Corrections required prior to approval. .if COMMENTS: 0/4 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: w. rr�;�;a h w:�aritwa i4r' aw t ie .:, _tv to s:u..rc• a 0,0 11J 0 0 N W' . N LL W0, ga u 0 ' � W ` z z t- t W Id 0 0 N' ,0 H` W : ILL. Z 1 . • 0 - . 0 F- z' 7■ f m 14'; "•"""■,.‘ Project Name \i 1A- 0- 5c 4 ;C. C. 12 °Lc' 'is AddreSs Or Retain current inspection schedule Needs shift inspection City of nikWila John W. Rants, Mayor Fire Department • Thomas P Keefe, Fire Chief TURWILA FIRE DEPARTMENT FINAL ' APPROVAL FORM • • Y Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct Halon: Monitor: Pre-Fire: Permits: 11 Authorized USignature rpo Permit N . . . Suite # Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S-4404 • Fax (206) 575-4439 Received: 10/10/ 0 5:40PM; 3248708 -> VWR SCIENTIFIC SEATTLE; Page 2 OCT -10 -00 TUE 15:09 c W mcci c a: g ` °II CO cc 0 Efn RECEIVED CITY OF TUKWILA DEC 2 7 2000 PERMIT CENTER INCOMPLETE LTR# : 106•• v� g • FAX NO. /"ti 3708 P. 02 6• -10• 2O'•6' • .Y4 if 1 I l i w\\ - '2.'"\ . „..„„-g.*! 2000 - 3q3 ,NOTICE: T CE\ THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN �d THINOT CEI is DUE TO THE 9UA1 : F THE DOCUMENT \\ STORAGE RACKS DRIVEN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 CITY APPROVALS STATE APPROVALS PERMITTING SERVICES PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION ALASKA NEVADA APoZONA NEW MEXICO CALJFORNA OREGON COLORADO PENNSYLVANIA IDAHO UTAH MISSOURI WASHINGTON SEISMIC ANALYSIS OF STORAGE RACKS FOR TUKWILA, WA. #00 -2186 APPROVED 'Y 161 ATLANTIC STREET • POMONA EXPIRES APR 12 2002 RECEIVED CITY OF TUKWILA DEC ° 6 2000 PERMIT CENTER • CA 91 768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 D rx zdiav,lsera :< ;44.4.14' ' 51 ,3 :—.Le4 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT V WR . FOR DPI SHEET NO. 2 OF 19 CALCULATED BY BOB S. DATE 11 -06 -2000 TABLE OF CONTENTS DESCRIPTION PAGE # COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 2 PARAMETERS 3 CONFIGURATIONS 4 - 5 COMPONENTS & SPECS. 6- 9 LOADS AND DISTRIBUTION 10 LONGITUDINAL ANALYSIS 11 COLUMN 12- 13 BEAM 14 BEAM TO COLUMN 15 BRACING 16 OVERTURNING 17 BASE PLATE 18 SLAB& SOIL 19 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. >> C.) o N 0 CO ILI w o ga J LL =W = : Z o, z �; uj ;'0 o= ' W , 1- V . LL 0' z o - z • SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR_ FOR DPI SHEET NO. 19 OF CALCULATED BY BOB S. DATE 1 -06 -2000 PARAMETERS: STORAGE RACKS CONSIST 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 LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRIBUTARY AREA LONGITUDINAL TOP VIEW re , UO W w, Ili 0 g Q I- w 0 Z � uj w w `. H - U. O ' Z' O Z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR. FOR DPI SHEET NO. 4 19 CALCULATED BY BOB S. DATE 11 -06 -2000 OF CONFIGURATIONS 2 21 TYPE S/R / 6 " 69" 69" 311 3 3,300 lb. 2 3,300 lb. 74" 5" 3,300 lb. 96" --- TYPE D/R 4,400 lb. 96" 4. 44" / 6" 6d f 6 63" 3 4,400 lb. 2 4,400 lb. 1 74" 4.. 44" 4. 4. u-vxa.. vxWc��.::,�:u,.�..wuJk::r a. i' u. t.' z.< 4.. t.. sk::; s;: 4ix✓.:.:; hG .iis.,..a,�rw. SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET NO. 5 OF 19 CALCULATED BY BOB S. DATE 11- 06 - 2000 CONFIGURATIONS 216" 2 63" 6 6 3 " TYPE TUNNEL 4,500 Ib. 4,500 Ib. 114 " -4 44 "4* 44 "4 TYPE HANDSTACK 34" 34" 34" 6" 6 5 4,500 Ib. 4 1,000 Ib. 3 1,000 Ib. 2 1,000 Ib. 1 74" 4,500 Ib. 96" 44 " -4 4, ..,......,,..._.. antl. r... sn.... s....+ u .�....- iu.....�.�.u.��.:1_:Je,. ¢+..�.tti,.[i3. 4a.u...0 S Stu? V O W W F : N LL W O. J ` u. W Z O S Lli o o DI- sea I IL ~0' • Z t Z 1 5,070 Ib. 26,853 in.Ib. 23,668 in.lb. <-req'd H.D. corm. 2 3,380 Ib. 16,483 in.lb. 15,186 in.lb. <-std.conn. 3 1,690 Ib. 9,890 in.lb. 6,945 in.Ib. <-std.conn. TYPE S/R DESIGN LOAD = 3300# BASE PLATE COLUMN BEAM 8 X 8 X.375 Mbase = 11542 in.Ib. COLUM 3X3X13GA(LU75) STRESS =0.89 V 4 -1 /32x2- 3/4x14GA/485H MAX LOAD /LEVEL = 5,053 Ib. BEAM IS O.K. TO 1V BACKER 3X3X13GA/1- 5/8X13GA STRESS =0.77 OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.82 # OF ANCHORS = 2 HORIZONTAL .4 1 1/2 X 1-1/2 X 14 GA STRESS = 0.21 DIAGONAL 1 1/2 X 1-1/2 X 14 GA STRESS = 0.60 PUNCT. STRESS = 0.93 BENDING STRESS =1.29 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE S/R - MAIN STEEL SPECIFICATION - BASE PLATE STEEL SEIZMI INC. ANCHOR WEDGE TYPE 1/2 x 3-1/2 - FLOOR SLAB 5" X 2000 PSI. REINFORCED 216" - SOIL BEARING PRESSURE - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. SECTION 55000 PSI 36000 PSI 1000 PSF AXIAL FORCE PROJECT VWR FOR DPI SHEET NO. 6 OF 19 CALCULATED BY BOB S. DATE 11 -06 -2000 63" 6 3„ 6" 3,3001b. 3,3001b. 3,3001b. - 581# 387# 193# 96" Iu= 96" MOMENT BEAM MOMENT 44 " -71 , 740# 493# 246# uj VO N 0 . �nw W O , u.< 0 Lu U 0 ` o ff w w O` Z ii 1. 1- ' Z 1 6,720 Ib. 17,990 in.Ib. 16,554 in.lb. <-std.conn. 2 4,480 Ib. 11,119 in.lb. 10,895 in.lb. <-std.conn. 3 2,240 Ib. 6,671 in.lb. 5,336 in.Ib. <-std.conn. TYPE D/R DESIGN LOAD = 4400# BASE PLATE COLUMN BEAM V 7.75 X 5 X .375 Mbase = 7910 in.Ib. V COLUMN 3X3X13GA(LU75) STRESS =1.24 1/ 4-1/32x2-3/4x14GA/485H MAX LOAD /LEVEL = 5,053 Ib. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.14 # OF ANCHORS = 2 HORIZONTAL V 1 1/2 X 1-1/2 X 14 GA STRESS = 0.14 DIAGONAL V 1 1/2 X 1-1/2 X 14 GA STRESS = 0.41 V PUNCT. STRESS = 1.04 BENDING STRESS =1.32 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE D/R - MAIN STEEL SPECIFICATION - BASE PLATE STEEL 55000 PSI 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 FLOOR SLAB 5" X 2000 PSI. REINFORCED - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. SECTION AXIAL FORCE 3 4,400 Ib. 2 4,400 Ib. 1 -I. 74" 261# 5 " 1 30# 5" 216" PROJECT VWR FOR DPI SHEET NO 7 OF 19 CALCULATED BY BOB S. DATE 11 -06 -2000 ff 63" T 4,400 Ib. 392# 499# 332# 166# '1' 96" --�' Iu= 96" MOMENT BEAM 44" + ,4. 14 -: U O u) 0 : W = : J N w0 ga ' J u. Qt CO = 0 ; I— _ ' Z 1- O ! z F— w 0 co` =uJ U . F 0; . Z . 0 2 4,580 Ib. 9,214 in.Ib. 9,371 in.lb. <-std.conn. 3 2,290 Ib. 5,528 in.lb. 4,764 in.Ib. <-std.conn. TYPE TUNNEL DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM 7.75 X 5 X .375 M base = 8974 in.Ib. COLUMN 3X3X13GA(LU75) STRESS =0.67 V 4- 3/4x2- 3/4x14GA/496H MAX LOAD /LEVEL = 4,899 Ib. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.09 # OF ANCHORS = 2 HORIZONTAL V 1 1/2 X 1-1/2 X 14 GA STRESS = 0.10 DIAGONAL . f 1 1/2 X 1-1/2 X 14 GA STRESS = 0.28 V PUNCT. STRESS = 0.75 BENDING STRESS =0.84 SEIZM INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET NO. 8 OF 19 CALCULATED BY BOB S. DATE 11-06-2000 TYPE TUNNEL SPECIFICATION - MAIN STEEL BASE PLATE STEEL SECTION 55000 PSI 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 - FLOOR SLAB 5" X 2000 PSI. REINFORCED 2 SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. AXIAL FORCE 1 6" 69" 63" 6 " 3 4,500 Ib. 2 4,500 lb. 25# ` 413# 74" 16# 275# J 5 2" 2# moo 114 " - 4' Iu= 114" MOMENT BEAM MOMENT 44"-k N,t�aM.S.i4:'cYrui<.n u 1 6,200 Ib. 5,875 in.Ib. 6,994 in.lb. <-std.conn. 2 5,660 Ib. 6,113 in.lb. 6,984 in.lb. <-std.conn. 5,120 Ib. 5,855 in.lb. 6,662 in.lb. <-std.conn. 4 4,580 Ib. 5,468 in.lb. 8,015 in.lb. <-std.conn. 2,290 Ib. 6,562 in.lb. 5,281 in.Ib. <-std.conn. TYPE HANDSTACK DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM 7.75 X5 X.375 Mbase = 5874 in.Ib. V COLUMN 3X3X13GA(LU75) STRESS =0.52 .N./ 4-1/32x2-3/4x14GA/485H MAX LOAD /LEVEL= 5,053 Ib. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.13 # OF ANCHORS = 2 HORIZONTAL V 1 1 /2 X 1-1/2 X 14 GA STRESS = 0.13 DIAGONAL V 1 1 /2 X 1-1/2 X 14 GA STRESS = 0.38 V PUNCT. STRESS = 0.98 BENDING STRESS =1.22 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET NO 9 OF 19 CALCULATED BY BOB S. DATF 11-06 -2000 TYPE HANDSTACK SPECIFICATION - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3 -1 /2 - FLOOR SLAB 5" X 2000 PSI. REINFORCED - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. SECTION AXIAL FORCE 5 4,500 Ib. 4 1,000 Ib. 3 1,000 Ib. 2 1,000 Ib. 1 74" 257# if__ 45# 5" -0 # 1 5# L 216" 63" 34" 34" 34" 3i1 4,500 Ib. 385# " 491# 96" — Iu= 96" MOMENT BEAM 'I 44 327# 57# 38# 19# • UI r 2 j o O;; rn o cn w (0 W 0 J�. IL < 0 ! z F ! 0 0 I- W W. w z U N 01- z S ■ INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET NO. 10 CALCULATED BY BOB S. OF DATF 19 11 -06 -2000 LOADS & DISTRIBUTION :TYPE S/R LIVE LOAD PER SHELF = WII = 3,300 Ib (BASED ON CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF = WdI = 80 Ib TOTAL LOAD PER FRAME = 10,140 Ib SEISMIC SHEAR BASED ON SECTION 16302.1 OF THE 1997 UBC WHERE V= ((2.5 x Ca x I) / R) x Wtotal Wtotal = (WII + WdI) x n n = # of shelves Seismic Zone = 3 Ca = 0.36 R(Iong) = 5.6 R(trans) = 4.4 LONGITUDIAL DIRECTION Vlong = (2.5 x 0.36 x 1)/(5.6) x W) / 1.4 = 1164 Ib w/ working stress reduction Fi = VWhi / BWh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4 1481 Ib w/ working stress reduction Fi = VWhi / EWh TOTAL FRAME LOAD = 1 0,1 40 Ib. 1= 1 Soil Coef. = Sd 2 / 6" 63" " 6" 3 3,300 Ib. 2 3,300 Ib. 1 r 74" 5" 3,300 Ib. 5 8 1# 96 " -4 l u= 96" 44 "-49 493# 246# 387# 1 93# at_,. +rwit::l�::Li.e¢�•s�+' .:�.iv�u.SuaUa::lerne:.>:� INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET NO. 11 CALCULATED BY BOB S. 19 OF DATE 11 -06 -2000 LONGITUDINAL ANALYSIS :TYPE S/R THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). Vlong = 2 * Vcol = 1,163 lb. Vcol = 582 Ib. F 1 = 97 lb. F 2 = 194 lb. F3 = 291 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 11542 in.Ib. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Mlower] /2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 5070 26852 2 3380 16482 3 1690 9889 Mconn 23667 15186 68 in. 68 in. - (=TL J L M lower r B SLAB Mupper Col. to slab. Beam to Cot. Conn. Mconn "R' S INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET NO. 12 OF 19 CALCULATED BY BOB S. DATF 11-06-2000 COLUMN ANALYSIS :TYPE S/R COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. Pmax = 5,070 Ib. Mmax = 26,853 in.Ib. Kxlx /rx = 1.2 * 66 / 1.282 = 61.8 <- GOVERNS Kyly /ry = .8 * 52 / 1.472 = 28.3 Cc = (2n ^2E /Fy) ^.5 = 102.0 SINCE KI /r <= Cc, Fa = .522Fy - [(kI /r *Fy)/1494] ^2 = 23,538 psi. fa = Pmax /Area = 3,786 psi. fb = Mmax /Sx = 18,304 psi. fa /Fa = 0.16 >.15 F'e = 12TrA2E /23(Kx1x /rx) ^2 F'e = 39,127 psi. Fb = .6 *Fy = 33,000 psi. Cm *fb /Fb[1- fa /F'e] = 0.61 COMBINED STRESS = 0.77 Front View SECTION PROPERTIES A =3" B =3 C =.75" D= 1.625" E =.75" Wt. =0# t1 = .0897" t2 = .0897" Area = 1.339 "A2 Ix = 2.2 "A4 ly = 2.902 "A4 Sx = 1.467 "A3 Sy = 1.215 "A3 rx = 1.282" ry = 1.472" 1- 68" 66" )‘' Side Vieµ 52" 52" SEIZMIC �, INC. ■ MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET NO. 13 OF 19 CALCULATED BY BOB S. DATE 11 -06 -2000 COLUMN ANALYSIS :TYPE S/R COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. Pmax = 3,380 lb. Mmax = 16,483 in.lb. Kxlx /rx = 1.2 * 68 / 1.229 = 66.4 <- GOVERNS Kyly/ry = .8 * 52 / 1.08 = 38.5 Cc = (211 ^2E /Fy) ^.5 = 102.0 SINCE KI /r <= Cc, Fa = .522Fy - [(kI /r *Fy)/1494] ^2 = 22,736 psi. fa = Pmax /Area 4,306 psi. fb = Mmax /Sx 20,076 psi. fa /Fa = 0.19 >.15 F'e = 12TrA2E /23(Kx1x /rx) ^2 F'e = 33,875 psi. Fb = .6 *Fy = 33,000 psi. Cm *fb /Fb[1- fa /F'e] = 0.70 COMBINED STRESS = 0.89 ^ - 1 - -IZ:=C --I c 1- 68" 66" y Front View Side View B SECTION PROPERTIES A = 3" B = 3" C =.75" D =0" E =0 Wt.= 2.664# t1 = .09" t2 = 0" Area = .785 "A2 Ix = 1.121 "A4 Iy= .917 "A4 Sx = .821"A3 Sy = .584 "A3 rx = 1.229" ry = 1.08 ". 52" 52" 0 0' 0; co w 9 A IL; w 0: ga' u <, _ v , i-- _ , z,. • 0E-: w uj: I U. 0; • z U •∎ o z SEI2MIC , INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET N0. 14 OF 19 CALCULATED BY BOB S. DATF 11-06-2000 BEAM ANALYSIS :TYPE S/R BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.Ib. WHICH EVER IS SMALLER) WILL BE ADDED. Tact = 96.0 in. Imax = [1950 + 1200(M1 /M2)]b /Fy SINCE M1/M2 = 1.0 Imax = 3150 *b /Fy = 158 in. SINCE Imax > Iact Fb = .60Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 4.035" 1) BENDING CAPACITY M = Sx* Fb = wIA2 /8 = 34848in.lb. CAPACITY = 2(8 *M /I) = 51621b. Sx = 1.056 in.A3 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). Ix = 1.850 in.A4 A = 5wIA4/384E1 CAPACITY = 2[(384E1)/(5 *180 *1A2)] = 50531b. MAXIMUM STATIC LOAD PER LEVEL IS 5,053 Ib. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wIA2 /8 = LIVE.LOAD *U(2 *8) Mallow(static) = Sx * Fb Mimpact = 1.125 *Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Mseismic Mallow 1.125 Mstatic (static) (seismic) 1 19800 22275 34848 23667 46463 2 19800 22275 34848 15186 46463 3 19800 22275 34848 6944 46463 RESULT GOOD GOOD GOOD v.ichi s ivrw'sr�wF:C,uw.G..r�r..».YSa SEIZMIC '---,. INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI 15 CALCULATED BY BOB S. DATE 11 -06 -2000 SHEET NO OF 19 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375^2rV4 = .150 " ^2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. =t *D t =.0747 min. .5 * t Fu= 65,000 psi min. Pmax brg. = Area * Fbearing =.5t *2.22 *Fu = 5,389# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110 " ^3 Mcap = S * Fbending = .110 *.66 *Fy C = Mcap /.75 = 1.11 P1 P1 = 1.20 Mcap = .0872 Fy = 4,360#> 3,000# SINCE PLUG GOVERNS P1= 3,000# Mconn. cap.= P1 * 4.5 + P2 * .5 = 4.555 * 3,000# *1.33 = 18,220 "# Mupper Mconn. Mconn. MIER Mlower C C Sbracket = .110 "3 BEAM TO COLUN( CONNECTION P1 4" C 1/2" P2 1/2" C = P1 + P2 = P1 + (.5/4.5)P1 = 1.11 P1 1:. i.: a. w2.. 1C y.: li:: CJ:. ewwv' wt. a :u�aliui.L'...:::✓ v i..r:::LM.+:1.:44ntiw . iJ6,il.u:Ye.+L:lmc' 'Nwif: ^'• 4. ♦4.'.aSf...• .i.Wtf icfi41+". >f SEIZMIC T INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET NO. 16 OF 19 CALCULATED BY BOB S. DATE 11 -06 -2000 TRANSVERSE ANALYSIS : BRACING :TYPE S/R IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L diag. = [(L- 6)A2 +(D- 2 *Bcol) ^2] ^.5 59.6 Vdiag = Vtrans * Ldiag. / D = 2007# kI /rmin = [ 1 * 59.6 ] / .495 • 120.5 Fa =112Tr ^2E] /[23(kI /r) ^2] • 10278 psi. fa /Fa =Vdiag /(Area *Fa) = 0.60 D =44" DIAGONAL AND HORIZONTAL BRACING � Area= .325 "A2 rmin= .495 " t= .0747 " W= 1.5 " H= 1.5 " SEIZMIC --, INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DP. SHEET NO. 17 OF 19 CALCULATED BY BOB S. DATE 11 -06 -2000 OVERTURNING :TYPE S/R ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2224'5.7.1 OF THE 1991 Building Coda FULLY LOADED TOP SHELF LOADED SHEAR Mot TOTAL SHEAR = 1480 Ib. Mot = Vtrans * ht * 1.15 = 1480 *158 *1.15 = 270163 in.Ib. Mst = E(Wp +.85wDL) * d/2 = ( 9900 +.85 * 240) * 44/2 = 222288 in.Ib. Puplift = 1(Mot - Mst) /d = 1088 Ib. <- CRITICAL 493 Ib. = Vtop *h *1.15 493 *204 *1.15 = 115784 in.Ib. Mst = (Wp +wDL) * d/2 = ( 3300 +.85 * 240) * 44/2 = 77088 in.lb. Puplift = 1(Mot - Mst) /d = 879 Ib. USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 = 875 Ib. PULLOUT & 1840 Ib. SHEAR COMBINED STRESS1 = 1088 / 1750 + 740 / 3680 = 0.82 COMBINED STRESS2 = 879 / 1750 + 246 / 3680 = 0.57 4 4" r i tr1 41 4 11 1Z 141 - illia l -- A ■ INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET NO 18 OF 19 CALCULATED BY BOB S. DATE 11 -06 -2000 BASE PLATE :TYPE S/R BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 5070 Ib. B = 8 in. D = 8 in. Mb = 11542 in.lb. b = 3 in. P/A = Pcol /(D *B) = 79.21 psi. M/S = Mb /((D *BA2) /6) = 135.2 psi. fb2 = 2b /B *fb = 84.53 psi. fb1 = fb -fb2 = 50.72 psi. Mbase = wb1 A2/2 = b1 A2/2[ fa + fb1 + .67fb2] Mbase = 582.2 in.Ib. Sbase = 1 *t ^2/6 = 0.0234 in.A3 Fbase .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = .69 ANCHOR TENSION EMo = T *d2= [Mbase- Pcol *b /2] T = Mbase /d2 - Pcol *b /2d2 T = 875 Ib. t = .375 in. b1 = 2.5 in. fa b s d2 dl Pcol b17 I Mbase /I L i d1 i:..s»'u.', h� ...�rl ✓.A^L.:t.i.uwi:ix.c W.aliwai:6 Afia4�... Even -t �...,ir.:r.i. r.e,H,a..... �.o..hw..i SEIZMIC_ INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT VWR FOR DPI SHEET NO. 19 OF 19 CALCULATED BY BOB S. DATE 11-06 -2000 SLAB AND SOIL :TYPE S/R THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. fa) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) 17,536 Ib. Fpunct = 2 *sgrt(f'c) = 89.4 psi. Apunct = [(w +t/2) +(d +t /2)] *2 *t = 210.0 in.A2 fv /Fv = Pmax /(Apunct *Fpunct) = 0.93 (b) SLAB TENSION Asoil = Pmax /(1.33 * fsoil) = 13.15 ft. ^2 = 1,894 in. ^2 L = sqrt(Asoil) = 43.5 in. B = sgrt(w *d) + t = 13.0 in. b = (L -B)/2 = 15.3 in. Mconc = wbA2/2 = (1.33 *fsoil *b ^2)/(144 *2) = 1,078.0 in.lb. Sconc = 1 *t ^2/6 = 4.17 in.A3 Fconc = 50 *sgrt(f'c) = 201.25 psi. fb /Fb = Mconc /(Sconc *Fconc) = 1.29 BASE PLATE w = 8 in. d = 8 in. CONCRETE t = 5 in. f'c = 2000 psi. SOIL fs = 1000 psf. 4 e wvJ u.., v4�l:xlu�L.n.+L1.L'�LLi.ld�vn - .d �ki.ixt >. ia ;0:4. ecember 11, 2000 Deena Faulhaber 355 Treck Drive Tukwila, WA 98188 Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D2000 -393 Ciiy of Tukwila Letter of Incomplete Application #1 Development Permit Application Number D2000 -393 VWR Scientific Products 355 Treck Drive 147t0i- Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Dear Ms. Faulhaber: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 5, 2000, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3670, if you have any questions regarding the following: . Floor plan must show exit door throughout the tenant space. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 - 3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Revision - No.. Date Received Staff Initials Date Issued • ' '''Staff Initials k-1 I 1 -1 t I I 1 merii" of- one b0,, Gn • :• one Summary of Revision: cj ed pk s • fI, t1 "I, 1.11 kn. • I. •.c f. lm •r k t • Received . By: Revision No. Date Received Staff Initials Date Issued Staff ...: Initials 1 1 Summary. of Revision: Received By: Revision No. I Date Received Staff Initials I Date Issued Staff Initials 1 Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 Summary of Revision: Received By: . PROJECT NAME: VW (Z, �GP.X1 +tfk PERM ■ NO:.. D2000 Site Address: .265 Td r . Dr - - -- Original Issue Date: I -5 -OI REVISION LOG (please print) (please print) ' 1 Revision No.' Date Received I Staff Initials Date Issued Staff Initials Summary of Revision: Received By: (please print) p pnn a+attatiam.n _,=ztmrnnatmr ,+ront4�m s+a� z re 1 V ' U - O N 0 Wi J lam. W O 2 g Q � _° I- W z F- LU uj O N' , W Ir t� Z UN 0 ACTIVITY NUMBER: D2000 -393 DATE: 1 -16 -01 PROJECT NAME: VWR SCIENTIFIC PRODUCTS SITE ADDRESS: 355 TRECK DR SUITE NO Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Build 1n' ] ivision (' PrOi P blic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete CORRECTION DETERMINATION: Approved WKROt,IL.DOC 1019 tir PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP • I � Fire Prevention III AP I - Structural Incomplete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Li Planning Division Permit Coordinator IIII DUE DATE: 1 -18 -2001 Not Applicable n No further Review Required Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: n DATE: DUE DATE 2-15 -2001 APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE DATE: w, 6 00 Co w J w � g Q ` d _ , Z 0 �. %.• N 0 I- w W U• w Z O z PERMIT COORp COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -393 DATE: 12 -27 -2000 P ROJECT NAME: VWR SCIENTIC PRODUCTS SITE ADDRESS: 355 TRECK DR SUITE NO: Original Plan Submittal r XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil id ng Division frvu n Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete H Fire Prevention Structural Comments: TUES /THURS ROUTING: Please Route fiZf Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: n n Planning Division n Permit Coordinator No further Review Required DUE DATE: 12-28-2000 Not Applicable n n DUE DATE 1-25-2000 Not Approved (attach comments) n DATE: DUE DATE Approved ❑ Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: VYIXOUI[.000 YFl w U U O CO 0 W V CO u, w 0 J = d j LU z C) Z I- CU Lu D o: U 0 N H w w z ,. O z DEPARTMENTS: Buil rig Division xr 40M,ta (7.4'L°'° Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: Incomplete TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) WKROUTI.1)OC 7rw 612- Fire Prevention ntion ICI ,z-13-0v Structural PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -393 DATE: 12 -05 -2000 PROJECT NAME: VWR SCIENTIFIC PRODUCTS SITE. ADDRESS: 355 TRECK DR XX Original Plan Submittal Response to Correction Letter # SUITE NO: Response to Incomplete Letter # Revision # After Permit Is Issued Planning Division Permit Coordinator Not Applicable 4 t 4 t flltr Lfr - ► ,6 Cf 12 I i--ob ( , No further Review Required n DUE DATE: 12- 07-2000 n REVIEWER'S INITIALS: DATE: DUE DATE 1- 4-2000 Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions) I Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ce D U ' U O `. co 0 u) w O ga . u- a . F w Z t.- Z0 W W U 10 . N ' w w H U { w I 0 . ui z U M 1= . _ . 0 � z Date: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. A Ito ,`to o I Plan Check/Permit Number: 1)2000 - 39 3 Response to Incomplete Letter # Response to Correction Letter # f Revision # after Permit is Issued RECEIVED CITY OF TUKWILA JAN 1 6 2001 PERMIT CENTER Project Name: (PE P n%T D 2boo =39 3) V WR SCA N) i tc Pit.obtA-c- S Project Address: 355 TRECV, p a I vE , Tti Kw , 1 S R Contact Person: DEE7A)A F VIALHA- r~i&. Phone Number: 0.0(Q - 39 4. Summary of Revision: CHpr. (Eb PLACEmG- -n1T nF oNe PAL ck Aroc b O NE t - kANb - sAcKfsb L n o , . 'TO oPTlm ize FoRKI - Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tulcwila Permit Center by: [r Entered in Sierra on I - (1 ' 0 1 08/30/00 11/30/2000 THU 18:45 FAX F625.052.000 (8/97) RECEIVED AUG 1 5 2000 ( REGISTERED' AS PROVIDED BY LAW AS CO T �. ON 1 �...,...:QB R1�L:: .:_. spa vt15:4 ;. REGIs.g • # EX� ...: P, !mss. ex 3 � T(� ...r6 n. GRANVILLE 1 4y 4.L8.- 89 ; ' 118 JD ISTRfiBUTX -•0 2845 44TfI ' ~ Detach And Display Certificate Signature .. .. • .. • Issued by DEPARTMENT OF L AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold 0002/002 88 -0" 1 • -0" REF y f 3' -8" X10' -0" — — 8' 4" EXIT EXIT 10' 0" — — 8' 4" HS 0' 0" — — 8' 4 "- — — 10' 0" — — 8' 4" 10' -0" AISLE 1 BAY AT 99' , J AISLE REFRIDGERATOR DENOTES TUNNEL BAY DENOTES HAND STACK BAY SEE DWG. R -1010 FOR B.O.M. 2 BAYS AT 99 c/c + 3" = 16' -9" 68' 0" 10' 0" 11' -0" REF ,' -0 "A REF 15' -8" AISLE in EXIT EXIT EXISTING RACK 56' 0" FLAMMABLES ROOM II II 11 II EXIT 109 -0" GENERAL NOTES: 1.) ALL RACK VERTICAL DIMENSIONS SHOWN ARE FROM TOP OF FOOTPLATE. 2.) ONLY ELEVATION CONFIGURATIONS AND LOADING PARAMETERS SHOWN HAVE BEEN DESIGNED, REVIEWED AND APPROVED. ANY DEVIATIONS FROM THE INFORMATION PROVIDED MAY IMPAIR THE SAFETY OF THE RACK INSTALLATIONS. 3.) IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE INSTALLED RACK SYSTEM BY ASSURING PROPER OPERATIONAL, HOUSEKEEPING AND MAINTENANCE PROCEDURES INCLUDING. BUT NOT LIMITED TO, THE FOLLOWING: A. PROHIBIT ANY OVERLOADING OF ANY PALLET POSITION AND OF THE OVERALL RACK SYSTEM B. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS ' C. REQUIRE ALL PALLETS TO BE MAINTAINED ,111,1 GOOD, SAFE OPERATING CONDITIONS D. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN A PROPERLY STACKED AND STABLE POSITION E. REQUIRE THAT ALL GOODS STORED'. ON EACH PALLET BE PROPERLY STACKED. AND STABLE. F. PROHIBIT DOUBLE- STACKING. OF ANY. PALLET POSITION, INCLUDING THE TOP —MOST POSITION, UNLESS THE RACK SYSTEM 15 SPECIFICALLY DESIGNED FOR SUCH LOADING AND SO. NOTED ON DRAWINGS. r k si4est ip c..7ors and ornicolces and approval of plans CIO" net authodze :he violation of any adopted c t. or ordinance. ce of con- tractor's copy of approved plans acknotivledged. Date Permit o REVISIONS' = s ft; 10LIT SELECTIVE RACK LOADS: MAXIMUM PALLET 2500 LBS. AVERAGE PALLET = 2000 LBS. OCCUPANCY = 80 % PALLET DESIGN LOAD = 1600 LBS. HAND STACK WIRE DECK SHELF LOAD = 1000 LBS. 2 NO. 01 -11 -01 11 -13 -00 DATE RELOCATED BACK TO BACK BAY & HAND STACK BAY; UPDATED BUILDING DETAI INITIAL RELEASE REVISION P21 1 l' IIII IY ` i� 2. MATERIAL HANDLING SYSTEMS � JP (/DJH 2845 44TH ST SW GRANDVILLE, MI 49418 -2569 DRWN I CHKD TELEPHONE (616)531 -2250 FAX (616)531 -5888 RACK SYSTEM LAYOUT VWR SCIENTIFIC 355 Treck Drive, Tukwilla; WA 98188 SCALE' 1/8"=V-0" JOB NO: 00 -0280 This drawing a 'rd the dormal an contained herein Ih lidenhnl properly of Distribution nina. I shall not be copied or used by any poly p les WOW the pia written approval DreAutian Planning. Inc 0 2000 Distribution Planning Inc. DRAWN BY: JP CHECKED BY: DJH APPROVED BY: DJH DATE: 1 1 -3 -00 DWG N0: R -1000 0, of Tu1oW1LA 5 2 n 1 PERMIT CENTER 8" 6i" RIGID ROW SPACER STYLE 501 ANCHOR DETAIL STANDARD WELDS FOR ROLL FORMED BEAMS 01/2" X 4 -1/2" T 3 -1/2" MIN. EMBEDMENT (2) EXPANSION ANCHORS REVD PER FOOTPLATE 6( " g.. FOOTPLATE DETAIL TYPICAL SINGLE ROW FRAME LEG SHIM AS REVD ROW SPACERS AT DIFFERENT ELEVATIONS TO BE CONNECTED TO ALTERNATE SIDES OF POST. (4) 3/8 "- 16x5/8" FLANGED BOLTS & LOCKNUTS TYP. (SHIPPED LOOSE) "D" WELD ANCHOR DETAIL 01/2" X 4-1/2" T 3 -1/2" MIN. .EMBEDMENT (2) EXPANSION ANCHORS REVD PER FOOTPLATE OUTER FOOTPLATE DETAIL OUTER BACK TO BACK FRAME LEG SHIM AS REVD U SLOTTED BEAM A I / FRAME FRAME' TYP TOP VIEW L4 `SLATTED BEAM ( N ANCHOR DETAIL ES A ® A „ „ 01/2" X 4 -1/2 " 3 - 1/2" MIN.. EMBEDMENT (2) EXPANSION ANCHORS REQ'D PER FOOTPLATE INNER FOOTPLATE DETAIL INNER BACK TO ',BACK FRAME LEG SHIM AS REQ'D SLOTTED BEAM CROSSBAR LOCATION DETAIL 11 -13 -00 DATE TOP VIEW INITIAL RELEASE REVISION SLOTTED BEAM LOCATE AS SHOWN ABOVE 1 5/8" STEP I.A0428 SECTION A —A FRONT VIEW SNAP IN CROSSBAR INSTALLATION D2DO°'33 MATERIAL SYSTEMS 2845 441H ST SW GRA NDVILLE;.. MI 49418 -2569 TELEHIONE: (616)531 -2250 Fax: (616)531 -5888 www.duisystems.com ..upon pbrevrg Ix Yc and.1 ml he coped ar ta. y pody pa. 1M1ON IM Pda! mLm apgewl ® 2000 Distribution Planning; Inc. DRAWN 8Y: CHECKED BY: APPROVED BY: AP SCALE: N/A DATE: 11-06-00 1 PERMIT CENTER CONNECTION DETAILS VWR - Scientific Products 355 Treck Drive, Tukwilla, WA 98188 JOB NO: 00 -0280 DWG NO: R -1001 L 1 o 7 2° 7 a" " 2' 2 8" 6i" RIGID ROW SPACER STYLE 501 ANCHOR DETAIL STANDARD WELDS FOR ROLL FORMED BEAMS 01/2" X 4 -1/2" T 3 -1/2" MIN. EMBEDMENT (2) EXPANSION ANCHORS REVD PER FOOTPLATE 6( " g.. FOOTPLATE DETAIL TYPICAL SINGLE ROW FRAME LEG SHIM AS REVD ROW SPACERS AT DIFFERENT ELEVATIONS TO BE CONNECTED TO ALTERNATE SIDES OF POST. (4) 3/8 "- 16x5/8" FLANGED BOLTS & LOCKNUTS TYP. (SHIPPED LOOSE) "D" WELD ANCHOR DETAIL 01/2" X 4-1/2" T 3 -1/2" MIN. .EMBEDMENT (2) EXPANSION ANCHORS REVD PER FOOTPLATE OUTER FOOTPLATE DETAIL OUTER BACK TO BACK FRAME LEG SHIM AS REVD U SLOTTED BEAM A I / FRAME FRAME' TYP TOP VIEW L4 `SLATTED BEAM ( N ANCHOR DETAIL ES A ® A „ „ 01/2" X 4 -1/2 " 3 - 1/2" MIN.. EMBEDMENT (2) EXPANSION ANCHORS REQ'D PER FOOTPLATE INNER FOOTPLATE DETAIL INNER BACK TO ',BACK FRAME LEG SHIM AS REQ'D SLOTTED BEAM CROSSBAR LOCATION DETAIL 11 -13 -00 DATE TOP VIEW INITIAL RELEASE REVISION SLOTTED BEAM LOCATE AS SHOWN ABOVE 1 5/8" STEP I.A0428 SECTION A —A FRONT VIEW SNAP IN CROSSBAR INSTALLATION D2DO°'33 MATERIAL SYSTEMS 2845 441H ST SW GRA NDVILLE;.. MI 49418 -2569 TELEHIONE: (616)531 -2250 Fax: (616)531 -5888 www.duisystems.com ..upon pbrevrg Ix Yc and.1 ml he coped ar ta. y pody pa. 1M1ON IM Pda! mLm apgewl ® 2000 Distribution Planning; Inc. DRAWN 8Y: CHECKED BY: APPROVED BY: AP SCALE: N/A DATE: 11-06-00 1 PERMIT CENTER CONNECTION DETAILS VWR - Scientific Products 355 Treck Drive, Tukwilla, WA 98188 JOB NO: 00 -0280 DWG NO: R -1001 ITEM DRAWING N0. DESCRIPTION 1 101 102 103 104 105 106 107 108 109 110 111 075 FRAME ASSEMBLY 075 FRAME ASSEMBLY 485 BEAM 485 BEAM 496 BEAM RIGID ROW SPACER SNAP —IN CROSSBAR 7 -3/4x5 SHIM PLATE 8x8 SHIM PLATE 1/2 x 4 -1/2 CONCRETE ANCHOR WIRE DECKS 496 BEAM CATALOG NO 0TY 10 88 472 16 44 1A501501200R000000 132 978 1E0751121644GMAGA72 IE075U21644GJAAA72 18485H096000CC4000 IB485H09600RED4150 IB496H11400RCC4000 IA042B04400R000000 IHASB10222DP000000 IHASB10319DP000000 IHAAH10613DP000000 WMD44X460000000000 IB496H11400RED4150 184 20 460 48 2 12 " 44 A C R -1000 PALLET RACK SINGLE ROW TYP. FOR END OF AISLE PALLET RACK ONLY 216 TYP 204 TYP TYP 136 TYP TYP TYP BOTTOM LEVEL ONLY (TYPICAL UNLESS NOTED OTHERWISE) 216 TYP 204 TYP 136 TYP 68 TYP 99" c/c TYP PALLET RACK SINGLE ROW FRONT VIEW TYPICAL BAY R -1000 TYP 117" c/c PALLET RACK SINGLE ROW FRONT VIEW DOUBLE BAY 216 TYP ICI h 204 TYP 136 TYP 110 68 TYP — 102 7YP 107 `ro9 _ AS — 44—►�1 Z - -44- -1 R -1000 PALLET RACK BACK TO BACK TYP TUNNEL 9' -6" W X 10' -10 "H R -1000 216 TYP 204 TYP 136 TYP 68 PALLET RACK BACK TO BACK FRONT VIEW TYPICAL BAY PALLET RACK BACK TO BACK FRONT VIEW TUNNEL BAY NOTE: ELEVATIONS ARE NOMINAL AND MAY VARY ±1/2" 0 '- 216 TYP 204 TYP IC I I ® I 0 1: !i l_ • Oil 111 III ii ii!= Ias:ho 136 TYP 102 TYP 68 TYP 34 TYP I•- 4412 -44—� ( R -1000 HAND STACK BACK TO BACK TYP n RECEIVED NO. 1.1 - 13 - 00 DATE INITIAL RELEASE REVISION RWN OHKD MATERIAL HANDLING SYSTEMS 2845 44TR ST SW GRANDVRLE, MI 49418 -2569 TELEPHONE (616)531 -2250 F. (616)531 -5888 ibis drawing and the nlormal on c 1 d h in are the lusive cool dental properly of Distribution Planning, Inc. and shall not be copied or used by any Party or panes without the prior written approval I Distribution Planning, Inc ©2000 Distribution Planning, Inc. DRAWN BY: JP CHECKED BY:, pX APPROVED BY: S2i, RACK SYSTEM ELEVATION VWR SC ENTIFIC 355 Treck Drive, Tukwilla, WA 98188 SCALE: 1/4''=1' -0 " DATE: 1 1 -6 -00 JOB NO: 00 -0280 DWG NO: R -1010 % -- O <TYP. 1 3/4" / I � ilk � Iif! � III � IId II( I�� ' '(1` \ i I I II I I 1 ,' I I i I i i i ' hi,� 1 \ , / / , / I ® 3 11. O ■II0 \ r •' '\ V B 5/16" 0 SAFEY PN � 9 1/2. 41/32" o� " \I /8" 1 1/4" / ° 111��� � t ". 14; si t/ 2.. / 7116 O O SD !:__1 O 1 :..I4 :..I4 1 u ' ® ® O /8 TYP. 2.. �I � � TYP . 11/4 "I J 2" II J � � 5/1 6" 0 SAFETY PIN 3" APPROX. 1/8" r 1 1/4" 4 ll IJ - - 1 5./8 " [7GA 1 'i USE AT SINGLE ROW RACK LOCATIONS FIRST BEVEL ONLY 7"-C. 6B H.D. CONNECTOR V -A TYPICAL BRACING TO COLUMN CONNECTION 5A BEAM j GENERAL CONFIGURATION V -B TYPICAL BEAM TO COLUMN CONNECTION TYP. TYP FOR STORAGE RACK ELEVATIONS SEE DRAWING 0-0011 NOTES 1B" r 4,. 1" 1 3/4" 0 1/8" r 4 1 1 3/4 1 997 ORAGE UBC. RACK DESIGNED PER CHAPTER 22, DIVISION X OF THE 2. STORAGE CAPACITY: TYPE S/R = 3,300# PER LEVEL TYPE D/R = TYPE TUNNEL 4 ,500# PER LEVEL TYPE HANDSTACK = LEVELS 1,2 & 3 - 1,000# PER LEVEL LEVELS 4 & 5 - 4,500# PER LEVEL 3. ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55 � 4. ALL BOLTS A307 (UNLESS NOTED 5. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL ICBO #4627. 6. CONCRETE 5" THICK x 2000 PSI 7. SOIL BEARING PRESSURE 1000 PSF 8. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION 2 ....„ 3 �� v`� is (J����� © , , r ,\ , ,,- ';�, 6 . -- 4 1 5/8" I . ' .� — ! 6" 1 5/8" L .I I II 4 4" ` • Aye 4 1/32" , I 1 14 GA I II I I I ' - - - - - __ 3/4" I � 14 GA 18�I I 1 1 - -- 0 ; 1 , d- O L ,� u ) TYP. 1 /8` V2 3/8" : ; r� u 0 u ` U .. ■ AT TYPE TYP. 1/8 " /2 3/8" 1 5/8 "s USE AT 5/16" 0 SAFETY PIN , 7 GA '/ i f 1 5/8" f USE 5/16" 0 SAFETY PIN 7 G ALL LEVELS UNLESS OTHERWISE 3" NOTED ' TUNNEL RACK LOCATIONS 3" 6A STD. CONNECTOR 6A STD. CONNECTOR 5A BEAM 5B BEAM STORAGE RACK ELEVATIONS TYP. TYP. T'r P. BOTTOM) 1/ CORNERS 8" < 4 3/8 1/ 8" V 3 + I 14 GA 1 ' ' I 1 1 / /2" + 9/1 0 8 .. 1 /8" 2 3/4" © 3 3 .. I 13 GA I I 3 .. O -- _� 9/16" 0 21/2" 5 ,. 1 1/2" \ 1 5/8" -� _ j 13 GA I mo — —J 0 r 4 HORIZONTAL & DIAGONAL BRACING / _ �. SEIZMIC MATERIAL HANDLING . 13 GA 31/2'' F' i ... �, = : ,:A • i i f' , 4 i / f ' i S EIZMIC ENGINEERING 161 Atlantic Street EST. Pomona, CA 91768 EST 1985 Tel. (909) 869 -0989 • Fax (909) 869-0981 3/8" THK. 1 1/2'— TYP. + 3 ,. TYP. WRAP" 3/8 "THK. 1" TYP. I 7/8" TYP. 1/8' 2" CORNER 118" 1 -12' HOR. MIN. EMBDMNT � 1 ' \ 1 1 ��� I TYP. 1" YP. -;_ 1/2" 2 _ i� ,� 1 ��' + e r / C ONTRACTORS LICENSE DRAWN 8Y: A.S. A 'S ATE: 11/06/00 USE 7 3/4" AT ALL BACK TO BACK RACK LOCATIONS LAST REV. BY: DATE: 2 REQ'D FOR TYPE 8" x 8" BASEPLATE REQ'D FOR TYPE 7 3/4" x 5" BASEPLATE ., , :, 4-12 -2002 NO. 665374 SCALE, NONE APPRV'D BY 8.. USE AT TYPE SINGLE ROW LOCATIONS DESCRiPTior ELECTIVE RACK DETAILS (INTERLAKE TYPE) 2A BASE PLATE 2B BASE PLATE ADDRESS TU A ,wA DRAWING NUMBER 00 -2186A COLUMN W/ BACKER 1 COLUMN ANCHOR