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HomeMy WebLinkAboutPermit D96-0100 - DUPONT MSA - STORAGE RACKSCity of Tukwila (206) 431-3670 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: 102304 -9076 Address: 11521 EAST MARGINAL WY S Suite No: Location: Category: ACOM Type: DEVPERM Zoning: M -2 Const Type: Gas /Elec.: Units: 001 Setbacks: Water: SEATTLE Wetlands: Contractor Licence No: Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: VAL VUE Slopes: Streams: D96 -0100 ISSUED 12/31/1996 06/29/1997 WAREHOUSE 1994 SPRINKLERS .0 OCCUPANT DUPONT MSA 11521 EAST MARGINAL WY S, TUKWILA, WA OWNER ALPHA 4 LIMITED LIABILITY C 3225 S 116TH ST SUITE 177, SEATTLE WA CONTACT GREG MADSEN Phone: 206 241 -0224 11521 EAST MARGINAL WY S, TUKWILA, WA 98188 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL METAL CARPET RACKS 13' HIGH. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: 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: $ 54.00 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: PAC `_ Date: P.-- 31 --9,C I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisi• of any other state or local laws regulating construction or the performanc-..of ork. I am authorized to sign for and obtain this development perms Signature: Print Name: Date: 2‘,2_13j, .g 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. EXPIRED City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director November 9, 1999 Greg Madsen 11521 East Marginal Way S Tukwila, WA 98188 RE: Permit Status D96 -0100 11521 East Marginal Way S Dear Mr. Madsen: In reviewing our current permit files, it appears that your permit for the installation of 13' high metal carpet racks issued on December 31, 1996 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Brenda Holt Permit Coordinator Xc: Permit File No. D96 -0100 Duane Griffin, Building Official 6300 Southcenter Boulevar4 Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 CITY OF TUKWILA Address: 11521 EAST MARGINAL WY S Suite: Tenant: Type: DEVPERM Parcel #: 102304 -9076 *' k• k*'k k****• k*• k*****• k* kkk* k***• k**• k***k' k* k*• k* kk*• kk* kkk• k' k•k*•kk *k.k•kkk *k•k*1.* **kk'kk Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and theTukw•i.1aBuilding Division. 2 All permits, inspection vecords, and approved plans shall be available at the Job s =i to prior to the-start of any con- struction. These:;dociiments are to be maintained and avail- able until final` inspection approval is granted. 3 All construction to be done in conformance with approved plans and ,requirements of the Uniform Buiiding, Code (1994 Edition),:;as amended, Uniform Mechanical. Code (1994 Edition), and WashAngton State Energy Code (1994 Edition)., Storage ;rack base plate anchorage shall be in. accordance wit • h structural calculations'‘by Codispoti Company: S. Val iditr of Permit. ,The issuance of a permit or approval of. plans., ° speci.f icatfons;,, and computations shall not be con,-, strued to he a permit .for, or an approval of, any violation, of rant/ Of the provisions of the building code or of any.:.. other ordinance of: the jurisdiction. No permit presuming ,t gibe; authority to violate or cancel the provisions of this code> shal 1 be; peal id. Permit No: Status: Applied: Issued: D96 -0100 ISSUED 12/11/1996 12/31/1996 CITY OF 17JKWILA Permit Cents► 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 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 through the mall or facsimile. Project Name/'Tenant: ,..., v .Af S4 . Existing use: CI Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School/College /University ❑ Other of Construction: Faso Site Address: City State/Zip: // 5-'..2) E / 4 :.1A10.? go loo Tax Parcel Number: /assay -9074 Property Owner: (e.w% 1w t.✓eg • qr tire SAmsi. Ag8e7T Phone: Street Address: G'/ /4+ a oy _ s,i- S w City State/Zip: L y .....1 gJI2A Fax #: Contact Person: &reds MAo.l., Phone: ay/ - OA.? 9 Street Address: City State/Zip: /1 62 I E !✓l a ; .^.1 lap '7 &s...;/‘ l.Ja - me Fax #: —.?L 9 4 Contractor: b •74/1 -Phanec nil 6E '7g6 -9sy.2._ Street Address: City State/Zip: Fax #: Architect: Phone: Street Address: City State/Zip: Fax #: . Engineer: Phone: Street Address: City State /Zip: Fax #: Description of work to be done: ...,.— .-°-2 j .. AGOG.' 11 r Pi ill e ,) rcr -i ,f << -� 12 nh Existing use: CI 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 St. no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? j5ryes ❑ no Existing fire protection features: ,® sprinklers automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: / 3,p C7 O existing Area of Construction: (sq. ft.) / Q 0 0 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 & Materi Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:'.. (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exerppt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zone ❑ Hauling 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public in Water Main Extension 0 Private Co Public 0 Deduct 0 Water Only Est. quantity: 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: CRO CTPERMIT.DOC 7/9/96 Date application expires: --Cr) Application ty: (initials) ALL COMMERCIAL/MULTI-FAILAY TENANT IMPROVEMENT /ALT MUS i E SUBMITTED WITH THE FOLLLj ING: TION PERMIT APPLICATIONS ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ 11 ,4. Repo; *in- Residential Sewer Use Certification if there is sk changeln the atrpount of plumbing fixtures prm H -13). Business Declaration required (Form H -10). - • dve seas of working drawings, which 'include : '1,10 : {r • ;it . t •.• , • 3 ❑ ❑ Site Plan (including existing fire hydrant location(s) "t 1. North arrow and scale 2. Property lines, dimensions, setb�Icks, narribs of adjacent 'roads, any proposed or existing easements 3. Var(<ing.Analysis of existing and proposed capacity; proposed stall, Wijh•�li�ensions�� 4. Location of driveways, parking, loading & service areas 5. Reeyc p collection Location agid,�areA.cIaatans •(c r ger of use,ordy) i ; .. } 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show Iodation 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 §ystem design criteria as identified by the Fire Department. ', ❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. •• •- H •1 ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 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 Certificate of Contractor ". 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. BUILD G • EiTOR AUTHORIZ • . NN : Signatle lrjgre ffj/ Date: 2 70 �i / • ;� ��D77 _ Phone: TT i_ z /9/ Fax #: 777r„Z7 6 Pr' na e: • / cs YV Addr• ss / l /1 c, S City /State /Zip Lys / wei AA CTPERMIT•DOC 7/9/96 P.e.rw'pt Qy4in*r CoPj PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0100 DATE 12/11/96 PROJECT NAME DUPONT NSA DEPARTMENT: PPr. 'DMA P G Oa DIVISION ON El DIVISION FIRE PREVENTION Oa/1% PUBLIC WORKS STRU 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE f NOT COMPLETE p COMMENTS DUE DATE 12/12/96 NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE p NO FURTHER REVIEW REQUIRED ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 3 APPROVALS OR CORRECTIONS: (ten days) DUEDATE 12/26/96 APPROVED p APPROVED W/ CONDITIONS l ! NOT APPROVED (attach comments) p REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED Ft APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE (Certification of occupancy required. PLA�E�OUTIN t SLIP IVITY NUMBER: D96 -o100 DATE: 10 -12 -98 jECT'.:NAME :.:nopoRr FrooAU�c �. riginal Plan Submittal : Response to, Incomplete:Letter Response to Correction Letter # - Revision # 4 :After. Permit Is. Issued • DEPARTMENTS: Building Division (gl, Public Works, ❑ Fire Prevention Structural Planning Division ❑ Y Permit Coordinator�'R DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: DUE DATE: 10 -13 -98 Not Applicable ❑ TUES/THURS ROUTING: Please Route n No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 -10 -98 Approved ❑ Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR•ROUTE.000 6/9$ 21 11 '7f fC4 cfa' Yoh:. iAiS.tF+111t711$ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D96 -0100 DATE: 10 -12 -98 PROJECT .NAME: ; DUPONT FLOORING • C)riginal Plan Submittal Response to_Incomplete Letter Response' to Correction: Letter # Revision #` 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 10 -13 -98 Complete U Incomplete ❑ Comments: Not Applicable ❑ TUES/THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: 105/6/6 APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 -10 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR.ROUTE.DOC 6/98 e'14V11 a"i4'�r'.h! _ ^z.4an7p:0-:gz v.ir...".A".'.RF:Lcco.C' 1i4Y'.$viQ.RSI Y... c PLAN REVIEW /ROUTING SLIP ACTIVITY: NUMBER: D96 -0100 DATE: 10 -12 -98 PROJECT NAME:. DUPONT FLOORING Original Plan Submittal ; Response to Incomplete Letter Response:to Correction :Letter #_ Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural • Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 10 -13 -98 Complete ❑ Incomplete ❑ Not Applicable Er Comments: TUES/THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 -10 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR•ROUTE.000 6/90 1 1 r. :bdmaWP.uo-sNT�MWSatx- .r�rxwn. -. +•c+rc.+mn•rn�t+;x 4?1A, t+ ^.abcvrwa ?�r r�rnk..,a�mR«r..w.r PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0100 PROJECT NAME DUPONT NSA DATE 12/11/96 DEPARTMENT: BUILDING DIVISION I FIRE PREVENTION 0 PLANNING DIVISION 0 PUBLIC WORKS STRUCTURAL p PERMIT COORDINATOR p 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS NOT COMPLETE p DUE DATE 12/12/96 NOT APPLICABLE p TUES /THURS ROUTING: PLEASE ROUTE p NO FURTHER REVIEW REQUIRED Er ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 12. ^23--9' APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12/26/96 APPROVED n APPROVED W/ CONDITIONS ' NOT APPROVED (attach comments) 0 DATE IS - -23 -�-c� \ , REVIEWERS INITIAL CORRECTION DETERMINATION: DUE DATE APPROVED I I APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q REVIEWERS INITIAL C:ROUTE -F DATE (Cerdficadon of occupancy required. ) 1 1 ; nti,, X_ .`• 7.- nol;.'Ye!.wt—Et.rtyr.n"S, Int igsrm.S.prwT erom - PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0100 PROJECT NAME DUPONT NSA DATE 12/11/96 DEPARTMENT: BUILDING DIVISION !_1 FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS STRUCTURAL ❑ PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE gl NOT COMPLETE El COMMENTS DUEDATE 12/12/96 NOT APPLICABLE TUES /TIIURS ROUTING: PLEASE ROUTE g, NO FURTHER REVIEW REQUIRED U ROUTED BY STAFF U (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL At 4- DATE t APPROVALS OR CORRECTIONS: (ten days) DUEDATE 12/26/96 APPROVED I 1 APPROVED W/ CONDITIONS. NOT APPROVED (attach comments) 0 REVIEWERS INITIAL r) 57 • DATE 12-1 ( (°KO CORRECTION DETERNIINATION: DUE DATE APPROVED I J APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE (Cectificatioa of occupancy required. 1 1 ;t£+�_'i:` -'S: PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME D96 -0100 DUPONT NSA DATE 12/11/96 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION D PLANNING DIVISION r PUBLIC WORKS STRUCTURAL D PERMIT COORDINATOR D DETERMINATION OF COMPLETENESS: (T,Th) COMPLETED NOT COMPLETE D DUEDATE 12/12/96 NOT APPLICABLE Ei COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED Er ROUTED BY STAFF D (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL )0'�l &j. DATE • • APPROVALS OR CORRECTIONS: (ten days) DUEDATE 12/26/96 ' APPROVED D APPROVED W/ CONDITIONS D. NOT APPROVED (attach comments) D REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED 1-1 APPROVED W/ CONDITIONS D NOT APPROVED (attach comments) D REVIEWERS INITIAL C:ROUTE -F DATE (Certificca ion of occupancy required. ) 4 tH�.. w. e`. ITFTw" k?'. l' Y3Kf�.' YGt^ itYY?. r2F' n+f:;t'A.C[."*- ._.'Yt61.:tgt7.t 1:? L7JY!✓,• ?L!yr- y.S4•" —ir;"( .C.1: `.10.. .- PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS II D96 -0100 DUPONT MSA DATE 12/11/96 FIRE PREVENTION PLANNING DIVISION 0 STRUCTURAL El PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS NOT COMPLETE DUE DATE 12/12/96 NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 DATE I q rq L APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12/26/96 APPROVED APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE 1 CORRECTION DETERMINATION: DUE DATE APPROVED • El APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE (Certification of occupancy required. ) ********************************* * * * ** * ** * * * * * * * * * * * * * * * * *k* * ** CITY OF TUI WILA. WA TRANSMIT * * * * * * * *•►r * * * * *4 * * * * ** aUXIC1******A***************ik*** TRANSMIT Number: R9600520 Amount: 54.00 12/11/96 16 :49 Payment Method: CASH Notation: DUPONT MSA Init: SLB Permit No: 096 -0100 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 102304-9076 Site Address: 11521 EAST MARGINAL WY S Total Fees: 54.00. This Payment 54.00 Total ALL Puts: 54.00 Balance: .00 * * * * * * * * * * * * * * * * * *, ** 1.*******•****•** *•* * * * * * * * *i* * *•x * * * * * ** * * * * * ** Account Code Description 000/322.100 BUILDING - NONRES 000/345.830' PLAN CHECK 7. NONRES 000/386.904 STATE BUILDING SURCHARGE Amount 30.00 19.50 4.50 1x:94 12/13 9617 . TOTAL 54.00 INSPECTION REC(" D Retain a copy with A.....mit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: AA SA— y Type of inspectio►Tn (•:—/—>7/ Address: / > — (A, / Date called: Special instructions: (. Date wanted: C . Requester: Phone No.: Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: 7 T- ee„fA.,, l9 L ei! koi ,e( P f� 3 6a "1' c4c-C d ' f7 -1-77 o �- (22e 4 Inspector. Date: $42. R NSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECCC Retain a copy with permit • 096- 0100 PERMIT INSPECT N O. CITY OF/TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NO (206) 431-3670 Projectptivom.- AAGA TeN irAectionomAt.... Dat;c111712„, .. 9/ Afilcixe2) /1-,:fier.. ARAptowi_ wy 5 Special iristructions: NA/ el 12-F— e 3%v0ilpA • -..., , Date wanted_ti 9.7 Ign....; Requester6gth ivtA%-bseN.3 Phone No.:_2LA _ 022.9 Approved per applicable codes. ACorrections required prior to approval. :9MMENTS: _ ----■ 15,6er L.4.14c-i-k4s ciltz D.,,,,A-.., (247%.„,,,a.fs Apo 6-14■Jai... spi:,,...m.,6,--0......... / e-1— (AAP L.:i -,1 ii.- Q1:411---:.,Z1-11FLr) ae-- 66 S. IN . IAA thl % re. % N tr. Xr ""elckl 6:r3 9 ciF (1-P, Clt..—' S Ap.rp GNic.- 1.4s(e./ . , . ..-,.. 1 t.' . . ... Inspector: Date: f4_117 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a) 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r. City of Tftkwila Fire Department John W. Rants, Mayor TDXWILA FIR, DIPARTMINT FINAL APPROVAL PORN Thomas P. Keefe, Are Chief Permit No. Ib 01 00 Project Name i...JU 0l M _c A Address-4j 52. 1 FAQ aco 11 -+a,L Sc � Retain current inspection schedule Needs shift inspection Suite # no Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: —1t ?l 1 5l0 Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S -4404 • Fax (206) .57.5-4439 CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: /0/—.2/91Y PLAN CHECK/PERMIT NUMBER: t7(o "'MOO PROJECT NAME: PROJECT ADDRESS: //$ /%/EV //�',9 L _ �� /d 0 CONTACT PERSON: /C11;,' � rc� PHONE: ` 29S 1 O REVISION SUMMARY: e,e6c r s " // /eee /�,D 2 I ? UT /A37- /---7;,0,966-60 0,0 f ,c2.(<"'V'DU /---ot /7 fig 0/00 ■ ace , C R9c/e- SHEET NUMBER(S) "Cloud" or highlight all areas of rev ions and date revi ions. i 9e% ';9 SUBMITTED TO: Bldg:: Planning CITY USE ONLY Flre:: CITY EFEIVED TUKWII A OCT 1 7 19g8 PERMIT CENTER' i4 ✓° Public.:Works REVISION N 3/19/96 City of Tukwila John W. Rants, Mayor Fire Department Fire Department Review Control #D96 -0100 (510) Thomas P. Keefe, Fire Chief December 16, 1996 Re: Dupont PISA - 11521 East Marginal Way South, Suite 4100 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1,1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4-4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) if the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be cpenable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila John W. Rants, Mayor Fire Department Page number 3 Thomas P. Keefe, Fire Chief the Building Code requirements for accessibility. (UFC 1204.1) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) 3. 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. Sprinkler protection, shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-4.1.3.2.1) Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) 4. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phones (206) 575-4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fin' Chief Page number 4 detectors. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4..4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) 7. Foam rubber- backed carpet and foam padding shall he stored in separate areas away from other carpeting. Foam rubber - backed carpet and foarrr padding shall not be stored higher than 6 feet. Storage higher than 6 feet w i l l require the installation of "in-rack" sprinklers. Foam rubber- backed carpet and foam padding when intermixed with regular carpet shall be treated the same as "all foam ". (UFC 8103) (NFPA 231) 8. The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (UFC 8101) (NFPA 231) 9. To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 -4439 Page number John W. Rants, Mayor Thomas P. Keefe, Fire Chief stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) 10. 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) 11. 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) s i dewa l i sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 2310, 3 -2.3) 12. A permit is required to use any building or portion thereof exceeding 500 square feet for high -piled combustible storage. (UFC 105.8 -h.3, article 61) A permit application is enclosed for your convenience. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Fire Department Page number Yours truly, The Tukwila Fire Prevention Bureau cc• TFD file ncd Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington, 98188 . Phone:. (206) 5754404 • Fax (206) 5754439 CODISPOTI COMPANY. C O N S U L T I N G STRUCTURAL CALCULATIONS for DUPONT / MSAI FLOORING SYSTEMS 11521 East Marginal Way South, Suite 100 Seattle, Washington 98168 Pallet Rack Anchorage (for seismic loading only) Prepared for: DuPont/MSAI CCC JOB NUMBER 96 -071 December 4, 1996 INDEX DESCRIPTION SHEET Rack Design Criteria 1 Rack Configurations: Dimension & Loading Criteria 2 Rack Overturning Calculations 3 -.6 Anchor Bolt Design 7 - 8 Base Plate Review 9 These calculations have been prepared to conform with the design requirements of the 1994 Uniform Building Code (Chapter 22, Division VI) for seismic anchorage only.. No other aspect of this design has been reviewed by this office and no opinion is implied or expressed regarding the fitness of the rack design beyond the scope of these calculations. RECEIVED • CITY OF TUKWILA DEC 1 11996 PERMIT CENTER . . P.O. BOX 2455. • KIRKLAND, WASHINGTON ,98083 -2455 • PHONE /FAX: (206)488 -6006 ywra.h+r9iwwyUN.A5JK4.;T4 VsR +On.: CODISPOTI COMPLJIY CONSULTING Post Office Box 2455 Kirkland, NA 68083 -2455 SHEET NO. 9 Phone: (206) 488 -6006 BY MAC DATE /214 /96 JDB 20PoNOVI A � M cis JOB No. . 96 -07/ CHECKED DATE RACK SHELF ANCHORAGE_ SCOPE: Design seismic overturning (uplift) and shear anchorage requirements for worst case loading for one four shelf pallet rack configuration with two different shelf load requirements. Review size of the installed base plates. Refer to the fallowing sheet for the rack dimensions and user defined design loading requirements. CODES: 1994 Uniform Building Code including Chapter 22, Division VI Sections 2231 - 2238, "Design Standard for Steel Storage Racks." LOADS: Vertical Loading: Maximum shelf loads as shown on the sketches on the following sheets per the end. user (Wayne Purser, DuPont/MSAI). Maximum Toad to be posted per 1994 UBC 2231.5. Assume a rack self weight of fifty pounds (50 #) at each shelf level. Horizontal Loading: (Per UBC 2237.5.2) Seismic loading: Zone 3; Z =0.3; 1=1.0; C=2.75; Rw =6 V = (ZIC /Rw) W = [(0.30)(1.0)(2.75) /6] W = (0.138) W where W is the user defined design load plus rack self weight. DESIGN PROCEDURE AND ASSUMPTIONS: : Transverse direction loading governs by inspection. Redistribute seismic Toad vertically per UBC 22.37.5.2. Design for a (1.5) factor of safety for overturning: Total Design Resisting Moment = (1.5) O.T.M. To calculate overturning moments, shelf weights are assumed to act at (1.15) times the height of shelf's center of gravity. • Loading Cases: Check overturning for condition with all shelves fully loaded. Incrementally remove live Toad at lowest loaded shelf to determine maximum combination of design uplift and shear forces. CODISPOTI COMPANY CONSULTING Post Office Box 2455 Kirkland, WA G18083 -2455 Phone: (206) 488 -6006 BY 44h6 DATE /2W4 -/96 CHECKED DATE JOB JOB NO /oNr /A/15AZ /2A-0-5 96-07/ SHEET NO 2 of 9 ) PA eon /G vac- j4-r /t5 A/ - i,D o -o ij i y 5 . d 5 /2' ido t...z. eft-e"' /3 0 0 # Al Ai/leak.. (3) MA.7/sHeLtr- —1• \o a CT- /S6/' " /3'-c ' 9 -6 (/v4/4) (9/' /zee_ ) .. -- /99 oo Lew L.- DES /6N R : (3 ) (1; o0 / = MO # P 1,Eve-1_ • (ex �A<r pT r /'/ eA(4-i RA- cK 3100# t -- S of s� F = 200 /SN 0:! L d A- 0/N peS/ N (-DK t 'Zoo Of /ec-i= D - Q PA-6e-t Pelf6tv I0K : (2.)(/3004") / 2.. t So /3So Sff- @ CODISPOTI COMP/ NY CONSULTING Post OFf Ic.e ‘ oox 2455 Kirkland, INA 18083 -2455 Phone: (206) 488 -6006 .as puldNT /44 5ti t /2.4 ce5 /6-07/ JOS `. SHEET P. 3 OF BY MAC DATE / � t /f6 CHECKED DATE .1 RACK OVERTURNING CALCULATIONS fOIt 1.DA7) //v(7 @ LOAD CASE 01 Total Hass Shear -91104 / Rase Dimension (ft) -3.67 LEVEL LEVEL LOAD, (Wx - 0) LEVEL HEIGHT (Hx - Ft) Wx Hx (Ft•N) Fx . (0) O.T.M. (Ft-0) 4 2000.0 13.0 26,000 441.6 6,602 3 2000.0 ,.. 9.75 19,500 331.2 3,714 2 • 2000.0 6.50 13,000 220.8 1,650 1 2000.0 3.25 6,500 110.4 413 3.25 • 65,000 1104.0 12,379 Required resisting moment - 18568 Ft -/ Actual resisting moment - 14667 Ft-0 Resisting moment required frbm anchorage - 3901 Ft -/ • Uplift force, each leg - 532.0 1 Shear force, each leg - 276.0 / LOAD CASE 02 T Total Rase Shaer - 835 / Dane Dimension (ft) - 3.67 MA-X /MUM ANci - P-'C't>tA, /60v5P.4/A/6 ANGttaR pGS/6 I 1.-4W GoM4/NA7t6/y t3 ®Cogorny t . • Required resisting moment - 15053 rt -/ • Actual resisting moment - 11092 Ft-0 Resisting moment required from anchorage - 3962 Ft-0 Uplift force, each lag - 540.2 11.4iL Shear force, each leg - 208.7 i MAX ppS /,d N 7Ns/0nl LEVEL - LEVEL LOAD (Wx - 0) LEVEL HEIGHT -(1-ix-Ft) Wx Hx (Ft•#) Fx (0) O.T.M. (Ft-0) 5,532, 4 2000.0 13.0 26,000 ` 370.0 3 2000.0 9.75 19,500 277.5 3,112 • 2 2000.0 6.50 13,000 185.0 1:383 1 50.0 3.25 • 163 2.3 9 .,. 58,663 834.9 10,036 • Required resisting moment - 15053 rt -/ • Actual resisting moment - 11092 Ft-0 Resisting moment required from anchorage - 3962 Ft-0 Uplift force, each lag - 540.2 11.4iL Shear force, each leg - 208.7 i MAX ppS /,d N 7Ns/0nl CODISPOTI COMP‘L.4Y CONSULTING Post Office Box 2455 Kirkland, WA 88083 -2455 Phone: (20b) 488 -6006 .oe O P,NT /M5!►t AA cod 5 J0f3 L 16 -a7/ , SHEET NO 4 OF 9 BY MAC. DATE /2/ ri96 CHECKED DATE RACK OVERTURNING CALCULATIONS LOAD CASE 03 Total Base Shear - 566 1 Base Dimension (ft) 3.67 �oR LEVEL LEVEL LOAD • (Wx - 0) LEVEL HEIGHT (Hx - Ft) Wx Hx (Ft-0) Fx ' (0) O.T.M. ' (Ft•N) 4 2000.0 13.0 26,000 319.9 4,782 3 2000.0 9.75 19,500 239.9 2,690 2 . 50.0 6.50 325 4.0 30 1 . 50.0.. 3.25 - 163 2.0 7 45,988 565.8 7,510 Required resisting moment - 11265 Ft -1 Actual resisting moment - 7517 Ft -1 Resisting moment riquired from anchorage - 3748 Ft -1 Uplift force, each leg - 511.1 1 Shear force, each leg - 141.5 1 LOAD CASE 04 Tote]. Base Shear - 297 1 Base Dimension (ft) - 3.67 a 26,975' 296.7 4,369 .. Required resisting moment - 6553 Ft -1 Actual resisting moment - 3942 Ft -1 Resisting moment required from anchorage - 2612 Ft -1 Uplift force, each leg - 356.1.1 Shear force, each leg - 74.2 1 coN /to) ■ CODISPOTI COMPL ;Y CONSULTING Post Office Box 2455 Kirkland, WA 88083 -2455 Phone: (206) 488 -6006 •1C43 /6 -07/ SHEET NO. S OF BY MAO DATE 1' 196 CHECKED DATE 11 RACK OVERTURNING CALCULATIONS fa( 2, /NC,' LOAD CASE all Total Base Shear - 1014 1 Base Dimension (ft) - 3.67 LEVEL LEVEL LOAD ' (Wx - I) LEVEL HEIGHT 01X-FO i Wx Hz (Ft.$) - Fx (N) O.T.M. (Ft-N) 4 1350.0 13.0 17,550 314.8 4,706 3 2000.0 9.75 19,500 369.8 3,922 2 • 2000.0 6.50 13,000 233.2 - 1,743 1 2000.0 3.25 6,500 116.6 -. 436 56,550 1014.3 10,806 Required resisting moment - 16210 Ft-1 Actual resisting'•moment - 13475 rt -1 Resisting moment required from anchorage - 2735 Ft-8 Uplift force, each leg - 372.9 1 Shear force, each leg - 253.6 1 LOAD CASE *2 Total Base Shear - 745 1 Base Dimension (ft) - 3.67 �---- MA )c /MVM /) N 4W kr S/' eke- s LEVEL LEVEL LOAD (Wx - (9) - LEVEL - HEIGHT • (Hz - Ft) Wx Hx . (Ft•#) - Fx (0) O.T.M. - (Ft.l) 4 1350.0 - 13.0 17,550 260.5 3,894 3 2000.0 9.75 19,500 289.4 3,245 • 2 2000.0 6.50 13,000 192.9 1,442 1 50.0 3.25 163 2.4 9 50,213 765.2 8,590 Required resisting moment 12885 rt -1 Actual resisting moment - 9900 Ft-4 Resisting moment required from anchorage - 2985 Ft -1 Uplift force, each leg - 407.0 1 Shear force, each leg - 186.3 1 goy ANA- )( /MvM PS,16,J S /0/1/4l f C?0V P,N /N' ANOHDR ES /6N L6A-z C4M A -i,nA) , Q_ /sA DA, r rig) CODISPOTI COMP /, 'Y CONSULTING Post Office Box 2455 Kirkland, WA ci8083 -2455 Phone: (206) 488 -6006 ,1 e D dNT //ti5? s RA JOB Ng\ 16 -07/ SHEET NO. OF 9 BY MAC DATE /2/ ?" 196 CHECKED DATE to RACK OVERTURNING CALCULATIONS LOAD CASE 493 Total Dame Shear • 476 8 Base Dimension (ft) - 3.67 rot Le2"1,6n1 € ® (.aNr /o) LEVEL LEVEL LOAD (Wx - #) LEVEL HEIGHT (Hx . Ft) LEVEL HEIGI T (1x. Ft) Wx Hx (Ft -4) Fx (4F) O.T.M. (Ft -M) 4 • 1350.0 196.1 13.0 17,550 222.6 3,328 3 5.4 2000.0 ». 9.75 19,500 247.3 2,773 2 ' 50.0 3.25 6.50 - 325 4.1 31 1 207.0 50.0 3.25 163 2%1 8 37,538 . 476.1 6,139 •• Required resisting moment 9209 ft-8 Actual resisting moment - 6325 ft-8 Resisting moment required from anchorage - 2884 rt -8 Uplift force, each leg 393.3 1 Shear force, each leg - 119.0 8 • LOAD CASE 94 Total Base- Shear . 207 8 Rase Dimension (St) • 3.67 LEVEL LEVEL -LOAD WWx - 9) LEVEL HEIGHT (Hx . Ft) _ _ Wx Hx (Ft.#) _ Fx (0) O.T.M. (Ft.#) 4 1350.0 13.0 17,550 196.1 2,932 3 50.0 9.75 488 5.4 61 2 50.0 6.50 325 3.6 - 27 1 50.0 3.25 163 1.8 7 18,525 207.0 3,027 Required resisting moment 4540 rt -8 Actual resisting moment - 2750 rt.-8 Resisting moment required from anchorage - 1790 rt -8 Uplift force, each leg - 244.1 8 Shear force, each leg • 51.8 8 CODISPOTI COMPA. CONSULTING Post Office box 2455 Kirkland, WA G1E30E53-2455 Phone: (206) 48E3-6006 JOB a°1/ bAjrM 5/a fi-A-t*-5 JOB NO( f( 7/ SHEET NO • OF q BY AA-4 DATE / CHECKED DATE Akceolt- Ao(r pF-96N 6 Pe-5 l6A) 5re 12-/ T /GAL 91eAtie- 4 ?"E/o» GOP A-S&• C._ .01c.,-1 cf L.2) ok,vNc, CONI‘-f4-7 7 /vg. • ASSuMe• A/0 5fec../.1-L... mrS'pec-7-WI • /2.xic.7- Pesl6r4 VAL-cieS P ,re-1;40 0.672,04-r rA-AL . • ‘1,?1--& x• 1)5/ e. u DA-1s- (PEA- PecaN 02-ALAY/ v 69 • /AIX fi-poi-ArE 10/16-a-e AleceCc4g-A-/ 4A/01- v, le- 611414-P77 3000 • 11-04,es 2,c/s-77,v:n (4,45 e P : T /4- W I le-- i C-Pc60 fi-ePot-r fv/L- k1 2 :1-1104.,/.9 OMeenA4avvr (USE VA- »s d Ze2ric 751) 1; r--• ‘‘S- kv/e P6,#-1. //vciPecpo,) _ I 33o w/ St'6ce /n/cpecvol--) 27(11' Cr = 532* fv(2- A-P ettse t°47> dAse ,U r4A,Ctexi C4° 2-09 dA-5C 6 6C • 17e0 (wit- Si-kAp_; 6/1 / C32- 64 C 2 76 Oa 0'56: /4-n te-A)/14- t411--r 16X r4N5/"J 00# - 0,1? 0,/2. 0,73 4,So 6.4 6 , • • qt... A wct-to A- • k zl'fo (t40) #--mbe-omttv ApP/2-01/) L (4e6 7A-Rit r2 D-P.Nr fitiskt I�kGi(:S CODISPOTI COMPA'''Y CONSULTING .,� T 9c-07 1 Post Office (L...( 2455 .be NOS. g 9 Kirkland, WA 68083 -2455 SHEET NO O Phone: (206) 488 -6006 BY /UIW DATE /rn- /96 CHECKED _. .. _ _ _ - - -- DATE A/VGftv/L- , q- feIltAl (CON i0) 2 ,OAo /NU t:-/AMPL. ht /err r A, P- Pb r'-r //- use ?vie_ 1)1/ x 3 i!M it2 Fjy f3ED . T it/ rE //e O r ytre 1/4111)A- ft t = 3 4713 7-k _ $ 9 S f- S 7S 7,-. 1.8 S % <'rec./�- f( -l' w/ Secci t.. /NSPEcatA/ efrse .1_ 141A -X easel/ i°7#, V./86 T.37; r1. 375 5" 8 1` /// = 0.77 t- o. 2 3 = / o a Use 6 ¢ /M- rl /-vJ /k_ h o cr w ; Z /i (A ^% /L► /L ea yvi c N r () ex__ r tt 1c-LAD w ¢a7 /8 fSS 1/10 l,. Sre t-rl o N V 676 t /3S6 - /// V #' opi Orbit r 0,/7 T. 1,o / Cl�e��ivus) RACK EXPANSION.ANCHOR SELECTION /FABLES SPECIAL INSPECTION NOT REQUIRED 5" thick concrete slab t'c = 3,000 psi Use one (1) anchor bolt at each base plate. AT LOADING "A ": Governing uplift /design shear @ Load Case #1 Uplift Each Leg_ = 532# Shear Each Leg .= 276#, • Manufacturer and Model - ICBO Rpt # Anchor Capacity (Ibs) Stress Ratio Size (Dia) X Embedment Tension SI Shear _ Hilti Kwik Bolt ••• 2156 665 N 1710 0.96 1/2" x 2 -3/4" Star Steel Anchor ''' 2239 690 N 2430 . 0.88 5/8" x 2.3/8" Thunderbolt • 2713 795 N 2135 0.80 1/2" x 3-1/2" USE Diamond Sup -R -Stud • 3219 710 N 1540 ' 0.93 1/2" x 2 -7/8" . - Rawlplug Rawl -Stud ••• 4514 815 N 1600, 0.83 1/2" x 2 -1/4" AT LOADING "B ": Governing uplift /design shaear @ Load Case #2 Uplift Each Leg = 407# Shear Each Leg = 186# • Manufacturer and Model ICBO Rpt # Anchor Capacity (Ibs) Stress Ratio Size (Dia) X Embedment . Tension SI Shear Hilti Kwik Bolt '.._ 2156 485 N 1110 1.01 3/8".x 3-1/2" Star Steel Anchor 2239 490 N 1480 0.96 1/2" x 2" Thunderbolt ••• 2713 645 N 1550 0.75 3/8" x 3" USE Diamond Sup -R -Stud •• 3219 640 N 1450 0.76 1/2" x 2.7/8" Rawlplug Rawl -Stud ••• 4514 490 N 1065 1.01 3/8" x 2 "'• Table Notent • •• .. 5I Values for f'c ■3000 psi interpolated Values for f'c "2500 psi used Values for f'c "2000 psi used Special Inspetion Required? Y (Yes) r; (no) c CODISPOTI COMPANY CONSULTING Post Office Box 2455 Kirkland, NA (18083 -2455 Phone: (206) 488 -6006 �oB _L,ecyir /m $A- /2 JOB NO. 96 -07/ SHEET NO OF eA.. /1 d q BY /N c/ DATE /114 /76 CHECKED DATE pi1-5e (6/1-7-F p EclGA-) /)v / ✓ 7v T /A'G (AS E / - 4- / (/ K // Lg 3" cb �L� " W uiA4, J /U&')( !AM/ @ *Arse owe 2 fvk. ,t-kU - 1.041) LNG :PwS A£' 5E/ r/1 /c_ o 4 !row (z000� 2- /g, 371 N C tfL 3-±„:72 ¢doa et f- 1376 = 7377 / AIA-rc/AwAl, pis-7-72464-e- eo L.c.M N Plf,d vGit S'' 5%.- t , , eftecx- i° eA rz-ei"G P/LrssuileS' e h o rmM of- ÷'f #A -se /sec.1).40 S (-A/4 , S6 e •Ovo rsf- (E(- PES761v Ole (.../!ti es-. A [,coo w C u 5 6 /1-t' 4-r7 uL Vy / 4 - 5 5 - v M G AA-5 dNGy 3" ft /,0,1-Pe. # AA-Ar AJG A t L ? ' 4- (2-) (¢ fi s >� 3, o c ( f- T ( al %w = (3.66 g/? 7377* t A p ss/• N !- 7377 S = 662 pc/ - 0.2- (3.5) < b x ( S ) • ' : ' ' 4 _ » ,&4 147- k f S, /P--E4At yottS rz, % n f��- !! Id A ti4 R.. ,e -A'uc-C w/ !io el-Pm 4 (10 Ses'>tf/ Go4p s- , f SAN S COt„J ,c4, Iti4 Y 32-a r3AsE l� ltL 1[ i(' ,=((f. ((' ¢" 4 ,e-c-6ya7-14A0 r CITY OF nnityLA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -4 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON ss. COUNTY OF KING r r /L."7 ) f 10,- .2/ cis �,� , states/ as follows: 1^ 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction wr ) AFFCONT,DOC 5/29/96 APPLIC T p(f /✓? f.4 j tr Signed and sworn to before me this % day of w, / .e f , 19 4_2_4_. A _ Alma AD NOTARY P 7IC in an • for the State of Washington, / residing at Name as commissioned: My commission expires: County. 1 1a� 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative o are United States Govemment, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT.DOC 5/29/96 k of the opL"ration is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway. projects who have been prequalgjed`as`required by chapter 13 of the Laws of 1961, RCW, 47:28.070 witir the department of transportation to, pe;rform,!righway construction, reconstruction, .or maintenance work. re C. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 nr4. wnerw. awwsrvr.:.. r, w .........rwr�rwrw+wn.nro.xw•..n. +.�.�rmVri.M^'!C)w t�rvMew, 4,,,,, rkon∎K nsmcfit nr,Y,Ai %?!!!V5:W':' REVISION SUBMITTAL DATE: /0/-.2/9.? PLAN CHECK/PERMIT NUMBER: t7'1(o OI� PROJECT NAME: ' - ' 9' F PROJECT ADDRESS: //5/ e'CX2 2/0 , L� � �o CONTACT PERSON: l C /1/`"F� - PHONE: a. sy Y9 &-'00 REVISION SUMMARY: 1,7 04-el9//qc OZ, r ()�aiP J /�ce& -e/ r s 02 //4 %/ r e.)./4s 4/o7-- /L-7,)/96e----E0 (7/0 e<-t /raU X&,-*Pot.1 # Dg 0 /0z) OL-i li y SHEET NUMBER(S) D /c7y/c) �! T ---C- �-•� "Cloud" or highlight all areas of rev ions and date revi ions. SUBMITTED TO: FIECEIVED CITY OF TUKWILA CITY USE ONLY PERMIT CENTER Vi/1 Bldg; 0 Planning. Fire RICV 'SION Public Works' 3/19/96 Dupont Flooring Systems Interlake Racks Location: Tukwila, WA Prepared For: Allied Handling Inc. 8531 South 22nd Street Kent, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 1225 -F North Pacific Glendale, CA 91202 (818) 549 -0072 Peter S. Higgins, S.E. Job Number October 2, This Document and the design it contains is copyri is provided as an instrument of service. and shall the written permission of Peter S. Higgins and A Notice to Buildi If this calculation is submitted for building calculations as listed in the table of contents by all drawings listed in Section 1. All documgn in ink of a contrasting color with the same Jpb signed across this block. I iggins and Associates. d in any fashion witho All rmit : ppro n th next is all be umber . I REPRODUCTIONS OF SIGNED COP " " NVALID RECEIVED CITY OF TUKWILA OCT 1 2 1998 PERMIT CENTER REVISION NOIi Tab- 0100 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Dupont Flooring Systems October 2, 1998 Job No. 3338 Sheet i Table of Contents 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.2 Seismic 1 1.2.2.1 General (1994 UBC 2231) 1 1.2.2.2 Short Formulation 2 2 Selective Rack Type A 2 2.1 Components and Geometry 2 2.2 Check Beams 3 2.2.1 Design Forces 3 2.2.1.1 Type 36 3 2.2.1.2 Beam Properties 3 2.3 Check Posts (Dead plus Live Loads) 3 2.3.1 Load to Post 3 2.3.2 Post Properties (net section) 3 2.4 Longitudinal Seismic 3 2.4.1 Base Shear 3 2.4.2 Design Forces 4 2.4.3 Post - Combined Stresses 4 2.4.4 Beam Connections 4 2.4.4.1 Design Forces 4 2.4.4.2 Connection Capacity 5 2.5 Transverse Seismic 5 2.5.1 Base Shear 5 2.5.2 Design Forces 5 2.5.2.1 Stability 5 2.5.2.2 Brace 5 2.5.2.2.1 Design Force 5 2.5.2.2.2 Brace Capacity 6 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Dupont Flooring Systems October 2, 1998 Job No. 3338 Sheet 1 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of draw- ings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates SK -1, IL -6 1.1.1.2 By Others Applied Handling Inc. General Arrangement Layout (As received 8/18/98), Rev.- 1.2 Loads 1.2.1 Vertical (Dead plus Live) Loads per level = 3.0 kips 1.2.2 Seismic 1.2.2.1 General (1994 UBC 2231) j/ = 71—w t✓ Thus: 1/ <O.56W /2,,T2/3 within the range: 0.023W <_ V <_ 0.138it/ Where: Z =0.3 I =1.00 R„t, =8 Longitudinal 6 Transverse C= 1.25552.75 T213 S < 1.5 (unless lower value permitted by soils report) W =Total Load (Dead Load of rack is usually negligible) T may be determined by any rational method, or the default C /Rw of 0.46 may be used. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Dupont Flooring Systems October 2, 1998 Job No. 3338 Sheet 2 1.2.2.2 Short Formulation If racks are interconnected such that 4 posts in each direction resist lateral load, then (using code defaults for C/Rw: V = 0,I37{DL+ 0,075W 2 (since DL < < LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. 2 Selective Rack Type A 2.1 Components and Geometry • 111111 V Z,6,7 Z6,17/ 4 W=94" a=40" b =40" c=42" d=42" Beam Type 36 < 3000 Ibs/Level D H=180" D=42" 1Y =48" Id=58 Upright Type LR-3 cCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Dupont Flooring Systems October 2, 1998 Job No. 3338 Sheet 3 2.2 Check Beams 2.2.1 Design Forces 2.2.1.1 Type 36 L,l✓ M M (2)(8) Smin 0.6Fy =19.8 inch kips =0.79 in3 2.2.1.2 Beam Properties 3/4" in I d i` � t 36 t =14 ga SX =0.80 in3 Ix =1.17 in4 2.50" 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post P< (II of levels)(L) 2 =6.0 kips 2.3.2 Post Properties (net section) 2.0" LR -3 3.5" ly /ry _55 X X t =0.097 in a /rX =32 A —055 m2 F 205 O.K. ksi {it in3 a- t rx =1.25 in P =11.31 ry =0.88 in 1VXa =12.6 k 2.4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. SG(W /2I 6E1 +K ©)(2n2 +2n+ 1) )1/2 *Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Dupont Flooring Systems October 2, 1998 Job No. 3338 Sheet 4 Where: G = Gravitational acceleration W = Load per level 1 = Spacing between levels E = Young's Modulus I = Moment of inertia of post Kp = Connector stiffness n = Number of levels For units = kips inches, seconds G = 386 in/secc E = 29,000 kips /in2 The equation reduces to: 11 /2 T> 14(1V/2( 174,000 / +Ke)(2n2 +2n+ 1)) The column stiffness component may be conservatively ignored reducing the formula to: J 2 )1 /2 T> (19 h/1 Ke(2n2 +2a+ 1) For this configuration W = 3.0 kips /Levers 1 = 40 inches Kp = 600 (300 inch kips per radian per connector) Substituting yields: T>1.30 sec Thus: V <0.059W 2.4.2 Design Forces P<6.0k; V<0.35k M < Max of Va- (1.3)P & Va /2 <Mx of (0.35)(40) - (1.3)(6.0) & (0.35x40)/2 =7.1 inch kips 2.4.3 Post - Combined Stresses P M — +- Pa Ma =1.09 < 1.33 O.K. 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn<7.1 "k (fixity due to width of base plate) °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Dupont Flooring Systems October 2, 1998 Job No. 3338 Sheet 5 2.4.4.2 Connection Capacity 4" 1 7/16" diam. Pin Va = 2.5 kips 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values for CS V= 0.138W =1.66k 2.5.2 Design Forces D f V h' ± P EQ 2.5.2.1 Stability Standard Connection Ma= (1.33)(2.5)(4) =13.3 in k O.K. Vh' PQq= D h' =102 inches Peq =4.0 kips Note: Bracing shown is schematic - see this section, subsec- tion .2 for actual geometry. Peg S PD +1, - Stable -No Uplift. Anchors provide added Factor of Safety. Use min. 1/2" diam. ICBO approved expansion anchors. Minimum embedment 2.5" into slab. O.K. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pbr <2.4k °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Dupont Flooring Systems October 2, 1998 Job No. 3338 Sheet 6 2.5.2.2.2 Brace Capacity 0.071" Anet =0.30 in2 r.n =0.49 in Q =0.76 L k! FA Pa (in) r (ksi) (k) 58 118 10.2 4.1 O.K. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. BY Rik CHKD. BY DATE ° ?- ' E DATE Si- S P .44.4.vr PROJECT .1:0070,4 r:emag,,..1 SHEET NO. / OF 9 `=1511-f►stS TI>K4sIta0 L1h JOB NO. 9f ' P o•r F t.o+ c *1 G S'f r $ s Tb V 1J (L WIC usI• 4 T 199'1 DV!, Vll k•10 X 5 el,S fr c. 'EtaE V.: (4 Ca. /h) (=2.S Ca_ D. R= 4,4. = UkP *22, Fort / 444 is 0, 3o) Ga 34. s = Lc, S b:R. - rt(hcfrp L 4<< b — MAwl _ _ H s C- 100 'I Lev al, r-4 t. Qa1rUc De-Aro Lore; — ra,ti., su. i . a—. , O N41 en O 0 9 c) Cfp Ei. ICS Coa Vr 1),14-‘i . w V1- .I4043tI,cto 7-ih� 140 4- 124 4-L b 31FF 1 ,211``' r .1 .V7 r3s.,34c Sets IA T. to8,q$ �" a. : 4-4- 3 _ 4t' 55 Tipfir VI. O, 4.2-x' / c. (Z 2 .YS'` sevh, c,sw• f re- S. SI It- I,att..R aJ V.,r z 0,7.7r1"€ 15 G • T )4/ V ©, ) 4 t< M -r p Art.A. RA-c'g.s 0.0 (344,c4.. 'to (34,-<..g. 1n4. 222.5E. 5. t. 141) 3, o l2 4- M. ; 1,1.04/44-Jai. 1/T , .144°' u 4 ,. (9.135 G,� 118.5 SE4.s M .0 110. b6`.4 .1 e) C. t2 R = 3,2611" CAP-4) Co,2b(` Cb) T� 1L- 44— 3 — 41 " 430- v z o. 4;1, (C- �. r1.4-g c.el4..r f' ?, 9 o I4gri 1,4,)61_ o.tLy J; r t. 0.134-k- @ 15 ,L(OCT 1 2 1998 0.10 V L9 . l 2 l C.,L. PERMIT CENTER .t -rZVb x 4- Yz" /ft 4-7-r 4 itc. T,e - 2 0.I4-4 ' I ,1 k . 2 k 1.74- 3, 40, lippm £ 3 ` u3c10) DLk4o.A1,4N ba.. awe PG.d =cf30 41:21 W vTW.^0f pc" a BY /? Tk DATE 1.-9i1 PROJECT SHEET NO. .2. OF CHKD. BY DATE JOB NO. c a ?(e T/TA ♦ v / 14 P.13 (4tk1 ) 6,444.1•14 Oft Ols• L /,o 7 (Pt `I s iJ4i-,t.L0 VI- A. P.8 33 i`' 38" 1, / •c 311" att. 1 RRA L SG. G4-4 (3144-ts 2/4 it I Y211 K.0(,4" C 144744) 0.0 C 2 6 ) Pic:. 410c. 0.654 z 2,4414' Stvs PA z 3, SS' ok 7 P r:93s� Pkirt.e Q S4 -.4s" hRMt P -ads - I 1/2 y k j y4 4 . l 4- GA cct., ras.c x - - - ® :: ru4� L1r 34-,G7i( (kz L°)► (2ft y 37.85 k-s; Fa z a.37 dirs.!. s is PA - . Z$ 39 4-/3 y 3� �� t -- e4z. ? P 6ks-` S Ali SaL '. A%4 C..v p Pc, f 8,90g. ►°yo P. 241 ok t, *Lo .fi . 3 �c, ,t4(3 ,. Via l•■ bleu' It nti : . L¢"l K (.1.n).171. :. v, 2 Z p w' fzut.0 D. 2/.5"" sy ' iL 5 i 5b 4.r 3/1 51.441 Mo * ,iZr� r Sb 1 tZ„ c4L6ct Arttow , t2.1 O. 'sty . 0.529 pCQ)' -J pA s .661 ws . et z 1. SS" ,244- t y 28. l 6 ro" far" A. Ca6.11c-)1 /L4-4 s 4136 !ru Pit 2.461 d A,, 12-• 3 c" ofc 7 P� BY fritC• DATE °I - PROJECT SHEET NO. OF CHKD. BY DATE JOB NO. '88 41, Lbrlat DLit_ . -r(Pe 6" cl3A4u.0 Out-) Mo.- Sr CALL:- ICA- \ t, ,/zgY1/4- UP." 8.40i enicgi ) 1.90/z + i& = 1.0 (Jot. .1141.3 hob_ • o, / # im; ,p+-4.t• . 05-7 24, 3O.4/ • 28" 4.9+ e la. kg- 14" 1 r12 44 • - 411- °ke. * * 3/ Z s /4'O VCAst.. P .03 - 1 rri ris. • 0.n VA,gosit .01•4*/Awcaorta. fA V /VA /*PO /4r (hi) el- SEA At MAK Aft)-- bo-suA AAA": L1“- 4-04- tal SID 3 -9.4.1 6a-Acicen t-. so lit°3 3-91.0 g_Ac,icier Sfu MA s• 3.57 CT° 1-Itto sa% 0,4A 10.4-3 k.4 0.4writ.c,5 Ss (1•10144 reelli .L(. us4(A A 4. cup Fliwy tit 6A4r.i Lry L4144/ 6410 11-1 2- 4.54- 4- •L,S (St) 2- 6. 4/ if•-" ek 04 1.4-9 lc,' g 10.0/ . a' 3o k-0".• DeC 4,14 .9./7 " Cocum-f-i: WM- RC° e-at.VA4.4./ 3.01:c 145 0.067 44= O.4‘ .4-4. 1.145 m.:- , t 1, tr. i .02 44.* ; 0 • 0 ? 0.113 51:. .42 .)4 .7 11*- rx . /, ry .1. i, 1214 q "A • 4-.1,7 ' P 2.25k M ?.o8 414 11.4' le•p: BY 67X. DATE 4- f If PROJECT SHEET NO. 4" OF CHKD. BY DATE JOB NO. 14PS *g. 1.1 he 4'4 134,35 040174g4 „dr ky I. , " CP r FA a. 2.0 1144 - • Ft( '7 3 $%$ Pce u t5,21 tavele 1.fi1. Xu. * 0.‘4 AMC, e4W z 0,V( Pk /43 • 5 BRACING SECTION PROPERTIES PREPARED BY 1 DRATING NO. P. TINGEY DATE R -3 10MAY91 1. REVISION No. I DATE I BY GAGE T in X in Ix in4 Sx in3 rx in I in4 Sy in3 r in AREA inZ 16 .060 I .4189 .0893 .1190 .3234 .0379 .00.56 .4066 .2297 14 .075 I .4261 .1081 .1440 .6169 .0464 .0564 .4043 .2839 .3885 .4878 12 I .105 .4405 .1418 1 .1890 .6041 1 .0621 .0767 1 .3999 10 I .125 I .4551 1 .1706 I .2275 .5914 I .0764 ! .0960 1 .3956 10 9 ° 8 Q � Oa 7 - a ao 6 57 aN 5 La a - d cn 4 0 o 3 2 Z 1 0 20 H =1 1/2 Y T X B =1 1/4 30 40 50 60 LENGTH IN INCHES 70 13.3 14.6 10.6 9.31 7.98 6.65 5.32 3.99 2.66 1.33 80 0 0 (n -.1Q J Z x0 W 13▪ 3 gn 3a o� N <0 N Z W .� BEAM SECTION PROPERTIES PREPARED BY P.s.T.ngey DRAWING NO. R-1 DATE 14 SEP.193 REVISION NO. DATE HY MODEL t in H in D in I x 1n4 Sx in3 rx in I y in4 Sy in3 ry in AREA 1n2 LB020 .075 2 .75 .2928 .274 .716 .6033 .4133 1.031 .5718 LB030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 f LB035 .075 3.5 .75 1.1854 .6313 1.223 .9475 .6712 1.093 .7922 LBC30 .075 3 .75 1.3689 .8817 .184 .9403 .6099 .9820 .975 LBC35 .075 3.5 .75 1.951 1.0473 1.363 .9705 .6159 .9614 1.050 LBC40 .075 4 1.5 2.6631 1.2769 1.538 1.105 .7096 .9921 1.125 LBC45 .075 4.5 1.5 3.5073 1.5033 1.709 1.2449 .8025 1.018 1.200 LBC50 .075 5 1.5 4.64.37 1.7655 1.908 1.3902 .9029 1.044 1.275 LBC55 .075 5.5 1.5 5.7951 2.0453 2.071 1.5269 .9975 1.238 1.350 LBC55A .105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876 LBC60A .105 6 1.5 9.587 3.1421 2.192 2.1979 1.4.517 1.049 1.995 LBF356 .060 3.5 1.5 1.2039 .6277 1.274 .7576 .5097 1.011 .7414 LBF354 .075 3.5 1.5 1.4739 .7699 1.267 .9284 .6242 1.006 .9181 .9931 L8F404 .075 4 1.5 2.0512 .9481 1.4.37 1.0635 .7190 1.035 L2F454 .075 4.5 1.5 2.7526 1.141 1.605 1.1984 .8143 1.059 1.0681 L8F453 .090 4.5 1.5 3.2119 1.333 1.598 1.3985 .9497 1.054 1.2578 2 3/4 --' 7/8-- 1 7/8 y D H x •x Y r Acsx /2- 9 t • 7 • $;Ioa.co 3- P #J .frig ,S,tACL'K m•Mer17 CAPAc i y PiN /i7Rreiiac /t cm," 1.41 i711 FY = 44 ••• otumN /q/..re OAK 11 arm A- S10 GA So L 1zii .- SDk w vrt4 Gpsks.' PII.I D IAA Es et C ii /3Z RA ASE* • n D_/ 4 • a. 01221 US. A*r F w '. 4 Fi rse. p,,. iflAregiA . /Wuo AN Fr : 1.0 FA FDA Gets..• mkrtt, aL P1N s, +1 t :.00ze! ‘,4•4 4;,, 1 • 41 i.. -- 1<ir+ztoc.s X14 •.+ LM 15 DA LM L 1 ‘t re • 075 `) t (11 /3Z) <o.o7. 6.S = l.4tk CEng. tt.1- Ciw7 Ro o 46361,461 in) L*l ,o (t : O. /of. ") : c'h /31.).z 0./05 A b,s = 23s''k USE P : !.: ; 4 ;. P7; 0.24k A*lo i o.cg4 k Mao )-14 = 1.63.4.75+ 0.86x 2.75 4- .o'(c x0.75: /0.l$ " Saw MA : )0,18N 4/ 3 r. 13.57 k N ,♦,__ jP F. = 40 ks.:. Wtsµ Fw ; S ki,. Lrv,Mi 42 k 6s- 45 sati•1•4 4. •., lh m •ti im F1 01/32.) (0.010 :5 = 1, 4Z kar, BetrQ.i r.g. o n 1•,4 3o ail s 6.1 /31 &.10S) (5C) = 1, 9 9 k 1.. 3 14 S Arc ..M 3 0 • r r�,c _ ` ; .�2��.r•3 ) /3. r7 ; //. 8 2 v � M, i:• et L M Zo rt, • 4e `'! 4S 13 , S% )cam_ L A I 30 r.: 4D --? 4 S %cs1 .� S gifff COLUMN SECTION PROPERTIES PREPARED BY Tiey p.s.>� DEEM NO. R-2 DATE 16 JAN.'92 REVISION NO. DATE 8T A 15APR'93 PST MODEL t in H in B in X in I x in4 Sx in3 rx in I y in4 Sy in3 rr in AREA 1n2 LM 15 .075 3 1.625 .689 .582 .388 1.156 , .205 .219 .686 .411 LM 20 .075 3 � 3 1.435 ■ 1.023 .682 1.263 .872 1 .557 1.165 .618 L 430 .105 3 3 1.45 1.373 .915 1.249 1.164 .752 1.15 .859 LM20/15'07 75 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 LM20 /20'0 075 3 6 2.714 2.222 1.481 1.268 4.701 1.431 1.845 1.349 LM30/ 15 ' 10075 3 4.625 2.789 2.126 1.417 1.23 3.052 1.094 1.473 1.384 LM30/20'1 0 5 3 6 2.9512.568 1.712 1.262 5.45 1.788 1.838 1.590 LM30 /30 ,.1 .1os 05 3 6 2.707 2.98 1.986 1.256 6.387 1.94 1.839 1.875 PRIMARY COLUMN _ HACK -UP COLUMN PUNCHED LM UNPUNCHED LM x Len. T 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 7.9 80 81 82 83 84 85 86 87 88 89 90 LIMA R Co 6kA c (44 (, STS rs 3.83 3.68 3.53 3.38 3.24 3.10 2.95 2.82 2.69 2.57 2.46 2.36 2.26 2.17 2.08 2.00 1.93 1.85 1.79 1.72 1.66 1.60 1.55 1.50 1.45 1.40 1.36 LRFD FRAME BRACE CAPACITY TABLE 04 3 'A #6 .m 444 5.83 4.93 8.42 5.74 4.74 8.30 5.64 4.55 8.19 5.55 4.36 8.07 5.46 4.18 7.96 5.37 4.00 7.85 5.28 3.81 7.75 5.19 3.64 7.64 5.10 3.48 7.53 5.01 3.32 7.42 4.93 3.18 7.31 4.84 3.05 7.19 4.76 2.92 7.08 4.68 2.80 6.97 4.59 2.69 6.86 4.52 2.59 6.75 4.44 2.49 6.65 4.36 2.40 6.55 4.28 2.31 6.45 4.21 2.22 6.35 4.14 2.15 6.23 4.06 2.07 6.07 3.99 2.00 5.92 3.92 1.93 5.77 3.85 1.87 5.61 3.79 1.81 5.46 3.72 1.75 5.32 1.31 3.65 1.70 1.27 3.59 1.64 1.23 3.53 1.59 1.20 3.47 1.54 1.16 3.41 1.50 1.13 3.35 1.46 1.09 3.29 1.41 1.06 3.23 1.37 1.03 3.18 1.33 1.00 3.12 1.30 0.98 3.05 1.26 0.95 2.97 1.23 0.93 2.89 1.20 0.90 2.82 1.16 0.88 2.75 1.13 0.86 2.68 1.11 0.83 2.61 1.08 0.81 2.54 1.05 0.79 2.48 1.03 0.77 2.42 1.00 0.76 2.36 0.98 0.74 2.31 0.95 0.72 2.25 0.93 0.70 2.20 0.91 0.69 2.15 0.89 0.67 2.10 0.87 0.66 2.06 0.85 0.64 2.01 0.83 * Sy 0,654- 5.77 10.64 5.54 10.50 3.31 10.36 5.09 10.23 4.87 10.10 4.65 9.97 4.43 9.84 4.23 9.71 4.04 9.59 3.86 9.47 3.69 9.33 3.54 9.13 3.39 8.94 3.25 8.75 3.13 8.56 3.00 8.36 2.89 8.17 2.78 7.98 2.68 7.79 2.58 7.60 2.49 7.42 2.40 7.23 2.32 7.05 2.24 6.87 2.17 6.68 2.10 6.51 2.03 6.33 3.17 1.97 5.03 1.91 4.88 1.85 4.73 1.79 4.59 1.74 4.46 1.69 4.33 1.64 4.21 1.59 4.09 _.55 3.98 1.51 3.87 1.47 3.77 1.43 3.67 1.39 3.57 1.35 3.48 1.32 3.39 1.28 3.30 1.25 3.22 1.22 3.14 1.19 3.07 1.16 2.99 1.13 6.15 5.98 5.80 5.63 5.46 5.30 5.15 5.01 4.87 4.73 4.60 4.48 4.36 4.25 4.14 4.03 3.93 3.83 3.74 3.65 3.56 2.92 1.11 3.48 2.85 1.08 3.39 2.79 1.06 3.32 2.72 1.03 3.24 2.66 1.01 3.17 2.60 0.99 3.10 2.55 0.96 3.03 (Phi Pn) .044 .06/ .o e3 # 4in 4.42 7.74 5.59 10.83 4.23 7.65 5.34 10.67 4.04 7.55 5.09 10:51 3.85 7.46 4.85 10.34 3.66 '.36 4.61 10.17 3.49 7.26 4.39 10.00 3.32 7.14 4.18 9.83 3.17 7.01 3.99 9.66 3.03 6.89 3.81 9.48 2.89 6.77 3.64 9.31 2.77 6.65 3.49 2.65 6.52 3.34 2.54 6.40 3.20 2:44 6.27 3.07 2.34 6.15 2.95 2.25 6.03 2.84 2.17 5.90 2.73 2.09 5.78 2.63 2.01 5.65 2.53 1.94 5.53 2.44 1.87 5.41 2.35 1.80 5.28 2.27 1.74 5.16 2.19 1.68 5.04 2.12 1.63 4.92 2.05 1.57 4.80 1.98 1.52 4.68 1.92 1.48 4.56 1.86 1.43 4.44 1.80 1.39 4.32 1.75 1.35 4.20 1.69 1.31 4.09 1.64 1.27 3.98 1.60 1.23 3.87 1.55 1.20 3.76 1.51 1.16 3.65 1.46 1.13 3.55 1.42 1.10 3.46 1.38 1.07 3.36 1.35 1.04 3.27 1.31 1.01 3.19 1.28 0.99 3.11 1.24 0.96 3.03 1.21 0.94 2.95 1.18 0.92 2.88 1.15 0.89 2.81 1.12 0.87 2.74 1.10 0.85 2.67 1.07 0.83 2.61 1.05 0.81 2.55 1.02 0.79 2.49 1.00 0.77 2.43 0.97 0.76 2.38 0.95 0.74 2.33 0.93 0.72 2.27 0.91 9.13 8.95 8.75 8.56 8.36 8.16 7.96 7.77 7.58 7.38 7.19 7.00 6.81 6.63 6.44 6.26 6.08 5.91 5.72 5.55 5.38 5.22 5.07 4.92 4.78 4.65 4.52 4.40 4.28 4.17 4.06 3.95 3.85 3.76 3.66 3.57 3.49 3.40 3.32 3.24 3.17 3.10 3 .03 2.96 2.89 To bgt Aloi - Sets m i c A C rah me. (.oAOS . s $ y 0•8 ?1 To y&rr scam/ c ALLaa. Lawns. 9/9 #11 #12 .IOC rice 6.59 13.25 6.29 13.02 6.00 12.79 5.71 12.56 5.43 12.33 5.16 12.09 4.92 11.85 4.70 11.61 4.48 11.38 4.29 11.14 4:10-10.90 3::93 10.66 3-.77' 10.42 3:.62: 10.18 3..47 9.94 3.34 9.71 3.21 9.47 3.09 9.24 2.98 9.00 2.87 6.77 2.77 8.54 2.67 8.32 2.58 8.09 2.49 7.87 2.41 7.65 2.33 7.43 2.26 7.22 2.19 7.00 2.12 6.78 2.05 6.58 1.99 6.38 1.93 6.19 1.88 6.01 1.82 5.84 1.77 5.67 1.72 5.51 1.67 5.36 1.63 5.21 1.59 5.07 1.54 4.94 1.50 4.81 1.46 4.69 1.43 4.57 1.39 4.45 1.36 4.34 1.32 4.23 1.29 4.13 1.26 4.03 1.23 3.94 1.20 3.85 1.17 3.76 1.15 3.67 1.12 3.59 1.10 3.51 1.07 3.43 BRACING Dimensions GENERAL NOTES 1. This drawing skews standard details of the rack product line only. Bee engineer approved installation drawings (same Job Winker) for components used, special details, arrangement, dimensions, and site specific information. 2. The installation drawings govern over this drawing. 3. MATERIAL Steel - ASTM A570 Grade 42 ORO Welding Electrodes - A. E70 -XX (all welds single pass fillet welds designed at SOX stress levels) Expansion Anchors shall be IcBO approved types. e.g. Nilti Kwik Bolt (1 CBO RR #2156, 4) Phillips Rag Xead JS type (ICBO RR 1452) Ramset TnvBOlt (ICBO RR #2391) Embedmrnt shall be minimum 5X Bolt Diameter. Other similar anchors may be used if IC80 approved. The anchor types, sizes, and emb.ments shown wt the ierstellatian drawing govern over the sizes shown on this drawing. special inspections are not required unless noted on the installation drawings. 4. Unless noted otherwise at the installation drawings, the allowable soil bearing value is 1.0 ILSE. A B (standard) C END CONN. WELDS Os Type Sam Details and Properties limits: inches uo) A 30 3.00 2.50 1.63 0.065 0.56 0.82 33 3.38 2.50 1.63 0.065 0.67 0.88 3.75 2.50 1.63 0.072 0.80 1.17 42 4.25 2.50 1.63 0.072 0.98 1.61 46 4.75 2.50 1.63 0.065 1.16 3.00 50 5.00 2.50 1.63 0.072 1.27 3.29 52 5.25 2.50 1.63 0.084 1.46 3.80 5.75 2.50 1.63 0.084 2.36 6.99 62 6.25 2.50 1.63 0.101 3.09 9.71 AI 34,.; _ t Tvp UNO BEAMS GRS Type LDJ Poet DeWb and PmPmdu (units: inches rani INI Prapartia not section) t W 0.071 2.38 1.50 Ay 0.30 0.23 0.98 LR -3 0.097 3.50 2.00 0.55 0.50 1.25 0.88 LR-4 0.097 3.50 3.00 0.78 0.82 1.35 1.13 WI1c COLUMN LIMO 1111 I 411 © PI FRONT TYPICAL ELEVATIONS O (See installations drawings for specifics) SIDE BEAM - COLUMN CONN. (PINS MIN. 80 KSI) _ow14, 11 X 17 PRINTED ON NO. 100011 CLEARPRINT 94" 42" FRONT SIDE TYPICAL RACKS Material (ref IL -6)'. (Minimum Saes- Larger may be Used) UpnghLLR -3 Beams:Type 36 Maximum Loatls: 3,000 Ibs per Levei 12,000 I. per Bay O GENERA; NOTES 1. This drawing shows typical unit material and geometry. See Applied Handling Inc. drawing for location within facility. See Higgins Drawing IL-6 for details of the storage system components. Dupont Flooring Systems INTERLAKE STORAGE RACKS 11521 E. Marginal Way South Tukwila, WA Job 3338 Oaw rig% SK -1 7.75" Min 1/2" Anchor (2 per post) STANDARD e= 3.5 "- "0077 "; 5 "- "0078" FOOT PL. SEISMIC FOOT PL. (11 ga) (3 /81 BASE PLATES 10 Types and Dimensions 7 -20 -92 P. H. INTERLAKE ORIGINAL LODI FAB STORAGE RACKS STANDARD DETAILS 3338 Drawing # IL-6 0 2 a 4 2,-6" ), 2,-E" 24 -61' 1 tl ° 24 -0' 24 -6' 24- • 1 -,:, •?, 1 • , 1 : 1 I i • SEE St.,-EE T • —C11 / • \- 2-11 1 1 ," 1 211 1,•,,t_1,.„ 21 1,6 /I.-2' -6 '' ‘\ e'-l(f2.-...,, /- 1 4 EQuAL, j- __4_Ea.i EL __.).•:_iAk. 24:- ,11.- 2 4 ••••••\ -2" 2, 6." _ 241:1,11 24 -6 Deroxelkerift Wass • lin MviktinktMiNaresk lot SY/68 , . r 12 c. LEGENE:, =.e NOES DC'0,R ERcc- LJi• TR•=\,..'7- N - O\EE T _ N PC.,,,JNTL1N _ - - \ LT= '_SE ILI.L711N.=-TE EXIT SIGN OvE DOOR OR _E/ C- E ENERT COLE NOTES: 5.,CE OE LS .-1E,E12 C-00EC S.,CE R- I?. I N5..IL LT ION IN CE,,_1,1-z JOISTS ,,sovE SSPENE O_N C -,-, 1-4ANDICAP CODE: TC rE rE, LL SS 2 RESTROOlIS TC ExTER1OR DOC', SIGSE WIT, 1-1G. SY*-160_ N-C OR Oti TC LT 00. C CEN-E, RE▪ S-SC.0,s : , (36' 4E ON TC,..E715 TC -E-E, To CE,TE.....;_INE PRO— 4.71 1T—C TC 40, / CO ▪ to _•F FILE COPY undorG,J Et tho Plan Choc, - - --o subject to c-rors and omissions 1 of plans does not autitaltaa SW violation of adopted codo - of c tractor's copy of Af Date L-3/7 - Pont No q ( EXPIRED FI na/1 T)519e-c-h 6)1 CITY OF TUKWILA APPROVED DEC 2 3 1996 UILD1h10 cr,ROFEVEwit.• DEC ■ 1996 PERMIT CENTER ROLL -UP DOOR J ROLL -UP DOOR ROLL -UP DOOR A A 44' C c C 19' 24' -6" 42" 11'0 EXISTING RACK 1 108" CLR L —y 106" CLR EXISTING RACK CD PLAN VIEW SCALE: 3/16 " =1' -0" NORTH 24' -6" 12'_0" 24 -6" 24' -6" 24'- z O U ' X rR.F COPY s. .J omissions c. p: rat authorize the violation c, .. a! code or ordlri11016 OeOMpt of contractor's or : cpproved plry taSeilisdged. Permit No 24' -6" CITY Of TLORVrIII )7/To-Z, C PEOEIVEO CITE OF TUI(WIIA � e6V1 OCi 12 1998 PERMIT CENTER z 0 x to W a to REVISION Noe t i c P'16-0(co 2 ^ 1 a a Q n 0 0 t 792" (7) E3 Al I G01 S33 192 r-.067' THICK 44 UPRIGHT COLUMNS 6' 7/8 3" 1 1/2" D1 BASE: 3/8" THK A36 MILD STEEL FRONT 44" TYPE "B" RACK ELEVATIONS SCALE: 1/4"-1' 0" '‘,+' 2 1 /4" i— x .064' THICK 48" - ' 44° SIDE BF_AIA SECTION .075' THK. A 1M .70 GR50 BRACE (TYP) C1 LBF 404 LOAD BEAMS ( BASE: 3/8" THK A36 MILD STEEL 112'0 T -� FLOOR ANCHOR DETAIL FRONT TYPE "C" RACK ELEVATIONS SCALE: 1/4"=1'- 0" til 01l 0 00 - .375 R Q T7P/8 2' � 192' II ❑ III .531 SQUARE - -/ .075' THICK I� .075' THICK ' 1 1 BEAM SECTION .075' IHK ASTM A570 GR50 r 1/2 -8 A2 LM 20: UPRIGHT COLUMNS B2 STRUT C2 LBF 454 LOAD BEAMS 1/2" CD ROW SPACER NOTES: 1. PALLET RACKS ARE MFD BY LODI METAL TECH, INC., OF LODI, CALIF., AND UNARCO MATERIAL HANDLING, OF SPRINGFIELD, TENNESSEE. 2. STEEL USED IN ALL RACK ELEMENTS CONFORMS TO ASTM A570 GR 50 WITH Fy =52 KSI, AND Fu =65 KSI. 3. STEEL USED IN ALL BASE PLATES CONFORMS TO ASTM A36 WITH Fy =36 KSI, AND E2 =58 KSI. 4. MAXIMUM RACK LOADS PER LEVEL PER PAIR OF BEAMS SHALL BE AS FOLLOWS: a) 1,800 TYPE "B" RACK (b) 3,000# TYPE "C" RACK 5. CONCRETE SLAP 0 GIVEN AS 5' THICK, WITH fc'= 3000PSI. 6. ALLOWABLE 5011 BEARING I`_L 2,000 PSF FOR GRAVITY LOADS, AND 2,667 PST FOR SEISMIC OR SEISMIC + GRAVITY LOADS. 7. BEAM -TO- COLUMN CONNECTIONS UTILIZE 2 -PIN BRACKETS AND STANDARD WELDS. 8. TIE -DOWN ANCHORS SHALL BE HILTI KWIK- BOLTS, USE 1/2" 0 2 4 1/2" BOLTS, 1 3" MIN. EMBEDMENT, 040 PER BASF PLATE. SPECIAL INSPECTION IS NOT REQUIRED. PLACE ANCHORS DIAGONALLY. 8 1,11 III n r .L 2 w T,T T1`- F 1 (r)'- ) v1 z � 3 Oaf .�,ErF1281 Aj ly W Y 9 -9- r. o �' RECEIVED a_ CITY OF TUKWILA 'e OCT 2 1998 II J lV 1 EXPIRES 7/14/ OP ] PERMIT CENTER o 6 gE h a 0 o m 'titb dlELLL,1� o 0 1 ras. ��l mmor uR DOOR A A A ROLL -UP 'DOOR 42" 44" 44" ❑ 48" 94" 48" 48" 0 z - 0 1 H 108" CLR iL iL EXISTING RACK ❑ ❑ 106" CLR EXISTING RACK 1 PLAN VIEW SCALE. 3/16 " =1' -0" .' NORTH 12' -0" 24' -6" 24'- 6" 48" 48" 48" 24' -6" 24' -6" 24' -6" 24' -6" • G 466 1 1998 Of ! 1 I REVIEWED and APPROVED PETER S. HIGGINS & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS AS SHOWN 5 13 8 �.I.J 1— S >- 0 C73 zL E2 013 D N ~ O a- 3 3 3 8 OCT - 21998 0 JOB NUMBER DACE rr i9CKS RECENED CITY OR TUKWILA U o 'a_ c 101 € 2 1998 a v s 'PERMIT CENTER = N t 7