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HomeMy WebLinkAboutPermit D97-0075 - BOEING #21-03 - STORAGE RACKSCity of Tukwila .t. WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 102304 -9068 Address: 3417 S 120 PL Suite No: Location: Category: ACOM Type: DEVPERM Zoning: MIC /L Contractor License No: BOEINC *294ML Permit Center Authorized Signature: Signature:__ DEVELOPMENT PERMIT Print Name: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: D97 -0075 Status: ISSUED Issued: 03/17/1997 Expires: 09/13/1997 Const Type: Occupancy: WAREHOUSE Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: SPRINKLERED /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: .VAL.VUE Wetlands: Slopes: N Streams: OCCUPANT BOEING #21 -03 3417.5 120 PL, TUKWILA WA OWNER SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA= 98119 CONTACT GARY TALLER . Phone: 206.544 -2975 PO BOX 3707 M/S 46-87, SEATTLE WA 98124 CONTRACTOR BOEING COMPANY P.O. BOX 3707, M/S IF -09, SEATTLE, WA 98124 * *********** • * . ***************************************** * * *, * * * * * * *** * * * * * * * * * * * * *,k ** Permit Description: RELOCATE AND INSTALL PALLET RACKS AND. CANTILEVER RACKS (TOOL STORAGE). r****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng.. Curb Cut /Access /Sidewalk /CSS: N 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 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,014.71 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 115 _ Date _ — 2:9 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: 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. ddress 3417 120_PL' : Permit ' No 09740075 Suite: en a n.t Statu` ISSUED 5 DE VPERM Appal ied 03/10/1997. Par e l # 02'304:45068: Issued 03/17/1997: ** * *7k*;'*to* *'k:*Mfr **-* SFr.**`*******:***** k****'`*'*****,*** Ak•*A ** k* , * ***• * * *•k * ** * *; **A- r *;**.;*. Per mit Condit I No c.han;ges .vi i 1 be made :,to the • pl ans, un l ens approved: by the Architect ar Engineer and the Tukwila Building Di'v.isian 2` All permits', irspect ion.records;'< •plans shal be a vailable a't the : a nd con s.tr"uctian These ,d r'duments <are to the maintatined and avai 1 h•1e unti i 'f inatl ;inspection 'ap`pr. oval is granted 11 construction to be done i.n c.onfar.mance, with aoprov.ed 1. "ans and .r� qcr i cements of the U i fo Bu i ° -1 d ha Code ' G1,994 • ditian) t .1k. antep�ded, Unifarm: "Mechanicali Cade °t1 94,2 ion) :nd Washington, State En "e:rgv Code '(1 Edition`? ai tY ''} ofi Permit tThe issuan e. ,e! of '..a permit nor a;pp l.:ansl� ficatians, an oompu;tat %one sha11' ; be can - ,, a trued; to >b: a • : permit for o'r an approval o any vio latio �i `; arrjr ''tile pr^ov i s i ans of the building code,: ar of apv `` i he or,d�rr'ance of :the r uris No perit pr• suming to dive. authority to violate ,ar1; m cancel the 'provi'sions`' of this : ; coe�sh.all be Yvalid Project Name/Tenant: BOEING BLDG. s AI -03 Value of Construction: u -C6, / ODD Site Address: 3 /7 S , 1Ao ID/. City State /Zip: Tax Parcel Number: l00130di — 906Q Property Owner: THE HOEING t;OMPANY , Phone: Street Address: P, . O. BOX 3 707 M/S 46 - SEATTLE; %124Fax#: Contact Person: GARY TALLER /R P : 544 -2975/ Street Address: P.O. BOX 3707 MiS 46 - 87 City State/Zip: SEATTLE, WA 9812+ Fax M: 206 - 544 - 2854 Contractor: Phone: Street Address: City State /Zip: Fax N: Architect: av%-.GS ��( G.SS Phone ©6.! 61gt Street Address: City State/Zip: Fax M: Engineer: Phone: • Street Address: City State /Zip: Fax #: Descriptioq of wgrk to b@ dp e: I 1 r I t I RLIOcam, / Xv.s+nII �t it or s,ak'3 61/4.,-,ti lever- R.4Gk s CToo( S4ct Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ® Warehouse ❑Hospital J "'" ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ' ® Warehouse 10 Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ® no If yes,, extent of change: (Attach additional sheet if necessary) Will there be rack storage? SI yes ❑ no Existing fire protection features: El sprinklers gl automatic fire alarm ❑ none ® other (specify) RrC. 0 SC.S Building Square Feet: 1.10 I) g existing l Area of Construction: (sq. ft.) ...3,3 000 t Will there be storage of flammable /combustible hazardous material in the building? ❑ yes At no Attach list•of materials and storage location on separate 8 1/2 X 11 paper Indicating quantities & Material Safety Data Sheets ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ 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 N Size(s)• ❑ Water Meter Temp f+ Size(s): Est. quantity' gal ❑ Miscellaneous CTPi?RMIT.17OC 7/9/96 CITY OFs UKWiLA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 tI OB M Or-0 FOR STAFF USE ONLY Pro j N lle!?:1�' • a . 4 •err i� L wk r ■ i •aPetinit`Ntjttidtir��w r �: -r' '{ �;.• ��:;� `> ..•: i:' a� i'•: �. �x�y' i' S: 'LiihA�r��� `y � +:!}.`;�. ,r 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. 1, ®I w,70 1/41, APPLICANT REQUEST FOR PUBLIC. WORKSISITE /CIVIL`P, THE;FOkLOWiNG:i.s • (Additional reviews maybe deteinnInad byth'e'PubliorWorks Department) :. , ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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. Data appllcal acc tod: Data application 7 Application k (Initials) BUILDING OWN R OR AUTHORI ED A ENT: Signature: t , 3I Date: 3 '6 oi Print name: GARY / ALLER Phono:206- 544 -2975 Fax #:206- 544 -2854 Address r, . o. riox 3707 M/S 46 -87 City /State /Zip SEATTLE, WA 98124 ALL COMMERCIAL/MULTI -FA Ml TENANT IMPROVEMENT/ALTEPOTION PERMIT APPLICATIONS MUSTIat SUBMITTED WITH THE FOLLO , G: 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 ❑ El 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). Five (5) sets of working drawings, which include : El ❑ 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 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 location of tenant space with proposed use of each room labeled El El 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. El El Vicinity Map showing location of site El ❑ 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. El El indicate proposed construction of tenant space or addition and walls being demolished El El Construction details El ❑ 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. El ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. El ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) El ❑ 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 11 -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 Stale 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. C/'I'ERM1'1'.DOC 7/9/96 **'.**461V ***`********,* h*********** * * * * * * * * * * * * * * * *•* * * * * * * * * ** • * * ** . ;CITY: ..O i_UKWIL.tA; .:3'q'l *1 TRANSMIT 3 * * * ** *; *.*,**# * * *, * * ** * ** * * *' *Il* * * * *3 * '***. ** * * * *�l * * * *3* TR(aNSI4IT- R9700553 Amount.: 616'.7 03/17/97 13"16 Puympnt'Me:t; hod CHECK Notation: "HOEING In it: SLB F' 61.,'mi - .t,. D97 -0075 Type: OEVPERM DEVELOPMENT PERMIT Parc No: ' 102304 -90G8' a.ite 3417 S :120 PL Total Fees: 4 71 TMis Payment. 6iG.75 :. Total ALL Pmts: 1.014:.71 Balance: ., x'00 ****** h************** * ** * * * * *•k * * * * * * * ** * * * * * **1 * * *k* Account Code Description 000 /322.100 - BUILDING - NONRES. 000/386.904 STATE BUILDING SURCHARGE Amount G13 4.50 118s6 03/18 V.1.7 TOTAL 616.75 , *:**4**********/*****k********A4** *************A**.**A***A***4 " Int4 ..:*4****A*4******'*****4.**** A* *A****fW*****11'7***** . . TRAN$MITI".N :R9700550 Amount: . 397.96 03/10/97 14:26 Payment Method : CASH Notation: GARY TALLER Init: LIP . . Permit No: ID97-0075 Type: DEVPERMH DEVELOPMENT PERMIT Parcel No 102304-9068 Site Address: 3417 S 1.!O PL Total Fees: 1.014.71 This Payment 397.96 Total ALL Pmts: 397.96 Balance: i.iE.75 ******4*****************A*A*************71***AA****************** Account Code Description Amount. 000/345.830 PLAN CHECK - NONRES 397.96 „:4!71 01/10 9716 TOTAL 197 .?4 Project: ,I( 5 0ti 2. i , 05 Type of Address: . 2 _ 0 FL , Date called: Special instructions: Date wanted: , f —7it`fiq - 7 ; Q . 3 1 ....... 11 . Requester: Phone No.: COMMENTS: [Receipt No.: Approved per applicable codes. • • • . . . • . • ' , ... , . . . . . . . . . . . . . . . . • . INSPECTION RECORD Retain a copy with permit INSPECTION NO. ciTv TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 47 oo PERMIT NO. 431-3670 Corrections required prior to approval. 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: A '4 6 7, Projr5:6 0 Ei Irz 1 _ o -s Type of inspecr ig pc , Date called: tA _ 23 -9—i i s i G 1 2. 0 p Special instructions: Date wanted:L _ 2 2A _97 6.). . . Requester: DilA Phone No.: 97.0 ,.. 920(p INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Approved per applicable codes. orrections required prior to appr COMMENTS: dc_fm PL osTng.a or-- .-t 6AS E .•• Inspector: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: . „ . Project: -03 Type nspe tionSL W-n-Q, Date c alled: 4 / / 9 -7 Addr ; , 5 ' ) -2.p �� Special : instructions: Date wanted: A. / M O a Requester; -- j-" -e-/i/V Phone No.: s 9 q 4 INSPECTION NO. • CITY: OF TUKWILA BUILDING DIVISION 6300 , Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. emetylethek.lxiipv INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Corrections required prior to approval. COMMENTS: &o.rit.3 T5-.1- 1\ • fg 33 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project Type of inspectio, it c..eve k Addresa:, , ., r /7 0. /2.(.9 Q- Date called: Speoial instructions: • :, • 4 • -, •)- A . • ,., z -41 . Date wanted:/. P.m. Requester: Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approf applicable codes. COMMENTS: [ Inspector: 1 • !. Date; 7-027 PERMIT NO. (206) 431-3670 Corrections required prior to approval. LI $42.00 EINSPECTIO FEE REQUIRED, Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ) fikaltiat` h Project r ) , Type of inspection:,,ee e.. Address: Ar. t.c. 'ate called: tr ,... 2... , Special instructions: - / St 0 Date wanted: ,......3 4400 Requester: 72,0.-e-- /4:::207 Phone No.: .-j ...2..6 , 3 . COMMENTS: , A ...._ ALI CACI —1-df t ir .." -.8 "! Of d . . . , ,_ --A—rn- J INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 SMAKIIIIIIVA ZegrACAVV.1r; PERMIT NO. (206) 431-3.70 Approved per applicable codes. 1 Corrections required prior to approval. Inspector: [T $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: :akezdA:11,6,4A•i.•14.4154.4 . V.1.4. , _Lat.401...0....t.14•4:',...f..4' • A., Au... Project Address Retain current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: / Hood & Duct: Halon: Monitor: Pre -Fire: Permits: r FINALAPP.FRM Authorized Signature ? '/7 l 2 wl City of Tukwila Fire Department TU WILA. FIRE DEPARTMENT FINAL APPROVAL FORM Name // 02 / --03 Approved without correction notice Approved with correction notice issued 572, Permit No. /) 0075 /L ) /1 c,�c f T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, The Chief Suite # � //f 7 3 Date' Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 _ PQMn* C� rd motor C.o1SLIP PLAN REVIEW /ROUTING ACTIVITY NUMBER D97 -0075 PROJECT NAME BOEING 121 -03 DEPARTMENT: BUILDING DIVISION VENTION Ilift)E04 C PUBLIC WORKS STRUCTURAL * Oft 3//11617 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Ri NOT COMPLETE El COMMENTS TUES /THLTRS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) El REVIEWERS INITIAL CORRECTION DETERMINATION: C:ROUTE -F DATE DATE DATE 3/10/97 PLANNINGG DIVISION 0 PVRI . DUE DATE 3/11/97 NOT APPLICABLE 0 DUE DATE 3/25/97 DUE DATE APPROVED [] APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE (Certification of occupancy required. I 'Ifii�y4;b li', ti. �' �`. S�t Nl�lqui '.Yti✓.5%LC,Yrcxc.mr....,.,.... COMPLETE COMMENTS • REVIEWERS INITIAL C:ROUTE -F .....w...�.n.w.a.�vM.fnxpi uni�vm. wAawa..:+ nwr.: �r. xwrvr.... a......«..+,...«... �.... r.. r.. w ..e ...............�............ PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0075 DATE 3/10/97 PROJECT NAME BOEING #21 -03 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION PLANNING DIVISION 0 PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR p L J DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE ✓ NO FURTHER REVIEW REQUIRED p ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL .14 DATE 3 APPROVALS OR CORRECTIONS: (ten days) NOT COMPLETE NOT APPLICABLE 0 DUE DATE 3/25/97' APPROVED APP • 0 i WI CONDITION90 j. NOT AP PROVED (attach comments) f I DATE / / CORRECTION DETERMINATION: REVIEWERS INITIAL DATE DUEDATE 3/11/97 DUE DATE APPROVED El APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Ccxti!cadoa of occupancy rsquirrd. DEPARTMENT: BUILDING DIVISION El u PUBLIC WORKS REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0075 DATE 3/10/97 PROJECT NAME BOEING 121 -03 J DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Q NOT COMPLETE Q COMMENTS TUES /TIHURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF Q (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL 5"/ CORRECTION DETERNIINATION: C:ROUTE -F FIRE PREVENTION PLANNING DIVISION STRUCTURAL El PERMIT COORDINATOR Q DATE DATE REVIEWERS INITIAL DATE DUE DATE 3/11/97 NOT APPLICABLE Q DUE DATE 3/25/97 t APPROVED n APPROVED W/ CONDITIONS. NOT APPROVED (attach comments) Q J I DUE DATE APPROVED 0 APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q (Certification of occupancy required. ) [�: DATE DATE DATE 3/10/97 DATE 3 /III 7 DUEDATE 3/25/97 t APPROVED APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) DUE DATE APPROVED ' APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) p (Certification of occupancy required. ) ACTIVITY NUMBER D97 -0075 DATE 3/10/97 PROJECT NAME .....,... PLAN REVIEW / ROUTING SLIP BOEING #21 -03 DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION ❑ PUBLIC WORKS ■ STRUCTURAL ❑ 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 3— I I -c? 7 APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED WI CONDITIONS ❑. REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE DATE PLANNING DIVISION ❑ PERMIT COORDINATOR ❑ DUEDATE 3/11/97 NOT APPLICABLE ❑ DUEDATE 3/25/97 NOT APPROVED (attach comments) El DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) Fire Department March 13, 1997 Fire Department Review Control # D97 -0075 Re: Rack Dear Sir: Boeing #21 -03, 3417 S 120 P1 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) John W. Rants, Mayor. Thomas P. Keefe, Fire Chief Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 2. In double row racks with heights of storage up to.and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 3. 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 sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 4. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief 5. Depending on the classification of the commodity being stored and the size of the storage area, smoke vents and curtain.boards may be required by Table 81 -A of the Uniform. Fire Code. Contact the' Tukwila Fire Prevention Bureau for further information. 6. Depending on the classification of the commodity being stored and the storage height, in -rack sprinklers may be required per N.F.P.A. 231C. Contact the Tukwila Fire Prevention Bureau for further information. 7. 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. 8. 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 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) 575.4404 • Fax (206) 575-4439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 375-4404 • Fax (206) 375•4439 FROM ICONSTRUCTION MOMT 206 665 4921. • 1997r 04 -04 06t4S Pastille Fax Note 7672 na.011'394s IM,Ir1. Y.x • WwM . CAM -- - —...— �_..__ _..— — —� _� ._ ._._ Company :laralbn Leaden .Fist! -• —'. • •TOIo(ihon;i —_ .___.._.• FviY Ellisport Engneering, Inc. April 4, 1997 To: Tukwila Building Inspector Subject: Anchor Bolt Embedment For Pallet Rack Installation We understand from Mr. Terry Bennett of Hoeing that anchor bolt embedments of approximately 2 1/2" have been achieved due to rebar obstructions for installation of the pallet racks. This has usually occurred on only one of the four legs. The design requirements were for a 1/2" diameter bolt embedded 4 1/2" deep. According to our design calculations, theoretically anchor bolts are not needed. We have provided them to mitigate the rack legs "walking" during an earthquake. Our usual standard Is to request a minimum 1/7" bolt embedded 4 1/2" deep. We feel that if three of four legs are embedded to the design depth, that our design will not be significantly compromised. The fourth bolt, embedded only 2 1/2 ", will be adequate. Questions about this information should be addressed to the undersigned. 0 •4 Stephen T. Kicinski, PE Ellisport Engineering, Inc. 7 92- 2 75— 0111 nlnt 11w. SW. 1i0rh011. W 914$)1O '11:Irplunu: nv< FAX (206) 5AIt 0.1041n) t1'i. iII 'eta lachist - ria Fro r-- -- 0TCC GCL 0•Y T Z 0.140 s6i 1.•■►• 1 n. #093 P.01 /0i Destroy _ 0Roum D'°» RECEIVED CITY OF TUKWILA APR 0 41997 PERMIT CENTER March 10, 1997 Boeing Defense & Space Group'C.. 4 P.O. Box 3999 Seattle. WA 98124 -2499 RECEIVED CITY OF TUKWILA MAR 1 1 1997 Mr. Duane Griffin Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Dear Mr. Griffin: Subject:. Permit D97 -0075, Relocate/Install . Pallet Racks and Cantilever Racks The majority of rack storage materials to be located at Boeing building 21 -03 are . classified as Class 1 (metal tools /parts on wood pallets) commodities. The existing sprinkler system is designed for a .39 GPM over 5600 sq. ft. which will allow storage of the products to 22 feet high in racks. The rack shelving will be "Boeing standard" wire type. Draft curtains and roof level heat vents are adequate for the storage and no changes are required. With the new rack arrangement, fire hose stations are being located in accordance with NFPA 14, "Standard for Standpipe and Hose Systems ". If you have any questions or need further information, please contact me at the, number below. Sincerely, Gary Taller Permit Administrator Boeing Defense & Space Group (206) 544-2975 STRUCTURAL CALCULATIONS FOR THE PALLET AND CANTILEVER RACKS IN BUILDING 21-03 BOEING DEFENSE AND SPACE GROUP DEVELOPMENTAL CENTER SEATTLE, WASHINGTON March 10, 194 20501 81st Ave. S.W. Vashon, WA 98070 Telephone & FAX (206) 463-5311 or 1 (800) 235-5510 • - Mr:"Jam es K. Repass • Repass,&,Associates Calcuiged.By: Stephen T. Kicinski, PE RECEIVED CM( OF TUKWILA MAR 1 0 1997 PERMIT CENTER Of WOO APPROV pR 1 i3/4 1997 DING DIVISION I EXPIRES 8/3/ 1 SCOPE OF WORK Ellisport Engineering, Inc. was asked to provide structural calculations for the installation of pallet and cantilever rack in the 21 -03 building. The calculations are based on the following assumptions: 1. The beams used are 14' lengths of minimum LBC50, though LBC55 and LBC55A may be used. • 2. The uprights are 20' LMT30/15 for all racks with some shelves loaded for 3000 #. The uprights may be 20' LMT20/15 for all racks loaded with maximum shelves of 1900 #. 3. The base plates are 7 "x7 "x1/2 " 4. Two 1/2" diameter anchor bolts with 4" minimum (4 1/2" maximum) embedment are ;;: installed in each pallet rack base plate. Two 1/2" diameter anchor bolts with 4" ' minimum (4 1/2" maximum) embedment are installed at each end of the cantilever rack base. 5. There maximum number of shelves for both types of racks is as shown on the architectural drawing, along with design loading conditions. 6. All rows are installed back -to -back, with manufacturer's recommended ties between rows. 7. The beam end connections are 4 -pin connections with "A" welds. The enclosed supporting calculations detail a variety of design configurations that are adequate for the client - requested loadings. Questions about this information should be addressed to the undersigned. Stephen T. Kicinski, PE Ellisport Engineering, Inc. 4", 24" 24" 30" 44" 44" 6 ROWS PALLET RACK HEIGHT ? 24" 24" 24" 24" 24". 30" 39" 3 ROWS PALLET RACK HEIGHT ? 20' 24". 24" 24" 24" 24" 84" 1 ROW PALLET RACK HEIGHT ? 10" 10" 10" 12" 15" 36" x 36" METAL SHEVLING 4 ROW B I P PALLET RACK 36" x 36" METAL SHEVLING 87' 24" 24" 24" 24" 24" 10 10" 10" 12" 15" HEIGHT ? ‹. ;•-;, : 20501 81st Ave. SW., Vashon, WA 98070 (206) 463 -5311 31 Copyright 1991, Iillisport Engineering, Inc. PE R- SHZLF LiAtb 1 qco* + b 2' 300041 Ellisport Engineering, Inc. 20501 81s1 Ave. S.W., Vashon, WA 98070 (206) 463-5311 Copyright 1994, Ellisport Engineering, Inc, CHECKED BY 1 SKL t t ! ; LL +(I 4- 2 (3vA74 ! ; ( Aac. So% Pgou ! ! FRAmf g 4) +- Ya- qn * (4 OaI.3 ( 4.1)0 FIGURED BY I)ATE SI1EET OF 13640 4.aro ...1••■■■•■• AM 400 rec • ar: . ; ,1 ' C) 6 cu ult. ‘ .0, wxh,� rx cw M. (4.04 L9 %St_ . e! : :_ 24 . 204- : LIPS' 214 .211 .081 11, 75 24 1 sa Los (s4 .1s/ .011 13. S C. 24- 15f. . i(,4- • 1G Z. e), 04? lo 45 ' 24 132 1 toS 131 .131 , 054 1, 3, 24 1 1,(, 113 #111 84- 84 I, 134- • 1 . 0 54- 4.54 (o 13 1, G 0,412 G(,.'S Eihsport Copyright 1991, lillisport Engineering, Inc. Engineering, Inc. 20501 81st Ave. SW, Vashon, WA 98070 (206) 463 -5311 PER FitAest 6PAOS PROJECT axe'- l (yDon JOB NO. FIGURED BY CHECKED BY DATE SIIEEf OF Ellisport Enghieering, Inc. 20501 81st Ave. S.W, Vashon, WA 98070 (206) 463 -5311 . (A DA(.■ D I Gt+,4CeK- !eO (AM A) # 2 NOr146 - E'rttso PM.: 1 4 6 M 11 12401. r 4/.65 /,a,4tr,�z 1 1-42..)(44-" GI tal, Coto m Tral 4crie;» P IA .Fb F� F Ise". Sr a 20.38 Copyright 199.1, Ellisport Engineering, Inc. Gt,s "' ?4•e4/FpAc I . 412' 44'` w (9 .13tt -t C +) (45g- 1s = 13 7 (133 7,4-C 4- x12/z 101 43/152 (.23 PROJECT JOB NO. CIIECKEI) BY Sa.A.M 111 tloow lo. L f ( 33 FIGURED BY 1)Al'E 1,5 vok. 181 ?583 A ,a59 1152 tea 40.3• 144/' MEET OF /V. ; 17.1i4 r S Cogs rc oAfrilaY �R J/ 6{4 Co14M "),, '7toce a H r r /4 PAP7A. // 7 rIr Dowda, h''� 1003 / .157.'• 24.43r 4s 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463-5311 ii).6 l 1)('PC6-6474 fr, •' No; Fr • . ; 0 001 , Copyright 1991, Ellisport Engineering, Inc. kits6 A 4 .0ctioR. 11 •etiC -roc amit, Fpcx44 LA, Li4 fAZI I4• 20501 81st Ave. S.W, Vashon, WA 98070 (206) 463-5311 64k (LBc. !re) CIIECKFd) BY 3, �`�' 4.L• o,c DATE S11EET OF Copyright 1994,1 lIisport Engineering, Inc. Ellisport Enineerin�. Inc. 20501 81st Ave. S.W., Vaslion, WA 98070 (206) 463-5311 Copyright 1994, lillispori Engineering, Inc. LAT JOB NO. CHECKED BY ee , LEc 5S I ctoo 2 I 2. 11 ft 3c 3 34pc•o FIGURED BY Sm DATE SHEET OF P . 5 HCLF 1-0Aos . • T4 3139 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 -5311 JOB NO. A 16" W CIIECKEI) BY FIGURED BY 5'x UA]'li 'SHEET OF. - 1 1 7 - r ti WRetwa Copyright 1994, Ulisport Engineering, Inc. 1n0 k 3 a 61 ' ?5b # /6e - Akt /50 /6 E,v , 4. 00 a, (03 ( 4 v0 o # 9 (A 50 10 Q (2x) Y1(19o44 3 xa) (2 mV ) 4. 6.) 't00 4--+ 3000x.2) -goA 0694, Le •,'D 6 .:- h ' w ) 4 , (K i ' 1,0 $4. y< (t) 0.),,, iw. • / 41;6 • . 0,233 (2 071., lei), 24- . 166 , /.05 i'llk.3' , 60, 084- 1 2.4- 1+2- . /; 141;1 c), t '74- cs, .0/ 2- I 19 ./..' : I2-31 q; 0,44. ir,,,5"cl l 44- 44. !, ,/ . c.;...% 10* i : 1 H. 1.94 - • .°7 I 1.0 •1 .04-i t ( 5-,-1 R-Ac-it. 2. PROJECT Ellisport Engineering, Inc. 20501 81st Ave. S.W., slion, WA 98070 (206) 463-5311 Pga Faro< Copyright 199.1, Ellisport lingloccring, • • , JOB NO. • CHECKED BY FIGURED BY 5 DIVE :;,.•;'• • • SHEET OF •, l•-4.111.. °i-- HIDE Ill fk = )4 4 L M f 3 v 9,< " -IL 4151, /2,v 1 P-AUZ. 2 ( 3000 PROJECT' Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 -5311 ('&L ®/' 6060 /, or = 7+00 ' /P wE 5 Copyright 199.1, Ii1ibport lioginccring, Jnc. JOB NO. FIGURED BY sjltt CI !ECM) BY DATE SIIEE1' OF , Co'''. KS/ off ./ rl PL ioe (4 /'Z = 74-0 6( 2',t5 = 30,3 Pa -- 25R fr - ZA)1 ACG T�da Cow/ C t ' rte- t'_ 1, 33 Fa fib 1 SG 9 I oy' 1 �. -h ._..._- ; = C), 5 ..... (, 3 3 V". c7tt.. 25; en . (so) ate A -- , 851 ,1J2. ,;J' —3 A/4 ,' 714 is is CaevsE' JA!' de~ f L $1.i.) IX 41E1441r Cal-am-4 -p jak4 N CDLHM9 IS MruALO 20501 81st Ave. SW, Vashon, WA 98070 (206) 463-5311 LA 1 1 - ' 1)1P‘Gfr . o. io/r- : CIIECKi:.1) BY Copyright 1991,1:11Ispori Engineering, Inc, 2,14 56,7 v. I,.5_ 14: e6o) F75,4 0 sa , t P4141 Aaky 72, P-6.5;Sr SugAl2_ A/uL Km) -1#16 5LA6 FROA1 FIGURED 13Y 51k, 20501 81st Ave. S.W., Ws/ion, WA 98070 (206) 463-5311 1 L el - ' • 7>• M B CND! nI4 (LBc. ro) M c.CgArrER. 614 1/4,y -rt.35pecric;,J, `. LA P. • Fa AAA C . FIZA /AC cid.. Copyright 1994, Ellispon Engineering, Inc, Inc. A 2..2-4- Ci JOB NO, CI IECKT.D BY DATE e s ( (ex.+. ■5= 14 . I " s, t` 2 4)1:1',.., • • 2 ( loa + I Sicto ( 4 0 I 1,11.(• • SI1EET OF L. 065j 3 144. 44. 4.4. F ir 3o ( Ott (-0("rt AODE4 SMES,ses Re^ Ellisport Engineering, Inc. 20501 81st Ave, SN, Vashon, WA 98070 (206) 463-5311 4S LeAsr CoLl414 LAT 2e, A .c,10 ;4 lir 46s/ 4:0 r= 1114.5" kv Copyright 1994, Ellisport Engineering, Inc. • PROJECT OINKED BY RAcv_ oftva JOB NO. FIGURED BY ! L. EA9r hiA Lc.$ 1.1 4,4 1 1WrE SHEET OF .20501 81st Ave, S,\V, Vashon, \VA 98070 (206) 463-5311 ic. PROJECT CHECKED BY • • DATE suEET OF • • : • Si4ELE BEAll `Pk = I 4. ' levo • 133.0. 3 3 eV' C0656 • 14•1 moomaorma.... 7 3 5"t 4 1 12..[Zeiv)( -I- %i(otapsci)...1 = 4 2.5 4c Copyright 199.1, Ehlisport EnginccrIng, Inc, t. ti t. UA hx ( (AA (k1 (it)* hx arc. -IN) 46 4 Wkhx F><. (it Mer- (JK#r.+) c 24 101 1,05 It14 , 23 ,c5e14 1110 .4 I(4 1,05 113 . 20 , 063 i3, 7 24- 141 I, pC 149 .11 .0 i v 9.1 24 H/ I A5 1 .14 . 050 C $ 2# g 73 i.a5 d i% . I I , 04( 4 { 3E Gcl 1105 1.7- . ©8 . .033 'Z, 3 39 31 lic5 41 .05 .031 0, g e54 " ©,qs "',409 6Cil ' -/4 Ellisport Engineering, Inc. • 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 - 5311 Copyright 1991,1i1)isport Ja)ginc cring, Inc. PROJECT � JOB NO. FIGURED BY CIIECKFJ) BY I4tc M h £mac h,� I)XI E SUEZ OF Ellisport Engineering, Inc. 20501 81st Ave, SW, V,ishon, WA 98070 (206) 463 -5311 Mc,L * • 4'1 )4 20 r Inc. / 014 = 33,5' 2 Gtkett 6.06,10 J PA CIIO.J 4 t -Ch '. 1 3 3 2Grt 64 , &,)R 5� Copyright 199i, Ellisport Engineering, Inc. Fl: -415" 20 it -1 O. 3 JOB NO, CIIECKI I) BY GbLt AA) tEll OD(t - Po12tAf. fric-nist p" r!4, 7 Y2 ue. = '1.3 5 " P : - = cot, 7, 5114 1, 33 - Ay . := 14,1 531 a= 24%44" I.— FIGURED BY DATE SHEET OF 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463-5311 tit/ Adi■ ( EC'r '1 14 1 . 1 11 I •. Copyright 1991, Ellisport lingincering, Inc. us k, 4 c ■40 AownS - r Pe..rt:sr A.-OZ iCEEP Rom- "4.4)/ 20501 81st Ave. S.W., Vas lion, WA 98070 (206) 463-5311 '13 Ok M e0T)1 fsc g. Ets -TA) SCE ene;,4) tit., WL AtA ,6 SI E FAN4 I-AreCAL FPAAAC i I MC4drER. s- bM 3 Trp, 0 144 L CE erra tt" g hemo , tki sime.mommllig A,c, &to FA A m Copyright Ellisport Engineering, Inc, I o l • 2.0 tm )(141(12.) el IC. CI I FA;KEI) BY 1)ATE SIIEET OF 4-,53 It L PROJECT i� " Pr 3, Fitt+ �.' i t�6`" c�INF a tXi` I�`. 4t6 ?z�COx ^wf�vareniiauavw:&+rrinc. Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 -5311 4 SC L AST Cot M. L T 20 A= .618 ( .551(; r= ICI (.S" 5h ‘u' Copyright 199.1, Ellisport Engineering, Inc. 24" 24" 24" 24u ' li lt JOB NO, FIGURED BY CI IECKED BY Igco# Lac lac 5S A op. 1°I0o C. lac- Scs A7 I o 19 o 14' (As€ LEA Sr a €AM LBG 5c ) ' 046 1rJ DATE SIIEI:P OF 20501 81st Ave. sAy., Vashon, WA 98070 (206) 463-5311 (6iA (C Lexal Di ;j4 FIGURED BY SpL DfirE SIIEET • OF Copyright 1994, El !Ivor! Englocering,loc, L64‘- D � h x la) 11 )( ((i4 (.0K ) WK k K C AL. -IN� F. (IC) MoMar vg - G4A4 _ � rl 24- 1407 t,o5 211 o,24 0, 011 1541 24 1 83 I,oS l'3 2 0,2-3 ©. eGe• (2, S 24 1 c9 1,05 10 0, 20 0.059 9,4 24-. 15' 10o5 142 42 1 1 7 0,09, (t1,8 HI Ili I105 (lei o,114 0 4" 035 6 e' o 4q, z h «K. Ellisport Engineering, Ine. 20501 81st Ave. 5,W., Vashon, WA 98070 (206)'463 -5311 Copyright 1991, Ellisport Engineering, Inc. PROJECT CIIECKED BY 244 cu. 4- ./I et oc JOB NO, FIGURED BY DAIS: SIIEEI OF Ellisport Ellgineering, Inc. 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 - 5311 P M MI. III tAR M. Copyright 199•(, Ellispori Engineering, ilk'. PROJECT 2a 4- /q JOB NO. FIGURED BY 5 CIIECKED BY IWIT.. SIIE T OF 5, 3 ____ 12.) - 1.0 >> FSµ 1.5 4-9, z.. CDLU M A Tic dpf 1 '` pc Ertk ,. r" t t rA• 0 PA4.+4.4..: IO 5c4- Z . 401.(441,91 lri = +q 12 7c ?. F:- 2' L --s 56; ks� 2 -1 V- 0.5" 4; i‘j. q. 4gs. •k• te-L r CO (1104 r els '7 (5, g4 riv xx . tikiC4 Cot,glio iNilf.AkL 4411 rtc Fb + �`° = t 3 7 1,33 /% 6ur isle 30 20501 81st Ave. S.W., Vashon, WA 98070 (206).463 JOB NO. FIGURED 13Y Cl IECKED BY silEET OF Copyright 199.1, Ellisport E»ginccring, Inc. ell s k. )( ( set ige /4Pr 741,4 (A se' . Ai.oc400._ 2-E51 s r St.; /4)c AA)41 •rw PACit FAD/1 At) AL-Xi:44. , 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 -5311 A ND ,r...- = 4, 53 K s L; C: ,1 J0B NO. FIGURED BY 574. . CIIIECKIa BY DATE SIIF.ET • OF zw Z E c nor`/ / ' 'C w (TK ADN f/V S s s FA M (-Am p& & Fr A il" r raerdlr- Ara FRAME Copyright 1994, lilJisport Engineering, Inc. 4h : 4, �' j BEAM SECTION PROPERTIES PREPARED BY P.s. ?lingey DRAWL* NO. -' R�1 DATE 14 SEP.'93 REVISION NO. DATE BY MODEL ebm C 2 = p C I In s Ina r In • ty In Sy In ry In AREA In 2 LB020 .075 2 .75 .2928 .274 .716 .6033 .4133 1.031 .5718 L8030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 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 4.6437 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 _8C55A .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 1.4517 1.049 1.995 LBF356 .060 3.5 1.5 1.2039 .6277 1.274 .7576 .5097 1.011 .7414 L6F354 .075 3.5 1.5 1.4739 .7699' 1.267 .9284 .6242 1.006 .9181 LBF404 .075 4 1.5 2.0512 .9481 1.437 1.0635 .7190 1.035 .9931 LBF454 .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 • "he .xf £ ill biFfi "a!i'tMK>x +n!eciscmveAyin. new. unernl.. wudMS. sara.• xirir: uepM:. atae:. a4: �r. �s» �matmmnva��Mmw nii. �nlrwaw =w++nrvnnn 4+.mo- � oefmrwer. " m+ Sar ernsw4Vswm+nnama • rqC ��.�aii�iL•i.� ..�Ss'�2,�:;xYar ; ;.uzY,;; PRAY" COLUMN PUNCHED ... X 13 BACI - P COLUMN UNPUNCHED X COLUMN SECTION PROPERTIES PREPARED BY p.s.7'tnjey DRAWING NO. R - 2 1s r1.'92 REVISION NO. DATR BY A 15APR'93 PST MODEL t In H In B in X In I In S Ina r In Iy In S Ina ry in AREA In 2 LM15 .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 .557 1.165 .618 LM30 .105 3 3 1.45 1.373 .915 1.249 1.164 .752 1.15 .859 LM20/15 ".:75 , 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 LM20/20 "1 3 6 2.714 2.222 1.481 1.268 4.701 1.431 1.845 1.349 LM30/15 3 4.625 2.789 2.126 1.417 1.23 3.052 1.094 1.473 1.384 LM30/20 ' 3 6 2.951 2.568 1.712 1.262 5.45 1.788 1.838 1.590 ' ' 3 6 2.98 1.986 1.2 6.387_ 1.94 1.839 1.875 _2.707 ��.�aii�iL•i.� ..�Ss'�2,�:;xYar ; ;.uzY,;; PRAY" COLUMN PUNCHED ... X 13 BACI - P COLUMN UNPUNCHED X 20501 8Ist Ave. SW, Vashon, WA 98070 (206) 463 -5311 CHECKED BY Copyright 1994, Ullsporl laiginccring, luc. eermg, Inc. 20501 81st Ave. SK, Vashon, WA 98070 (206) 463-5311 CHECKED B DATE •• Copyright 1994, Ellisport Engineering, Inc. T›, ON'-1 . # ..._..: .1 62.11 J----• _ '"4 I • • i: i " ! , . : • • i • i: . • .'. 1, •.:: '' ' ' AVP . ".1 . I att 96, • : •." ' ' ' • ' it - ( 1L. UZI, q6;* -...'•11'4..1i.jiLl—, •11.4 . C16., 20501 81st Ave. SR, Vashon, WA 98070 (206) 463-5311 Copyright I 994, lillIvort V.:Wiwi:ring, Inc. CIIECKEI) BY Sill:El' OF FS, 6...g 6 — 54- r E3c.( sz+ 144, fiks++ 425-fr 44( i,S o - 5#I # 54-7 No WP .(I f3C AA)cy 0 as alcmitui (AMA: CM 66e, 20501 81st Ave. 8. \V., Vachon, \OVA 98070 (206) 463 -5311 JOB NO. • FIGURED BY CIIECKEt113Y Copyright 1994, Ellisport Engineering, Inc. . - 20501 81st Ave. S.W., Vasiton, \VA 98070 (206) 463-5311 .. , 4;r! i I 1 1 1 1-7 1' - : -I: 1 ' ! . ' - •: , i 1 .1 . i• 1 • ' ..i... , • 1 c4Ptecits 4.. , • -, ., , , i:.I LI .1 - •I• H. l• ! 1 ••1 -.' r . • 1 ; , ; 1-• ,•• : ,..; , , , • : I ‘ • ......; i•-., .L ••I•• , ...1:.•,-,-i-l•- I 1 . L . • ', I .- i: 1 • • 1•: 1 •.• • !I i I I I I ! 11... , 1 1 ! I • Ellisport En eerin Inc. • 1 1 •.• f • 1 -- 1 1 I - I ' • • . "i• • • : , 1 .1 i ! i I ; •• • • • i• -- : . ••• • . • : ' 1 •• ••• • I. ! 1 ! ! ! ' ' * .1 !, • I - ! i i 1 1 . ! .1 .- - li -1•.'.... l• •.• • • c I I I i -- • 1 ..1 .1. • - 1 ..- i' '1 1' - ' '1•• • (; 1 ' • I ! - 11 • - : . 1 ... 1 - ...... - ; ' I - ; , -..,, i 1 .• ., . l 3 !,- ` I I, ! ; : . - • 1 -; , ;., . • 1 - :1 ; - 1 I •,. i .1 • . ; - -1 • • • : - ,1! !•!• , 1-- 1 1••• !-- - 1 -- 11-- i ; •• ! I • • I • I • ' I,• ' ' ; ' 1 ! , • 1 ' ; i 1 1 1 I • - • I .1 .1 i !• ! I i • I 1 'I ' I 1 ! 1 I 1 ' ; I i • 1 I .* • i 1 I ! -/,5 , - ' ' ! ' I • I - • ; 5 i • ; I I • ; I • ; I ; I Copyright 1996, lillIspon Engineering, Inc. JOB NO.' CIIECKF.1) BY • I ; ! ; ; • FIGURED BY SIIFET OF CAAri t, tJE2 Q>AC PROJECT Ellisport Engineering, Inc. 20501 81st Ave. S.\V., Vashon, WA 98070 (206) 463-5311 750 3c." Copyright 1991, Ellisport linginrrring, inc. 3Gt1 3 6n JOB NO. CIIECKFJ) BY 4/ h j (rVO) l^ • FIGURED BY 5 DATE SIIEE I' OF / 411 Apa ARAG,E AVTEkr✓Rr [3Ays °'1 41 • . • • . • • • • • T. `7 • J013 NO FIGURED BY 20501 81s1 VasIton, WA 98070 (206) 463=531I • f - • • . • • • • • • '• • • • Pi "-•'''-'• ; , .71 ; Copyright 1991, lillisport Engineering, liw. • Ellisport • Eiiineerin. Inc. • 20501 81st Ave. S.W., Vallon; WA 98070 (206) 463-5311 tk- +(- ter egtat: cfm. U- I •) 130' • 15 Al 43 30 21, 421) • ' I , • • • • • • . • • 6-e(e `L) (c-e • z• /4+ , 1 D4 . t‘e Copyright 1994, Ellispon Engineering, Inc. C A 97 L.E.0 Ea. pRojEcr JOB NO. FIGURED BY 5rt C.11E(;1(.11) BY DATE SI IEE1' OF F5 6 IS) - 641 • (36(l qz+. I 54.)+,‘414 (12v +84-1- 40),16,5": 54.T C1,3] r 0 3 C. 47 5.04 T asS s - r = asp* ii a tAPLkirt / aA5tt,1 IA 1.44.4 y ontic, e ttc44 C- 4' se. 4 EA4664 E (b) (; to t,(1.10 AA) t-110 RS 20501 81st Ave. S.W., Vashoit; WA 98070 (206) 463-5311 1 cbt:t.4)A/1/41 coett: - - 1 1 let" f CI IECI1/411) 13Y SI IF.F.1 OF Copyright 199.i, lillispm1 iingi»vering, 20501 81st S.W., Vas ton, WA 98070 (206) 463 -5311 i .. I to I. i i . Copyright 1996,1JNsport I iginccring, Inc. CHECKED BY Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463-5311 : 41.1p6 C, Copyright 1994, Ellipon Dglnecring, Inc. ' if ARm • tr 13' 4 If 'TYPE C- ie*. ssAr(E " . • PROJECT JOB NO. • CIIECIOD BY . c Reet4. * 3 FIGURED BY DATE SIIEE1' OF JOB NO FIGURED BY Sat. citEcp!iy DATE • SIIEEI OF Copgigin 1 99I, Effisport Eogincering, Inc. • 20501 81st Ave. S.W., Vashon, \VA 98070 (206) 463-5311 o C eete, copyright 1994, Ellispori iinginerring, .1 T "1"c• . • CIII:CKI BY twrE SIIEET OF • fAiA (ri)(70,40) - .4fr ' [.13a(I (S + • 0/ (12o $44 44:430,5 st EP. )ey (430 Veep a>40“re 60e.:rs • •fiew e4D p &ME JOB NO, , • . • .„. • • 20501 81st Ave. S.W., Vasltott, \VA 98070 (206) 463-5311 , Cr: &L.( )A A (ej ; I . 1. ;! -;■ j:•;, bA.56 Te5i opt.' sport ngineering, I CoLum.t1 M (ea" -- Copyright Ellisport Engineering, Inc. CIIECKED BY • MATC1-1 i$A3e CoLvi tk")(!I50:i DAS'E LP" 0( t- DATE • SHEET OF . • Ellisport Engineering Inc . 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 : • ,- t . T . 7 10 I' i I . : i I . -', - • '.. i 1 - I - i . i, ; i, I ' I - Iyi • • • : - i• •- 1 ' I 1_,',1 , ,I, j., •... - • I ' t• • • • -; ; .1. I 1 . ...";- ; ' . • t - I ' - : i 1.• • I . . ; .. I :, I • ! . i 1 .' l• . 1. i •„ i• • I i i !.•' i 1. - .1 - .r -:*..... ...„.. 00 115 i ,, : • ..&.v _ ., , ,•: 1; . i ' I ; : • I i. i I • ,:i: 1 ' '. ' 1 ,1 - 1,1 1 It' : 1 - , 1• , 1 . ',' , J „ , .. , ' , .1. ,.. , A. 1:: ,I.- 1 • I 1 ' 1 - ' . 1 . 1 • ;,, /. 3. ,, ,. ,...1 .1,„ I-1.1 t . , i I i . ; ;. ' ' ' .' , : ..„..! .t ,• ; I 1 . 1 .: :. .'..1 I t . ..; .•.. . .: - . • ...1 . ' - ;;' : ; i ; ;; ; A 1 1 1 - 't I : I' • • .1 • .' . ' : - ; : ; "' : : ; ;, 1 • t ; , ..,.. t / , i ;' ; ; •.1 I .1. 1. . 1 - .• . •. : • I i .1 I I • ; ; : t • ; - : ; 1 • . 'i 7; • . • ' ;: ;;; 1 -• • ;'• :: . • : • •::i • 1 .;;.- •.• ■; ; :;." .; 'I 1 1.1 1 .1 1 1 1 1 . ;... .;,: ,, ,,;::,t,; i• '; ,. .; 1 I 1 .1 '1 '; I I I 1 . 1 . - . ;.; ; i ; I : . '' •• ' ' . - i ; :. t •: I ; I : 1 ; •. 1 . ;' : • ; 1 / ! 1 1 I H. ' : ; - I . 1 ' - 1 1 ' i ° 7S ° . i ' ; I ; • L,1 1 • I „ , I . I . ; ;I i ; • • 1 . t I t i ; I t f 1 C:opyright 1)96, Ellispori Engineering, Inc. • I i 1 I I I ; ; I ; I ! CHECKED BY • • : HATE SHEET OF • Location of Contents weight of the contents of the rack and its dead weight as described Immediately above. C Is as given below. APPARENT ACCELERATION OF CANTILEVER STRUCTURE, C Z. For Design of For Design of Cross braces dc' Columns, Connection Rack Overturn Base Upper 2 Levels .17 .22 Above 10th Storage Level .135 .18 10th Storage Lev. do Below • .12 .18 5. Wind: When the cantilever is to be stored out of doors, a horizontal wind force of 15 pounds per square foot shall be applied to the. projected vertical area of the rack. The projected area shall be considered to be 50% empty. i 6. Overturning: Racks shall be attached to the floor by a mechanical means. Minimum fastener skze shall be 1/2" in diameter. Base plates through which tie -down bolts are placed shall be at least 3/16" thick. The floor slab to which the structure Is connected shall not be counted upon as part of the weight resisting overturn. • 7. Drift: The movement of the rack under seismic loadings shall be computed as if by an elastic analysis. The elastic analysis of the seismic resisting system Abe made by using the prescribed seismic design forces of 2.6 and_considering the rack fixed at the base. The seismic defl ons are 1.25 times those elastic deflec- tions. Where applicable, the movement in the structure shall be increased by the Incremental amount relating to the vertical load times the seismic deflections. D. Installation D180- 14302 -3 Cantilever racks shall be installed as called for by the design. 1. Standard OSHA Caution signs shall be placed at each end of a cantilever rack with text to read, "MAX. ARM LOAD XXX LBS." If more than one arm load Is used, each and every arm shall be marked with the load conspicuously displayed. The tip of the arm Is preferable. In this case the caution sign shall have the text "MAX. ARM LOAD ON EACH ARM." Volume I r..n�i A _ 1 I Dario IA B x D Type (In.) • - j.1: • X - XA`(IS Y - YAXIS t Net Wgt. Area SIn.1 WIT.) (In. I (ln4) S(tn. r(In.) v(In.) I(In. S(In. r(In.dxsin.t IS . 5 -1/8 x 4 9.2796 2.1680 7.4398 2.9033 1.8525 2.5625 1.4657 2.0000 C 8 x 4 1 .5388 3.768 • 28.33 2 .0 1 ►. e 2. 20 It` .il .01]00 •aalt . 91 ll�rx .4 • . 099 • p t Z 2.0001 .i :) E 10 r. :: •• MIf•1 +M i C 13 -1/8 x 4 .188 23.8184 6.9672 111.0124 16.9162 3.9917 ( • 1•.72 0 8.3620 1.5493 2.0000 - 8 x 6 • . .r ,nitIIa "J '1P *MT"EIIu2srh .9190 • t 21.19 .2 3a!! UM 10. • 1 I. i3 Clfl, 15 -1/8 x 4 .188 .090 30.697 lingialliMMI 29.79 3. ; .4Qt?0 F350 13 -1/8 x 4 181111111811111111111111 1111111111111.11110111111111111111111111 27.6796 7.5780 127.5560 19.4371 4.1027 6.5625 8.3874 t , �....... 4.1937 1.1068 :2.0000 F5004 •1/8 x 4 134.6796. 9.6280 219..248 29.0148 4.7739 7.5625 11.4474 4.9130 1.0904 .2.0000 F130 17r 18 x 5 41.0796 11.5160 345.2300 0.3188 5. 748 8.5625 1 .0174 5.60 0 1.1032 2.5000 ': `•? a1 7 .7! of rq ft '3.17 44.7 7o t I g V.di'ti ., c., �• Ij 5 19 0. 'T 1 . .1 r ydunl� -j At, ES .1 S T A N D A R D C_KN T I L E V E R RACK C O L U M N S . uoPas►.Tn6 • TY PE UCh & ',E" . 36 kS1l -.._ . - s •b .7c36 Ai. C 1<S1 Pp /V • ; Oct; • fn . a 2:15:1 .TYPE "Kn Of 2'. Jr - 17.51 T YPE F350, _F500 t F770 1I . 9 ;gt� ( 4615 - i 1 y?� E•111c.�_y.vc,�4 I. 91C. f'tzoo Li 1S 1 /a' b? Of) - 3 .77 0 - • F331) l 110 • 8 In. 0 In. t In. c Area In. In. X AXIS* Y -Y AXIS (In. 4 ) _ S(In. r(In.) I yon.) I In resnimmem Type At Col. At End t 3 -3/4 .7208 .5314 -- .8603 .8917 2.1639 1.1541 1.4906 !.8750 Q la 4 2 -1/4 2 -1/4 .105 .875 .9739 1 -1/8 3.7769 1.8789 1.5485 1.98 8 3.4349 1.8439 1.4768 1.86 82 4 3 -3/4 • .105 ..- 1.5750 1 -1/8 3 -314 .135 -- 2.0134 4.75941 7.9720 2.3764 3.1838 1.5375 1.9972 4.4174 2.3338 1.4812 1.8926 1.8284 2.5039 5.4684 2.8891 1.5143 1.8928 5 1 -1/8 3 -3/4 .135 112111 2.3847 2.6378 12.2908 ' 4.0416 3.0411 6.1849 3.2676 1.5312 1.8928 6 1 -1/8 3 -3/4 .135 _F 3.7769 _ 2.1586 1.8789 1.5485 1.9898 3.4349 1.8439 1.4768 1.8628 DM_ _ 4 3 -3/4 3 -3/4 .105 1.5750 4.7594 2.3764 1.5375• 4 . 4 1 7 4 1.9972; 2.3333 1 1.4812 i 1.8928 D O 4 3 -3/4 3 -3/4 .135 2.0134 • DE 5 , 3 -3/4 , 3 -3/4 .135 -- 2.3847 7.9720 il 3.1838 1.8284 2.503995.4(84 2.8891 11 1.5113 1..8928 f OF 6 . 3 - ' 3 -3/ .135 -- 2.6378 ?2.2908. 4.0416. E 2.1586. 3.0411 1 5.1 °4 9 3.26761.5312 1.8928 y J x TYPE "B" ARM C t ' STANDARD CANTILEVER RACK ARMS 8 * NOTE: Properties computed based upon crass - section at end plate connection. 4d Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463-5311 C LAB q0R. Zn CL 154i3 LAD (Ad' ,v4 Copyright 190. E1I1 purl Engineering, lne, 7" jack PIAA c if r�► G, ��c �1'c'� ?AA* (.c. :34 cewr = 4 4- la. Ama.. tt PROJECT JOB NO. CIIECKFU BY bo 2 ) ( ti -r3.5) 4 " (143,03 = 42 2r • v 3 0`i` FIGURED BY am. UAI'E SIIEGI' OF Q u / , a /, A.)0 G X' 200 /2 u G. q Wt~4 = ✓.. [ x 1 + ZA 5ascoJ l it g 340o P (.E S uPFbV STALIC r(i QAL i L.r. 30 pa ps; G o K si t,4 D A— 1,1 L - ►,4C, G) + i.7 (3,4 -) ( (44-D+ Wit- 4.1, I t) S (3,g1-) = `7 °� 4.0 o E R . o s Vow 04,5 44.'x' r bcd o S q- 3�0 *ti CG) = 4( f-1 `` ? 1,64(4' a- 04tv 51aC SLAO iS Des,GNge) Z. -' / ,ANA AA' ptA N c v I,J e 5fu gAr.- i k't' 11' ' c �(t ANCHOR DIA. (tncM+) DEPTH EMBED. (k M.) r'. • 2000 psi r'. 3000 pal P. • 4000 pal r•. 11000 pat Tension Shoot Tension Skase Tension • Show Tension Slaw WNW Sp. M.P.. Without' Sp. Ingo. Wi th sp. Snap. Without' S. I.P. Wkhr Sp• ltip. Without' Sp. insp. With' Sp. lnea. W l ou 3 Sp. M'•P. 1 /4 1' / I /a 250 W 400 310 155 400 , 360 180 400 440 220 400 1 /4 440 2 525 265 400 550 280 400 590 295 400 625 315 400 1/4 260 31/4 • 625 315 400 625 315 400 625 315 400 625 315 400 3 /4 825 1 500 250 925 615 310 975 710 355 1.025 800 400 1.025 3 /N • 2'/_ 1.125 565 1.100 1.210 605 1.100 1.290 645 1.100 1.450 725 1.100 3 /4 625 4 1.250 625 1.100 1.300 650 1,100 1.350 675 1.100 1.450 725 1.100 1 / 3 1340 2'/4 1.100 550 1.810 1.230 615 1.840 1.365 680 1.840 1.625 815 1.840 t/2 2,000 3 3.750 875 1.840 2.000 1.000 1.840 2.250 1.125 •1.840 2.625 1 .315 1,840 '/2 1,075 6 1.950 975 1,840 2.165 1.080 1.840 2.375 1.190 1.840 2.625 1.315 1.840 3 /a 3,125 21/4 1S00 750 2.875 1.750 875 2.875 2.000 1.000 2.875 2.500 1.250 2.875 3 /a 3.000 4 2.250 1,125 3.125 2.670 1.335 3.125 3.090 1.545 3.125 3.925 1.465 3.125 3 /4 1.715 7 3.000 , 1.500 3.125 3.250 1.623 3.125 3.500 1.750 3,125 3.925 1.965 3.125 3 /4 4.500 3 1.850 925 3.875 2.175 1.090 3.875 2.500 1250 3.875 3.000 1.500 3.875 '/4 3 /4 4 2,750 1.375 4.225 3.875 1.940 4.225 4.500 2.250 4.225 5.500 2,750 4.225 3 /4 4 '/2 8 3,750 1,875 4.225 4.625 2.315 4.225 5.500 2.750 4.225 5,925 2.965 4.225 I 4.125 4 3,125 1565 6.625 1800 1.900 7.125 4.375- 2.190 7.625 5.250 2,625 8.625 1 2.625 6 5.000 2.500 8.625 5.815 ' 2,910» 8.625 6.6 3.315 8.625 8.250 4,125 8,625 1 9 6.250 3,125 8.625 7.190 - 3595 8.625 1 4.065 8.625 10.000 5.000 8.625 ‚Ii DEPTH EMBED. (Inch's) P. ■ 2000 psi r, a 3000 pe P.. 4000 psi r'. • 6000 psi Tension Shur Tension Smear Tension Shear Tension Shear With' Sp. Insp. Without' Sp. Insp. With' Sp. Insp. Without' Sp. Insp. With' Sp. Insp. Without' Sp. Insp. With' Sp. Insp. Wi hout' Sp. Insp. '/4 1' / 300 150 525 315 156 540 325 165 550 350 175 550 1 /4 2 440 220 550 520 260 550 520 260 550 520 260 550 1 /4 3 520 260 550 520 260 550 520 260 550 520 260 550 /g I i/t 400 200 825 460 230 950 515 260 1.075 625 315 1.150 3 /4 2 875 440 1.250 1.025 515 1.250 1.175 590 1.250 1.350 675 1.250 3/a 4 1,000 500 1250 1.250 625 1.250 1.350 675 1.250 1.350 675 1,250 1 /2 2 800 400 1,700 1.000 500 1340 1.200 600 1,775 1.250 625 2,085 1 /2 3 1.250 625 2,085 1,625 815 2.085 2,000 1.000 2,085 2250 1,125 2.085 1 /2 6 1 .375 690 2.085 1,765 880 2.085 2.150 1,075 2.085 2.550 1.275 2,085 3 /a 2 1,175 590 2.625 1.500 750 2.875 1,700 850 3,125 1.800 900 3.125 3 4 4 1.750 875 3,125 2.250 1,125 3,125 2,750 1 .375 3.125 3.000 1.500 3.125 3 /a 7 2,250 1,125 3,125 2.825 1.415 3.125 3.425 1.715 3.125 3.425 1.715 3.125 3 /4 3 1,450 725 2.700 1.825 915 3,100 2.200 1.100 3.500 2,450 1.225 4.500 / 4 4 2.350 1.175 4.225 3.050 1.525 4.365 3.625 1.815 4.500 4.375 2,190 4.500 3 /4 8 2,750 1.375 4,500 3.625 1.815 4.500 4.250 2,125 4.500 4,800 2.400 4.500 I 4 '/2 2.925 1.465 5.700 3.625 1,815 6350 4,325 2,165 7.000 4.500 2.250 7.000 I 6 4.125 2.065 7.000 6.000 3,000 7.000 6.750 3.375 7.000 6.875 3.440 7,000 1 9 5.250 2.625 7.000 7.500 3.750 7.000 8,800 4.400 7.000 8.800 4,400 7.000 Page 3 of 4 TABLE NO. 11-KB-f CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds) TABLE NO. Ill -AISI 304 AND 316 STAINLESS STEEL KB-II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)t• Report No. 46: 1 11te tabulated tension and Shear values are for anchors installed in stone - aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. 2 71tese tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code.. 3 These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. *The tabulated values arc for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. 'The tabulated tension and shear values are for anchors installed in stone - aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. 'These tension values are only applicable when the anchors are installed with special inspection as set fonh in Section 306 of the code. 3 These tension values are only applicable when the anchors are installed without special inspection as set fonh in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. SO/SO'd t790ft TI/Nroeg COL.UONN (EE Pb.LA44) (4) skItt EfilbErp L E...CA1 E7C-Ti . mwmime..m.m.■*■ • .. •, Pi McN? o" Izet SS9 9 te)N. 4.11 se 4- ogN• 11,014•61PIIE • t„4 WIND p *4 1rd? lb (4) it CP ern, • r ' • ' 114011 101.1.0rWIS1l0O: Hiadd �� �.i } a t y r > �.; " • yL F,•: �4iF ^i..� ., . A,� .,i;,VP "'r�.w:r''.4 ,� � c �:_ f'r+ f. ' } "rt S �,.:. ,� y .� } "�n y .... 'Y_. „ ? ',X,. ,L,x� .3~ ��,c �+•",'��'i�1�i.r�S�. s. �`� �f��. �• �s+,�gr.L y t�.A;' �M.� .+ �4�' H �. -' �:. t.. • • flx?e F(144 4 Est • • _ - - w O tt. — • e w _�. -- - . Ems.} 1 .Ia '- • -•. I at -G . • 1111V - rivat ^fit � -�,- ]•.� _� • 1 • I t - I • ' CAST 0 (.l Q 0 St Ci 4- 0 a r;;s�, : ,fir• =a . ° v; �a;" `'� 33� '•$Xv� n`idr4 ^2�, ,.� ��� • s• 6 �`+ a4j+ d�"'' �t' �� +•�= uL;'Yth!�%tiix......+a & tn 0 a✓ - i • L"4Vi ; v . i..•L,) P I I'1L 0 w o , , w 77 0`S • a• CSI len oc Q SD H15 C .o • SWUM PERCENT-A AT SECTION 50 Reminder 50 Minimum bend point locations and txtensjons for reinforcement In slabs 3" Yax-- 1 silos' O.2Sj 4 ‚ :4 ti C�� i ca . &'T, - ;": 7 fiYACHsTin'iuYY(lY.r\r.:kiwun:a .•. : i' ' ` : S�. :491eI'l. .. •'.• ( .• 1•. 1.1.I • •Y+wW.:n1•x..... ....m•a.ww•∎•* •••..r••.. w.. uw. vwun. r.w. r•.nw.wu∎.«wI......r•w.»r•ru.••■ • cc • rr L I' ►••I E . (4j V3 t 1 i t;'] t--- --- 1 r1:'1 frll 11 tit:1 [ '3 3' -4 3/16'1 R 4 t} Gt 0 a I d • 4 • C : • ricitikEo By sliF.ET OF Eill • eermg, Inc. 2050 8 st Ave. S.W., Vashott, WA 98070 (206) 463-5311 Copyright 1996, Ellisport Engineering, Inc., I I 1 I i I • , , . , ! • 1 1 ; •- I ; • , :.• 'I: ' -„' 1 ,.. ,. ,,. , I . '. . l i i ! „ • . ., , ...:,•, : . i: ' .• 1 ' .:' . . • 1 • - • . . ; • . • , I I . I 1 : •-• .. 1 . V •. , .. . ',I • • • , I 1 I " ' I 1, , i • . -1 ! I i ,1.• I i . I • ; it i . ", : ! • : ; : ; ; . , . it I ' 1 a PROJECT FIG. BY CHECKED BY DATE • - SHEET_ OF -- (2.E•usE 4EcE DerA(4 I vA-R -I Es — ril e b l -o srk1r a e litiog-ci PIT —k- rx..n...«.,.,.w.mn. retre�aei+sVnir��� . r .. i.1:r .01.1.4.1.JMAU vYrL) ti.4 ailln:4M1.1v.W.t.l11%10WaaaL.L.iJ.1.YU:1lOM11W Ellisport Engineering, Inc. Lob MEfkt... 1 C 4 1.6 -35 fo re Wl GQ-oss - Ais LE Tie B eri'M 6 2AcK-ETS CROCS- kl5G6 T gE s Acer'ts • 1. amiss ,act,E ne g>v s k e - t : ( - O 't e, TO P 0 r CA-CH U -P XJ.4 t4T o r Si ku t,C Q-0 A-r ILS 2 12( (l. .J P CL2 99-t4 q r ••' 18" f •." T 6 of t194I6rtr + o,lE nn -KVA µ-T 1 1 ABLE (1 1 o 6 vC12'/ vest! G 1 1Oc.P 'l Ob-I g rr T ■,tg ..J A t, 04%.4.15' SNoA!k1 Avs g -' GP c. Ic reQ (I.A.4 1(800) 235 -5510 e 4444t-r; •444,e itovki on 'tie 20501 81s1 Ave. 5.\\! Vasirnn, \\'A 98070 PROJECT FIG. BY • CHECKED BY Re uW (( Ce Dc-r,4 i� T Ellisport Engineering, Inc. y-" NAlki 1 MAX JOB NO. DATE , SHEET_.. OF L.MT3 ueR- 4C-41T COW.' -J 2AC K. k,d6140g E. AE-Tk1 L 6ASt Pt ?e'1 )1 v 4/16" 0+014s t3Z 1ST SLI 6 1(800) 235 -5510 20501 8Ist Ave. S.W. Vashon, WA 98070 l 1' I t Da t web bye. pow.) /m1 ct1o(L (µ1N1 144,4tic 6CLT 04 on-fee. 0- 1-2207 February 10, 1997 1- 9604- DBW97024 To: M Larry Alien 19 -35 Leonard Astemborski OH -13 Terry Beals 63 -04 Rick Ford 2R -71 Len Knecht .63-04 N. Konwent • 5H -26 John Murdoch 89 -14 N. Pestisme 63 -04 Lori Pitzer 2R -71 Mike Sullivan 3U -EH Gary Taller 46 -87 Rex Turner 7R -35 Subject: 1997 Washington State Contractor's License for The Boeing Company Enclosed is a copy of the Washington State Contractor's License for 1997. This license expires on January 1, 1998. Please contact me if you have any questions. 1 4 D. B. Weigelt 1 -9604, 1F-09 (206) 655 -4535 Enclosure ROE TNt 294ML ;� / // / / / / / /// ��� / %N / / / / /J / / / /! /J�����N�� ! N JV/ N/ JJ %Ji / /IJJri�j✓iy /�1/dji.�,ypv_ . .�!y,f.iµiJ //J /// /( �NJ//// �Ni /J/ /JN /�N�J�N��J� /J /J / /JJNi� T „017X.291 I „1'17X891 , rid 89 ; 017X,' 017X,89' rid_ , , 917x,291 drill x H SkX . ddi l �d 91 II 3,X 31 dd 9 i i rid! notX,891 rid I I IIPR 168aX40 PR 168 "X40" PR 168 "X40' P R 168'X40" I, 168"x42" j P I X P R 68"X4Q' 11 R 168"X40' I P R 168 "X40" I � �� T'8 1 d 3,X 291 d 017X d ,017x,891 8 d'II`yo`391 8d .orug It X,290 N I1.OtX,291 Nd ,OtX,891 Ld STU REASON ST APPROVES DAZE STM !l PR 168 "X3 PR II 16X401 1688"xi 165*Q" '= PR 16$ X4o PR 168 "X40" PD 168'X40' („OtX „891 ;017;X,'991 dd1 ,LatX.e91 ddi „2Yr;X,.e91 dd r �ltx,e91 ddi ,017,X,891 ?ld ,017X,991 adl a -11.' 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PR 168"001PR Idl PR 168 "X413" PR 168 "X40 "g, PR 68'X40'11PR 168"X40"11 1681X40"I 168'X401 R 168'X40 "II P 168 "X40 "1 PR 168 "x40" „017X„291 ,OtX.99L N ,0'/X,99t ddif X•901 Nd' .Cr X.e. rid 1,C X 9L d d 1 I .DX,291 a “OtX,89L rid jP P 168'X40' • 168"X40 " 017X,891 ddI " rid 91X,99 ..OVX,89i 168"x40" I t( 168'X40" 40 ' hP R 1603"X40 " IIPR 16fl40"IP� dd d dl 1,011.99 FR 168"X40" adrx"s 168"X40' .0'/x_991 �I aP�, ��R 168"x4o" r 1 6ffi'X4" �!° ,i , adl-qug' dd dd rid ddit: 168 "X40 ,1 FLOOR PLAN — EX1S 1 O — DEMOL1 TON PLAN = 1-0' PR 68-c40"iePP" 1£B"X P R dd 168"X? "`' 9►X,E9. \I Cs1 'z ,.,4X,S9 � Nd. 1687X401' 11 ,Pt' .9 .0 , Ij,OtX.e91 d31 68 "x40' p" 1 � 1 68 "X40 !1 dd i I�D 68 "x40" p' 1 d ad OtX,891 X,991 .017X.891 dd dd rid 168 "x40 "I tPR II 168 "X40 "1 168 "X40 " 1x1 -005 X 0 COY OF TUKKWILA MAR 1 0 1997 PERMIT GEN1ER LEGEND: GENERAL NOTES: AL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES. DISPOSE OF ALL SURPLUS MATERIALS AT THE DIRECTION OF BOEING CONSTRUCTION MANAGEMENT PERSONNEL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITONS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL CO- ORDINATE THE WORK OF ALL TRADES REQUIRED TO COMPLETE THE WORK. AFTER COMPLETION OF CONSTRUCTION, PATCH, REPAJR, AND PANT THE ADJACENT SURFACES TO MATCH EXISTING CONDITIONS. DEMOLITION NOTES: © DISASSEMBLE ALL PALLET RACKS. RELOCATE AND RE -ERECT ALL PALLET RACKS IN NEW I'ONRGURATION LAYOUT AS SHOWN ON NEW FLOOR PLAN. EXISTNG BATTERY RE- CHARGERS TO BE REMOVED - SEE ELECT. DRAWINGS. REMOVE ALL BULL RAILS, SAVE FOR RE -USE IN NEW LAYOUT. KEY PLAN APPROVED DATE BOE/A/NG FACIL i T IES DEPARTMENT AUBURN, WA. 98002 E ERE II '8 , WA. 98201 11 KEN I, WA. 98031 PORTLAND, OR. 97220 'u 3 RENTON WA. 9E055 SEATTLE, WA_ 98T24 AMP IAEIiI SISDFsArmx s AFFIRCA. 1 r r . I DATE K TATHE1 S (310 -97 GEOO.D ENGR 3. REPASS CHECKED APPROWN AR.ROVED 3-10 -97 TIRE SATIRE FLOOR PLAN — DEMOLI T TON—'' ACHI I fC I UI\tTL A T E R EP BLDG. 21 -03.1 H -N /8- i 1 CORP. PARK LAST REV190N I SYMBOL I DATE SHEET 1 A1 6 OF JOB N0. 160089 -00 DWG N0. 21- 03 -1A16 t ob RE BY I 1PPROVE7 DATE AR ea REVTMON err APPROVED DATE CONSTRUCTION FLOOR PLAN 1/8- = r -o' AUBURN, WA. 98002 BOE/AW D EE=RE , WA 980 FACILITIES DEPARTMENT PORTLAND, Wk Ou � PORTTLAND, OR 97220 f REti a ON WA 9 ?y5 SEATTLE„ WA_ 9 RI 24 ACCEPTABILITY TTS DES= AEWDE 5 1.;RTIW 6 APRi.. A,ROSF. BY DRAWN ay fC 1,1ATHE,S CHECIRED REPASS GED® ;1 A ROVED DATE 0:70 -97 03 -10-97 SUBTITLE 1900 1e VAL ShIELP LB wt _ SIBS uNPAU1r RACK CONFIGURATION: MAR ? PERMIT CENTER AL RACK mar; vox E7-0 CONSTRUCTION NOTES: INSTALL AUTOMATIC DOOR OPENER WITH SENSOR AND WEIGHT PAD. SENSOR TO BE INSTALLED IN EXIST'G. PAVING. INSTALL PER MANUFACTURERS INSTRUCTIONS. (VERIFY EXACT MAKE & MODEL W/ BOEING CONSTRUCTION MGMT. PERSONNEL) RE- INSTALL ALL PALLET RACKS IN. NEW CONFIGURATION AS SHOWN, TYPICAL (SEE DIAGRAM ABOVE) RE- USE /RE- INSTALL EXIST. BULL RAILS, AT END OF EACH ROW. IF QUANTITY OF EXIST. BULL RAILS IS INSUFFICIENT, PROVIDE NEW AS REQ'D_ & MATCH EXIST. (ALTERNATIVE IS TO RE -USE BULL RAILS FROM EXIST. TOOL STORAGE AREA IN 7 -81 -1 BLDG) IA4 REMOVE STEEL GUIDE ANGLES FROM 7 -81 -1 BLDG. & RE- INSTALL IN 21 -03 BLDG. INSTALL ADDITIONAL GUIDE AS NEEDED. GUIDE ANGLE IS 3x3x1/4. RELOCATE ANGER RACKS FROM EXIST. TOOL STORAGE AREA IN NEW LAYOUT AS SHOWN. PROVIDE FLOOR STRIPING - 2' WIDE YELLOW DIAGONAL STRIPES. PRIOR TO RE- INSTALLATION OF PALLET RACKS, CLEAN, SAX, AND SEAL FLOOR. FLOOR PLAN — NEW CONS T RUC T IONF ARCHITECTURAL MASTER BLDG. 21 -03.1 - N/8 -11 RACK STRUCTURAL NOTE_ 1. ALL 3000 LB SHELF ARMS MUST BE LBC 50 2. CONFIGURATION 1 & 2 UPRIGHT ARMS MUST BE LMT 30. 3. ANCHOR BOLTS TO BE 3/8"0, DRILLED & EPDXIED, MIN. EMBEDMENT DEPTH 4". GENERAL NOTES: ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES. DISPOSE OF ALL SURPLUS MATERIALS AT THE DIRECTION OF BOEING CONSTRUCTION MANAGEMENT PERSONNEL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL CO- ORDINATE THE WORK OF ALL TRADES REQUIRED TO COMPLETE THE WORK. AFTER COMPLETION OF CONSTRUCTION, PATCH, REPAIR, AND PAINT THE ADJACENT SURFACES TO MATCH EXISTING CONDITIONS. CORP. PARK 1900 LB OPACITY LAST REVISION SYMBOL SHEEP 1 A16 .roe No. 160089 -00 DWG NO. 21- 03 -1A16 DATE RENSiON 17 9Y APPROVED CAT RE.SION I P 68 PP PR D ' IPR p � I 01X„891 BY 168'"40" APPROVED OAT 16rX4o" dd 01X"991 PR AFWAKW FAGLITIES DEPARTMENT 1.i Irv*. P sex „OtX,R9a dd' 891 dd PR 166""40'IPR 166140'I 1613"X44 PR I 168"X40” .orx,6 9g d d i. xae91 .101X"991 dd PR 168 .01X.991 dd PR 168 x4O" '#� P 16e'x40 PR 16r XLo PR 168 "x40 ads"' NA "` ddl -"- 2ldl " wuN dd` PR 168- X41.T" PR 168 "Xe l,;�sx$91 ddf PR 16a 1613-x4T. PR i68'Rc40'1PF 16810 X4O 11PR 168 - X40 - II PR 168 "x40" A".991 d " ddi .orx.Q6L dd1 ,01X "891 id 6-x40" PR 168'x4 PR 168-40.fP 16811401 168 - x40" OYx�9391 dd ' 9r dd dd [ .orx e91 5id I.o- � ddl DAUBURN, Wk 98002 E VERETTI' , WA. 9820' n KEN T, WA. 9803 D PORTLAND, OR_ 97220 D REN TON, WA_ 98055 TISEA I i? , WA. 98124- » x4o� PR 1 4o" P R 16s PR 168 PR 1sa 4�' 168 c4rr 168 4o r' PR FLOOR PLAN — EXISTING — DEMOU ; ON ;ALAN 1 /s" = 1 -0° N OX,B91 dd J»X.e91 dd PR 166 "x40° , X691 ad. -01x-991 ddll x- ddrx.e dd11( ddr ixstm dd1I •x B91 dd , PR 166"x400'IIPR 168"x4o' IIo1X,B91 ddli"01x"891 ddt IPR IsrowlIPP 1a 46 1613 X417 II 168"X40" "0»x.291 dd .04x,691 dd1 .01X„891 dd PR 168 "x40" WT1 dd11 °01X2891 drill " o1X " 291 rid dd 68 - X40" ' PR ' 168 "X40" .01X,$91. YOPRDVal "01X "891 16$ "X40 II 168 "X40" hcc TA llif ANWOR dd dd K MA 'ENS vEPT. DATC 1,1_ REPASS I 1 I A 17DY't•• I I I = ,?MOVED ORT Orlb -97 03-10-97 BLDG. 21 -03.1 CITY n MAR 1 € 1997 PERMIT CENTER LEGEND: GENERAL NOTES: CONSTRUCTION NOTES: DISASSEMBLE ALL PALLET RACKS. RELOCATE AND RE -ERECT ALL PALLET RACKS IN NEW CONRGURA T1ON LAYOUT AS SHOWN ON NEW FLOOR PLAN. EXISTING BATTERY RE- CHARGERS TO BE REMOVED - SEE ELECT. DRAWINGS. REMOVE ALL BULL RAILS, SAVE FOR RE -USE IN NEW LAYOUT. FLOOR PLAN - DEMOLITION ARCHITECTURAL MASTER ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES. DISPOSE OF ALL SURPLUS MATERIALS AT THE DIRECTION OF BOEING CONSTRUCTION MANAGEMENT PERSONNEL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL CO- ORDINATE THE WORK OF ALL TRADES REQUIRED TO COMPLETE THE WORK. AFTER COMPLETION OF CONSTRUCTION, PATCH, REPAIR, AND PAINT THE ADJACENT SURFACES TO MATCH EXISTING CONDITIONS. N- U/8 -11 CORP. PARK SHEET 1A17 JOB O. LAST REVISION 160089 -00 sveoL DAT OWG NO 21 -03 -1 A17 OF rzz////ii,, \\(1,1A\r\:),NGI, \\\\ z,/,/)„,*\ SCRAP 7/;zy / AREA \\ ///47//// \\\\\\\NNK/7- 1x1'1 - 005 REVISION BY SEE CONRGURATION DIAGRAM ABOVE FOR' PALLET RACK INSTALATION! NOTES. CONFIGURATION & L1:A,"3 (LIMITS REVISION BT 28 ° -2 APPROVED ',I DATE TYP. 311' -4 CONSTRUCTiOI FLOOR PLAN 1 / 8 " = 1 " -O" r ® o ® o 0 AUBURN, ' °A. 98CO2 o?3c1�i 'r EVERE T , WA. 98201 FACILITIES DEPARTMENT 0 PERT, PORTLAND, WA. 97220 1 ORTLr:NO, OR.22r REN T OI? , WA. 9800 at SEATTLE, ewe 98124 LARGE TOOLING AKA, Ji= RES DESIGN 400.708 Sir i1Oe 5 APPROVED a I ». « DA IC BY M K ATHEVlS ENG. J REPASS OFD® I I - I{{ APPROV -^J 03-1 i1J -iD- 0.3-10 -97 9LDG_ 21 -03.1 f$p IB CAPKITY X03 1.8 GOON ®} MI 1 ©I ICI (ml IBTAI IITFi 1 ROM 36 A 36 PALLET RADS Y7AL. 51ELY146 RACK CONFIGURATION: AM RM. 15047 MAX 27-6 6 ROBS 3 R0 PALLE: OCAS PAILR RACKS RACK STRUCTURAL NOTE: 1. ALL 3000 LB SHELF ARMS MUST BE LBC 50 2. CONFIGURATION 1 & 2 UPRIGHT ARMS MUST LJ BE LMT 30. 3. ANCHOR BOLTS TO BE 3/8"0, DRILLED & EPDXIED, MIN. EMBEDMENT DEPTH 4 ". GENERAL NOTES: ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES. DISPOSE OF ALL SURPLUS MATERIALS AT THE DIRECTION OF BOEING CONSTRUCTION MANAGEMENT PERSONNEL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL CO- ORDINATE THE WORK OF ALL TRADES REQUIRED TO COMPLETE THE WORK. AFTER COMPLETION OF CONSTRUCTION, PATCH, REPAIR, AND PAINT THE ADJACENT SURFACES TO MATCH EXISTING CONDITIONS. CONSTRUCTION NOTES: INSTALL AUTOMATIC DOOR OPENER WITH SENSOR AND WEIGHT PAD. SENSOR TO BE INSTALLED IN EXISEG. PAVING. INSTALL PER MANUFACTURERS INSTRUCTIONS. (VERIFY EXACT MAKE & MODEL W/ BOEING CONSTRUCTION MGM T. PERSONNEL) RE- INSTALL ALL PALLET RACKS IN NEW CONFIGURATION AS SHOWN, TYPICAL (SEE DIAGRAM ABOVE) • RE- USE /RE- INSTALL EXIST. BULL RAILS, AT END OF EACH ROW. IF QUANTITY OF EXIST. BULL RAILS IS INSUFFICIENT, PROVIDE NEW AS REQ'D. & MATCH EXIST. (ALTERNATIVE IS TO RE -USE BULL RAILS FROM EXIST. TOOL STORAGE AREA IN 7 -81 -1 BLDG) REMOVE STEEL GUIDE ANGLES FROM 7 -81 -1 BLDG. & RE- INSTALL IN 21 -03 BLDG. INSTALL ADDITIONAL GUIDE AS NEEDED. GUIDE ANGLE IS 3x3x1/4. • RELOCATE FINGER RACKS FROM EXIST. TOOL STORAGE AREA IN NEW LAYOUT AS SHOWN. • PROVIDE FLOOR STRIPING - 2' WIDE YELLOW DIAGONAL STRIPES. • PRIOR TO RE- INSTALLATION OF PALLET RACKS, CLEAN, WAX, AND SEAL FLOOR. CITY OF li ° KWlLA MAR 1997 PERMIT CENT61 • 0 0 0 0 0 0 IA10 lAi6 1A14 1Al2 AIj 1A15 lAl3 FLOOR PLAN — NEW CONSTRUCTION ARCHITEC I URAL MASTER NI-U/8-11 CORP. PARK LAST REYSION SHEET 1A17 JOB No. 160089 -00 DWG O. 21 -03 -1 A17 BOL OA 1 FROM SEATTLE-TACOMA AiRPCRi REASON VICI1N7Y MAP 99 DEVELOPMENTAL CENTER APPROVE: DATE 155 FROM KENT & AUBURN LAttiiiNIG DEFENSE AND SPAC GROUP 5511 157 500 PALLET RACKS (J#16iO89OC) BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AREA MAP BLDG. 21 -03 ADDRESS 3417 SO. 120TH PLACE SEATTLE, WA (EAST MARGINAL WAY CORPORATE PARK) PTi- mi& EAST .MARGINAL WAY CORPORATE PART DV APPROVED DATE PRQECT I SITE 80E/XG FACIU11ES DEPART1AEIT Ell'ERAL NOTES CONSIPaCDON SET OT DGICI<1WE! TS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON STE oul?€ c B B DO NOT PROCEED MI CONSTRUCTION WITHOUT AME lit` F D T O =NEWS. 1_ WIT Pr JCL D111061216 Ale COMMONS BEFORE ANY WORK. WWI FACEm T ENGTEatS SHOLXD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3_ COCRONATE WOW WITH grinTER CRAFTS. 4_ RETURN NIS SAVE SET 70 GARY I41LLEW AT BLDG. 9 -51 COL N /1, AFTER COMFtEDDIN CF BIAS COTTISTRICTION. CHECK BOX PROJECT CHECKLIST TIC DRAWISM CORM TO 1994 U_D.C> U.F.C., U.P_C., AND 'NI VC 51 -20 AS ADAP E OR MENDED BY LOCAL ORDINANCES, Adi[i COifrLIATCE VTR O UCWILA ZONING_ RCOIE LAWI FQ PER CCCUPATCY PER U.B.C. TABLE 1D-A_ BMOC FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. Alma OF €N3 KQUIRED TOR PERviri PACKAGE • 1. TENANT IIIIPRGetelaT (STRUCTURAL): ® 5 SETS OF AIC}-T€TECTURAL DRAWINGS 0 5 S` S OF 3CTLRAI DRAWINGS Li 5 SETS OF STANDARD DETAILS a 5 SETS O E OThE C Lip BATONS 0 5 SUS OF ENERGY C :CULATIONS D 5 SETS OF CONSTRUCTION SPECIFICATIONS • 2. 1 JQT IMPROIEbEN (ANN- STRUCTURAL): 4 SETS OF ARCHITECTURAL DRAWINGS 4 5EIS OF STANDARD DETAILS 4 S`IS D= ENERGY CALCULATIONS 4 SCI OF CONSTRUCTION SPECIFICATIONS O 3. VECWINCAL. 5 COMP LEE SETS. rl 4 4 ' 1, R= PRCIFCDOWSPRTI., 3 COMPLETE SETS. BRE Kia.ECT *s5 : T. WEAT??ANOZ PALLET PA OX CON RATION AUBURN, WA. 98002 C� EVERE I i, WA. 98201 L� KENT, WA. 98031 Ei PORTLAND, OR_ 97220 0 RENTON, WA_ 98055 • SEATTLE., WA_ 98124 T S2ELFCAIP3N S APPROVE, DAE DRAWN BY K MATHEI d. REPASS 21 -03-Al 21 -03-1A01 21- 03 -1A16 21- 03 -1A16 1A16 21- 03 -lA17 1A17 21- 03 -1A17 1A17 LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT BUILD ING GROSS BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION EXTERIOR NON- BEARING WALL STRUCTURAL FRAME ROOF SEISMIC ZONE WIND LOAD SNOW LOAD 03. DATE 10.97 03.10.97 DRAWING NUMBER TrnE ARCHITECTURAL MASTER DRAWING INDEX SHEET NUMBER Al 1A01 FIRST FLOOR PLAN 1A16 FIRST FLOOR PLAN - DEMO TILE FIRST FLOOR PLAN - NEW FIRST FLOOR PLAN - DEMO FIRST FLOOR PLAN - NEW CODE SUMMARY TUKWILA 1994 U.B.C., U.F.C., U.P.C., WASHINGTON STATE ENERGY CODE AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING GROUP B TYPE V -N (SPRINKLERED) iLG �P � _ a �, - hec�: approvals zre -. - ��s� onsa��dapp ro.alof = 1 - ect :o pro a`Td anY • a ,.. r. - t he v oia ions nr , r a a • oro i.. nc con - �: a ,, m ans ackno�vle ^� TSI 5, 1, '1 , 256,948 SF AREA /EXIT CALCULATIONS 1ST FLOOR TOTAL 36,000 SF COMPUTER ROOM: 12,318 SF /300 = 41 OCCUPAN OFFICE 21,436 SF /100 = 215 OCCUPANTS E 236,530 SF TOTAL: E00 OCCUPANTS t ) (17("`? 2ND FLOOR TOTAL 36,000 SF D OFFICE 32,647 SF /100 = 327 OCCUPANTS c :, * yo STORAGE: 1,020 SF /300 = 4 OCCUPANTS TOTAL 331 OCCUPANTS GRAND TOTAL 587 OCCUPANTS /50 = 11.74 LF REQUIRED EXIT WIDTH 12.00 LF PROVIDED EXIT WIDTH 30' -6" 2 1,274 BARRIER FREE SPRINKLERED UNPROTECTED 1 -HOUR AT OFFICE; 1 -HOUR AT OFFICE; V -N AT WAREHOUSE AREA 3 80 MPH EXPOSURE C 25 PSF TITLE SHEET BUILDING 21 -03 V -N AT WAREHOUSE AREA CORP. PARK SHEET REVISION NUMBER ORIG LAST REVSION ECEIVED CITY R OF TUKWILA 1A„ PERMIT CENTER Al JOB NO. 160089 - 00 DWG N0. 21 -03 -Al DATE 03.10.97 03.10.97 03.10.97 03.10.97 03.10.97 03.10.97 SYMBOL DATE _ ;LI SCRAP anA AREA 1>f - OD75 ' Jul 11111111111411111111 Er II II Ili .11 p ruTiowniews 1 11111111 SYm PROJECT AREA FLOOR PLAN SCALE: r= 30'-0" L-• R PECBVED CRY OF TUKWILA MAR 1 0 1997 PERMIT CENTER LEGEND: EXIT PATHWAYS GENERAL NOTES: 1. ASBESTOS NOTFICATION: A GOOD FAITH SURVEY OF THE AREA HAS BEEN CONDUCTED AND ASI3ESTOS CONTAINING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE AREA OF CONSTRUCTION OF THIS PROJECT. CONSTRUCTION NOTES: CONSTRUCTION TYPES: BUILDING 21-02 REVISION .APPROVED DATE firt7E1AW FACILITIES DEPARTMENT AUBURN, WA. 98002 EVERETI WA. 98201 KENT, WA. 98331 PORTLAND, OR 0 7220 ra RENTON, WA. 98055 • SEATTLE, WA. 98124 ACCIFIABLRY Tra DOSID11 ANDIOR WEDIFICAMON 6 APPROIFO, PPFROVED BY ACE ERA. BY EIXAE P. DUARTE CHEDOE0 ENGRAR, APPROVED APPROVED I2.18.90 ARCHITECTURAL MASTER FIRST FLOOR PLAN BUILDING 21-03 ALL CORP. PARK SHEET LAST REVISION SYMBOL DATE 1A01 JOB NO. 167020-00 DWG NO, 21-03-1A01 OF 2 STORY TYPE V-1 HR SPRINFIERED 11,400 SF 1/ STORY TYPE V-1 HR SPRINKLERED '52 O3 SF 2 STORY TYPE V-1 HR SPRINKLERED AREA OF WORK 1 2 HR AREA SEPARATION WAILS 1 STORY TYPE 0-1 HR SPRINKLERED 32,400 SF 16,020 SF 1 STORY TYPE V-N SPRINKLERED 32,400 SF 1 STORY TYPE V-N SPRINKLERED 32,400 SF rclAW P.1,7 04144 •StIt . ,oces 1 & 2 STORY TYPE SPRINKLERED BUILDING 21-05 173,200 SF SITE PLAN SCALE NO SCALE 2 HR AREA SEPARATION WALLS r 4 HR AREA SEPARATION WALL BUILDING 21-04