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Permit B94-0086 - BOEING #21-03 - STORAGE RACKS
City o, f TuJ'cwlla (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B94 -0086 Type: B -RACK Category: Address: 3417 S 120 PL Location: Parcel #: 102304 -9069 Zoning: M1 M2 CM Contractor License No.: BOEINC294ML Status: ISSUED Issued: 03/18/1994 Expires: 09/14/1994 Suite: TENANT BOEING #21 -03 3417 S 120 PL, SEATTLE, WA 98124 OWNER SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119 CONTRACTOR BOEING INC. Phone: 206 544 -2975 9725 EAST MARGINAL WY S, SEATTLE, WA 981242207 CONTACT TERRY BENNETT Phone: 206 544 -2975 P.O. BOX 3707, M/S 46 -87, SEATTLE, WA 98124. ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL 288 SECTIONS OF PALLET RACK. Rack Storage Dimensions - Linear Feet. x Height = Totals 4160 18.0 74,880 .0 . 0 . 0 . 0 . 0 UBC Edition: 1991 Valuation: 20,000.00 Total Permit Fee: 753:30 880 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 00 Permit Center Authorized Signature Date I hereby certify that I have read and:examined this permit and know the same to be .true and correct. All provisions ofilaw 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 provisions of any other state or local laws" regulating construction or the performance of :work. I.am authorized -to sign for and obtain this buil ng_ pcx i Signature: Print Name:__ Date: fV Title: 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. CITY OF TUKW1L A Department of CL,._,munity Development — Permit Cenk.. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 59U- cow PROJECT NAME YIP O-2i f c * &L OO SITE ADDRESS 5L1 t� � i sDo P) SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. ©EPARTMEN TS DATE.. APPROVED: UIREMEN' MMEN' BUILDING - initial review FIRE 3-7iU \ \ tti4 3 ROUTED CONSULTANT: Date Sent Date Approved - INIT: FIRE PROTECTION: FIRE DEPT. LETTER DATED: Detectors INSPECTOR: N/A O PLANNING ZONING: BAR/LAND USE CONDITIONS? Yes INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s. E- O PUBLIC WORKS UTILITY PERMITS REQUIRED? U Yes U N INIT: PUBLIC WORKS LETTER DATED: O OTHER INIT: BUILDING - final review 0 BUILDING OFFICIAL 'j 1 14 OH INIT: Jr( /qq INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes [13'No UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: 1,155- CONTACTED "1-ef r ex nrvzik Gi BY: (init.) ' ,....c?<1.3 DATE NOTIFIED 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init 01/08/93 CITY OF TUKWILA BUILDII) PERMIT APPLICATION Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 PLAN CHECK NUMBER 00 APPLICATION MUST BE FILLED. O"UT .COMPL E.TEL Y DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE 1Lj(6,_tcO �. ZIP PLAN CHECK FEE BUILDING SURCHARGE 14_ WILL THERE BE A CHANGE IN USE? No ❑ Yes If Yes, new building SQUARE FOOTAGE - Building: 6-d° Tenant Space: WI L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 3 S•rinkiers Z Automatic Fire Alarm OTHER: TOTAL - —15-A,?)() SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ ,...q65, ovv,— / PROJECT NAME/TENANT BOEING DEFENSE AND SPACE GROUP ASSESSOR ACCOUNT # /pa 30% 9D1o9 TYPE OF O New Building 0 Additiorll Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage C) Reroof O Remodel (residential) 0 Other: DESCRIB WORK TO BE DONE: �. ZIP BUILDING USE (office, warehouse, etc.) / i NATURE •,.BUSINESS: • 'LANES requirements may need to be met. Please explain: Area of Construction: ‹..,/ lio d OR HAZARDOUS MATERIALS IN THE BUILDING? S stem WILL THERE BE A CHANGE IN USE? No ❑ Yes If Yes, new building SQUARE FOOTAGE - Building: 6-d° Tenant Space: WI L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 3 S•rinkiers Z Automatic Fire Alarm PROPERTY OWNER BOE INu DEFENSE AND SPACE ,ROUP PHONE ADDRESS P.O. BOX 3707 M/S 46 -87 SEATTLE, WA. PHONE ZIP 98 1 24 -2201 CONTRACTOR SAME ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # BOE INC -294ML EXP. DATE J49 0,, y995.-ARCHITECT PHONE ADDRESS ZIP HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATIONAND KNOW THE SAME.:TO BE TRUE AND CORRECT, AND I AM AUTHORIZ ' TO APPLY FOR. HIS PERMIT BUILDING OWNER SIGNATURE .�-- / DATE K (' OR Reba AUTHORIZED PRINT NAME TERRY BENNETT PHONE AGENT ADDRESS PO BOX 3707 M/S 46 -87 SEATTLE, WA. CONTACT PERSON TERRY BENNETT PHONE CITY/ZIP 544 -2975 98124 -2207 544 -2975 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL SlkiMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure) IIAssessor Account Number Two sets (2) of the following: Specifications 1 1 Structural calculations stamped by a Washington State licensed engineer nSoils report stamped by a Washington State licensed engineer. LiTopographical survey f -1 Energy calculations stamped by a Washington State licensed engineer or architect L ] Legal description Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings F-1 • Landscape plan I I Completed utility permit application (one for entire project) I 1 Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE Completed building permit application Assessor Account Number Two (2) sets of plans, which include: r1 Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles LiTenant space floor plan showing rack storage layout, aisles and exits. NOTE: include dimensions of racks (height, width and length), aisles and exit ways on plan. Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS /ADDITIONS LJ Completed building permit application (one for each structure) [7 Legal description IAccount Number LiTwo sets (2) of working drawings, which include: 1 • Site plan (On plan, show closest hydrant location. • Foundation plan Include access to building, showing • Floor plan width and length of access.) • Roof plan • Building elevations (all views) • Building cross - section • Structural framing plans Washington State Energy Code data n Completed utility permit application Six (6) sets of site plans showing utilities NOTE: Building site plan And utility site plan may be combined.: See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or tenant) Assessor Account Number Two (2) sets of construction plans, which include: Site plan • Location of tenant space • Existing and proposed parking • Landscape plan (if applicable, i.e., change of use) Overall building plan, • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space • Tenant space plan with use of each room labelled. • Exit doors, egress patterns. • Now walls, existing wall, and walls to be demolished. U Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling. Structural calculations . stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: If any utility work is to be done, submit separate utility permit application and plans. REROOF Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter is required prior to final inspection and sign - off of the permit. ANTENNA/SATELLITE DISHES Completed building permit application Assessor Account Number Two (2) sets of plans, which include: Site Plan (showing building and location of antenna/satellite dish) Li Details antenna/satellite dish and method of attachment n Structural calculations stamped by a Washington State licensed engineer may berequired RESIDENTIAL REMODELS F-1 11 Completed building permit application (one for each structure) Assessor Account Number Two (2) sets of working drawings, which include: • Site plan • Foundation plan • Floor plan • Roof plan • Building elevations (all views) .. . • Building cross - section • Structural framing plans. NOTE: If any utility work Is to be done provide utility permit application REROOFS n Completed building permit application (one for each structure) I I Assessor Account Number n Narrative describing existing roof, material being removed, and material being installed. NOTE: A: certification letter is required prior to final Inspection and sign-off of the permit * ** * * * ** ****************** tt*****• k**** *•A * * * * * * * * *Ir *k•A * * * *7l * * * * * ** CITY OF TUKWILA, WA TRANSMIT * * * * * * * * * * *1%* * * *, ****; l************ * * * * * * * * * ** * ** * * * * * * * * *.l * * * * ** TRANSMIT Number 94000315 Amount: 753.30 03/18i$/4j9 :12 Permit No: 1394-0086 Type: 0 -RACK RACK STORAGE PERMIT Parcel No: 102304 --9069 Site Address: 3417 S 120 PL Payment Method: CHECK Notation: BOEING Init: SLp ********************►************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code 000/322.100 000/386.904 Description BUILDING - NONRES STATE BUILDING SURCHARGE Total (This Payment): Total Feea: Total All Payments: .Balance: 753.30 753.30 .00 Paid. 748.80 4.50 753.30 GENERA 753.30 TOTAL 753.30 CHECK( 753.30 CHANGE 0.00 0243A000 18 :21 CITY OF TUKWILA Address: 3417 S 120 PL Permit No: B94-0086 Suite: -Tenant: BOEING #21-03 Status: ISSUED Type: 6-RACK Applied: 03/07/1994 Parcel #: 102304-9069 Issued: 03/18/1994 ***********************************Ick****kh****A***************Ak****k**h** Permit Conditions: 1. No changes will be made.,,,t"og>th'ens,26016ss,approved by the Architect and the TuOilA.BUflding Diiitsion 2. All permits, inspliticri record, and,approve'dOs shall be maintained av010.fse at4t'sne“pb site:prior,to 0144tart of any construc1W Aeset,AciqumentsTaA,tolhemainiiMM available ,(401 f4nIp'Spection apprdval:IsMran)ted. 3. All constAPp:tio toe "done€41fcbnfOr'mance W:ittiZ4pprovs: 4. Valid4k/of Permit, The -0,0ance ovtda permit Or Wp,r6a1"4,* ordloignc ofi the JuriliticttorM NokOrmit presuming to Okt,e, V.0.A EditionY;Ks drAstnd4C1 Ofthe Wi*ftig,foh State Bvildkng'Code,VA strueedito a permitr orx,an,Wpproval of, any'Violatiton of qiiy, of,otke' Wovision of ttios codp,ior of any other' \w,, plans andiylriunOts °I''' plansAppaci;ficat,J,Pns and\CPTputations shall noC.be cO1,=' \PA , , t theJthiform Buifdtng d60'110“\ If;, ‘‘i sharbe valid,. -': authb itk,kor vjolate.,:or-'-cancen,\the .vrp"Visipqs of this, deice- ' 1 k-e , A t,.1 ',V,?!tZ,V,12iy i% . " r Iv A 0 t P 1 " 1 ' -- 4 r: ': ' ( r 1 1 t, r A „';1' ''t fo‘ i.-- > '%1'.L.,---1 ,,,.,i J I r. C'7' ,z, ,;.:0,,,vb ,, 4, 4% i'• IA 'LA': t,1 0 11.'ll: j '7 . ),,, i '4\/4 . \:' .' ' It i 1 1,,x ,k--.4.----4 z,---- f ' ,o t..A j)0 t 0 .4 .., y tn'N t N ‘, t' o : 0 1-'''''''IsG f0" • f§ 1•,?., d A cg INSPECTION RECORD {. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �; V 6300 Southcenter Blvd., #100, Tukwila, WA 981= (206) 431 -3670 Pr e 1 >�e.c.� . r2 1-- 03 i c o ' 1 t '�.1JA / Address; , 7 5 �6 PL . ,:', :: .. 9 - 9 - Spdal Instructions: 7FI Y L L)3) I I :2 ;.,1 Q. `'..I. LQh.C. �, late Wanted: '' // Requester. D ijv No.: 3�7 , C' Approved per applicable codes. = COMMENTS: ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. q .: ,4i `�i4 �y t74p irl±a wn;.h{�le City of Tukwila Fire Department Project Name John W. Rants, Mayor TUICWILA FIRE DEPARTMENT FINAL APPROVAL FORM 5.`: ' h l 1:71 �� // Thomas P. Keefe, Fire Chief Permit No. C,C) <, V Address 344,7___L.1,70 f L. /Retain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: - ) rZ ? Authoriz d Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 CITY i OF TUKWILA RACK STORAGE DIMENSIONS RECVED CITY OF TUKWILA MAR 7 1994 PERMIT CENTER LINEAR FEET X HEIGHT = TOTAL. X _ X _ X = X X GRAND TOTAL = 7 e 4,,53.50 FACILITY DESIGN SUPPORT STRUCTURAL CALCULATIONS FOR PALLET RACKS IN BUILDING 21 -03 BLANKET SHOP BOEING DEFENSE AND SPACE GROUP DEVELOPMENTAL CENTER SEATTLE, WASHINGTON March 4,1994 Prepared By: FACILITY DESIGN SUPPORT P.O. Box 3707, M/S 3U -EC Seattle, Washington 98124 -2207 Document Number: 326 -DCA- 94024 - CALC -S2 Figured by: / /e4Zr9'L`J' Checked by: Approved by: CITY OF TUJKWILA APPROVED 1 5 1994 K. G. Kolb, P.E. D. . Lyttle, P. ., S.E. BUILDING DIVISION W. E. Moor, P.E., S. 4,';'"/) ONAL v trurv.i RECEIVED CITY OF TUKWILA MAR 71994 PERMIT CENTER BLDG 21 -03 PALLET RACKS SUMMARY BE &C ENGINEERS P.O. Box3707 Seattle, Washington 98124-2207 Mail Stop: 3U -EC PROJECT BLDG 21 -03 BLANKET SHOP RELO JOB NO. FIG. BY K KOLB CHECKED BY j1.4,4-- DATE 3/4/94 SHEET BUILDING: 21 -03 DESIGN BASIS: THE CALCULATIONS ARE BASED ON THESE DESIGN ASSUMPTIONS: OF 1. THE BEAMS USED ARE 14' -0" LENGTHS OF LBC50 2. THE UPRIGHTS ARE 20' -0" LMT30/15 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 BASE PLATE 5. THERE ARE A MAXIMUM OF 8 SHELVES, EQUALLY SPACED, WITH A MAXIMUM SHELF HEIGHT OF 18' -0" ABOVE FINISHED FLOOR 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 CONCLUSIONS: PROVIDED THE INSTALLATION IS PER THE ABOVE DESIGN BASIS, THE RACK MAY BE INSTALLED IN THE 21 -03 BUILDING AND POSTED WITH A MAXIMUM SHL.EF; LOAD OF 1275 L"BS RER SHELF, UNIFORMLY DISTRIBUTED. FILENAME: (2103RACKXLWJSUMMARY 3/4/94 8:58 AM BE&C ENGINEERS PROJECT Ft-1 6C-1" s-wo e FIG. BY 11.477ve P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: JOB NO. CHECKED BY 22-1-11-- DATE b'1/411-1fr SHEET_ OF_ • ?kW, edoe,I,F I itirn,074 i41-0 twfrA sefrp.1 1 1,f3G5o f36k.A (,-tv LAAT So 04 lAvir Soils vextati-r (40" seea i)e-pro ) • *-). '1 F3 Or tAOlA- • irC - A-ale 12-vot.ci t AL Sr-OW-M-1 o•.1) Rig 1 1 < s ; .,. i ?----- •i— I ___2 1 = LAAT So 04 lAvir Soils vextati-r (40" seea i)e-pro ) • *-). '1 F3 Or tAOlA- • irC - A-ale 12-vot.ci t AL Sr-OW-M-1 o•.1) Rig BLDG 21 -03 PALLET RACKS PALLET RACK DESIGN BE &C ENGINEERS P. O. Box 3707 Seattle, Washington 98124-2207 Mail Sto•: 3U- C PROJECT FIG. BY K KOLB PALLET RACK GEOMETRY JOB NO. CHECKED BY AAA., DATE 8/25 /93 SHEET OF REV'D 3/4 /94 NUMBER OF SHELVES = 8 (MUST BE < 8) IF NUMBER IS LESS THAN EIGHT, SET LOWER SHELF HEIGHTS (BELOW LEFT) TO ZERO AS REQUIRED. SHELF SPACING = 28" SHELF SPACING = 26" SHELF SPACING = 26" SHELF SPACING = 26" SHELF SPACING = 26" SHELF SPACING = 26" SHELF SPACING = 26" SHELF SPACING = 33" BEAM SPAN = 171" BEAM SPAN = 171" ti BY: 8AO / REV. C / 11.03.93 1/8 FILENAME: I2103RACKXLWIPALLET RACK TEMPLATE 3/4/94 8:26 AM BLDG 21 -03 PALLET RACKS PALLET RACK DESIGN BE &C ENGINEERS P. 0. Box3707 Seattle, Washington 98124 -2207 wx (k) Mail Stop C PROJECT FIG. BY K KOLB BEAM LOADS SHELF DL = SHELF LL = JOB NO. CHECKED BY j,!/L, DATE 8/25 /93 SHEET OF REVD 3/4 /94 200 LB /SHELF = 1275 LB /SHELF = 100 LB /BEAM 638 LB /BEAM MOMENT AT CENTER OF BEAMS: ASSUME 20% FIXITY AT ENDS FOR DETERMINING THE MOMENT AT THE CENTER OF BEAMS. MDL = - L *(80 %) = (80 %) * (0.100 * 171 / 8) k -in = MLL = W$LL *(80 %) = (80 %) * (0.638 * 171 / 8) k -In = 1.71 k -in 10.9 k -in MOMENT AT END OF BEAMS: MDL = WgLL *(2d%) _ (20 %) * (0.100 * 171 / 8) k -in = 0.43 k -in MLL = WLLL *(20 /o) = (20 %) * (0.638 * 171 / 8) k -in = 2.7 k -in SEISMIC LOADING - LONGITUDINAL DIRECTION V_ZICxW Rw Z = 0.3 I= 1 C = 2.75 Rw = 8 (FOR MOMENT FRAME, Rw = 8; FOR BRACED FRAME, Rw = 6) 2 <-- - -TYPE 1 FOR 100% LL; TYPE 2 FOR 50% REDUCTION IN LL (PER UBC SIDS) W = 8* (200 + 1275/2)/1000 = 6.7 k (FOR BOTH SIDES OF RACK) V= 0.1031 W= 0.691 k LATERAL FORCE DISTRIBUTION - LONGITUDINAL DIRECTION ONE SIDE OF RACK ONL LEVEL D hx (in) hx (in) wx (k) wxhx wxhx Fx (k) wxhx 8 28 217 0.7375 160.0375 0.218 0.075 7 26 189 0.7375 139.3875 0.190 0.066 6 26 163 0.7375 120.2125 0.164 0.057 5 26 137 0.7375 101.0375 0.138 0,048 4 26 111 0.7375 81.8625 0.112 0,039 3 26 85 0.7375 62.6875 0.086 0.030 2 26 59 0.7375 43.5125 0.059 0.021 1 33 33 0.7375 24.3375 0.033 0.011 TOTALS 5.9 733.075 1.000 0.345 BY: BAO / REV. C / 11.03.93 2/8 FILENAME: 12103RACK.XLWIPALLET RACK TEMPLATE 3/4/94 8 :26 AM BLDG 21 -03 PALLET RACKS PALLET RACK DESIGN BE&C ENGINEERS P. 0. Box3707 Seattle, Washington 98124 -2207 1.445 k -in 0.026 k Mail Stop: 3U -EC .o. PROJECT FIG. BY K KOLB CHECKED BY 1 I v JOB NO. DATE 8/25 /93 SHEET OF REV'D 3/4 /94 SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) USING "PORTAL FRAME METHOD" DETERMINE FORCES AT INTERIOR SECTION DUE TO SEISMIC LOADING BASE FIXITY: TYPE "2" IF BASE IS FIXED; TYPE "1" IF BASE IS PINNED > 2 0.075 k 0.066 k 0.057 k 0.048 k 0.039 k 0.03 k 0.021 k 0.011 k BY: BAO / REV. C /11.03.93 v= 0.006 k m= v= m= v= m= v= m= v= m= v= m= v= v= v = 0.006 k 0.528 k -in 0.528 k -in 0.017 k m = v = 0.075 k m = 1.056 k -in v = 1.445 k -in 0.026 k m = v = 0.141 k m = 1.834 k -in v = 2.203 k -in 0.034 k m = v = 0.198 k m = 2.571 k -in v= 2.88 k -in 0.04 k m = v = 0.245 k m = 3.19 k -in v = 3.441 k -in 0.045 k m = v = 0.284 k m = 3.691 k -in v= 3.883 k -in 0.049 k m = v = 0.313 k m = 4.075 k -In v= 4.209 k -in 0.059 k m = v = 0.334 k m = 4.342 k -in v= 5.021 k-In m = v = 0.345 k m = 5.7 k -in it oaA_IA.. -- r n 0.017 k 1.445 k -in 0.026 k 2.203 k -in 0.034 k 2.88 k -in 0.04 k 3.441 k -in 0.045 k 3.883 k -in 0.049 k 4.209 k -in 0.059 k 5.021 k -in 3/8 FILENAME: [2103RACK.XLW[PALLET RACK TEMPLATE 3/4/94 8:26 AM BLDG 21 -03 PALLET RACKS PALLET RACK DESIGN BE&C ENGINEERS P. 0. Box 3707 Seattle, Washington 98124-2207 Mail Sto•• 3U -EC PROJECT FIG. BY K KOLB JOB NO. CHECKED BY ew--- DATE 8/25 /93 SHEET OF REVD 3/4 /94 SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) BEAM LOADS - VERTICAL LOAD = 738 lb/beam Md +I CENTER = 12.61 k -in Md +I END = 3.15 k -in Mseismic = 5.02 k -in Md +I +s END = 8.17 k -in L= 171" TRY LBC5 Fy = 50 ksi Sx = 1.766 103 Ix = 4.644 inA4 Fb = 0.6 * Fy = 30 ksi M all = Sx *Fb = 1.7655 * 30 = 52.97 k -in >= 12.61 OK CHECK SEISMIC - (4/3) * Mall = 70.62 k -in >= 8.17 OK CHECK DEFLECTION - Amax = Q /180 = 0.95 in 5w14 H0` — 384E1 CHECK END CONNECTION- WELD TYPE: A 0.36 in <_ 0.95 OK WELD CAPACITY: 13.31 "k > 8.17 OK ( -39% UNDERSTRESS CONDITION) PLATE TYPE: 4 PIN END PLATE; COLUMN THICKNESS: 0.105 " PLATE CAPACITY: 36.29 "k > 8.17 OK BY: BAO / REV, C / 11.03.93 4/8 FILENAME: (2103RACK.XLWJPALLET RACK TEMPLATE 3/4/94 8 :26 AM BLDG 21 -03 PALLET RACKS PALLET RACK DESIGN BE &C ENGINEERS P. O. Box 3707 Seattle, Washington 98124 -2207 wx (k) Mail Stop: 3U-EC PROJECT FIG. BY K KOLB JOB NO. CHECKED BY &I,«, DATE 8/25 /93 SHEET OF REV'D 3/4 /94 SEISMIC LOADING - TRANSVERSE DIRECTION ASSUMPTION: PALLET RACK IS BRACED IN TRANSVERSE DIRECTION V _ ZIC -x vv Rw Z = 0.3 I= 1 C = 2.75 Rw = 6 (FOR MOMENT FRAME, Rw = 8; FOR BRACED FRAME, Rw = 6) 2 <-- - -TYPE 1 FOR 100% LL; TYPE 2 FOR 50% REDUCTION IN LL (PER UBC STDS) W1 = 8* (200 + 1275/2)/1000 = 6.7 k (ALL SHELVES LOADED) V1 = 0.1375 W = 0.921 k (PER UPRIGHT FRAME) W2 = [(8 * 200) + 1275/20000 = 2.238 k (ONLY TOP SHELF LOADED) V2 = 0.1375 W = 0.308 k (PER UPRIGHT FRAME) LATERAL FORCE DISTRIBUTION - ALL SHELVES LOADED - TRANSVERSE DIRECTION ONE BENT OF RACK ONL LEVEL DIST BETW COG & SHELF TOP 1.15 *hx (in) wx (k) wxhx wxhx Fx (k) Mot (k -in) V wxhx 8 10 " 261.05 1.475 385.05 0.211 0.195 50.83 7 10 " 228.85 1.475 337.55 0.185 0.171 39.06 6 10 " 198.95 1.475 293.45 0.161 0.148 29.52 5 10 " 169.05 1.475 249.35 0.137 0.126 21.32 4 10 " 139.15 1.475 205.25 0.113 0.104 14.44 3 10 " 109.25 1.475 161.14 0.088 0.081 8.90 2 10 " 79.35 1.475 117.04 0.064 0.059 4.70 1 10 " 49.45 1.475 72.94 0.040 0.037 1.82 TOTALS 11.8 1821.7725 1.000 0.921 170.60 LATERAL FORCE DISTRIBUTION - ONLY TOP SHELF LOADED - TRANSVERSE DIRECTION ON BENT OF RACK ONL LEVEL DIST BETW COG & SHELF TOP 1.15 *hx (in) wx (k) wxhx wxhx Fx (k) Mot (k -in) ' wxhx 8 10 " 261.05 1.475 385.05 0.683 0.210 54.85 7 0 " 217.35 0.2 43.47 0.077 0.024 5.16 6 0 " 187.45 0.2 37.49 0.067 0.020 3.84 5 0 " 157.55 0.2 31.51 0.056 0.017 2.71 4 0 " 127.65 0.2 25.53 0.045 0.014 1.78 3 0 " 97.75 0.2 19.55 0.035 0.011 1.04 2 0 " 67.85 0.2 13.57 0.024 0.007 0.50 1 0 " 37.95 0.2 7.59 0.013 0.004 0.16 TOTALS 2.875 563.76 1.000 0.308 70.04 BY: BAO / REV. C / 11.03.93 5/8 FILENAME: (2103RACK.XLWJPALLET RACK TEMPLATE 3/4/94 8:26 AM BLDG 21-03 PALLET RACKS PALLET RACK DESIGN BE&C ENGINEERS P. O. Box 3707 Seattle, Washington 98124-2207 Mall Sta.' 3U-EC PROJECT FIG. BY K KOLB JOB NO. CHECKED BY Avtrt DATE 8/25 /93 SHEET OF REVD 3/4 /94 SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) 0.19 k 10" ) 0.17 k 10" ) 0.15 k 10" 0.13 k 10" ) 0.10 k 10" —7`-"--) 0.08 k 10" ) 0.06 k 10" 0.04 k 10" ALL SHELVES LOADED SHELF DEPTH = 37 In P= 1475 Ib P= 1475 Ib P= 1475 Ib P= 1475 Ib P= 1475 Ib P= 1475 Ib P= 1475 Ib Ps = 170.6 / 37 = 4.61 k P= 1475 Ib Ps 170.6 / 37 = 4.61 k Pd = 0.8 k Pd = 0.8 k PI = 5.1 k PI= 5.1 k 0.21 k 10" 0.02 k 0.02 k 0.02 k 0.01 k 0.01 k 0.01 k 0.00 k ONLY TOP SHELF LOADED SHELF DEPTH = 37 in P= 1475 Ib P= 200 lb P= 200 lb P= 200 lb P= 200 lb P= 200 lb P= 200 lb Ps = 70.04 / 37 = 1.89 k Pd= 0.8 k PI = 0.638 k P= 200 lb Ps = 70.04 / 37 = 1.89 k Pd= 0.8 k PI = 0.638 k BY: BAO / REV. C / 11.03.93 6/8 FILENAME: (2103RACKXLWIPALLET RACK TEMPLATE 3/4/94 8:26 AM BLDG 21 -03 PALLET RACKS PALLET RACK DESIGN BE &C ENGINEERS P. O. Box 3707 Seattle, Washington 98124 -2207 MAXIMUM DOWNWARD LOAD (k) = Mail Stop: 3U -EC PROJECT FIG. BY K KOLB JOB NO. CHECKED BY 4 -1,., DATE 8/25 /93 REVD 3/4 /94 SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) SHEET OF COLUMN DESIGN - CASE 1: DL + LL + SEISMIC (LONGITUDINAL) P (DL) = 0.80 k P (LL)= 5.10k P (SEISMIC) = 0.00 k (AT INTERIOR COLUMNS) P (TOTAL) = 5.90 k M (SEISMIC) = 5.70 k -in CASE 2: DL + LL + SEISMIC (TRANSVERSE) P (DL) = 0.80 k P (LL) = 5.10 k P (SEISMIC) = 4.61 k P (TOTAL) = 10.51 k M (SEISMIC) = 0.00 k -In (BRACED TRANSVERSELY) BY: BAO / REV. C / 11.03.93 7/8 FILENAME: 12103RACK.XLWIPALLET RACK TEMPLATE 3/4/94 8:26 AM ALL SHELVES LOADED ONLY TOP SHELF LOADED MAXIMUM DOWNWARD LOAD (k) = 4.61 + 0.8 + 5.1 = 10.51 1.89 + 0.8 + 0.64 = 3.33 FACTOR OF SAFETY AGAINST OVERTURNING = (0.8 + 5.1/2)/ 4.61 = 0.73 (0.8 + 0.64/2)/ 1.89 = 0.59 < 1.5 NG < 1.5 NG BASE UPLIFT LOAD TO BE RESISTED BY ANCHOR BOLTS (k) = (1.5 *4.61) -0.80- 5.10/2 = 3.57 (1.5 *1.89)- 0.80 - 0.64/2= 1.72 COLUMN DESIGN - CASE 1: DL + LL + SEISMIC (LONGITUDINAL) P (DL) = 0.80 k P (LL)= 5.10k P (SEISMIC) = 0.00 k (AT INTERIOR COLUMNS) P (TOTAL) = 5.90 k M (SEISMIC) = 5.70 k -in CASE 2: DL + LL + SEISMIC (TRANSVERSE) P (DL) = 0.80 k P (LL) = 5.10 k P (SEISMIC) = 4.61 k P (TOTAL) = 10.51 k M (SEISMIC) = 0.00 k -In (BRACED TRANSVERSELY) BY: BAO / REV. C / 11.03.93 7/8 FILENAME: 12103RACK.XLWIPALLET RACK TEMPLATE 3/4/94 8:26 AM BLDG 21 -03 PALLET RACKS PALLET RACK DESIGN BE &C ENGINEERS P. O. Box3707 Seattle, Washington 98124-2207 all Sto.• 3U -EC PROJECT FIG. BY K KOLB COLUMN DESIGN (CONT)- TRY LMT30 JOB NO. CHECKED BY 4vtit, DATE 8/25 /93 SHEET OF REV'D 3/4 /94 Fy = 50 ksi Lx = 26 in Ly= 46 in Kx = 1.5 (LONGITUDINAL) Ky = 1 (TRANSVERSE) A = 0.859 inA2 Ix = 1.373 inA4 rx = 1.249 in ry = 1.15 in Sx = 0.915 inA4 Sy = 0.752 inA4 /27t2E Co= = 107 Y (kI /r)x = 31.22 (kI /r)y = 40 < GOVERNS Fa = 25.83 ksi Pa= 22.19 k FOR LONGITUDINAL SEISMIC LOADING - Fb = 0.6 *Fy = 30 ksi Ma = Fb *Sx = 27.45 k -in P /Pa + M /Ma = (5.9/22.19) + (5.7/27.45) = 0.474 < 1.33 OK FOR TRANSVERSE SEISMIC LOADING - P /Pa = (10.51/22.19) = 0.474 < 1.33 OK CHECK DL + LL - P /Pa = (5.90/22.19) = 0.266 < 1,00 OK BY: BAO / REV. C / 11.03.93 8/8 FILENAME: (2103RACK.XLWJPALLET RACK TEMPLATE 3/4/94 8:26 AM BLDG 21 -03 PALLET RACKS BEAM WELD CAPACITY BE &C ENGINEERS P.O. Box3707 Seattle, Washington 98124 -2207 Mall Stop: 3U -EC PROJECT FIG. BY K KOLB JOB NO. KSC -9 -93018 CHECKED BY_ i _ DATE 11/13/93 SHEET OF, REV'D 3/3/94 BEAM & WELD GEOMETRY BEAM: LBC50 WELD THICKNESS = 0.125" EFFECTIVE THICKNESS = 0.125 * 0.707 = 0.088" WELD TYPE = A 1.50" 3.50" 0.88" 1.88" 4 3 k 2.75" 5.00" (1) ITEM 1 2 3 4 5 6 TOTALS (2) HEIGHT 0.000 3.500 5.000 0.000 0.000 0.000 (3) WIDTH 0.088 0.088 0.088 0.088 0.088 0.088 (4) (5) y A 4.250 0.000 1.750 0.309 2.500 0.442 0.000 0.000 3.500 0.000 5.000 0.000 0.751 (6) (7) Ay (bh ^3)/12 0.000 0.000 0.541 0.316 1.105 0.000 0,000 0.000 1.646 0.921 0.000 0.000 0.000 1.237 (8) d 2.059 -0.441 0.309 -2.191 1.309 2.809 (9) AdA2 0.000 0.060 0.042 0.000 0.000 0.000 0,102 (10) (7) + (9) 0.000 0.376 0,963 0.000 0.000 0.000 1.339 COG Y= 2.191176 In A = 0,751 in2 Y = 2.191176 in I = 1.339 in4 St = 0.477 in3 Sb = 0.611 in3 r = 1.335 in ALLOWABLE WELD STRESS = 70 ksi * 0.30 * 1.33 = 27.93 ksi ALLOWABLE SHEAR = 27.93 ksi * 0.75 = 20.98 k ALLOWABLE BENDING = 27.93 ksi * 0.48 = 13.31 "k BY: BAO / REV. A / 11.13.93 1/1 FILENAME: (2103RACKXLWIBEAM WELD TEMPLATE 3/3/94 2:56 PM BLDG 21 -03 PALLET RACKS BASE PLATE DESIGN BE&C ENGINEERS P. 0. Box3707 Seattle, Washington 98124 -2207 all Sto•: 3U -EC PROJECT FIG. BY K KOLB BASE PLATE DESIGN DIMENSIONS: N= 7.00" B = 7.00 " d = 3.00 " bf= 3.00" x= PIER SIZE _ 1.00 " 1296 sq in Bolt dia = 0.5 " MATERIAL PROPERTIES: fc' = 3000 psi Fy = 36 ksi Es /Ec = 10 LOADS: P(DL +LL)= 5.90 k LONGITUDINAL - P (seis)= 0.00 k M (seis)= 5.70 " k V (seas) = 0.35 k TRANSVERSE - P (seas)= 4.61 k M (sels)= 0.00 " k P(upiift)= 3.57 k V (seas) = 0.46 k JOB NO. CHECKED BY ,�1,t� -� DATE 8/25/93 SHEET OF REV'D 3/4/94 S min S min x N n bf n B LOAD TYPE: =S mox a) UNIFORM S mo, b) TRAPEZOIDAL S mox c) TRIANGULAR Y Pt + Pc BY: BAO / REV. C / 11.03.93 1/4 FILENAME: (2103RACK.XLWJBASE PLATE TEMPLATE 3/4/94 8:35 AM BLDG 21 -03 PALLET RACKS BASE PLATE DESIGN BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mall Stop: 3U -EC PROJECT FIG. BY K KOLB JOB NO. CHECKED BY &/1-- DATE 8/25/93 SHEET REVD 3/4/94 DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL, LL AND SEISMIC LOADING IN THE LONGITUDINAL DIRECTION: Pc = P(DL +LL) + P(SEISMIC LONG.) = 5.90 k BOLT AREA, As = 0.20 sq in A= B *N= 7.00 *7.00= 49.0 sq in Sx = N * B ^2/6 = 57.2 in ^3 f = B/2 - x = (7.00/2) - 1.00 = 2.50" e = M /Pc = 5.70/5.90 = 0.97" BASE PLATE LOAD TYPE: b) TRAPEZOIDAL (SEE SKETCH ON PREVIOUS SHEET) Smin = 0.12 ksi Smax = 0.22 ksi Pt = 0.00 k NO ANCHOR BOLT TENSION BASE PLATE DESIGN PROCEDURE FROM AISC 9TH EDITION pp 3 -106 THRU 3 -108. m = (N - d) /2 = (7.0 - 3.0)/2 = n = (B - bf) /2 = (7.0 - 3.0)/2 = fp = 0.22 ksi Al = B * N = 7.0 * 7.0 = 2.00" 2.00" 49.0 sq in A2 = 1296 sq in (Pier size) DETERMINE tp: tp =m fP O.25fy *1.33 0.271" < GOVERNS tp = n f P = 0.271" < GOVERNS 0.25fy *1.33 ACTUAL tp = 0.500" > 0,271" OK OF BY: BAO / REV, C / 11.03.83 2/4 FILENAME: (2103RACK.XLWJBASE PLATE TEMPLATE 3/4/94 8:35 AM BLDG 21 -03 PALLET RACKS BASE PLATE DESIGN BE&C ENGINEERS P. O. Box 3707 Seattle, Washington 98124-2207 Mall Stogy 3U� EEC PROJECT FIG. BY K KOLB JOB NO. CHECKED BY kjfrt.• DATE 8/25/93 SHEET OF, REVD 3/4/94 DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL, LL AND SEISMIC LOADING IN THE TRANSVERSE DIRECTION: Pc = P(DL +LL) + P(SEISMIC TRANS.) = 10.51 k BOLT AREA, As = 0.20 sq in A =B *N= 7.00 *7.00= 49.Osgin Sy = B * N "2/6 = 57.2 in ^4 f = N/2 = (7.00/2) = 3.50" BASE PLATE LOAD TYPE: a) UNIFORM Smax = 0.21 ksi Smin = 0.21 ksi (SEE SKETCH ON PREVIOUS SHEET) NO ANCHOR BOLT TENSION DUE TO MOMENT Pt = 1.78 k ANCHOR BOLT TENSION DUE TO UPLIFT BASE PLATE DESIGN PROCEDURE FROM AISC 9TH EDITION pp 3 -106 THRU 3 -108. fp = 0.21 ksi DETERMINE tp: tp = m f P = 0.267" < GOVERNS 0.25fy *1.33 tp = D fP = 0.267" < GOVERNS 11 0.25fy *1.33 ACTUAL tp = 0.500" > 0.267" OK BENDING DUE TO UPLIFT: MAX Pt = 1.78 k M= Pt *(n -x)= 1.783 "k S = (N * tp ^2)/6 = 0.292 inA3 fb = M/S = 6.11 ksi Fb = 1.33* 0.75 *Fy = 36.00 ksi > 6.11 ksi OK BY: BAO / REV. C / 11 .03.93 3/4 FILENAME: (2103RACKXLWIBASE PLATE TEMPLATE 3/4/94 8:35 AM BLDG 21 -03 PALLET RACKS BASE PLATE DESIGN BE &C ENGINEERS P.O. Box3707 Seattle, Washington 98124-2207 all Sto.: 3U- C FIG. BY K KOLB CHECKED BY ,j ti JOB NO. DATE 8/25/93 SHEET OF REVD 3/4/94 DETERMINE CONCRETE AND BASE PL STRESSES DUE TO DL AND LL; BASE PLATE LOAD TYPE: UNIFORM Smin = 0.12 ksi Smax = 0.12 ksi fp = 0.12 ksi DETERMINE tp: tp = m fp = 0.231" < GOVERNS 0.25 fy 4P = h fp — 0.231" < GOVERNS 0.25 fy ACTUAL tp = 0.500" > 0.231" OK CHECK ANCHOR BOLTS: MAX Pt= 1.78k - 2.31 = MAX V (PER BOLT)= 0.23 k ANCHOR BOLT TYPE: HILTI KWIK BOLT II SPECIAL INSPECTION ?: NO DIAMETER: 0.500" EMBEDMENT: 3.500" TENSILE CAPACITY = 1.00 k SHEAR CAPACITY = 1.84 k INTERACTION: MAX Pt MAX V -0.52 k TENSILE CAPACITY + SHEAR CAPACITY 1.783/1.000 + 0.230/1.840 = W/O 1.5 FACTOR = 0.125 <_ 1.00 1.00 OK IF 1.5 FACTOR NOT USED /a- BY: BAO / REV. C / 11.03.93 4/4 FILENAME: [2103RACK.XLWIBASE PLATE TEMPLATE 3/4/94 8:35 AM BLDG 21 -03 PALLET RACKS SLAB CHECK BE &C ENGINEERS P. O. Box3707 Seattle, Washington 98124-2207 Mall Stop: 3U -EC FIG. BY K KOLB CHECK SOIL BEARING TRANSVERSE FORCES: P(DL) = 0.80 k P(LL) = 5.10 k P(S) = 4.61 k JOB NO. CHECKED BY eli,L DATE 8/25/93 SHEET REVD 3/4/94 P(TOTAL) = 10.51 k SLAB THICKNESS = 7.00 in 7.0" SLAB DEPTH, d = 3.50 in (TO REBAR) fc' = 3,000 psi fy = 60,000 psi ALLOWABLE SOIL BEARING PRESSURE = 1 psf ALLOWABLE SOIL BEARING PRESSURE FOR SEISMIC = 1 psf BASE PLATE AREq N = 7.00 in B= 7.00 in Abase = 7.00 * 7.00 = EQUIV CIRCULAR AREA = icr 3.95 in 49 sq in L = 10.95 in LOADED AREA = _2 62 sf FOR DL + LL SOIL B PRESSURE = FO}-0 + LL + SEISMIC .ZOIL BEARING PRESSURE = OF Pit4- cne-lA c r t4ZA -7 s t lfi% BY: BAO / REV. A / 10.19.93 2256 psf 4019 psf 1 NG 1 NG 1/2 FILENAME: t2103RACK.XLWJCONCRETE SLAB TEMPLATE 3/4/94 8:45 AM BLDG 21 -03 PALLET RACKS SLAB CHECK ee BE &C ENGINEERS P. 0. Box3707 Seattle, Washington 98124 -2207 Mall Sto•: 3U -EC FIG. BY K KOLB JOB NO. CHECKED BY OKA.. DATE 8/25/93 SHEET OF REV'D 3/4/94 DETERMINE AREA REQUIRED TO BRING SOIL BEARING WITHIN ALLOWABLE. R.. QUIRED LOADED AREA = 7883.09 sf SOIL EARING PRESSURE (DL +LL) = 1 psf FACTOR • SBP = 1.4D +1.7L = 1 psf SOIL BEARI PRESSURE (DL +LL +E) = 1 psf r,,J'• FACTORED SBP 0.75(1.4D + 1.7L + 1.7(1.1 E)) = 2 psf" REQUIRED LOADED • - EA RADIUS = 601.11 in CHECK BENDING: Mu = (0.00 * 597.61A2)/( * 12) = /26.1 in k/ft = 2.17 ft-k/ft FOR PLAIN CONCRETE: 5 = •d ^2)/6 = / 98 in3 Ft = 1.6(fc) 60.5 = 87.6 ft = M/S = 266.0 psi . > 87.6 psi NG SLAB "BEAM ACTION" CALCULATION F = (b * d ^2)/12,000 = 0.0,1.23 Ku = Mu /F = / 177.33 Ku= 4f'ow(j'.59w) w = , /6.0727 p REQ'D=w*(fc/fy)= pMIN = 200 /fy = STp= t REQ'D=pbd= ( Ast PROVIDED (IN 1 FT WIDTH) = 0,0036 0.0033 0.0036 0.15 in ^2 0.21 in ^2 -- -m- CHECK PUNCHING SHEAR: bo = > 0,15 in ^2 OK 2 * [(7.00 + 3.50) + (7.00 + 3.50)] = 42.00 in Vu = 1.4D +1.7L = 9.79 k Vu = 0.75(1.4D + 1.7L + 1.7(1.1 E)) = Q Vo = 0.85 (4) f'cbod 27.38 k 13.81 k < - -- GOVERNS 13.81 OK BY: BAO / REV. A / 10.19,93 2/2 FILENAME: 12103RACK.XLWJCONCRETE SLAB TEMPLATE 3/4/94 8:45 AM 1 PROJECT t 1-4341441 S*DP FIG. BY le-4"1-4S BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: JOB NO CHECKED BY 11/144" DATE SIP3 ff3 SHEET_ OF_ Cut-ts ct,tePoeA " t' tu-rAe.s • bf (e-„J SH'6-1,P t,di-t 161 /51-1-r-L- =•- (4-ce)t 1615')/144 = ••■■••• no. • r 0 r 5-1-1-e-r-ves V&/2-n o (A .*LS ) ( 11 \50■64) s k4VC-5 V#44 1 (4(0'7 a bL 0( Icb I(05 bC-516,2-1 Lo* eScP < c- 6 0-/...A-,>4 A2t 1: 0 A-I) 1..6,4bCle- • • 9A- c--V-S • 4 bc-stc..-{ PL-t)og. tro 4-04.b. • A-e-e ot-C-C-6 Sk.A.C.1-1 /7-1111 1 2-s-z) e ) ‹l-fra P yes ,o-ILA-1 Kio'rtt o PO. 0-1 C•4 0.i 5-kivibe a, f2Ae-e toasTS BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124•2207 Mail Sto : PROJECT FIG. BY A-0 It- a low, ike-tyt,6 %mitt es - PL.-A-P-1 RAC 1,6 e ( OA • cA-P g-t-kfT CHECKED BY 4 eorf rzd JOB NO frld DATE h i4 4 t■A 5 p et-4 r-,-/ FA-C-6 PAC-c 51•:.'ef-Ct r...t C. —D SHEET_ OF_ Li-ser e.tt-T, 5 coorCs" ••••■■••• • t• ION" LON Mer/r 'ITCH F-- 35 to re-At4 w/ 64.05s - ok-ts LE c 5 ell 5 2A-CK-eTS • .. os5 s t, rt ?ctorr-A 4c" (2,6p I. a-4 ss A-1C 1-1 6 g t--01--NAA ke-c (1--C410 d. fro P LA4 (2-tc-141- o 0-0\4 12- lk-C te-S fl. 12-444 a--0.44 setk-c,c}e Pc-a- (Afg-tco-t 8" 13 0F e ttt1T �vJE NAI 14-LI Pt T ,c-1j 0;4 Lo4 fJ 2 t•.-.1 A1A- Si-fod../K1 A'S 15 tICV ee.:12! ( itow BE&C P.O. Box 3707 ENGINEERS Seattle, Washington 98124.2207 Mail Stos: PROJECT FIG. By VI-n/6 4-4 ti.) 416.4 t.AAx V no1/11 13Cti a inn JOB NO. CHECKED BY DATE /7 /44 SHEET_ OF_ Vsz. IS T SLA D web fist PA-P-1S 0)-) /9.1 c Hog. govrff ort-1-66 #416' P gx) vet.) MC K. A-Ki 00 A--G46 1) el-A-IL_ FIELD CHECK LIST BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 al op: 1 PROJECT 'i Ufra•IW 1I1'OP JOB NO. FIG. BY 4I4 O/6 CHECKED BY 01 " DATE FIELD CHECK LIST - RACK DATA BLDG: 2t .. O ( a'IJ evfo t\AC-1 i Fp-0c." 3 ) LOCATION: 5.e)T777- TYPE: I c I S I IDENTIFIER: ILI iii ALLOWABLE LOAD /SHELF: PDT ri -D 12'1 BEAM MARK: -v,g7,$3 ,� �,�) t � - Z BEAM SPAN: UPRIGHT MARK: a 70 HEIGHT: - 2o'- 0 FRAME DEPTH: 4 c/' ( 061, Ws V' t o' ) SHELF SPACING: 1st: S 5th: 9th: 2g 2nd: 25 6th: ,-to 10th: 3rd: 26, 7th: 240 11th: 4th: 2-4.0 8th: 9-c• 12th: SINGLE ROW: NUMBER OF ROWS: 414 BACK TO BACK ROWS: >C�C 2, NUMBER OF BAYS PER ROW: m V LA-1 9 TYPE OF BEAM CONNECTION: LI P 16-► \f / / "A " \/,f &ub S TYPE & SIZE OF BRACING: 1 117" y 1"X" BASE PLATE SIZE: 7 ) / 1/Z \..1 /0. / b" Y' k-o L. t 5 rZ.JtYL 5 c e g, t" NO., SIZE & TYPE OF AB: 1/ 7-" THICKNESS OF SLAB: '30 p0 (%s I SLAB, fc = REINFORCEMENT DETAILS: 171 1.6, -°' U P PO a1 41 c s -b BEARING CAPACITY OF SOIL: ftr . A . REFERENCE DRAWINGS: bk"1 CS 121- V O - 1000 S I -n-1-0.? /t S4 NOTES: IC (G-v-4 I LO kD '` 2 S'0 P s FILENAME: TMPFCL01.XLS 3/3/94 9:24 AM City Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0086 (511) John W. Rants, Mayor March 11, 1994 Re: Boeing Company Building #21 -03 -3417 South 120th Place Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) 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 12.104(a)) City oTt Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 2 2. 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. 3. 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. 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) Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 4. High -piled combustible storage is combustible materials in closely packed piles more than 15 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 9.110) 5. 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 City Y o T ukvvila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Maintain fire extinguisher coverage throughout. 6. 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. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd i CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 03/08/94 Activity Table Processing RACK STORAGE PERMIT Permit No: B94 -0086 Tenant: BOEING #21 -03 Status: PENDING Address: 3417 S 120 PL Type: B -RACK Vers: 9101 Screen: 01 Base Information Parcel No: 102304 -9069 Owner: SABEY CORPORATION Validated By: SLB Plan Ck Approved: / / Applied: 3/ 7/1994 Status: PENDING Issued: / / Completed: / / Act /Inactive: A Final Notice: / / To Expire: / / Nature of Wk: INSTALL 288 SECTIONS OF PALLET RACK. Location: Zoning: M1 M2 Valuation: 20,000.00 UBC Edition: 1991 Rack Storage Dimensions - Linear Feet x Height = Totals 4160 18.0 74,880 .0 .0 .0 .0 .0 F7= Update, F2= Previous Line, F1= Screen Index, ESC= Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 03/08/94 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B94 -0086 Tenant: BOEING #21 -03 Status: PENDING Address: 3417 S 120 PL Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Ap Cond. 03/07/94 03/08/94 03/08/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[EXITS..... O.K. ] 2[ ] 3[POSTING OF MAXIMUM SHELF LOAD REQUIRED BY ENGINEERING SPEC. ] 4[ 5[FIRE PLEASE REVIEW AND.COMMENT.. 6[ 7[ 8[ 9[ 10[ ] ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. r DETACH TO DISPLAY CERTIFICATE -4 RECEIVED CITY OF TUKWILA MAR 7 to4 PERMIT CENTER DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A T CONT GENERAL • . - REGISTRATION NUMBER EXPIRATION DATE 01 BOEINC*294HL EFFECTIVE DATE 01/01/95 07/1.3/71 BOEING COMPANY THE P 0 BOX 3707 MAIL. STOP 1F-09 SEATTLE WA 981242207 ....411A.MY17-1 • • • • •JMAJJ44.4.••.- STATE OF WASHINGTON ,41-••••■•■••••1,■•••••••••• • •••r• 'TIN ••••• •••••••• TryINTIT•11 •■••••■•••■••••■•••MTIT FYI F625-052-000,(.3.7.). ••••■■■•.a.W.G.".•704.4•4.•.1.1.J.161.•..1,-....•1.1.11,••19. • t.b...•11.11.1...•••••••■••■•4.)....L. t... DETACH TO DISPLAY CFRTIFICATF SOLNC DES -Ni 8c SPACE GROUP 8ULDNC 2--(9 3 H E L 0 C A 1 El BCAG BLANKEm DAL E P A C K PERM T o 14-01 AREA MAP 7-127 ` <1NG COUNTY •. -AIRP(Y.-?T OFFICE CENTER (FAA) r. • ▪ `' , - \ \ \Z' \ , ‘<,...,,z/pS\..\\\ \ \. ::-;::' y V. \ N7;2? EXIT 158 �! �J /A'7.;())J 158 EXIT 157 — EXIT 157 177 -1j FAST MARGINAL WAY FROM SEATTLE- 99 CORPORATE PARK TACOMA AIRPORT 1\ X599 TUKWILA \ FROM KENT" & AUBURN PROJECT 1 M SITc��� DEVELOPMENT CENTER AND EAST MARGINAL WAY CORPORATE PARK SYM REVISION f BY APPROVED DATE A PALLET RACK PERMIT tGM BB SC SA 103.04.94 SYM REVISION 900 it EAST MARGINAL WAY CORPCY ATE PARK BUILDING 21 -03 3417 SOUTH 120TH PLACE - TUKWILA, WASHINGTON 98168 SITE R,I1AP SOUTH i 2(fth P1�1CF 7 \ 21 -03 21 -01 PROJECT SITE IN 21 - - -03 BUILDING SHOF' SET Cf -1 L- r I._I ..� R:4 1 21 - --05 11H I; EAST MARGINAL WAY CORPORATE PARK N BRIEF_ PROJECT NARRATIVE . INSTALL AT ION OF PALLET RACKS. THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., N.E.C. AND THE A.D.A. (AS IT RELATE` TO THE: AREA OF TENANT IMPROVEMENT) AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. E PARTIAL BUILDING FLOOR PLANS SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. • ENGINEERING CALCULATIONS OF APPLICABLE) g ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33-A N BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. GENERAL PERMIT (SHELL.. & CORE) E SETS OF ENERGY CALCULATIONS SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SET`; SOILS REPORTS 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS *TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL. DESCRIPTION 2 SETS OF WORKING DRAWINGS g 2. TENANT INPROVEMENTS, 2 COMPLETE SETS Ci 3. MECHANICAL, 2 COMPLETE SETS O 4. ELECTRICAL; 2 COMPLETE SETS ❑ 5. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS NO SCALE rr �� � ' : z tai! � .tisvv:rl :Y Y$47Xtu'i'aKf FACILITIES TIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION is -APPROVED APPROVE; EIY I DEPT. DATE I1 {IIf{ III{ I! I{ !II {I�IIII1 {IIIIIIIIIIIII {I {II1 JjJ!.JIIIII- IL-i1` %1 • - :� (IIrI111I rt4 WIWI 1ITi <I,: 1111.111 IT 11 11,11111III 103 4 5 6 7 8 1 notice, it is due to the quality of the original document. 0 16THS INCH 1 2 O IP 1 $OTE: If the > icrofi. _med document is less clear than this !!fir • .!�Y -. F� -Y � r .J: ?, f>v. : :.t 'i 3 �,.•_ 111 1 TEV I I I I I I I I I I I I I 9 ; 10 111IL11!EIII111!IjII11L!IIII 11. iH°LAMA)" 12. • 06 6Z 8G LZ 9Z GZ hZ CZ ZIZ lZ 0? 6Il 81 Li 9l GL bl Cl ZL U O(, 6 8 L' , 9 G +i C ZI t WW Q IIIIIIIIIIIIIII!ill11illi !( III !HILL!IIIMiilid!in111111111ll'� 1111!!111 1111 ,111TH{!Uhi;Ij,lgthilltII!lI ills tit ill! IL!I!Iiiiii.iilll�! Li!LLIiI ili111I�If�I� III! 411111111 ;11.I9l I1LI 1 11!111, IJ IIlI�I11! II 1il!!ILL!!! I! II! InII! i! I�!!! IT! VIIIiIIIIIIIIIL!!nLil!III!ILIII AflflprS`: ,7d t gat Ere. 9a. day �,ta 1 :, C .;tr,-Of e-; .-0, j 0 sco } 1 i\c \Ne 4 SITE AREA (TOTAL) LOCAL AUTHORITY LAND UbE CODE CODE REFERENCES OCCUPANCY GROUP .. . CONSTRUCTION TYPE ....... FLOOR AREA (ACTUAL) .. BUILDING HEIGHT STORIES OCCUPANT LOAD F I RE PROTECT I ON EAST MARGINAL WAY CORPORATE: PARK 3417 SOUTH 120TH PLACE BUILDING 21 -03 TUKWILA, WASH I NGTON 1 720,100 SF 09 48 CITY OF TUKWILA M -HP 1 991 UBC (TUKWILA) 1991 UFC (TUKWILA) ADDITION:; PEP CITY OF TUKWILA B---2 (NO CHANGE) ! ! N (NO CHANGE) . 48 , UE:() S r (IMPROVED AREA ONLY) ) 29'MAX . (NO CHANGE) 1 (N0 CHANGE) 70 (NO CHANGE) (ACTUAL 6) . SPR I NIKL EKED (REVISED FOR RACK STORAGE) 4 HR . @ SOUTH & 4 HR. NORTH SEE SHEET Al FOR ALL AREA SEPARATION WALLS AT THE 21 -03 BUILDING .... ...(NO CHANGE) 98 168 ACRES) SEPARAT IONS. (BUILDING) SEISMIC ZONE. FIRE ZONE PARKING (TOTAL SITE) LEGAL DESCRIPTION LOTS 1 TO 16, VACATED BLOCK 3 AND LOTS 1 TO 8, VACATED BLOCK 4, IN THE PLAT OF RIVE:RTON, BEING A REPLAT OF REVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PLAGE 36 IN KING COUNTY WASHINGTON: TOGETHER WITH THE PORTIONS OF 34TH AVENUE SOUTH AND 1233RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAW; ALSO THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH„ RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (SR 599) WITH THE WESTERLY MARGIN OF EAST MARGINAL WAY IN THE NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 16° - 2 9' 05" EAST ALONG SAID WESTERLY MARGIN 534.34 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 78° 43' 27" WEST 415.05 FEET THENCE NORTH 87° 30' 37" WEST 726.40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE SOUTH O1' 48' 37" WEST ALONG SAID WEST LINE TO `THE NORTH LINE OF. THE AFORESAID PLAT OF RIVERTON; THENCE EASTERLY ALONG SAID NORTH LINE TO A LINE PARALLEL TO AND 820 FEET FROM THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE NORTHERLY ALONG SAID PARALLEL LINE 376.01 FEET TO THE NORTHWEST CORNER OF THE TRAVERSO PROPERTY AS DESCRIBED IN DEED RECORDED UNDER FILE NUMBER 5612479; THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRAVERSO PEOPERTY 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING. DRAWN BY / DATE SUBTITLE R.BER_IENAs 1r<E k,r . G.MEE.LER FHECKED S.CRUSE C�f� PPROVED G.CULTUN _— AS.AtCPR Vt: SIWRI ,_ 12.24_94 TITLE COVER SHEET BUILDING 21-(33 ARCHJTECCURAL MASTER COL D.C. cm °V I k°1‘.% 11 t� r 011 -- {n RECEIVED c.N! CITY OF TUKWILA C� �#1 7 199'1 PERMIT CENTER LAS' hCVASION SHEET ttENGINEERS A 03.0 4.94 AO OF JOB NO COMP o. _ _ ___ DCA-94024 �OWG NO. 21- 03--A0 1 1 MATCH LINE - FOR CONTINUATION • K 101N10) 60' -0" - EXISTING EXIT SIGN. OFFICE 101L_101 OFFICE I101P10 A3 A3 60' -0" 180'---0" 60' - -0" - EXISTING EXIT SIGN 6'---8" MINIMUM CLEARENCE mag2 w . -. _ .... ..,.�.- .r:.,., -•: • 61 �rrc ; °; r lin est; l$(x44 168-x12--r- --;IPT mow p5E-, 1131- _109 PR !S3•z�M. _IA-s1 • 1 lts'xa�a- 168"x44'r! t�a•x R tavrx %� EPR MT .. -i! .4• RI- *VW if . ` IF " tf .41E. ;$13 -xge I 9' 166 "x04• ttF x ? VOA 'z- D E R 168-Hy i 7 14F's14' T J.'.44'_r 168'x44' !ir _Laiod511 _ _ 1't'<4 t'Xt4_ __ moo Er'. Ice ' 1 ocsiQ F t !_if' " 1:rx4o` MAT r T6"x&Q... R 15:242 168 - o'I 1¢t'; 10'494 *0137;7, _40 Armor Io'x4 1PR, , re 1a 'x4 ' ; 'xcl.'!1 J§� _49' 1.1 KIT_ I: `` 16exanr _166A 3 4 twx,sE 10-3091R- ' 71 "K' ' tr ji � .x _ i I 11) ,� R _A'1 � pR i, :x42. !1 , ` I t•x� Aex 143'x't P. _goa �F q imAYff iw;;A_ lopt&R 1WM4'(' U 12nW. , •x fi, .§0.x4715- i .rx 1 f %4.5t Ina [PinVIAJW 110.134` '1fi 1f�4Q9, L#1' 11T _ •1 $iS!s X'I�'fll' " t� ___10119 168•,x4o•IIPR 1£�X �� _ _ttx42� _16�t'11i4' 9, . J.1x42 001MS1 10. x � � t 'x � Its z !10 iN _ 8L i 'x4:" Arx T 1•z __ tfgr2j4o'1PR .1 'z+i !k z 14 - t0'1!QJ! 1 K • Pfd lig x.a` t v iC 'x'i! R- 1' #P PP 1 'ISSQ'll' 148X4o'U __man ' ___.4 ` ___ . L a 7 wag 1 ;•XiT _ACME 6aNt1-- ifiP AR 1 mY.JE 1�$•x4C'ErR 1 t't(�"K4� _ 148"xtil• 1.:_�� 1$ 3+9Y 16 -x0PR ___AgracE_ 1- x +.2!I _ _ 168•XJR tts9 X40• i � _ _ 1 i4J1 ! 6$ h40 1i X [13R- MAP 1Y Ifinfr TYPICAL 1gCTO JAx IiX+ tcr. .no l' _AMP 16.X49. 16861 z � • R17 AC N[W EXIT SIGN -� C_ 4—) CE3 GYM REVISICIN 6Y APPROVED PA ?E 1 SYM A PALLET RACK PERMIT GM BB ISC SA 03.04.94 c OMPoSI E E I RS tt 4:1!R— :;;: 16,8•X H m Iftn4ta..1:._.P .mil MQ 16040 iwx,40:r 1 1 ! ! 1 1 MATCH LINE - FOR CONTINUATION SEE SHEET - :'J '•i 1 STORAGE - 101 N9 REVISION E3Y P.PPROVED 1 DATE. • EXISTING EXIT SIGN (101T,;> El FACILITIES DEPARTMENT IIIIIIIIIIIIi$Iij IIII IIIIIIIII II111111III IIIIII1IIj111111114FRE 1111111IHI li111.111 t II1{1. I1 II1l$j111 11I 1I1!E11 II 4,I_ }1,ji141 0 le HS INCH 1 2 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the ►riginal document, OE 6Z Eile LIZ 9Z 9Z bZ ' CZ ZIZ IZ OZ 61 91 IIl1111111l1l11111!illlll11111. 1111{ 1111! I!I I111111II !ill!!IIIIII!11;1llll14111 �1l 14111u►ilj II 1041..11111111111,3 .111 !111111Th L1 91 9I -r 1 PAL LE L. RACK DESCP I PT ! ON PALLET RACKS LODI METAL TECH,, INC. 213 SOUTH KELLY LODI, CA. 95240 209 -- 331 -- 2500 ', f COMPONENT 5 BEAM`.—; ..... BEAM END CONNECTIONS. COLUMNS BASE PLATES.. ANCHOR BOLTS . SHELVES PA.LLET RACK POWS 14'. - -0' LENGTHS OF "LBC5O" . 4 - -PIN CONNECT IONS WITH "A" WELE;`. 2O' - -0" LENGTHS OF "LMT.30" r x7"x1 /;2,, (SEA SECTION DE:LO'+'�' �. 2 1/2"0 ANCHOR BOLTS WITH 4 MINIMUM (4 i /7'• MAX I MUM) AT EACH BASE PLATE 8 PER PALLET RACK , [QUAIL Y SPACED WI 1 HE I GH1 OF 1 8 ' -0" ABOVE F I N I SHE L) FLOOR. "BACK TO BACK " (1 ' 0 MINIMUM, 1 ' -E=," MAX I MI..IM' WI 1 H THE EXCEPT ION OF THE TWO SINGLE POW OE PALLET PACKS (WITH CROSS AISLE TIE BEAMS) (SEE SECT ION BELOW) LE•CEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR. GENERAL. NOTES (4-1L SHEET (;1. 2. SEE QUADRANT DRAWINGS FOR SCOPE Or. WORK E:MBF NI' NT A MAXIMUM SELF 1 '.__n MINIMUM 1 ' - -►_' MAXIMUM I; Il- i;' Ii . . -- RIGID RO. SPACF AT EACL1 -" t)PRIfH /7 ri•_- 7" 1 f)' -- 4" I FACE TO FACE 1—= LMT 30 UPRIGHT S IN BACK TO E3Ae K ROW INSTALLATION SCALE: NONE 4" MINIMUM 4 1/2" MAXIMUM LODI ML1AL TECH, INC 1_BF- 356 REAM WITH CROSS AISLE IT BEAM QtRA�'� {ETS L.VI 30 r / UPRIGHT, SINGLE. P..-)0,/ V 3' 4' REF CROSS AISLE TIE. BEAMS CROSS AISLE TIE BEAMS ARE REQUIRED AT TOP OF EACH UPRIGHT OF SINGLE ROW PALLET RACKS. RIGID ROW SPACERS, (3) PER UPRIGHT (AT 1'-.6" FROM TOP AND BOTTOM OF UPRIGHT AND ONE AT MID - HEIGHT), ARE REQUIRED AT EVERY UPRIGHT LOCATION BETWEEN ALL ROWS SHOWN AS BACK TO BACK PER PLAN. A3 LMT30 UPRIGHT COLUMN - BASE .PLATE 7x7x1/2 WITH (2) 9/16 "5 HOLES EXISTING SLAB SECTION .._SCALE: NONE ACCEPTABILITY ;HIS DESIGN AND /OR SFECIFICAT!ON IS APPROVED APPROVED BY DEPT. DA ■ �, A SARI ARCHITECTURAL MASTER TE DRAWN - R' G. MILLER,`` CHECKED -_ .•.. _. u BFRI IEN G.MILLER �rtRi =r5 . S.CRUSL APPROVED I,G.CULTtJM 1/2"0 DRILLED EXPANSION ANCHORS A3 DATE TGIF ;..' .F I E:) N NC r._ 1.11% i312,‘ - •� 1A.10 i. • 1AII COMPOSITE FLOOR PLAN BUILDING 2i -Q3 lhYil4f".�`tgb', !4 l I IIII111111IIII I111I$I1llilli111111III1l1I 9 10 11' MA" INB'RMmv 12. • hl C1 Z1 11 oL 6 e Z. 9 s 17 C Z OM 0 EI,11! kid II I,11.i_il.01101 {.!!! 1111111.1..1 1 ►11 i bkli!J it11111 I I1 1111 !!!?1111! !!!lIl!!!I!!IIII±IIIIIIIIIII! IIIIII!il 0111111 COL H--- t) /8- -1 1 1A14 1A15 KEY PLAN RECEIVED CITY OE TUKWItA 1'.4)0 7 19911 D.C. PERMIT CENTER 1Al2 1A13 BE &C ENGINEERS -_ -•- ._ -- - - -__ __ .. . S` /61801 DATE _03.04.94 IF ,T REVISION SHE E A3 Joe NO. DCA-- 94024 DWG NO. 21 -0 -A3 1 OF 94024A..L/ 424A003N .rs.... • v. •,',-:::11.r,:.0r- .n,1,...,••:::» ..41;; t+r-a;ii_ U'.4AC •,, +.• .... r BOH\C 3FFF\SF 3A_DI\G RELOCATE 3CAG (BALLET ACK AREA MAP FROM DOWNTOWN SEATTLE 00 14-01 7 7 -127 ICING COUNT 7 AIRPORT OFFICE CENTER (FM) 900 N 99 , r v;— % /////a `l%/ 7 /4 / #e,, EAST MMCA'ML WAY FROM SEATTLE- cOA'PORAR PARR TACOMA AIRPORT 99 Gi 599 TUKWILA EXIT 157 FROM KENT dE AUBURN PROJECT SITE DEVELOPMENT CENTER AND EAST MARGINAL WAY CORPORATE PARK NO SCALE & SPACE GIP 21 -03 3A\KH S DEPOT SET; (LP 0 EAST MARGINAL WAY CORPORATE PARK BUILDING 21 -03 3417 SOUTH 120TH PLACE TUKWILA, WASHINGTON 98168 SITE MAP SOUTH 120th PUKE 21-02 (� PROJECT SITE IN 21 -03 BUILDING EAST MARGINAL WAY CORPORATE PARK NO SCAB ' CHECKLIST • BRIEF PROJECT NARRATIVE INSTALLAIION OF PALLET RACKS N THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., N.E.C. AND THE A.D.A. (AS IT RELATES TO THE AREA OF TENANT IMPROVEMENT) AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. N PARTIAL BUILDING FLOOR PLANS SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. M ENGINEERING CALCULATIONS (IF APPLICABLE) N ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 -A N BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ❑ 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS N 2. TENANT INPROVEMENTS, 2 COMPLETE SETS ❑ 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. ELECTRICAL, 2 COMPLETE SETS ❑ 5. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS .�pVd14 °T° h ° ^�hacv'�`1,oPOII' �OV CO ,n ,QC OI COI, _ ;. Na 1041 wr9 . ,e ve °''� 4.N - 0 ,Rey CODE SUMMARY ADDRESS SITE AREA (TOTAL).. ... LOCAL AUTHORITY......... LAND USE CODE ... ...... CODE REFERENCES. OCCUPANCY GROUP.. ... CONSTRUCTION TYPE . FLOOR AREA (ACTUAL) BUILDING HEIGHT. . . STORIES OCCUPANT LOAD FIRE PROTECTION SEPARATIONS.(BUILDING) SEISMIC ZONE FIRE ZONE 3 PARKING (TOTAL SITE)..... (NO CHANGE) EAST MARGINAL WAY CORPORATE PARK 3417 SOUTH 1201H PLACE BUILDING 21 -03 TUKWILA, WASHINGTON 98168 1,720,100 SF (39 48 ACRES) CITY OF TUKWILA M-HP 1991 UBC (TUKWILA) 1991 UFC (TUKWILA) ADDITIONS PER CITY OF TUKWILA B -2 (NO CHANGE) III -N (NO CHANGE) 48,060 S F. (IMPROVED AREA ONLY) 29'MAX. (NO CHANGE) 1 70( (NO CCHANGE) (ACTUAL 6) SPRINKLERED (REVISED FOR RACK STORAGE) 4 HR. 0 SOUTH d 4 HR. 0 NORTH SEE SHEET Al FOR ALL AREA SEPARATION WALLS AT THE 21 -03 BUILDING 3 LEGAL DESCRIPTION LOTS 1 TO 16, VACATED BLOCK 3 AND LOTS 1 TO 8, VACATED BLOCK 4, IN THE PLAT OF RIVERTON, BEING A REPLAT OF REVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PLAGE 36 IN KING COUNTY WASHINGTON: TOGETHER WITH THE PORTIONS OF 34TH AVENUE SOUTH AND 123RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAW; ALSO THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH„ RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (SR 599) WITH THE WESTERLY MARGIN OF EAST MARGINAL WAY IN THE NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 16' 29' 05” EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 78° 43' 27" WEST 415.05 FEET THENCE NORTH 87° 30' 37" WEST 726.40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE SOUTH 01° 48' 31 WEST ALONG SAID WEST LINE TO THE NORTH LINE OF THE AFORESAID PLAT OF RIVERTON; THENCE EASTERLY ALONG SAID NORTH LINE TO A LINE PARALLEL TO AND 820 FEET FROM THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE NORTHERLY ALONG SAID PARALLEL LINE 376.01 FEET TO THE NORTHWEST CORNER OF THE TRAVERSO PROPERTY AS DESCRIBED IN DEED RECORDED UNDER FILE NUMBER 5612479; THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRAVERSO PEOPERTY 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING. MEM OfTY OP TUKWILA MAR 7 1994 pear 0E°ttE+w RISC ENOINIER• SYM wpm m AMOCO alt 3m ATOM OAR A PALLET RACK PERMIT GM BB SC SA 03.04.94 AnOar,A7fe FACILITIES DEPARTMENT ACCEPTABILITY TMS DESIGN AND OR J� SPECIFIGTION K D ei G „( i nostO 6Y DEIR. 0 grn suermt COVER SHEET ML[ BUILDING 21 -03 ARCHITECTURAL MASTER COL D.C. LAST REVISION SWEET 03.04.94 AO -DCA -94024 or .— MONO. 21 -03 -AO r 1 • cw /03 04.94/10:25 , . ',1 1) C1 D) ' ')) ( ) LEGEND: 13.04.94/10:28 94024M./424A003N 60' -0" 60, -0" 60' -0" FOR LEGEND SYMBOLS SEE SHEET G1. - 180' -0" EXISTING EXIT SIGN i, ( W1 ®f 1 6' -8x MINIMUM CLEARENCE ( a&_ -r-. a'—"'•�": a+!"•„7 Sul --7 4A• • , r4 4s -''I'7 a.!"'•„7 a mo r m it 1 M N 1 bo Lo N' I bD ( j 1 �. 1 EXISTING EXIT SIGN 1 eeA►!,'" ai>!"•'' 7ai ri'7Aarli'7e"7aill"!'74Jl 7 GENERAL NOTES: is_.!►• aeir air! i+!""r it e Aar -'-7 S. , rj a.11e rr Aiijn7 1. FOR GENERAL NOTES SEE SHEET G1. 2. SEE QUADRANT DRAWINGS FOR SCOPE OF WORK. -an I e. ai— •t'7 ai—., ,'_4 e ai '•*7 tii aim: 1u7•7 isiii. I in ri rrsrFR ..rFR termer nrr er r loner' rr r' e'er marl PALLET RACK DESCRIPTION PALLET RACKS LODI METAL TECH., INC. 213 SOUTH KELLY LODI, CA. 95240 CONSTRUCTION NOTES:. 209- 334 -2500 COMPONENTS BEAMS.. 14' -0" LENGTHS OF "LBC50" BEAM END CONNECTIONS. 4-PIN CONNECTIONS WITH "A" WELDS COLUMNS ... . 20' -0" LENGTHS OF "LMT30" BASE PLATES .. ... 7 "x7 "x1/2" (SEE SECTION BELOW) r ,r„rFR ansa mnirrit one PR un„rIPR ,r,,.r1'9 inter snarl 1 1 int art mere liner lone rear loner mere loner rnrd 1 M 1 1 up is `� • a '. • , • t • '. • .. I to .% m ANCHOR BOLTS .. .. (2) 1/2 "0 ANCHOR BOLTS WITH 4' MINIMUM EMBEDMENT (4 1/2" MAXIMUM) AT EACH BASE PLATE. SHELVES . . 8 PER PALLET RACK, EQUALLY SPACED WITH A MAXIMUM SELF HEIGHT OF 18' -0" ABOVE FINISHED FLOOR PALLET RACK ROWS "BACK TO BACK" (1 O" MINIMUM, 1' -6" MAXIMUM) WITH THE •"��� !�• 1 1 OFFICE 11O1L10 EXCEPTION OF THE TWO SINGLE ROW OF PALLET RACKS (WITH CROSS AISLE TIE BEAMS) (SEE SECTION BELOW) �I I.. N1 ._ . . 101L1 �� - A3 , . r • ;i. • 1 1 1 z re. ti>_.-' i,_.. 1 ii.t'7 ii—r*7 7 ii�".*7 l._..,r I to N M 1 , 1 a N' z Ea " _ M 1 e >I F+ M 17 i 5.-7. 1' -0" MINIMUM 1O' -4" 1 iOlM1s' 1 (101M8) N 1' -6" MAXIMUM FACE TO FACE — LMT 1 UPRIGHT, SINGLE ROW erne loner r err . r rr,.rr .r,.rr oriel (401N1G I 101N8 1 + 11 I �� �I r > loner . r mere ear mire mere rnwP rr ri RIGID RS' SPAC AT EA ; UPRIGHT � »' LODI METAL TECH., INC _ WITH 3 CROSS AI C SS AISLE TIE BEAM BRACKETS / zi 1 = .. .. .. .. .. .. .. .. 1 I �' c`OV i ii��'"• "L__ In tip' 4 till ii�•�'7 iit!""'7 tit��i ii�°'"7 ii>�'�'7 .1 5 1 - _._ . _.___ .__._ = t 8S F- D1P1 n iit!".� i.— • -r- ii�.� r. , •- - i. •-y- i' i._. ,-r7iia_ •-r- �i1"• -r- i 4031 col in OFFICE 1 ' r . 4 .. .. ' • 101P10 , . " i' .. . .. LMT 30 UPRIGHTS IN BACK TO BACK 3' -4" REF r 1 "'' 1 ' • .. ROW INSTALLATION "' .: CROSS AISLE TIE BEAMS CROSS AISLE TIE BEAMS ARE REQUIRED AT TOP OF EACH UPRIGHT OF SINGLE ROW PALLET RACKS. 1 I °1 RIGID ROW SPACERS, (3) PER UPRIGHT . ' , 1 (AT 1' -6" FROM TOP AND BOTTOM OF UPRIGHT AND CM OF TUKW1lA ONE AT HT MID ATEIG BETWEEN ' ARE REQUIRED AT EVERY APPRCINI ALL ROWS SHOWN AS (SACK TO BACK PER PLAN. MAR 5 1994 R • 1. i' •. �.. .. I1 ' A 9E t� D 1 M, SECTION �001R 1 1 1 pIVISIpN -( co i SCALE: NONE A3 SCI, MG . I , . `, N A3 TYPICAL 1 sa q 1 1 LMT30 UPRIGHT COLUMN • BASE PLATE 7x7x1/2 "0 1A10 1A11 n l {.; 10178 \ M 4" MINIMUM ° D 4 1 /2" MAXIMUM 1 �iA r1,1 NEW EXIT SIGN EXISTING EXIT SIGN WITH (2) 9/16 HOLES" EXISTING SLAB A3 w .. 1A0'1; . V 1A14 1Al2 I N 1A15 I 1A13 ('; ® ®� ® ® T I ® "0 1/2 DRILLED 4t-r1 F—^ (') EXPANSION ANCHORS SECTION (B KEY PLAN SCALE: NONE A3 0 Bqiii.... C29*Er MPS FLOOR PLAN «r OP TUKWILA SC: 0 MAR 7 1994 ooze P oxrErN WI C tNOMN sloe R'v ON cry IMPROVED an SN • REVISION DV *MC WE a0E /IVG FACILITIES DEPARTMENT � I – - i 'a , I , ` ~ . "` ls�f.I '�` 4 - ACCEPTABILITY THIS EEPTABI Y SPECIFICATION IS CI vED ' R I aTC S,ermc COMPOSITE FLOOR PLAN us' RtNSION o�T[ TT 03.04.94 A PALLET RACK PERMIT GM BB SC SA 03.04.94 • . I*= RLIEN/ r ttT �� a .CEO .r ter. ran R Of ..E *6 r rte' • M 1;#41i ' I 02.24.94 t BUILDING 21 -03 ARCHITECTURAL MASTER COL H -U/8 -11 D.C. DCA-94024 °w0 Na- 21 -03 -A3