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HomeMy WebLinkAboutPermit B92-0438 - UNITED STATIONERS SUPPLY COMPANY - STORAGE RACKS4 3r e • i Tat) DLI ERS SuppLI co, City of ?Uktivi (206) 431-3670 Community Development / Public Works . • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0438 Type: B -RACK Category: Address: 18300 SOUTHCENTER PY Location: Parcel #:352304 -9115 Zoning: M2 Contractor License No.: MAGSYI *117BT TENANT UNITED STATIONERS SUPPLY CO. 18300 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 OWNER SEGALE MARIO A PO BOX 88050, TUKWILA WA 98188 CONTRACTOR MAG SYSTEMS, INC. P.O. BOX 2301, KIRKLANU,=;w ., ULS Phone: 206 251 -5909 18351 CASCADE AVENUE SOUTH, TUKWILA," WA. 98138 ******** * * * * * * * * ** * * * * * * * * * * * * * * * * ** CONTACT COX RONN1t Height 16.0 .0 .0 .0 .0 Permit Descriptionf' INSTALL 16'. Rack Storage. Diinens,ions UBC Edition: :.1991 Valuation Total Permit ' Fee. 382': c *; * ** * * * * * * * * * * * * * * * * * * ** * * * * *** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** k* Per i t Center Authorized E i gnature _' ,Date ... 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'specif?ied 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 ,reg'ulating construction or t'he' of : work: - ;!"i am authorized ;`' to sign for and obtain this , k t y i i n g 'p; e. rm j�J RACK STORAGE PERMIT Signature: Print Name: itle: Status: ISSUED Issued: 01/07/1993 Expires: 07/06/1993 Phone: LUb Totals 760 7--93 455 -4121 0 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. PLAN CHECK NUMBER Ra O4 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTME N BUILDING - l01 t 2 24 �I;Z initial review R UTED FIRE FIRE PROT Sprinklers 0 Detectors t VI kr-L. FIRE DEPT. LETTER DATED: INSPECTOR: t INIT: O PLANNING O PUBLIC WORKS O OTHER BUILDING - I b ef-'t- final review ' 4�- INIT: REVIEW COMPLETED 'Q :tj4 ` INIT: 12.18 - 4Z INIT: c INIT: BUILDINGC,ERMIT APPLICATION TRACKING CONSULTANT: ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: �•Atv. KS CONTACTED DATE NOTIFIED 2nd NOTIFICATION 3RD NOTIFICATION .UIREME Date Sent - Date Approved - IBAWIAND USE CONDITIONS? ( )Yes ( I No S- E- ) Yes fNo UBC EDITION (year): 1 w- TOTAL OCC. LOAD PERMIT NO. DATE READY PERMIT EXPIRES AMOUNT OWING - 3c6ca 10 ( )-1e13 Ron n -e., `` cl3 BY: init. BY: init. BY: (inft.) SITE ADDRESS SUITE # 18300 SOUTHCENTER PKWY VALUE OF CONSTRUCTION - $ 50,000.00 ASSESSOR ACCOUNT # 3523 0491 — Z (commercial) Li Demolition (building) 0 Other PROJECT NAME/TENANT UNITED STATIONERS SUPPLY CO. TYPE OF O New Building Li Addition afinant Improvement WORK: Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: INSTALL 16' FURNITURE RACK BUILDING USE (office, warehouse, etc.) OFFICE FURNITURE WA DI OUSE STORAGE NATURE OF BUSINESS' ' WHOLESALE OFFICE SUPPLY /FURNITURE DEALER WILL THERE BE A CHANGE IN USE? fe No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 154,582 Tenant Space: 51,635 Area of Construction: 51,635 OR HAZARDOUS MATERIALS IN THE BUILDING? WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE lea No 0 Yes. .IF YES, EXPLAIN: PROPERTY OWNER MARIO A. SEGALE PHONE (206) 575 - 3200 ZIP 98138 ADDRESS P.O. BOX 88050 TUKWILA, WA CONTRACTOR MAC SYSTEMS INC. PHONE (206) 455 - 4121 ADDRESS P.O. BOX 2301 KIRKLAND, WA ZIP 98083 WA. ST. CONTRACTOR'S LICENSE # MAGSYI %',117BT EXP. DAT-12/1/93 ARCHITECT /ENGINEER H, R. Jlar. tiny Jr. PHONE (206271-4242 ZIP ADDRESS 212 Wells Ave. S. Ste. F Renton, WA 98055 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING OWNER OR AUTHORIZED AGENT SI ADDRESS DATE APPLICATION ACCEPTED RE v� n �t�✓J / I.P �JC�� PRINT NAME STEVEN R. NELSON la- i`1 - q& BUILDIN PERMIT APPLICATION DESCRIPTION BUILDING PERMIT PLAN CHECK FEE:> <' BUILDING SURCHARGE OTHER: •TOTAL:�: AMOUNT;: RCPT:`# DATE EREBY .CERTIFY. TH AT I HAVE READ AND EXAMINED THIS APPLICATi ...,, TRUE.:AND..CORRECT AND I AM;AUTHORIZED T..O APPL YF.ORTHIS;P ER P. 0. BOX 88050 TUKWILA, WA CONTACT PERSON .,. RONNTF COX DENNIS •EDWARDS JIM MACKERROW PHONE (206) 251 -5909 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 EXPIRES DATE lZ- /5 — la PHONE (206) 575 - 3200 CITY/ZIP TUKWILA 98138 COMMERCiAL NEW COMMERCIAL BUILDINGS/ADDITIONS • Completed building permit application (one for each structure) Assessor Account Number ; „.,.. : 7 .1W6 sots () of the following: • • •••••:- [_j Specificati.ns • ••• •• • .;•. Structural stamped by a engineer • . ...,•••••••• . . Soils r�port stamped by a VVasiiingto [1 Topographical * • . . 1--1 .: • • Energy calculations stamped by a%V engineer or architect I Legal description . . . .Working•drawings;" stampedkiy az.Washingto nState licensee . architect, whichinclUde: . .••• . • Slir ..•.• „.••:•••:. -.••• ...•.••••.• . ••... :.• • • Ar (:iiitectUral drawings . . • , , , • , Structural drawings , ••• • • , • , • ... . Mechanical drawings ... . . Eleaons Civil drawings ......., . • . • •.... „...... Landscape plan is • . , Completed iiiiiitiPefritit'aPpjtCationjene Six (6) sets of civil drawings •--: NOTE . ..... tegu 'ramp!? RA('K STORAGE . . . .. .. . ........ . . Complet building permit application As5ossor Account Number . ".:,:'•••••••••• ..................... 1**6 plans :WhiCkinCli.49:' f loor ....... Eniiie:SPaCeWhere'raaSWill•biltiCtii Dimensions of all aisles ...Tenant S OaCe.:flooe:plan showing rack storage layout, aisles and exits NOTE Include dimensions of racks (height width and •• leng th) aisles and exit ways on P!Pr. • ".' •••• • . . • Structural calculations stamped by a Washington State licensed engineer (rack storage 8 and over) ••••• RESIDENTIAL SithlVilTTAL CHECKLIST • • ..... .................. • ...... ,•••••••• • ••• • Washington State licensed State lIcense engineer . : . :'..••••:•::...........".........':::E'......!•::,.Eli''..:::::1;:!:•:,..:.:::::::;::..::.............,:.E.E.:::::::•••::::'• . :::,....::.:•,................, .... • .....:.:::,..,....,.....•.::,:,:.:::... ... ...,.... ....,...........,..,....,...,,,::::::::,,,,,......,.•••;::••••:........::::::„..., ".........................,......... .....•::.: .........,...„•,::.: . ...........,:::::,.......,,.:,......:::„..:,..,...........,„„,..,:::::,.. .• ... ...:.:......• ........• ::........:.•........•::::,..:..,,.........::::•.:,.......:.:::....,......... . . . ...,..,,:::.:,::„...,•,..:....:,, COMMERCIAL TENANT IMPROVEMENTS .. Assessor Account Number Two (2) sots of . ..... . .. .„,.. •••.••••••••• co Site plan • Location of tenant space • Existing and proposed parking • Landscape plan (if applicable, I a, change of use Overall building plan Tenant '-.ation Use of •••••••••., . . . Overall dimensions adjace of building or sqiare footage Fleer plan of iiro00seci ant space p • Exit doors .." • . . .. • New walls existing egress p atterns w all, and walls to be demolished .. .. . Cross sections showing wall . . ... • . ConSiTOCifOriOngtieifioCi of attachment for floor and ceiling Structural calculations stamped by a Washington State licensed engineer: rriay.r: required if stfuctural wo is..to be done (2 sets) NOTE If any -• • „ . . ..,•• •••: utiliv:Wotkii00 be datia;:subaiitf separate utility permit application 'arid •• • • • " * REROOF , ' : • • Completed building permit application (one for each Asesof:ACcciunt Number Narrative deSaribing:exiSting root, materi al being remove an material being installed NOTE A beitilicaiiatf letter is required pnorta'tinal of • .< " ANTENNAISATELLITE DISHES Completed building permit application Assessor Ac�ount • ';',COiriplpio'cl'iii,ii4100 each Assessor Account Number material being installed NOTE A cerUficafior lefter is reqwrad prior to final Inspection and s off of the permit NariatiVe.:deSe .." i'•••;.;fi SOIDENT1 0140 • . • • :•••• • . . Completed buIlding . Two (2) sets of working drawings which • • . . :.J it al U Site plan Foundation plan Floor plan Roof plan Building elevations (all views '3uilding cross section tructural framing plans lit Is Jotie Wde • ut//1 and plans must be submitted • . • . .. Two (2) sets of plans which include Site Plan (showing building and location ol antenna/satellite dis • . . . . :'-'••••••••' ;; :;; StructurnJ calculations stamped by a Washington State licensE engIneer may be requIred : 4****** k*******. k**/ k** k********** k * * * * * * * *k ** * * *** * * * *h * * * * * *k C3 TY OE' TUKWILA, WA TRANSMIT k* A•** k** ****** * **4*** *****k* * *** *** **** **k44r *** *•k**** *****.4** TRANSMIT Number: 530000i:7 Amount: ' 38.2;.10, 01/07/93.11:41, ::',Perm i t 'Aol B32 -0438 e: Typ B -RACK RACK STORAGE PERMIT. Paii^cel Ad: 352304 --9115 Site Address: '.18300 .SOUTHCENTEK VV. Payment. Method: CHECK .Notati UNITED STATIONER Init: SAO ***.: k**** 4*• k***** kh. k***** k******•h**•**** •**k* *• * *•k *-*•k*** ** Accraurtt Carl Oescr�iptiar► Raid. 0.00/322.100 BUILDING -- NOA�RES 377.60 000/3E1b.9.04: STATE BUILDING SURCHARGE 4'.50 Total (This payment): 382.10 Total Fees: Total All Payments: Balance: 382.1.0 382w.10 .00 01/07/93 GENERA 377.60 GENERA . 4.50 TOTAL 302.10 CHECK. 302.10 CHANGE 0.00 6740A000 15:37 Address: 18300 SOUTHCENTER PY Tenant: UNITED STATIONERS SUPPLY CO. Type: B -RACK Parcel #: 352304 -9115 * *•k***•k`k*•k*** *fir * *k * * * *•k• kilo• k• k*******• k• k************* k**•k* *•k* *•k*k *•k•k * **** * **•k* Permit Conditions: 1 . No changes will be made to the �.pl,an.s approved by the 2 A l l h i e r m i t s i n s p e c t i' "�e'c o s `i r a i'a"71 - y dt r. f „ pp t!* t maintained avail e,art"' the 3�ob sit; prior � i ans sha11 be tart any construction ' -�Thes 1 'd din, c. is i re to.' o ma1�n, red available . un , : fin i 'e, -t ,on asp ,oval •grantee ; .'�, N Validity . o efai ��. . ;he1ssuance'of a' per i .or appr� is1 of plans, s fficat1"I. and comp'tat io t Sh� all n.o be .t . co t strued t -� , Arpt for, or ,a a pproval o.f, ar ' 1ol of any. the pro of e is bode or of any other �,, \ ordina , of the 3uri'sdictti�of. No permit presaming,,,to giv.e autho y or violate or 0'ancel the ,p�rovisIons of` this code shall vl id. a . , �f All 1 c,o st,ru,ct } l on to be ddo ipc: "o'nformance with- ap ov plane /ant r eT u ire m ents• �of- .t,h. 1 1Unif o.rrn Building Code I :s Edition) � a am�ended e Was ingt�on,e'5 a `t i e_,, Building4 ^Co'de CITY OF TUKWILA a Permit No.,: B92 -0438 Status: ISSUED Applied: 12/17/1992 Issued: 01 /07/1993 r City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0438 (510) January 5, 1993 Re: United Stationers - 18300 Southcenter Parkway John W. Rants, Mayor Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1,1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view,.. they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA .10, 1-6.3) (UFC 10.505A) Clear access to fire extinguishers is required at all. times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) 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)) 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)) 3. Provide documentation to prove that existing ceiling sprinkler design density meets requirements for class III non - encapsulated commodity storage up to 20'. Otherwise, in -rack sprinklers will be required. All new sprinkler systems and all modifications to existing sprinkler systems shall have 'ire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 25 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler City ,of Tukwila • FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number John W. Rants, Mayor Ordinance #1528) 4:. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. 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 nnfr& `i o ,...5. / YPe o lie .:.. ` 1 (.) S6 l P. 4 Date led; J�.,.__ w i 5 Special Instructions: Date J Vanted; - q 3 ,� m 1 ;r;{i�� . Requester: Phone No.: 7 ,f " 039 (1 Inspector INSPECTION RECORD C Retain a copy with permit INSPECTION NO. CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. �1 WIT (206) 431 -3670 93 O. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: ,, 1 el X &O or oPJ .6 'J 'L '. .5 Al-- costa 2- jL e'V i SE P L i S To S /4 b vJ ' ANO A / rz-a N A'l-- Date Wanted: & —/1 ' ? 3 d.m. Requester :1 'P' A nva 11-)' 1,1 NCS 24- c.►c.: S. 6 i w* /^ Q ( � ( � ico Scr►6m,7 ji. /1..epa.ts ) 0 i rJ r I Fl /.1frt.• ro ec : -- ,, 7ype of Inspection: o Address: ,„ /A` 0) /171/1 r 'l Date Called: (0— /5/ - `)'3 Special Instructions: Date Wanted: & —/1 ' ? 3 d.m. Requester :1 L phoneN o.: /^ Q ( � ( � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD in a - Retain a copy with permit 0 4 z • ERMR / (206) 431 -3670 ❑ Approved per applicable codes. LCorrections required prior to approval. ❑ S30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule x" Needs shift inspection Approved without correction notice Approved with correction notice issued Project Name 11AJ ('N i. Sri f. / S S ti PPL. Co • Address t < Astir, /ay Suite # - Po 4 _7 - ep �.3 Authorized Signature Date City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Vsla E5 Control No. Permit No. FINALAPP.FRM T.F.D Form F.P. 85 1 MEW x r = 3, 4 7t. CITY OF TUKWILA RACK STORAGE DIMENSIONS'' IPPENNorairregalMosiMi mad Oars lassierodlreaadw GRAND TOTAL - RECEIVED CITY OF TUKWILA DEC 1 1992 PERMIT CENTER ** TOTAL PAGE.002 ** d R iRF!Nt .12,./G1vNSULfc INCINIAR 212 Ma AVE. a., SURE F, 11911044, *A. NOW PIO (206) 871 - 4242 PALLET RACK %%g" X 192" X 042" } 44 SHEL E�4Eo /E Ft co SHR odes 416 YW M , PAC -1 ISM e. ono Ftxvo tJ x.11 T � 42" (Z AV n I N T ,9°►1 UI C. wl o t_= 4=4°5 D► STR%Wit To L,E VEi,. "!PQ/ 1AN 6 1993 AS SvU1i:U ►a� i�t�D,N� qIV o,� w 1 I 'u'1Ve., C 4 ) u r MVO u :a %'ts Ntesi ` L. J t OL P 41:44 u ,, -lI -r-ocof & Loa*IT. o105 (cc (`r >' AM* ae,.. Ibpc# /Leur.L. \ 1 4 ZC22 CI C�l +400 =4 c 4 \41 1444 c0 ' b) L'°) '`1,9) (4 _ �ay,OD Lt01.41T (C2_1.?..,( 121 es (z 003) •21t5e1C7-* ,0'3 CITY P R AP O V E D Lori mo t"`. 4 t + ..54' ra' L ,PIar_$ 11 7"cla —1 RECEIVED CITY OF TUKWILA DEC A 7 1992 PERMIT CENTER I A .JL/J IRC 1124./CONSU iNC ENCIYABR 212 WELLS AVE. 3., SUM F. R NTON. W. 919000 PHONE (206) 271 -4242 9 l tX Q 100.0 (I . 1 COI a (t) I t oo.o (: ) ,-, (00 ( 'LQ.0 O 11 M t 44-too C Rlslus 4 LL+ OL 4- •,/ Ft 20004.(1) Jr 40 Lam CAW I, It tvi 1 45; Vb 1473.'15 2.. M: 609 (5/,z , ici3�`tS 1 b Pa. 7,9A1 l t = 3s, t t , ??v.%„ �•. - 7.&\ t 40,1i r - 1. , � % VA- � �� ... , 1 1 -\b° '-173LK5 X �Z 0, 6311 G7. � \co t (0405,m 0150 6A01".lLt 1 Z 11 t21.O xb (V 65 ---0 X9 Zy2.Q 1L . e = - 1140 7,04,0 I bV,‘1 tb 5444 PU% i 012) 1t L 2.0 Vz74 SEA9At L 1 IC.. B R diRTPIVo J1. /CONSD.I IC VEC,PNEAR 212 MIS AVE. S., Su rrE F. F. RENTON, NN. MU PHONE mow en -4242 Tbr Le46-4)t, LI jai, 1 11,.7 TS D 50.1tlf01E* tP LL# DL Imo. Zocxa (&+) 40c = ei oo = -. 4-&#iC X 497.4 , = (2.000 4 4(4 = Itt00 A4' \I 0 3 1,0 (w) :?� * rle ' . ,CX;) (.6) 4 t 1 (1L) - 1 +% , (;) 4, Wert (`i) Prbt* 144 "4( 1.°C' 414_41 43/4 < L i 9b15 rA 5444 c Fr %/: = -A 44to +. 544 6 41 4 - 2t:C5 t = `e'er °ll* _ 0,6619 s 0„S a VyVIt$4 fi 2c =- p toal �\ 67.50 -4- -- &, 0 1 ; 2,5 -z • =-5jill '34_144.4)- 4..ct to4 (9.61(67=) T. \by 10 . 5).1, _ ,. ... ' "11 Pcml (2olost 4. 46'6 If a 11111117104 JR./COMItrrING INC/iEIR 212 SOLO 8 AVE. 2.. 61 REM% 1MA. 00008 PHONE C206) 271 -4242 CA) \1 x (2/+ 15%) 3c 5- (0 1 01) R FSIsr hA : ( ?9( .) +A y) 1L_._ ; - 1 - 1C.30 1L , WEsci• 'P LPJ L Lbt SC) *- (k.) 4 11 `2.) + m3'3c) 4 -' &\ S 1 3�t �� 4:T tb WNW 1) 24co ( 0) ��z� U P P1 _ ? ( 1 4. 1 4 X ' kit t yP, sit4.,- tiDt..Ts p %u1 otto c . x 'Z, El0 ) C ASSAt,. °k- '- 1921 2�O��.y --. t 0,1, Tb .t JON tau GL -hX' Dq 12 /l4147.ri, il.—. StUPJECTI 4 rrwI .N ;RACAL '4 E19111m/ "C ' Gn N FLL L �► -C�l.. FUEL flURE B ACK , q6" x►925X-0." 4 sH-HEt vas SHELVES .4")‘.5" )6,W 4C" \l ,. — `d tnuci IT = q 50t5 o% it) LEV M1_ S e too (t ( ri I 4) cot, L8414 F: A. + Z 1 iLk.E.,1 (034 ' 6,1 4`t'bi T 197961 P5t 046 EC- s 4 T 1. cork a ster C.04.17 Di FF. SHELF GbwFIGtta llo-u top I Ioo (11 ioo) ►, oo ►1 oo (ft,t) v4tG1 Y.,w1 fowl r i y 1 + 14, 5 (9AR 1.101) t4 p * I o-SuE =L 2 k ,o 2,ot, 142 t ► to 2212, c, t`9 5 r15 !004,01 57-1,5.- H yy 51A-5560D 0 21Y% 15 • M T- 4:05 (Ye) : L 5 ti 53, x'Z nifsvfl ` 212 WELLS ANr. s., SUITE tENTOPI, 55065 MIME 0806) 879 -4248 tT 46.71 Fa, t p , wgz. 614 0614 z,y,6tx gas 6 0(71 - : sz. va Fa% 2'1,ab k >s �- JOIEh u,i w ` i tttoust:' ,x12 ►�a 1S 9►w SUBJECT' 0 <l = 4";'a 115 f, 61.5 Otto _ 03 + 4. /.za , �txtZ 4911r ti;) 1 t00 Z. TEL: (818) 962 -1162 14180 -I Live Oak Avenue INC. MATERIAL HANDLING ENGINEERING CONTRACTORS LICENSE NO. 432725 SHEET 1 OF 15 SEISMIC ANALYSIS OF STORAGE RACKS FOR RECEIVED CITY OF TUKWILA DEC i' 7 1992 PERMIT CENTER LA) a e crnD.'S. If R HARTING. JR. / CONSULTING ENGINEER 21 2 WELLS AVE. S., SUITE F, RENIV4, WA 90055 (206) 2714242 • Baldwin Park UNITED STATIONERS 18300 SOUTH CENTER PARKWAY TUKWILA, WA 98188 12 -7 -1992 #92 -667 California 91706 FAX: (818) 962 -1279 L INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFIGURATIONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOIL PROJECT UNIT':` STATIONERS FOR TUKWILA SHEET NO. 2 OF 1 5 CALCULATED BY C.T DATE 12-7:1992 TABLE OF CONTENTS PAGE # 1 2 2 3 4 -4 5- 6 7 8 9 10 11 12 13 14 15 14180 -I LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91708 • CONT'R. LIC. NO 432725 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CDDES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. � I�I '1 l L` INC, MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT UNITE JTATIONERS FOR TUKWILA SHEET NO. 3 OF 15 CALCULATED BY C.T. DATE 12-7-1992 PARAMETERS: STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGON NI_ BRACING. 7. BACK CONNECTOR. TRIBUTARY AREA LQQITUDINAL TOP VIEW 14100.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 UNIT J STATIONERS L PROJECT FOR TUKWILA r INC. SHEET NO. _ 4 OF 1 5 MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. DATE 12-7-1992 (818) 962 -1162 • FAX: (818) 962 -1279 CONFIGURATIONS 192" 65" 96" - 4 A OA 1 .o- 8 " FURNITURE 2 ,000 lb. 2 .000 lb. 2 ,000 lb. 2.000 lb. PALLET 2,000 lb. 2 ,000 lb. 2 ,000 lb. 2 ,000 lb. '.5 9" 6'x.5" 6'.5" 9" fi ---- 96" fi 42" ? N 42" — 7t" ' 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC, NO. 432725 1 4,200 lb. 454 in.lb. 5,876 in.lb. <- standard conn. 2 3,150 lb. 7,299 in.lb. 8,566 in.lb. <- standard conn. 3 2,100 lb. 5,832 in.lb. 6,562 in.lb. <- standard conn. 4 1,050 lb. 3,292 in.lb. 3,646 in.lb. <- standard conn. FURNITURE DESIGN LOAD = 2000# BASE PLATE COLUMN BEAM f 7 X 6 X .375 BASE PINNED f COLUMN 3x2.1/2x13ga STRESS =0.49 4 x 2 -1/2 x 16 ga. STRESS= 0.59 f OVERTURNING BRACING SLAB & SOIL f ANCHOR STRESS= 0.20 # OF ANCHORS = 1 HORIZONTAL f 2 - 3/8X 7/16X14GA. STRESS= 0.08 DIAGONAL f 1- 118X1- 1I8X14GA. STRESS= 0.5 6 PUNCT. STRESS =0.44 BENDING STRESS =0.15 f FURNITURE - MAIN STEEL - BASE PLATE STEEL INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 SPECIFICATION 50000 PSI 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 2 -1/4 - FLOOR SLAB 6" X 2500 PSI. REINFORCED 1 - SOIL BEARING PRESSURE 2500 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. - BASE SHEAR FORMULA = ZIC(wLL / 2 +wDL) /Rw SECTION AXIAL FORCE PROJECT UN CD STATIONERS FOR TUKWILA SHEET NO OF 1 5 CALCULATED BY C DATE 12 MOMENT 5 2 ,000 lb. 219# 92" 6 3" 4 2 ,000 lb. 3 2 ,000 lb. 2 2 ,000 lb. 1 78# 4# 6 6 39' 96" lu = 96" BEAM MOMENT 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 292 6# 24 1# 105# 1 4,200 lb. 10,436 in.lb. 9,668 in.lb. <- standard conn. 2 3,150 lb. 4,900 in.lb. 6,356 in.lb. <- standard conn. 3 2,100 lb. 3,812 in.lb. 4,995 in.lb. <- standard conn, 4 1,050 lb. 2,178 in.lb. 3,089 in.lb. <- standard conn. PALLET DESIGN LOAD = 2000# BASE PLATE COLUMN BEAM f 7 X 6 X .375 BASE PINNED f COLUMN 3x2- 1/2x13ga STRESS =0.65 4 x 2 -1/2 x 16 ga. STRESS = 0.59 f OVERTURNING BRACING SLAB & SOIL f ANCHOR STRESS =0.20 # OF ANCHORS = 1 HORIZONTAL f 2- 318X1- 7/16X14GA, STRESS = 0.08 DIAGONAL f 1- 1/8X1- 1 /8X14GA. STRESS = 0.56 PUNCT. STRESS = 0.44 BENDING STRESS =0.15 f PALLET 1 C '" PROJECT UNCD STATIONERS C�, 4 „ FOR TUKWILA INC SHEET NO. 6 OF 1 5 MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. DATE 12-7-1992 (818) 962 -1162 • FAX: (818) 962 -1279 SPECIFICATION -MAIN STEEL - BASE PLATE STEEL 50000 PSI 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 2 -1/4 - FLOOR SLAB 6" X 2500 PSI. REINFORCED 1 - SOIL BEARING PRESSURE 2500 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. - BASE SHEAR FORMULA = ZIC(wLL / 2 +wDL) /Rw SECTION AXIAL FORCE 92" 8" 2 ,000 lb. 3 2 ,000 lb. 2 .000 lb. 1 1 136„6 . 5" • 90# —+ 6 45# -9r MOMENT 2 ,000 lb. 181# 242# 96" ---,�' lu = 96" BEAM MOMENT 14160.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 fi 42 " 181# 121# 60# 1,4 PROJECT UNIG STATIONERS FOR TUKWILA INC. SHEET NO. 7 OF 1 5 MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. DATE 1 - 7 -19 9 2 (818) 962 -1162 • FAX: (818) 962 -1279 LOADS & DISTRIBUTION :PALLET LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) = wLL. DEAD LOAD PER SHELF = wDL. SEISMIC SHEAR BASED ON STD 27 -11 OF THE 1991 UBC = V. WHERE V= ZIC[wDL-1- wLL/n) /Rw SEISMIC ZONE = 3 Z = .3 I =1 C = 2.75 Rw (LONGITUDINAL) = 8 Rw (TRANSVERSE) = 6 wDL = 100 lb. INTERCONNECTED UNI LONGITUDINAL DIRECTION Vlong =.3 *1 * 2.75 * (8000/2 +400 ) / 8 Vlong = 454 lb. Fi = V Whi /EWh TRANSVERSE DIRECTION Vlong = .3 * 1 * 2.75 * ( 8000/ 2 + 400 .) / 6 Vtrans = 605 lb. Fi = V Whi /LWh TOTAL FRAME LOAD = 8,400 lb. 92" 2 ,000 lb. 2.000 lb. 2 2 ,000 lb. 1 ----► 1 2 A00 lb. 1y ,1-- 96" ---,�' lu = 96" 42" 14180 -I LIVE OAK AVENUE • BALDWIN . PARK • CALIFORNIA 91708 • CONT'R. LIC. NO. 432725 136# 90# --. 45# • 7 .... i . I , 1:i1 [IL INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 LONGITUDINAL ANALYSIS :PALLET THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). Viong = 2 * Vcol = 454 lb. Vcol = 227 lb. F 1 = 23 lb. F 2 = 45 lb. F 3= 68 lb. F4= 91 lb. BASE ASSUMED PINNED. Mbase = 0 in.lb. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Mlower] /2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 4200 10436 2 3150 4900 3 2100 3811 4 1050 2178 PROJECT UNIT C STATIONERS FOR TUKWILA SHEET NO. 8 OF _ 1 5 CALCULATED BY , C.T. DATE 12-7-1992 Mconn 9668 6356 4994 J� M Mupper „ , , , , . , , , , , / 14180•I LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 7L) Beam to Col. Conn. Moons "R" INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT COLUMN ANALYSIS :PALLET COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. Pmax = 4,200 lb. Mmax = 10,436 in.Ib. Kxlx/rx = 1.2 * 46 / 1.2336 = 4 4.7 <- GOVERNS Kyly /ry = .8 * 39 / .9562 = 3 2.6 Cc = (27r "2E /Fy) ".5 = 107.0 SINCE KI /r <= Cc, Fa = .522Fy - [(kl /r *Fy)/1494] ^2 = 23,857 psi. fa = Pmax /Area = 5,015 psi. fb = Mmax/Sx = 12,282 psi. fa /Fa = 0.21 >.15 F'e = 12702E /23(Kxlx /rx) "2 F'e = 74,580 psi. Fb = .6 *Fy = 30,000 psi. fb /Fb[1- fa /F'e] = 0.44 COMBINED STRESS = 0.55 UN ITC STAT I ON E RS FOR TUKWILA SHEET NO. 9 OF 1 5 CALCULATED BY C.T. DATE 12-7-1992 SECTION PROPERTIES A = 3" B = 2.5" C = .6875" D = 0" E = 0" Wt. = 0# t1 = .0897" t2 = 0" Area = .8375 " "2 Ix = 1.2745 ' = .7657 " ^4 Sx = .8497 "^3 Sy = .5382 " ^3 rx = 1.2336 " "2ry = .9562 " ^2 48" 46" 1 Front View c _4_ de View • 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LW, NO. 432726 67.5" 39• sEll l INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 BEAM LEVEL 1 IS CRITICAL FOR STATIC LOAD LOAD /LEVEL = LOAD /2 BEAMS = 2,000 lb. w /BEAM = W /(2 *I) = 10.4 lb./in. Mbeam = w1^2/8 = 12,000 in.lb. Imax = [1950 + 1200(M1 /M2)]b /Fy SINCE M1 /M2 = 1.0 (max = 3150 *b /Fy = 158 in. SINCE Imax > lact Fb = .60Fy = 30,000 psi. fb /Fb = M /(Sbeam *Fb) <= 1.0 = 0.59 UCED STATIONERS PROJECT FOR SHEET NO. OF CALCULATED BY TUKWILA 10 BEAM ANALYSIS :PALLET BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. M1 C.T. 4" DATE 12 -7 -1.992 w = 10.4 lb./in, . 11111111111111111111111111111111111111111I 96.0 in. i0IIIIInI11IVII IIiiIiIIhi. FOR THE COMPUTATION OF BEAM TO COLUMN MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM, (ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT) WILL BE ADDED TO THE SEISMIC MOMENT CONNECTION AS FOLLOWS: Mend = .25wI ^2/12 = 2,000 in.lb. Mseismic CONN. MOMENT AT LEVEL 1 MOMENT = 7,668 in.lb. Mconn TOTAL = Mseismic + Mend Mconn TOTAL = 9,668 in.lb. 2.5" 1.5" Sbeam = 0.676 in. ^3 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 15 M2 Mmax 1.625" ' .111L i, INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 BEAM TO COLUMN CONNECTION: Mconn= ( Mlower + Mupper )12 + Mend CONNECTOR CAPACITY: (a) SHEAR CAPACITY OF WEDGELOCK TAB A =.141 in ^2 Fy= 65,000 psi Pmax =A * Fy * .4 = .141 * 26000 =3666# ,(..BEARING ON COLUMN BEAR. AREA =0.25 * .01875 =.047 in ^2" Pmax =2.1 * A * Fy" = 4935 #" (c) MOMENT CAPACITY OF BRACKET Mcap = S * F = .0166 * .66 * Fy =5412# Mcap = Comp * 1" =1.25 P1 * 1" PROJECT FOR SHEET NO. CALCULATED BY P1=Mcap/1.25 = 4329 # Pmin = Pshear = 3666# Mcap= 4.25 * 3666 = 15580 "# Mcap seis.= 15580 * 1.33 = 20722 "# UNIT, :. STATIONERS TUKWILA OF 1 5 DATE 12- 7-1992 11 C.T. Mupper P2= P1 X (1/4) = .25 P1 Mconn= P1 X 4 + P2 X 1 = 4.25 P1 Comp = P1 + P2 =1.25 P1 BEARING AREA 1/4" X 3/16" A= .75 X .1 875 = 0.141 "^2 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 HORIZONTAL BRACING : COMPRESSION MEMBER Vtrans = 605# kI /rmin =[.8 *42]/.46 = 73.0 Fa = .522Fy- [kl /r *Fy/1494] ^2 = 20124 psi. fa /Fa = Vtrans /(Area *Fa) = 0.08 DIAGONAL BRACING : COMPRESSION MEMBER L diag. = [(L- 6) ^2 +(D- 2 *BcoI) ^2] ^.5 = 48.8 Vdiag = Vtrans * Ldiag. / D = 703# kI /rmin = [ 1 * 48.8 j / .352 = 138.7 Fa =[127r ^2E] /[23(kl /r) ^2] = 7757 psi. fa /Fa = Vdiag /(Area *Fa) 0.56 PROJECT UNITEC FOR TUKWILA SHEET NC). 12 OF 1 5 INC C 1 2 -7 -1992 MATERIAL HANDLING ENGINEERING CALCULATED BY DATE (818) 962 -1162 • FAX: (818) 962 -1279 TRANSVERSE ANALYSIS : BRACING :PALLET IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. HORIZONTAL BRACING DIAGONAL BRACING H Area= .381 "A2 rmin= .46 " g t= .0747 " W= 2.375 " H= 1.4375 " 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91708 • CONT'R. LIC. NO. 432725 Area= .163 " ^2 rmin= .352 " t= .0747 " W= 1.125 " H= 1.125" OVERTURNING :PALLET ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 27.1108(b) OF THE 1991 U.B.C. STANDARD 27 -11. FULLY LOADED TOP SHELF LOADED INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 TOTAL SHEAR = 605 lb. Mot = Vtrans * ht * 1.15 = 605 * 165 * 1.15 = 100188 in.lb. Mst = EWp * d/2 = 8000 * 42 /2 = 168000 in.lb. Puplift 1.5(Mot - Mst) /d Puplift <= 0 NO UPLIFT SHEAR = 151 lb. Mot = Vtop * h * 1.15 = 151 * 192 * 1.15 = 33396 in.lb. Mst = Wp * d/2 = 2000 * 42/2 = 42000 in.lb. Puplift 1.5* (Mot - Mst) /d Puplift <= 0 NO UPLIFT USE 1 ea. 1/2 x 2 -1/4 MIN. EMBED. ANCHOR. CAPACITY OF- 1/2 x 2 -1/4 = 550 lb. PULLOUT & 1500 lb. SHEAR COMBINED STRESS1 = 0 / 550 + 302 / 1500 = 0.20 COMBINED STRESS2 = 0 / 550 + 75 / 1500 = 0.05 PROJECT UNl1 ) STATIONERS FOR TUKWILA SHEET NO. 13 O F 1 5 CALCULATED BY C.T _. DATE 12-7-1992 2 r 6 °.5" 6'.5" 39" 42 "4 14180•I LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT LIC. NO. 432725 181# 60# MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 Pool = 6585 lb. B = 7 in. D = 6 in. b = 3 in. P/A = Pcol /(D *B) = 156.7 psi. Mbase = wl ^2/2 = I^2/2(fa) Mbase = 313.6 inib. Sbase = 11^2/6 = 0.023 in. ^3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = 0.372 UNIT STATIONERS TUKWILA 14 PROJECT FOR SHEET NO. CALCULATED BY OF 1 5 C.T. DATE 12 - 7-1 9 9 2 BASE PLATE :PALLET BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. t = .375 in. b1 = 2 in. bl 14180•I LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 EE1ZE'I1L (- INC. C 12 -7 -1992 MATERIAL HANDLING ENGINEERING CALCULATED BY DATE (818) 962 -1162 • FAX: (818) 962 -1279 SLAB AND SOIL :PALLET THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING. a)_PUNCTTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot/d) = 9,935 lb. Fpunct = 2 *sqrt(fc) = 100.0 psi. 4punct = [(w +t/2) +(d +t /2)] *2 *t = 228.0 in. ^2 fv /Fv = Pmax/(Apunct *Fpunct) = 0.44 ft) SLAB TENSION Asoil = Pmax/(1.33 * fsoil) = 2.98 ft, ^2 = 429 in. ^2 L _ sqrt(Asoil) = 20.7 in. B = sqrt(w*d) + t = 12.5 in. b = (L -B) /2 = 4.1 in. Mconc = wbA2/2 = (1.33 *fsoil *b ^2)/(144 *2) = 196.3 in.lb. Sconc = 1 *t 1 '2/6 = 6.00 in. ^3 Fconc = 50 * sgrt(fc) = 225.00 psi. fb /Fb = Mconc /(Sconc *Fconc) = 0.15 PROJECT UNITELTATIONERS FOR TUKWILA SHEET NO. 15 O F 1 5 k } r: l:;S$: ;i:• ".� �:�'•�S'Snti�i�4i:ra'u ?i�,Y >::Q }4�lvi4r� t� ?}:: b BASE PLATE w = 7 in. d = 6 in. CONCRETE t = 6 in. fc = 2500 psi. SOIL fs = 2500 psf. 14180•I LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 01706 • CONT'R. LIC. NO. 432725 t CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 12/29/92 Activity Table Processing zRACKT,STORAGE PERMIT Permit No: B92 -0438 Tenant :` UNITED`: STATIONER S UPPLY -CO. Status: PENDING Address: 18300 SOUTHCENTER PY ' ' Base Information Parcel No: 352304 -9115 Owner: SEGALE MARIO A Validated By: SLB Plan Ck Approved: / / Status: PENDING Applied: 12/17/1992 Issued: / / Act /Inactive: A Completed: / / To Expire: / / Nature of Wk: INSTALL 16' FURNITURE RACK. Location: Zoning: M2 UBC Edition: 1991 Rack Storage Dimensions - Linear, Feet x = g t ` = Totals 4�ri1 s.'d7Y1p75 ":'A' -'�.. s .,;� 37,760 F7= Update, F2= Previous Line, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT Activity document routing maintenance. Permit No: B92 -0438 Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 12/18/92 12/28/92 12/29/92 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments IfMAX - TRAV DISTANCE` 200FT......' OK `,,- ] 2[ tl k h i +. s^ rr . t n'r ^. t s E:7> ia: s s. . • s ] 3 [FIRE .P ,EASE,„REVIEW - AND NCOMMENT �, k . , ] 4[ 6[ ] 7[ ] ] 8[ 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. .0 .0 .0 Type: B -RACK Vers: 9101 Screen: 01 User: 1677 12/29/92 RACK STORAGE PERMIT Valuation: 50,000.00 f M ntw CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * EVI1VON SJEM "AL RECEIVED CITY OF TUKWILA JUN 1 7 1993 PERMIT CENTER DATE / 7/93 PROJECT NAME /1/9//<1 57b1 `/19/I e / ee ADDRESS i$ en /r, Pkiy1 % / CONTACT PERSON R©n/7/ e C)�( PHONE aZ � ~ 6 9 ARCHITECT OR ENGINEER 1 PLAN CHECK/PERMIT NUMBER na O 4 Q O TYPE OF REVISION: Two G7 o4' eiii72/naieeta To /1 7's , ; + •7` i -e. e. Y'o ua s c f-C ,'ac//, added? hia/ ex /e4i Elie e cis /iiy rot p-C race k ne , SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITthD TO: Jun 08, 1993 . COX. RONNIE 18351. CASCADE AVENUE SOUTH TUKWILA, WA :98188 City of Tukwila Department of Community Development Dear Permit Holder: Our records indicate that on Jul 06, 1993 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit NumberB924438Sa' Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Jul 06, 1993. ' r If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431- 3670. Sincerely, Denise Millard Permit Coordinator Department of Community Development John W. Rants, Mayor Rick Beeler, Director • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 •' (206) 431 =3670 • Fax (206).4313665 H R HAR NG, JR. /CONSULTIN ` NGINEER 212 WELLS AVE. S., SUITE F, RENTON, WA 98055 (206) 271-4242 Seizmic Inc. 14180 -I Live Oak Ave. Baldwin Park, Calif. 91706 ATTM: Mr. Tony Landeros EXPIRES " ( 1 14 December 1992 SUBJECT: Unite Stationers, 18300 Southcenter Pkwy., Tukwila, WA. Job No. 92 -100 Per your request, we have reviewed the subject racks for lateral loads. The following criteria was used for this review: 1'. 1991 U.B.C. Standards Section 27 -11, V = Z I C W /Rw, Zone III, Rw = 6 transverse direction and Rw = 8 longi- tudinal direction. 2. L.L. 2000# per level (3' -6" x 8') per level (4 lev- els) 3. Vertical distribution per U.B.C. formula 12 -8 and overturning per 27 -11 of the U.B.C. Standards. Enclosed, please ,find our review calculations. Although the calculations that were submitted by Seizmic, Inc. differ slightly from ours there are no material differences. We take no excep- tion to the racks as reviewed. Should you have any further questions, please feel free to call. Think you, Hubert. R. Harting, Consulting. Engineer RECEIVED CITY OF'IUKWILA DEC 17 1992 PERMIT CENTER I_J_ i , I I r __Fa., r-7.-ri-7....„.. .2-.-.-..xt-Ti. ... .t...._ L 1.. -:.,:.:_t- 1 i 1 1 1 i i i t i I i 1 , .1. 1 • • 1 /11 1' ti - , -/•- ! - es EL i".7.CK kt° • , • • • . • • -- -4 r •• •. _ 60'-o° 7 r-- .• 4— — j5? ' .. ' OFFICE. K ■ BLOCK S TACK; _ . 10'--0' AISLE: 7,1Tr.r. • iix'A Izo' 60'--0* 1 0 1 3 • M 4- ! 60'-.0' 06 62 92 L2 92 92 1 72 Ce 32 t3 OZ 61 91 41 91 SI 01 Cl 31 01, 6 9 I. 9 S 9 c I 0 111i11 I ik1;111,111111 f# n (eK5 Grr griv- OFFICE • x A . 60 102. Or.414-110 If N HAMM JR. CONSULUNG. BliatiVEM 712 MIAS AY6 S.. CUTE F. Re410.4. IVA G61:44 n06)271420 %.2' 1 4 4 - RECENED MY OF 'HAMA DEO 1'7 I9 UREVISiONS k.C1.7.R1..Ei1/1.6 BY: 1DATE: 11/09/92 C K UNITED SI Li N T ,.. 1 il PERNT CENTER • ; LI) 4 28_ y v*tt 2.14,-114:4,4,1444.4,4•44*,,,..roo.prave4-4v,444...14441,4,441.1,14.1VWX.4CNVekppa0Vaelf4C4101444Z4V.4/0.41c44=4AMISIUCO,4 4.4,04#4444.4.5,101.0,44, I I IIIIIIIIIIIIII111111,11111111111111111111 I I 1 11 1 111 11 I ! 4 5 - • - • - - • 6 7 8 9 10 11 .44 "iih 12 NOTE: If the microfilmed document is lean clear than this notice, it is due to the quality of the original document. 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Or.414-110 If N HAMM JR. CONSULUNG. BliatiVEM 712 MIAS AY6 S.. CUTE F. Re410.4. IVA G61:44 n06)271420 %.2' 1 4 4 - RECENED MY OF 'HAMA DEO 1'7 I9 UREVISiONS k.C1.7.R1..Ei1/1.6 BY: 1DATE: 11/09/92 C K UNITED SI Li N T ,.. 1 il PERNT CENTER • ; LI) 4 28_ y v*tt 2.14,-114:4,4,1444.4,4•44*,,,..roo.prave4-4v,444...14441,4,441.1,14.1VWX.4CNVekppa0Vaelf4C4101444Z4V.4/0.41c44=4AMISIUCO,4 4.4,04#4444.4.5,101.0,44, I I IIIIIIIIIIIIII111111,11111111111111111111 I I 1 11 1 111 11 I ! 4 5 - • - • - - • 6 7 8 9 10 11 .44 "iih 12 NOTE: If the microfilmed document is lean clear than this notice, it is due to the quality of the original document. Ft■..E COFY . ,.‘ndetstatvi ttlet the Plan Chect■ epittovets ate - 1, , ,..e-r e, tir,ct 1,3 eanr 9 aotr. orresser.s aod sPT o'r 3 '• , rretr• rt:rs pot c....“,-,- ... r.7 -- r:•.•:-•tertoe cti airtv ‘ • -rr.tr:Iptect Ode Or .... . .e. • - -.* ',` ei Gi.V.■• ...r.rtedV • r ?.z.tor• to • apt): or0.10 . • ,t the r • Le _,- ...._ ‘ 1)•,-,,te, ...-.1. -- i .... - -- cot Str,,„,... tkii3 °4 tk? ,•• r . T Y P. h. ,-- .- , i „----.--_.\ , 1 , .- _/- - A 1 rillA ,„,„. ,.. , 'N ,,- .■ lis 1 1 111' 0 , l i d - 8 W NJ 1 • i ' — 0 ---- Y P. 1/8° • \t\. YIEYL:_k_ , i I 1 /8* v 1 \ -, \ \ , • \ \ . ' ' • L■ .0" 12' R.O1L_S P A C 1 4 G A . ,3.- E R I 'Ilt. IL \ - -..4* P 7 S t / I I I I I \ I 1 .4.. 4 1 -...,:!1\---,-' 0 11 1/4 •-..i VIEW' I 3' GFNFRAI CONFIGAIRATION 1Y P I C ALB EAILIELO_LUM N_C_O N N E CILOIL_ 11.11aL.11RA_Cita_ LailaliltitiLatLftE C T I 0 N .._.} INTERCONNECTED SHOWN Y P. EURNITURF RACK PAL I F T _RAC_K Roo .-. a 1-14 g.0 ( 12 FlueSpace Ka -,...$ N. ' Flu - 42' __) , ,, ir 96' f /I/ 96' --- 42* ) f I - 7K ,- 2 1/2* 717 . <1' d, i 60' : ' ! i 63" , , ."1- ! 1 ' . I f .1 65• li . 1 ' / / 4 I 3/16' fT /‘—f- f 192' 48' 1 48' I 'N \ — \ / 67 1/2' 1 5/8 • 1 5' I...... 1 g/ 51f2 1 1 1 4.1 I L, I /\ ... 1 7 16 ' 67 1/2' , 4 48• 1 -.— 192 4 .1 16 GA 1/2' I 1 7 GAt 3' 1 7 CO 39' t T YP. 1 27/32 1/8* 2 3/8' 4, 7 BEAIL/CONNECTOR 76 _AEDGE1.01K-LOILELIOR )/ 1 4. /____ )/ ERNI VIFW EMU VIFW S_InF VIFW 9' I Y P LEAL_SI 0 R_LEE_RA_C K E L E V AllaN S (AS_Ift - A441) 1 PIP >1 A ' 1 . NDTEs. I ' L CONCRETE 6' THICK x 2500 PSI 2. SOIL BEARING PRESSURE 2500 PSF 3. ASTM A572 FOR SHAPE Fy = 50,000 PSI GRADE 50 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHORS HILT) KWIK BOLT II OR APPROVED EQUAL 1/2'DIA. x 2-114' MIN. EMBEDMENT RECEIVED CITY OF TL1KWILA ti.)0 012:xifiC.4 II R litARTING, JR. / CONSULTING ENGDIRER . / 8 * V • Agi t18. r2 1/2<r". Z •-•(''' i 1 / 8 .0 4. s "-)...-- >e 6 • „4. ** **** 2 3/8` TI-ir„.. -- : --1. 10 ... 1 4 6 A * 89116* TYP. 1 ( 4- 0 -.1 1 1/8' ri , , : I3GA r I • *--; ;. , r , 1 ...) ,l 3 1/4" -. . ---. - 4, -- - " 21/2' - 1 2 I / 4 • EC i 7 --- 1 - t1 8 0 M N T DE 1992 212 71.1.1A4E ; WA 0L'066 (206) 271-4242 A IMMUL 4 1/2' , 4 ■ 4 I t 1/2 1 4, A\S%1 . & 1/_82..IHK.. 1 7 I 1 6 ' s ....__. ._ ' kivr, I I 1! 1 ' I ENGIN °Ec 0 8 1992 L ..... Live Oak '.venue . 1 - ` Baldwin Park, California 91706 , ....- 18 962-1162 FAX: (818) 962-1279 OESS ..., ORS LICENSE NO. 432725 TA . - - f . - ' ; ., . 1 , . c 1 ' . 14 < ■ A 1 ' P-1:41 / , 11 11 1 1.-.4 • E 4 INC. MATERIAL HANDLING --- 1 TY P . . I ,f * 0.)-00-1 >c /' I HP. 7• TYP ' > 11f7174' A , 1_,ReP PCR /UV Plia o . v AP , - ,,,. . - DRAWN BY C; .E. 1/2' 0 C.DLUMN/eASE ELLIE_ (3/8 '. ELORILONTALLDIAGONAL 14 A G • 23/8' .--' BRACE - 1 ,04 z f i I s ' ‘...tr' I- - ---- - i. - ",' '74 ,„ 1 sc 'vftsist SCALE NO NE DATE 12-08-92 REVISEb , 9 ' -, Oirm.ee,' - 2._ • - -. DESCRIPTION ' 61> '*s- i ok. STOR A -'• ARCEIRICB_P; * 4 6 2 Exprff7;ITO-- 'RACK . -.....----, STURDI-BILT) • , . ... ,,! 4 - t ADDRESS UNITED STATIONERS 18300 S. CENTER PARKWAY, TUKWILA, WA DRAWING NUMBER 92-667A k . • . . • •••• • •" . . . , :;". • -••• .• • . . • •• welieAvtareata' 0 18 THS INCH 1 2 , 3 4 5 9 10 11 MADEIN °ER/444NY 12 NOTE: If the microfilmed document is less clear than this • - - . A■ • 1,-,••••.;,-,