Loading...
HomeMy WebLinkAboutPermit B93-0414 - ELECTRICAL AGENTS NORTHWEST - STORAGE RACKSClo-c)-1 t'....4 (?>. , . • : .tciit ' '7 .0.i. ...... ....-- I s*".' 'Ci:r•'• • w■-) 1 C.) (IY ELEC•TR.IC.A\L A6e.K.1T5 it\•%1V\i i?)9?)--vOqi4• � City of Tiilcwig (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B93 -0414 Type: B -RACK Category: Address: Location: Parcel #: 352304 -9097 Zoning: Contractor License No.: 1145 ANDOVER PK W TENANT ELECTRICAL AGENTS NW 1145 ANDOVER PK W, TUKWILA, WA 98188 OWNER WAREHOUSE PROPERTIES ASSOC 3201 FAIRVIEW AVE E, SEATTLE WA 98102 CONTACT ANN SCHOEL 1145 ANDOVER PK W, TUKWILA, WA 98188 * * * ** *fir * -k ** ilk * * * * * * * *** * ***** * ** ik�lirii'k 'k�k A* * ** *:k* * * * * * * * ** ** **k * * *** Status: ISSUED Issued: 11/03/1993 Expires: 05/02/1994 Phone: 206 575 -1818 Permit Description: INSTALL STORAGE' <RACK IN :;EXISTING WAREHOUSE SPACE:; Rack Storage Dimr';nsion inear Feet 81 50 1;60 . Height 12.0' 10.0 14.0:' 14.0 12.0 .0 'Totals 1,056 500 1,764 2,240 192 UBC Edition: 199.1 Valuati n: 500.00 752 ota;l',,:P.ermit' Fee: ******** 14**k** ****4******* **#-**,? c** k- k*` k*** tk' *-1( * *** * * ** * * * *'k:*-k**: *** *k.* * * * ** • Permit Center Auth ori zed,. S'i ghature ; ;' Date I hereby tcerti,.f.y �fthat I have read and' examined this-,permit and know /the same to betrue end correct. All provisions'iof law ;and,;:'ordi,nances governing this", Work will be complied With, whether,,specified .. herein or not d y The grantingof this permit does not. presume to give; authority ,to =violate or cancel th,T provi`sons of any other 'state or local laws'regula;ting construction w:Qr ;,the per�f ormance of work. I am "a uthori ze,d to, :ss ign for and obtain this, 1)0' ' x g'pe mit. Signature: Print Name: This permit shall become nu l"1 a:rtd .void:k if. ,th'e:: °wo'rk is not commenced within 180 days from the date of issuance;- r °'i 'f" "the work is suspended or • abandoned for .a period of 180 days from•the last inspection. CITY OF TUKW1L4 Department of Colt a:unity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME a _ r 1 cr)..1 P q J `E SITE ADDRESS v I145. Pdov -eY Pk CO 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. PARTMENI TE BUILDING - initial review ,FIRE Iolb4k'► DATE`::: APPROVED: laPhei ,A ROUTED x/93 INIT: /M1 UJREMEI C411P1MENTd CONSULTANT: Date Sent Date Approved FIRE PROTECTION: Sprinklers Detectors (1 N/A FIRE DEPT. LETTER DATED: /o /Q 9jy3 INSPECTOR: 3` // O PLANNING ZONING: BAR/LAND USE CONDITIONS? fl Yes f 1 No INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- O PUBLIC WORKS O OTHER A. BUILDING - final review ( BUILDING OFFICIAL UTILITY PERMITS REQUIRED? s- m-77)--s---0 No E- INIT: PUBLIC WORKS LETTER DATED: !NIT' TYPE OF CONSTRUCTION: f REVIEW COMPLETED 4,3 INI CERT. OF OCCUPANCY? OYes j2 No UBC EDITION (year): AMOUNT OWING: 4. ,4a�f ltii�� CONTACTED P\ n r y� 1 DATE NOTIFIED I I —5 - n 5 `� BY: t) 5 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: 01/08193 CITY OF TUKWILA Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER BUILDIIL PERMIT APPLICATION Division O 1L L. DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE AMOUNT RCPT # 5-7. DATE BUILDING SURCHARGE OTHER: SITE ADDRESS SUITE # )114. anadyc,. AL -c VALUE OF CONSTRUCTION - $ 1)500.00 PROJECT NAME/TENANT "7/(ed,21 cry- L rl 6 rs_ti W _ ASSESSOR ACCOUNT # 35a -5 t-� A,"- a 061`1 (commercial) U Demolition (building) 0 Other TYPE OF 0 New Building Addition • Tenant Improvement WORK: R Rack Storage 0 Reroof [] Remodel (residential) DESCRIBE WORK TO BE DONE: ADDRESS ZIP BUILDING USE (office, arehous , etc.) EXP. DATE ARCHITECT Ai 47,1 PHONE NATURE OF BUSINESS: rn(A uR I iP e 3 _A/m1 / / (/ requirements may need to be met. Please explain: WILL THERE BE A CHANGE IN USE? No ❑ Yes If Yes, new building SQUARE FOOTAGE - Building: y Tenant Space: /2/0,3/ Area of Construction: /4 OR HAZARDOUS MATERIALS IN THE BUILDING? Alarm System WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 1Sprinklers l Automatic Fire PROPERTY OWNER /��(g 1°i f / ASSVL ��-r� Ak' , es ( C! �'" % PHONE ZIP ADDRESS CONTRACTOR ,4j /4 PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # AI //4 EXP. DATE ARCHITECT Ai 47,1 PHONE ADDRESS ZIP •I.HEREBY::CERTIF:Y.:THAT. 1 HAVE::READ<AND: EXAMINED THIS APPLICATION AND KNOW THE SAME :T 'BE ':TRUE:AND>CORRECT, AND.. 1'AM;::AUTHORIZED'TO :API?LY. FOR:THIS!PER. MIT SIGNATURE 3 �f ED/ DATE I /3 —@(0—q3 PRINT NAME PHONE BUILDING OWNER OR AUTHORIZED AGENT ADDRESS CONTACT PERSON Aim cr. /a CITY/ZIP PHON -7S_ /cg 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 10 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. EXPI RATION 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 10- (0 -a3 DATE APPLICATION EXPIRES �— acs - au 10/22/03 COMMERCIAL SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS Li Completed building permit application (one for each structure [1 Assessor Account Number: Two sets (2) of the following: n Specifications Structural calculations stamPed by a Washington State licensed engineer.' Soils report stamped by a Washington State: licensed engineer Topographical survey - Enorgy calculations stamped by a Washington State licensed.' engineer or architect :.I Legal description Working drawings, atamped by a Washington State licensed I - architect, which include: • Site • Architectural drawings Structural drawings • Mechanical drawings ...Elevations • Civil drawings • Landscape plan Completed utility permit application (ono for entire project Six (6) sets of civil drawings NOTE: See:utility permit application and checklist for specific utility submittal requirements:. RACK STORAGE • building permit application:. L Assessor Account Number. Two (2) sets of plans, which Include: Building floor plan showing: • space where racks will be located • Exit doors:: • Dimensions of all aisles iI Tenant space floor plan showing rack storage layout, aisles an exits NOTE: include dimensions of racks (height,. width and length), aisles and exit ways on plan. J Structural calculations stamped by a Washington State licensed engineer (rack storage 8': and over). RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS/ADDITIONS::::: Comploted building permit application (one: for each'. structure • Legal description Assessor Account Number pi Two sets (2) of working drawings, which include Site 1:66•;••,...•!•;!4);-: . pa plan show closest hydrant Iocatlon • Foundation plan Includeacc©ssiobuilding'showing Floor. plan • width and length of access ) • •: Roof plan. ▪ Building elevations views • Building cross - section Structural framing plans :: COMMERCIAL TENANT IMPROVEMENTS Completed building permit application:(orie:for :each structuro,or cant) Assessor Account Number; Two (2) sets of :constriction plans, whichanciudei: Site plan • Location of tenant space: Existing and proposed parking • Landscape plan (if applicable, l e change of use • Overali.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 label) • Exit doors, egress patterns •:New walls, existing wall,;and walls to be demolishe Construction details: • Cross sections showing wail construction and method o attachment. for floor and ceiling : ;`.. Structural calculations stampe by a Washington;:State ticensed d — engineer may be required if structural :work is to'be done'(2 sets NOTE: ;11 any utility work is to be dono,:submit, separate utility perm apphcatton and plans • REROOF:... Completed building permit :application [J Assessor Account Number Narrative describing exlsting roof, material:being removed, an material being installed; :NOTE A certification letter is required prior to final.lnspoction.and,s(( off el the permh ANTENNA/SATELLITE 'DISHES • Completed:building permit application Assessor. Account Two (2) setsof:plans, which include :: Site. Plan (showing buiidingand location of entenna/satellite:dis • Dotails :antenna/satellitedish'end method of: attachment.: Structural calculations :stamped .by a Washington Statelicense engineer maybe required • RESIDENTIAL REMODELS Comploted building permit: pOOliOOtiO4 Oriel for each structure) Assessor Account :Number:; Two (2) sets of working drawings, •'Site plan :Foundation plan •'Floor plan Root :Building elevations (alt views Building cross ?section Structurat:ftamino :plans NOTE l/ any utility work:is to be done provide utility. permit application and plans must be: submitto. d Washington State Energy:Code data —1 Completed utility permit application' Stx (6) sets of site plans showing Utilities.: NOTE: Building site plan and utility site plan may by combined :, Sue utility permit application and checklist for specific submittal requirements:. Additional topographical and soils information may ba required if unique:. sire conditions .REROOFS Completed building permit application (one for oach — Assessor Account Number Narrative describing existing roof, maters) being romoved, an matonal being installed NOTE: A certification latter Is reguiirad prior 'to Oa! inspection; and sign oll.of the permit ::.. OCT-26-1993 08:22 FROM 1.4. r ENTERPRISES 110-d-1VJ.3 rm..114 C.M.n.W.-0e444Aar ary OF 77.1KWIL4 Department of Community Development - Building Division 6300 Scuithcenter Boulevard, Tukvvila WA 98186 (206) 431-3670 PLAN CHECK NUMBE TO 111 5758091 P.01 • , BUILDING PERMIT APPLICATION 4.111.1•■•■••■■010..111. • C; r fineb.Vcie. Jc PROJECT NAME/TENANT etediaZ.4.,,2L TYPE OF u New Bultding LJ Addition .4.Plasi!.00rucsl, 0 Reroof DESCRIBE WORK TO BE DONE: DESORIP Ot4 •a. LAMING PERM1IFFE " PLAN CHECK • FUTLOVNISLIFICHAFIG AtIOUttrol. , ! ! . :;• SUITE4 - VALUE OF CONSTRUCTiON I/ 500: BUILDING USE (Woe ASSESScR ACCOLI NT tt 0.,53y2laciaaL. Tenant IrnprOvernent (commercia) LJ Demolition {building) usim011jDwidFral411 L OIhln _ NM Wire OP BUSINESS: E.(1/4". WILL THERE BE A Cl4ANGE IN USE1 No Vs it Yes,. new building reguirementS may need to be mull • PIrrabTiktitc• • SQUARE FOOTAGE - Dultdi : Tenant Space: /0 ri Area di Construction: THERE BE STORAG OR USE OF FIAMtvlABLE, COMBUSTIBLE OIR HAZARDOUS MATERIALS IN THE1161.151N&e. • No CD YeS 1F YES, EXPLAIN: •-•?.:7,"-•••. • ;•• FIRE PROTECT! N FEATURES: nklers (Imago Firu Alarm Svstern PliCIPERTY OWNER 4.1A-40.6,/ eC)C, A62 4v E, 5sea CONTRATOR /4 ADDRESS WA, are coormA4ToFve mart& Ai / ADDRESS ARCHITECT AOCRQSg PHONE • • 7--•:••--,-4 • • • 42,••••, 14 .^ 4."':" • . 1. •. LXV. UNTE PHONE ZIP t: :• . • v gctatliTARPPeATIPIPANRICtign,01$4,,,, DATE 1 - 2 6t:.;- 9.3;7 •:. • • .1, • . CITY2115 9816:2 BUILDING OWNER OR AtjTHORIZET) AGENT gla Cr000, Offioo Managor DDffliSECI. FairviewAve01Seatt1e, PHONE CONTACT PERSON PHONE 329n707.5 ' APPLICATION SUBMITTAL In ordErt to ensure that your apprication is accepted for plan review, please make sure OM 6i:sitt4 VALUATION OF CONSTRUCTION Vaidatbn for rtevv construction and Britian.% are calculated by the DepaninettOt •••••:: . application completely and follow the plan submittal checklist on the reverse side of Handouts the Bulkling counter which provide more detailed information on application and plan submittal requIrtntiTitS,. ' 1:? Applicatkin and plans must be complete In order to be accepted tor plan review. OommunIty Develooment prior to applicatbn aubnittat Contact thua Permit Coordinator 431-367O prig! t.3 ci.ioifv)-11•4!::` application. in CI oasea, a valuation amount should be entered by the applicant. This figure wig be reviewed : subject to possible revision by tho Building Division to oOmply with current tee schedules **,***************'***** k_***********• k* *kk * * ** * * *.* * * * *** * *•k * *4 * * *, ** C]:TY OF TUKWILA,, •WA TRANSMIT *•k *. ****k•k*4 *4 *** 4*•4***• hark************* * **'•k. *•k **k* *k * * *•k* *****•k *k .TRANSMIT Number: 73001612 :Amount: 62.02 11%03/93 15.36 . Permit. No: 093 -0414: 0 -RACK( RACK STORAGE PERMIT Parcel No: 352304•..)gq.7 11/03/93• Site: Address:` 114; ANDOVER PK W Payment Method.: CHOCK Notation: ELECTRICAL .AGENT In•it: SL13. ****. k****.**4******•.*kk***4*k y4* k• k****k** h ;k** **•k**. *•k *•k **4* ***44 * * *k Account Cade 000/322.100` 000 /386004. tae ic:r1pt1an BUILDING •- NONREt3 STATE BUILDING SURCHARGE Total, (This Payment).. Total Fees: Total All Payments: Balance: 62.02 62.02 .00 Paid 57.52 4.50. 62.02 GENERA GENERA TOTAL CHECK CHANGE 57.52 4.50 . 62.02 62.02 0.00 5961A000 16:42 Address: 1145 ANDOVER PK W CITY OF TUKWILA ' Permit No: 693 -0414 Tenant: ELECTRICAL AGENTS NW Status: ISSUED Type: 6 -RACK Applied: 10/26/1993 Parcel #: 352304 -9097 Issued: 11/03/1993 *** * * ** *****************• k******************** *** * * * *** *'k * ** * ****•k * * *** * ** Permit Conditions: 1 No changes will be made ta:t�y6,4l4»`sry4u;.nl,es,s approved by the Architect and the Tu, 4101)11 ~diri-t?IVIsirr� �4 2. All permits, insp,er tioti records, and, approved plans shall be maintained avail �e °`rat Chef 1;ob si `e prior.to ..th e tart of any construe 1t�Yr "" l teas °e ocUp41 ts�'` re to ib ei ma i nta,, r d available y. 1 Pin y in 'pettion apprd`Va1 es ,grane S „t,t�., 3. const�, �ail' o,v toy `be 'done ,isn�:(tofifformance r ith” ,pprove� .;,, plans a n4 ,equ, reme, its of ;' thet.,Un i jor m Bu '1�d,i ng Ctrde� �� 10 °1 ,. ' Q y qhe Wa4hjlrigton State I6u.i 1'din'g'Cod` Editian)r,�s am nded b, 'Val i d 1 of . Per ti t . The , i,sr ufance o. f, a permit or a'OrdOa 1' pl angi, , pe if i cat irons attd4 putati errs shall not pe' can -3 ' pe'rmi't °or', or an approval' of, any ;kvioYlt;i,on' s t r u d� p .�,8 a �,�. ���E,.. of aitly� of, t`i "e, prouisio: s of t O"'—code or of any ott,er'+ ¢ c ord . snc,e of the Juri No permit presumingtto OVe a u t rr i t m i" v i o l a t e.; o r,,,. c a n c ��I ,the 4sj r^ ovi1 _i. o n s of this qa d e sh 1j be vat ids �� ?4� •,.,, f I" td:i5it3 .d ... „. , "`•� R fi 1 :n1,14 i' 44 ^f ._...n' -• .� } ti.. \.� r ...yi' .� Y.;:•7X.;' City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor November 1, 1993 Fire Department Review Control #B93 -0414 (511) Re: Electrical Agents Northwest - 1145, Andover Park West 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)) 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)) 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)) 2. In double row racks with heights of storage up to and City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number John W. Rants, Mayor including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) An average nominal 6" longitudinal flue space shall also be maintained. 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) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4. -2.5 and NFPA 231.5 -1) 3. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 4. 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) Maintain fire extinguisher coverage throughout. 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. 4f1 S-.) 1 7err:$11';tm;:".i4r:TeI ;.0 "1( ' 74- ,.�'i'. ". City City of Tukwila John W. Rants, Mayor Fire Department Project Name ,c. TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Thomas P. Keefe, Fire Chief .9,✓ ri�. %mss Retain current inspection schedule }� Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: 'AJ Hood & Duct: N Halon: Monitor: Pre-Fire: 4- 0- )4 4 65Y)) Authorized Signature ///l/93 Date FINALAPP.FRM T.F.D. Form'F.P. 85 Headquarters Station: 444 Andover Par* East o Tukwila, Washington 98188 • Phone.' (206) 575.4404. • Fax (206) 5754439 O INSPECTION RECORD Retain a copy with permit CITY 60 *TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 bar4 ,,,, .,., A p ype o nspecnon: wingpsimemm r.nisszaim Date "anted: //---e —93 am p.m. Special nstruct ons: ---1;-(-90 Requester: Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. Ala .41 IiiiiIPMAINEWPIL MA Ilk IMF fAri,11111 i - , 0 saw REINSPECTI • N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: •■ 'r, (. ;INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 T o ns ip.• .:« . • I;,e 6171'71 _ I 1',.;•1 , Mud • A.s. �X n \CA'.. ___ rt) t0 A ` ,, . l % - -b { \ ..." " I :,e "ant :.: ., _ — am. m. Req uester. Q� r Ph one IJo.: Si t"-� ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: A. �► d� /� is ...r Inspector: Dale: ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. fie: DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVM! N SUBMITTAL / - 9 PROJECT NAME ee- C.71/2-1.0 C./ iqe EA, 73 Ai w ADDRESS /1 A t vrl)e1t Pk W '� C n CONTACT PERSON PHONE S-7S--/e/R ARCHITECT OR ENGINEER / L (k- -� 1 SZZL-51:Ce.‘2 PLAN CHECK/PERMIT NUMB—ER-- 3 D44 I L TYPE OF REVISION: (2PC-L LcuLA nki-• SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1'I'ED TO: FIECEIVED CITY . OF 1,01 2 .1\i,) PERMI"f coggi CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL (_) �`Ls' x ID/ = to )v) C. 50' x 10' _ Soo (c) 1�.t x IL-41 _ I) -iraLl (.) . kocY x 1 1 4.o (E) Il' x Ia = I aQ x GRAND TOTAL _ ; 1) `? 6u'vlcvir5 Ptnylk- u1( chose-e-, L. 5p Coc).. oa --16k-ct\ [xPinEs 7/ 14/ :y C 4 .( o - -ri,t k c.o f LA Li\, F ?titP)L.c DI -14) .),::9? G DIU 1st '► -. 66.1 c cor/:utTIN • ' \\c,\N\\..4, 2ll2 7.. 12 6 The ,F uc z c S ate( 1.4.(- .&,.!'' z:- 11)L0,9 .'" of -riff iC i t LA-- OA ' / `�u / d 056-GT v ST� -L. K-� i�5. it-is-r -t- Felt. A(.7..-0-0-5 1-Ac -C-S Cam{ £ L£- IA.611 ...... i1tE'^) fir? '? f LG�l.4rf LP •(S 441; S-/ t0, rO Dtvr 5c= ?1531 „iblttLzl.L/a LJA 61A.G"L-►{ ' (? i W4 ti- M... edn-tO ,��...�11.ra G ' 1 10 ,S034.4-1 - ,° e'19 Ta �'�fi- Gl. "r L� /v./ fir .........--- - - -... ... ... �.' -► ( 199 i . 71,14- geill P.. •1-1 LJ,4 S 1,r 4c,' C..e5 014 4 i }1'r." / 1 UBL._..., .._19 1 Lt- c. s kfr4, ru?s.._. s'�? x...27 - Ir✓ '`lo ._ . ?...__ . S..P(...zA �7f�( ... ... _/ t^ .. �rJ..... ...... RlZ.cc. ......_. �-J� �7.!�..._ 4R.._ _l?.ct� ..rrP,•4 -i �^,z°1..•4 t, So .?^"± ! rrtv ...._ail - e etCPPrtP14_.._. 1 'T,��,+� S _ ?3 � ._1-?`l�e ?2G 1cr. ge ►.41.4 .(59 _ - V2. _x_ A .2. _ .z4TZ KB 1.0,2 -.. _& UA-e. per. 4 13 6 3.h //7 2 A-y, -/ /qc,. gAcrs ... C NFtG- 4o1.1p, -JJ 6 .• c-A.117 ��E.\�1? 5 ) 1M �� X << T �rT.. ? P :IL 9.g r.-' `e... 047- Wt k ,� qt. .. « ?.-,7 M.l... eiZA sue LA,s5if ts,ce ¶ . & ... . - .. ,(03( -707 Ra f'- re-ea_ ), tit v /1.4 od OR-• t; 1 y 115=51 S CITY OFETUKWILA.... ✓L Nov 2 1993 PERMIT CENTER 6,AstL 1 gATTLLLA 17, 6 S, C • ' RECEIVED CITY OF It KIAN A PERMITCENTER Electrical Agents Interlake, Speedrack and Sammons Racks Location: Tukwilla, WA (Zone 3) Prepared For: Northern Steel. Seattle, WA Prepared By: Eugene D. Birnbaum And Associates Consulting Structural Engineers ... -. 1626 Silver Lake Boulevard ✓''1�•C? Los Angeles, CA 90026 //1''I<��- �,1'� " "'Gti�� (213) 663-9218 �., `e. P >.. ' *4,t1 ,0 rl 1 Peter S. Higgins, S.E. Job Number 19410 January 7, 1991 r as�un This Document and the design it contains is copyright by euuene D. Birnbaum and Associates. It is provided as an instrument of service, and shall not be reproduced in any fashion without the written permission of Eugene D. Birnbaum and Associates. ..11M11111, , Notice to Building Departments If this calculation is submitted for building permit approval, it shall contain all sheets of calculations as listed in the table of contents on the next page(s), and shall be accompanied by all drawings listed in Section 1. All documents shalt bear appropriate seals ani signatures in ink of a contrasting color with the same Job Number Reference. The calculation shall be signed across this block. REPRODUCTIONS OF SIGNED COPIES ARE INVALID RECEIVED CITY OF TUKWILA OCT 26 1993 PERMIT CENTER c EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 Table of Contents Job No. 19410 Sheet ii 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Eugene D. Birnbaum and A: ;sociates 1 1.1.1.2 By Others 1 1.2 Loads L 1.2.1 Vertical (Dead plus Live) 1 1.2.1.1 Configurations A and B .. 1 1.2.1.2 Configurations C and D :L 1.2.1.3 Configuration E 1 1.2.2 Seismic :1 1.2.2.1 General (1988 UBC Standard r7 -1i) 1 1.2.2.2 Short Formulation 2 2 Configurations A & B 2 2.1 Components and Geometry 2 2.2 Check Beams 3 2.2.1 Design Forces 3 2.2.2 Beam Properties 3 2.3 Check Posts (Dead plus Live Loads) 4 2.3.1 Load to Post 4 2.3.2 Post Properties (net section) 4 2.4 Longitudinal Seismic 5 2.4.1 Base Shear 5 2.4.2 Design Forces 5 2.4.3 Post - Combined Stresses 5 2.4.4 Beam Connections 5 2.4.4.1 Design Forces 9 2.4.4.2 Connection Capacity 9 2.5 Transverse Seismic 6 2.5.1 Base Shear 6 2.5.2 Design Forces 6 2.5.2.1 Stability 6 2.5.2.2 Brace 7 2.5.2.2.1 Design Force 7 2.5.2.2.2 Brace Capacity 7 3 Configurations C & D 7 3.1 Components and Geometry 8 3.2 Check Beams 8 3.2.1 Design Forces 8 3.2.2 Beam Properties 8 3.3 Check Posts (Dead plus Live Loads) 9 } P 4 w EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEEF Project: Electrical Agents January 7, 1991 Job No.. 19410 Sheet :iii 3.3.1 Load to. Post 9 3.3.2 Post Properties (net section) 9 3.4 Longitudinal Seismic 9 3.4.1 Base Shear 9 3.4.2 Design Forces 9 3.4.3 Post - Combined Stresses 9 3.4.4 Beam Connections 10 3.4.4.1 Design Forces 10 3.4.4.2 Connection Capacity 10 3.5 Transverse Seismic 10 3.5.1 Base Shear 10 3.5.2 Design Forces 10 3.5.2.1 Stability 11. 3.5.2.2 Brace 11 3.5.2.2.1 Design Force 11 3.5.2.2.2 Brace Capacity 11 3.6 Slab on Grade 12 G /1 /) ; EUGENE D. BIRNBAUM AND 'ASSOCIATES CONSULTING STRUCTURAL ENGINEER: Project: Electrical Agents January 7, 1991 Job No. 19410 Sheet 1 1 Reference Data This calculation reviews the installation )f storage racks for structural adequacy. The sealing of drawings is for the struc- tural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Eugene D. Birnbaum and Associates IT -g SR -T G� SR -1 1.1.1.2 y Others Northern Steel No # (Dec. 14, 1)90) 1.2 Loads 1.2.1 Vertical (Dead plus Live), 1.2.1.1 Configurations A and B Loads per level = 0.5 kips Design beams for 200% impact 1.2.1.2 Configurations C and D Loads per level = 2.5 kips Design beams for 60% impact 1.2.1.3 Configuration E Loads per level = 0.5 kips Design arms for 33% impact 1.2.2 Seismic 1.2.2.1 General (1988 UBC Standard Z7 -11)_ Where: V= ZIKCSW Z =0.75 1 =1.00 EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 Job No. 19410 Sheet 2 Thus: K =1.00 (Complete load carrying space frame) V < W 5.0.105W 13,3VT S <1.5 (urless lower value per- mitted by soils report) W =Total Load (Dead Load of rack is usually neglible) T may be determined by any rational method, or the default CS of 0.14 may be used. 1.2.2.2 Short Formulation Based on UBC Table 23 -J (footnote), if racks are inter- connected such that 4 posts in each direction resist lat- eral load, then: V =0.2{DL+ 2 ) 0.105W (since DL « LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by t.i.ling single rows across the aisles. 2 Configurations A & B 2.1 Components and Geometry t EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 Job No. 19410 Sheet 3 W =max 117" a =46 b =54 H =144" D =38" 1y =56" - 1c =42" ly H=120" U =36" 1 =33" Beam Type Upright Type LB342 Upright Type DB BAR 11F-35 2.2 Check Beams. 2.2.1 Design Forces < L;W2 M M (2)(8) S��,n' -= 0.6F,, 11.0 inch kips =0.44 in3 2.2.2 Beam Properties 1 1" t 0.75" v 2 "• 0.064" LB342 Sx =0.80 in3 Ix =1.61 in4 O.K. EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 D { 1" BAR D= 3.00" 1__ $ 1.625" t =14 ga SX =0.51 in3 Ix =0.76 in4 2.625" 2.3 Check Posts IIITA4 plus Live Loads) 2.3.1 Load to Post P < (II of Ievels)(1_) 2 =0.5 kips 2.3.2 Post Properties (net section) X J" fl 3 1.625" LP35 t =0.093 in As =0.74 in2 Sx =0.79 in3 rX =1.26 in Sy =0.61 in3 ry =1.14 in DB Column t =13 ga As =0.62 in2 Sx =0.45 in3 rX =1.04 in Sy =0..32 in3 r =0.64 in Job No. 19410 Sheet 4 O.R. 1y/ ry =56/1.14 =49 1 /rX =46./1.26 =37 Fa =21.1 ksi. Pa =1.5.6) MXa= 23.7 .h. ly /ry =52 a /r.X =44 Fa =24 . lksi Pa =14.9) MXa =13 5 !ik or EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 Job No. 19410 Sheet 5 2.4 Longitudinal Seismic 2.4.1 Base Shear Use Code Default Values for CS V = 0.105W = 0.053k 2.4.2 Design Forces P <0.5K; V <0.053K M <Va- (1.3)P < (0.053)(46) - (1.3)(0.5) =1.8 inch kips 2.4.3 Post - Combined Stresses Speedrack post governs by inspection !' 4. M = 0.17 <1.33 O.K. 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn <1.8"K 2.4.4.2 Connection Capacity (fixity due to width of base plate) Standard Connection 7/1 6" diam. Rivet Va = 2,5 kips = (1.33) (2.5) (4) =13.3 in k O.K. t.. t EUGENE D. BIRNBAUM AND AS' )CIAT1 CONSULTING STRUCTURAL ENGINES. Project: Electrical Agents January 7, 1991 4" i 3/8" diam. Pin Va = 4.6 kips (Double Shear) 2.5 Transverse Seismic Job No. 19410 Sheet 6 Standard Connection Ma= (1.33)(4.6)(4)= 24.5in k O.R. 2.5.1 Base Shear Use Code Default Values for CS V = 0.105W = 0.105k 2.5.2 Design Forces D v h' + P ED 2.5.2.1 Stability i/ h ' Paq = D h' =73 inches Peq =0.2 kips Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. Peq <PD +L - Stable -No Uplift. Anchor r provi.c .ie added Factor of Safety. Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. O.K. EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents Job No. January 7, 1991 19410 Sheet 7 2.5.2.2 Brace 2.5.2.2.1 Design Pbr <0.2K 2.5.2.2.2 Brace•Capacity rote - Allowable stresses increased by 1.33, design forces increased by 1.25 L (in) 0.071„ Anet =0.26 in2 rmin =0.38 in2 Q =0.82 kl Fa Pa T (ksi) (k) 42 110 12.1 .3.35 O. . 7/8" Diameter X 20 ga. tube. As= 0.092 Ta =3.7 kips O.R. TS 14 X 14 X 18 ga As =0.23 in2 r =0.49 in Q =1.00 L kl Fa. Pa (in) (ksi) (k) 34 70 20.9 6.43 O.R. 3 Configurations:C& D. EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 Job No. 19410 Sheet 8 3.1 Components and Geometry w r •W =120" a =44" b =48" c =44" Beam Type Beam C4x5.4 3.2 Check Beams 3.2.1 Design Forces M <_ L t W (2)(8) • H =168" D= 30,36" 1y =35" ld =max. 46" Upright Type M S5. 0,6Fy =30 inch kips =1.36 in3 3.2.2 Beam Properties C4 X 5.4 Sx =1.93 in3 Ix =3.85 in4 O.R. . } 4 EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 Job No. 19410 Sheet 9 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Load to Post p <(ff of levels)(L) 2 =3.8 kips 3.3.2 Post Properties (net section) X 34- 18 "R!'_ Post ly /ry =60 t =12 Ga a /rx =32 X As =0.52 in2 Sx =0.62 in3 Fa =19.7 ksi rx =1.39 in Sy =0.28 in3 Pa =10.31 r =0.58 in a=15.6" k 3.4 Longitudinal Seismic 3.4.1 Base Shear, Use Code Default Values for CS V= 0.105W =0.39k 3.4.2 Design Forces P <3.8K; V <0.39K M <Va- (1.3)P < (0.39) (44) - (1.3) (3.8) =12.5 inch kips 3.4.3 Post - Combined Stresses P M Pa Ma (fixity due to width of base plate) = 1.16 <1.33 O.R. t EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 Job No. 19410 Sheet 10 3.4.4 Beam Connections 3.4.4.1 Design Forces Mconn�12•511K 3,4.4.2 Connection Capacity Standard Connection 4 "I 7/1 6" diam. Rivet Va = 2.5 kips 3.5 Transverse. Seismic 3.5.1 Base Shear Use Code Default Values for CS V-- 0.105W= 0.79x: Ma= (1.33)(2.5)(4) =13.3 in k O.R. 3.5.2 Design Forces. D V h' + P EQ P fl= Vh' D h1 =92 inches Peq =2.4 kips Note:, Bracing shown is schematic - see this section, subsection .2 for actual geometry. EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 Job No. 19410 Sheet 11 3.5.2.1 Stability Peq<PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. 3.5.2.2 Brace 3.5.2.2.1 Design Force Pbr <1.2E 3.5.2.2.2 Brace Capacity 1 2" L kl Fa. Pa (in) r (ksi) (k) 14 Go Anet=0.29 in2 rmin =0.35 in Q =0.91 46 131 9.16 2.66 O.R. O.R. EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 Job No. 19410 Sheet 12 3.6 Slab on Grade Treat slab as equivalent unreinforced square footing P B B= 12 P Qa =23.4 in — 1 B -b -t 12 2 ) L =0.64 feet M c= QZ ` (12) =2.47 in kip / ft Where: P = 3.8 kips b = 2.5 in. (average) t = 5.5 in. f,c = 2000 psi Qa = 1.0 ksf S = (12)(t2) c 6 =60.5 in3 /ft (3 =Mc S =0.041 ksi SO °callow — 1 .7 =0.085 ksi O.R. EUGENE. . ®I:R:N.BAU.M • & AS- Conuuking SNuduso, Enpinoom 1CIATES ONCE? NO. �]r1,y� Jor No L (74/ UNIT nESIGNER DATE /~ 7—.9/ SIGNATURE I9 VALID ONLY ON PRINT. A SIGNED COPY 19 NOT TO BE REPRODUCED. C_ T) l` etie CDIO %y-,-kt VL 1--• (92-e—+ kti ?5 )L&r )/ 2 = lq.v01 5i-, o. 2-/3 40,4 l4c7 f r fi..4 2 -2-`` @2..Z -) x.2$1 =4( "C pos. r ° 9,77 rdz- --1 7"-I, 0, it'? S o 1,.•3 eta.. =a7cr 571 N 34) ►�� /L.l,j (6 2Z ±2: o � 5 74176 74176 L /mo Secs-4,-1(c.. ) c.as_ Z.) . o, z3 `�- 9.2. 62..) -,y 3 `Ti7 /6 44 . C2) ( )34 )/.. a 9 L 2-1 ) Csd l "'JO UNIT i DESIGNER nATE Smut No. I a! Jos Na 1C4410 SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. Pri!/PS Um -5 r ct-6 444-c 11,4-, L ,f4 Y , �,V 5.01 Ze ss c. o e. � ti -1.17- l " 4 _ 0 1 - 1 > Q.1C.2..et) S`v' t. EA...\111A ELECTRICAL AGENTS NORTHWEST, INC. 1163 Andover Park West Bldg. B. • Seattle, Washington 98188 • (206) 575.1818 MANUFACTURERS REPRESENTATIVES TO: CITY OF TUKWILA MR. KENNETH NEILSON Dept. of Commumity Development - Building Division 6300 Southcenter Blvd. Tukwila, WA. 98188 FROM: ELECTRICAL AGENTS NORTHWEST MR. ROBERT SCHOEL REF: RACK STORAGE INSPECTION DATE: Jan. 25, 1991 Please delete the welding section from the rack storage inspection, as all shelving is factory welded. obert Schoel o5- RECEIVED CITY OF TUKWILA OCT 2 6 1993 PERMIT CENTER RECEIVED nITY OF TUKWILA ,IAN 2 5 .WW PERMIT CENTER itietiitie- vt ..ritibj9c1 tO err4=1-c,,,,,.;,ir'600 rans :foe;' 101:4:fc'," Atkipted co(Je rIVi36tOeS COPY 6 .a .. II . . 1.171011111,1010110111036.1.1 12 • ..; .,, 11=411;--X6A711 • 1Tt‘gtiM 1.t............_ ietkel p To outs%0E I FLOOR— 5.,44 SOB - 3 , . SOIL BETA R i iki C3 ".- 2. c.v...No P5 Fi IIMEININEENSI Ill, Will I 11111111111111111110111111111111111110i.111111.1TMPFirlilllq 111114111111111T1111 0 16 tHS INCH 2 4 5 f I NOTE: if rho microfilmed. document is less clear than this notice, it is due to the quality of the original document. BIEMANNMEIN ESEIRROMBEIN wafts" k'', ',, „,,.',,.....',' :, '''..',e %. ' ''.:"., ....-'.',. :-.. ''':;,.....1.; :/:;„ - ''''' , ... / :. .c"f•• ,);!%''.:', :::',..";T:ti. .• t'!',',.;;;'4'.-- '''',7::''.., .:, •I''.4'4'.'...' : - : ' .■ ,;."."' f', ."'".....' 2. '...■".'; 1 li - I I I 1,1 4iiiiiktill 11- litilli i/1111111111111111 1111111111111 1111111 ' I / . 8 9 10 11 kiA4C")4A/ff 12. 'il7:ntAft:h1,:,e::i:1::1.1. tclho::mtell:: Its t : , (51, 6 8 L , 9 G 4 £ Z I. r4e4 0 I 1111111111Aithilitin111411,01114111111111111111111111111d1111111111111111111111111111111111111111 4.' 06 6 8c i,e 9Z SZ 47Z 6011116WHOmnimilmmiludnp6014 gantannaggall ;ffZgliFIM 1.6251.375" 1.625-2.375" 1.625" COLUMN t 1 • 3 I MIN APPROVED E-ArA1,4 lo Al'ZHOFC. 234. Ety1501.4ffriT--- A-iaC'6 - F ATTEN ENDS rr OF TUBE AND WELD ro, (riP) t-- ITS 0/4 11/4- .)c 1B ?a ',TYP) EMPleggil E Tykg F Type Type tga) A$ Sx ry AC 14 0.41 0.37 1.16 0.57 AB 13 0.48 0.43 1.15 0.56 AA 12 0.56 0.49 1.14 0.56 DC 14 0.52 0.38 1.05 0.65 DB 13 0.62 0.45 1.04 0.64 DA 12 0.72 0.51 1.03 0.64 EC 14 0.67 0.47 1.00 1.11 EB 13 0.80 0.55 0.99 1.10 EA 12 0.97 0.62 0.98 1.09 FC 14 0.83 0.54 0.97 1.43 FB 13 0.98 0.63 0.96 1.42 FA 12 1.18 0.72 0.95 1.42 GC 14 0.67 0.60 1.33 0.68 GB 13 0.80 0.70 1.32 0.67 III=1 12 0.93 0-80 1.31 0.67 Type D t (ga) Sx K4E 4.00 16 0.90 1.86 K4C 4.00 14 1.12 2.32 K5E 5.00 16 1.23 3.20 K5C 5.00 14 1.54 4.00 K6E 6.00 16 1.61 5.04 K6C 6.00 14 2.01 6.29 K6A 6.00 12 2.82 8.81 BRR 1.63 14 0.37 0.30 LAS 2.75 14 0.72 1.00 BAR 3.60 14 0.53. 0.76 LAB 3.25 14 0,89 1.48 LBS 3.75 14 1.18 2.27 BBR 4.00 14 0.80 1.59 LCS 4.25 14 1.42 3.12 LDS 5.25 14 1.91 5.10 LDT 5.25 13 2.22 5.86 LDO 5.25 12 2.57 6.84 • --: GENERAL NOTES 1. This drawing " shows standard details Of the rack product line _ only See engineer approved installation drawings (same Job Number) for components used, special details, arrangement, and site specific infor:nation. The installation drawings govern over this drawing. 2. MATERIAL, Steel - ASTM A570 Grade 50 UNO EANA Welding Electrodes - AWS E70-XX (all welds single pass fillet welds designed at 50% stress levels) Expansion Anchors shall be ICB0 approved types. e.g. Hilt.i. Kwik Bolt (ICBO RR, #2156)) Phillips Red Head JS type (ICB0 RR i 1452) Ramset TruBolt (IE011.12, #2391) . Embedment shall be minimum 5X Bolt Diameter., .. Other similar anchors may be used if ICB0 approved. The anchor types, ,sizes, and embedments shown on the installa tion drawi ng govern over the sizes shown on thi- thaloiing. Special inspections are not required unless noted on the installation drawings. Unless noted otherwise on the inFtallation drawings, the allowable ,5.-.011 bearing value is 1.0 KSF. (\cOIN\IN T1 \-,‘ \I .. N 0 ' 9 0 • 1-\‘ lil'i',N1 . _ RECEIVE'," NY ? ' (.... n \I: D RECEIVED cry OFTilKWILA ,00,Zi,:t _ ,.-1 l., CITY OF TUKIIVILA - • .., JAN kail ( • 4 '` •. VH1 . OCT .. 2 1903 • O 6 .. . PERM10ENTER .......1(y, n isst ..„..0,NI...,‘ \ 4,i. LiN ,, - PERMIT CENTER ,,t1d4 ALL DATA ON THESE SHEETS ARE THE EXCLUSIVE DESIGN OF EUGENE D. BIRNBAUM AND AS- SOCIA TES. AND NO PART OF THESE' DRAWINGS SHALL BE COPIED C."-R USED WITHOUT THE KNOWLEDGE AND WRITTEN CON. SENT OF EUGENE D. BIRNBAUM AND ASSOCIATES. , CO V1,••.. . _ ix EUGENE-D. BIRNBA, ) AND A6110CIATC11 • ' - STRUCTURAL ENGINEERS 1626 SILVER LAKE BLVD. LOS ANGELES 90026 CALIF. C.713) 663.9218 ormucivnAL KMGIRECR. CHECKED APPROVED 0- -SoiTS 1)4.1 usIi.6( CLEAltPRmT skR),JH iiiiiiiiIiiiiiii1111111111111111111111111111111,11Ly)1111Ftf () 16 TRS INCH 1 5? 1,110r3' riFITITT-17111T7Ffif fripfilliffil I 4i454iii 5 6 7 8 NOTE : If the microfilmed document is less clear than this notice, it is due to the quality of the Original document. 1174/411[111111111111P110111111111111111,111 9 -1 10 11 WOE GERMM" 12 • w iar..• • EEJOil. EDEN 11,& PG.F AL. ((C2K -r© Oil.1 Far? 1'D 4 ak,C. 3, ALL WELG2IIJG F3 Y. CERTIFIED WEEPERS RJ 6HoP or . F-AeRItAT0K . 1�14,' ' -. 2t A V/RJ6, 5k'w5 5TALDA.R2 FYx42 K.S.T. 11'11Y� w,/ 3 '" U 149. k 14 0iz-.4b t7EreoLs OIJL`'. SEE APGROVER i1.15iA,I�L . IOIJ DRAwILJC's FOR' GEU. ArKAIJ6EHFl.J1- AIJ2 HATEIZIAL u;Ec2 5, Rao 146 Nic i.t. , rl ‘ LA P.R., '.74 Ica r'� 'b 'bY • 3 sI sI; p n-r• RECMILEEL. CITY OF TUKWILA RECEIVED OCT 26 is :1 CITY OF TUKWLA p� I.i�� PERfviiT CENTER j M � S1-41,J ®N R � 7 L I P P AS , PERMIT CENTER -aaaa.,a..cirs .,s 'Qf dti1 r.r \Y E= %LI_ DATA ON :..- ESS. SHEE1S MRE THE EXCI_LJ VE E'JGFNE D. BIRNBBAUM AND Z CIATES. AND ?ART OF •i HE SE DRAWINGS SHA...L'_'BE LC' s=L) OR F USED W,i ft: IT THE Kf'r !. DGE AND WIlsTTEN °:ON• iE JT Co EUGENE D RIRNBAUP' EII 3ENE D. BIRD BAUM Awo AoaoctAT.b TR'JCII.r.AL lO' dERitS 122IS 51`.V4R b.A:tr. BLVD. Ltiv.J ANCI Aea 6OnatIl (293) 883.9299 r.ronovRo OF St. 13 se Si MR MOW •.. . e . eaw..s.ama.o.aa+.e. error a m a %a * erea arrs ►�1 {!��I!�11�11 {!� ►11,1 {i;ll +l�II��I!�il (Il�l.�!�! {�l�l-I-�' 16 THS INCH 1 2 •3 ' 4 ri II11I11! Ili! I1lIIItt 111111 11111[1111 NOTE: If the microfilmed document is less clear than this a...:" .� ` h . 1 ! �.. , 1 -hn ,nrd s 1 •la 1 de r,imant N4111111111 111111111111111111111111111'111111 14 11 mADENGoliANY 124 • 7„ • e. ,•,•• ••■■■weennall.www••••••■•■■•■•■••01........ I ,C04.... £3 DC 455 Kilt ,..3i ./...F// hf:'. is" .1...p.e ..14 EMIES111151.61/497 L. P..3 5 ..," ' /f/o44,2 sY *-4.- .0.45 2_34' 1137 3') 132M1121112//1 -.5''... /R2.1 .o72. ."°' ;.t'/ 92ifilliailLIWAVICIII c,a7 6-441 /q 6 1....5/e/ 111111 hf:'. illa 1.:43/31 IlliZ1.07 .0.45 2_34' Ld155.3 4% .o72. LZ.38/ /54 c,a7 t_Z33 ..s. J1-1,4 .074 15384 lign,04 L./3..384 IllilatiM /*i C7,97 C241., 11:42a' p.97 L8294 Le2 0 Fr , ' ..i Lat32.5,4 0-7 /fa': //' /1^? -.5 14 1'49". ;‘-VRE.: 2.=?,49 Cf'r 1-; • A4pc, LE ( V1 .DG - / E /O .'V / I CT /Li "3 (A/1 / cOy__ .1.744 A/ TO z5ZE,",-1,3 COAliVE-C 7-0/9 Y u'-/-3k1.47) (0/-:' 7/ C.),V/9 ,..:)1A5 0/7 /9' CITY OF TUKWILA f7T/e3ME: LE7LE:1/21T/ON OCT 26 tjj • PRMSFPTER‘ •5# Z34-.-715)1A/0 V/-1 r 1 4) r,z:' " t.". .- • -- ,5 1--. •-rAI /70 4 7.0..-7-0":"..,/ vv-F:LL:)3 /A/ _.,„. L , • tA/,40 71,4 'Z.--; 7714 /4 .V*7C-2 5-0 EUOENE D. BIRNBAUM - AND elkailOCIATOS 5TitliCTURALt INGINSEK; •1636■81R.VER NUAK II BLVD, LO ANORLIte 4 O4i64114 D • • . • 1 • •. . JOB Wt. 1341°': -44 • s..-..- `' 4,244,,tait1/1,,r0411X Ct....8844;st 1800,14 511•4!%, , . • 4 '1 4 ' ' 4 , „ t . • 1 . •• .. ; .:' ...I • -, ... . . - - - i - - . - -' * ''r - 7 : -.. ; "1 .. -•-.' '',,,,ff:Ce"..t'-...:.;P".•'-r.-;f,-.(:'-',-...-•-,..T'f":'''',"/,'";-..;==.c.1-'Y'S?-::13'.1.3" '''A':+"--:"74,.4 ■•'4A 44, 18 THS INCH • NILE: If the microfilmed document is less clear than this notice. •it is due to the-quality of the original document. 11114..f11111111111111111,11111111111111.14:14411i 111111111111111111111111111111111111111111 10 11 14.4A0e N GERMANY 12 • ... 64... VI IC". r' 4... ..•• ix?i ow 11.---1* -1- 1%7. 1 • . , , 1 4.k.s • 7' e; 331 4 • ZS .•71 i ' 6 4 Xt) .3 •? .3) p..-1 • •• • „ .• • ' .■• Ii..".■•:,A1/...j..S.% `'Pl. • • .46.. • -.-3•1'" • -• • "-' • • ' '044 • -• SECTIC)11 . • . ir r •-•-• L... a; i13.44- Arnalt TY Pe •- ..r. 1 ,,-.44.• •,, . 41_ DM , .1-W 17ct. i 1CP G bizin 0 1,..4.. 1 • 4. 1/.42i 5: ' 4,)F, F. . I 4" 1/4" • '.-.- ' L. FL) ..._ • Ty Pe. H 4 1 L v ‘.) ; 9 s \A H o • C; • ;T 1 1 \ut CO H fj\ r-1,7:71-f- 1. I tc? so it._ r+ ... t•-• a • 000 RECEMD r.ITY OF TIIKWIU\ t. I ajrAN `;■;g MIT CENTER , • ' RECEIYr.; CITY OF TUKWILA FOP. P E - : : Art4 A c • I 'NI' .A:-T•t-Dat".4..t!-1 c:—"1-10 1 c;rp, .. 0 • I 1 I 1111111111 !III 11111, 11111 1111111111 1111 II II. 111111.Lp III 1-11+9191 EUGENE D. BIRNBAUM : AND AoSSOCIATIII ""- STRUCTWIRAL ENGINEERS It/26,881.1MM LAKE- na.vD. Li-os ANIONLE9 2t5. CALIF. ; N . 3 : 1 h t H A., * ."4„, . • • . •". • .•47 • • ••• stiVSUCTURAL Xtienfaltit,' • . .•• • /: t • • 6r•‘•. • , -‘,',- ------4 .-..-°."-.7---"1.,-;7-..- -0. \ - \-"-"'"':c•'-',•;•:.'w..2-' .4)-2;4,1' .:,....., •. '' • . -•=••.-. ';'-'•;'"'..`'' '--: • '' '. ' " '' ' ' . ' - ' 1 ;,-';';',.`,,..f-',77'',..•:..2f.'7e,.....;<?:.....1:' ii::illICI. :1' 1 !II] i 11 II II 1.1 11 11,11,111111 111111111 '''.:;..$- "C!?.,"::".-..";'-'' . • ' - 44ti MADE el G 11 ' '-'12', '',' i-': ,fai ERANY M ,... 1 1 NOTE: If the microfilmed document is less clear than this 1 4 a er1 i rb 1 t tie;:71-rne:ttsc •