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Permit B93-0160 - BOEING #21-01 - LAB AREAS
G l % ,frY.IG1 00EIMG 2dcI City o Thkwilit (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0160 Type: B- BUILD Category: ACOM Address: 3417 S 120 PL Location: Parcel #:.102304 -9069 Zoning: M1 M2 CM Type Const: V 1 -HR Gas /Elec: Wetlands: Water: 125 Contractor License No.: BOEINC294ML Status: ISSUED Issued: 05/27/1993 Expires: 11/23/1993 Type of Occupancy: WAREHOUSE Slopes: Y Sewer: VAL VUE TENANT BOEING #21 -01 3417 S 120 PL, SEATTLE, WA 98124 OWNER SABEY CORPORATION -;' 201 ELLIOTT AVE WEST, SUITE 400`, SEATTLE, WA 98119 CONTRACTOR BOEING INC . '' "_ I: - >Phone: 206 544 -2975 9725 EASTxMARGINAL WY S SEATTLE, WA 981242207. CONTACT TERRY BENNETT ;'r Phone :. P.O. B6X; 3707, , M/S 46 -87, SEATTLE, WA 98124 206 544 -2975 *************'******,***********'*'*****,*********'***** * *' * * * * " *. * * * * * * * * * * * ** Permit Descr;.:p -ti or :;, CONSTRUCT ;.LAB AREAS WIT.`}46XEMPT QUANTITIES OF CHEMI'CA'LS':..' Units O,pl'`/' i Bui 1 dings ". 001: ,,, Fire Pro=tection.: SPRINKLERED UBC Editon. 1991 SETBACKS'', Back: R1ghtir - Valuation: 280,0003 00 :Tota1 Permit Fee: s 2,099;418 ** * * * * * * *4 * * * ** * * * * * * * * *k * *, fit*.********** ** s*; '° *' * * * * * * * * * * * * * ** * * * * * * * *'* * * * ** "1"-q. Permit e.e.r,4,t e r A U;t ho.rg Signature I herebyce,rt'i.fy` that I have read and' gxa'mined; this permit an`d`. know` the same to b`g, `t,ru,e land correct. All provasions, of.',1aw' an,d' ordinances governing this ork will be complied/With, wh,ethe specified herein or not 51' The grantingo'.f this4permit does not' presumet'o give authority to violate or cancel they {,pr;ovis:lons of`�any other state or,,;l'ocal 1'aws regulating i 5. r.l ., ... construction or \i�he porformanceqo:fawo,rkr r,.;h 'a'tn author;i'"ze'd to 's'ign for and obtain this buil.;d`1:`n.g permit. Signature :..1_ `Date Print .Name: '1 This: permit shall become null and v`oi"d" "i'f `the work As not commenced within 180 days from the date of issuance; or if the work i_s suspended or abandoned f,or a period of 180 days from the last inspection. CITY OF TUKWIL Department of Co rwnity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER X13- 0 I loo PROJECT NAME SITE ADDRESS 153.6n5 & I- 01 34I -1 5 Imo P1 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. D EP.ARTME N1 BUILDING - initial review FIRE ATE ' /ici/c 5p,010 IINIT IU REMEI ...................... Date Sent - FIRE PROTECTION: FIRE DEPT. LETTER DATED: Sprinklers Date Approved - Detectors INSPECTOR: N/A O PINNING fN' R N u AY 2 5 1993 q2/93 WORKS INIT: T�JKWILA O OTHER PUBLIC WORKS XPUBLIC M BUILDING - final review M BUILDING OFFICIAL INIT: ZONING: IBAR/LAND USE CONDITIONS? ( )Yes N REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? Yes 7I N PUBLIC WORKS LETTER DATED: IN INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? I,.14R OYesNo UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: CONTACTED L—C ,-'0 1 • DATE NOTIFIED ai-13 BY: (init.) 2nd NOTIFICATION BY: . (init.) 3RD NOTIFICATION BY: (init.) 01/00/93 CiTY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 y4n.SO It) Jo6, #. 7a 76kp -v1 BUILDIN PERMIT APPLICATION [PLAN CHECK , _ V NUMBER � o • t. ,;�• N. A . s. 1 C 5 .• .:F FEES (tor staff use only) BUII DING. P.ERMI.T:..FEE PLAN CHECK>FEE BUILDING'S.UFRCHAR 0TH.................... .... �70TAL �• �t�q�`` {`� SITE ADDRE S SUITE # 3w7 449 e BM& ,„1i -0/ VALUE OF CONSTRUCTION - $ oaq 000, ASSESSOR ACCOUNT # Cip(pq . /0a3o5/ 9'04'6 PROJECT NAME/TENANT BOEING DEFENSE AND SPACE GROUP TYPE OF ❑ Now Building ❑ Addition Tenant Improvement (commercial) U Demolition (building) ❑ Rack Storage ❑ Reroof 0 Remodel (residential) ❑ Other: _WORK: DESCRIBE WORK TO BE DONE: �e.0dLGy tQ/X Ge2eer,a „ee...C;& GLT/J CQ� UI LDIING USE (office, warehouse, etc.) v'" NATURE OF BUSINESS: AIRPLANE MFG. WILL THERE BE A CHANGE IN USE? pr No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: .9'y ADO Tenant Space: Area of Construction: 5000 WILL THERE BE STORAGE OR USE o1 FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER BOEING DEFENSE & SPACE GROUP PHONE 6) 544 -2975 ZIP 98124 -2207 ADDRESS P.O. BOX 3707. M/S 4 '6-87. SEATTLE, WA. CONTRACTOR BOEING DEFENSE & SPACE GRQU.E PHONE (2,p6) 544 -2975 ADDRESS P0. BOX 3707. MLS 46-87, SEATTLE, WA. ziP 98124 -22.07 WA. ST. CONTRACTOR'S LICENSE # BOEING -294ML EXP, DATE. /- 5--qc/ /! ARCHITECT BOEING DEFENSE 8 SPACE GROUP P.E. DEPT. PHONE f ?,061 544 -2975 ADDRESS q.IP I.O. BOX 3707, M/S 46 -87, SEATTLE, WA. 98124 -2207 h I:.:.:T:: .U: iER Y >.CE.R... FY...HA .. :. .R ' � � :: " :.::.:'< . � �:: > : � ::: ' . � . :. ; � 'q : .. !* f�.....,.:.... ...T :.:..:.:.....:..:.`f'.....: HAYS... �At�.: AN: R.,: �XAfv. 1. INEq., THI. S.. A. �P. I ,.IGAT.ION...ANQ..KNOW.TNE..S. M:TO::C3E��::`: ° >`? TRUE:AND:CQ.RRECT, AND:.I.:AM.�AUTHQRR1 El TQ: 1�lat?LY:`i-OR.'tf�IIS�:.f?'Ef MIT '' + BUILDING OWNER OR AUTHORIZED AGENT ' SIGNATURE / - DATE 5-413 PRINT NAME TERRY I3ENNETT PHONE (2061 544 -2975 CITY /ZIP 98124 -2207 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE, WA. CONTACT PERSON TERRY BENNETT PHONE ( 206) 544 -:975 APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out tho application completely and follow the plan submittal checklist on the reverse side of this form. HanJou!s 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 Qoordinator at 433-1851 prior to submitting application. in all•caccc, a •vvaluation amount should be entered by'he applicant. This figure will Le 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 thls 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 rt application shall expire by limitations. The building official may extend the time tor action by the applicant t; r a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the . nilorm Building Code (current edition). No application shall be extended more than once. • l/ you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED 5 ^ -Q3 DATE APPLICATION EXPIRES t1 -93 1 SUEWITTAL CHECKLIST COMMERCIAL rA .Cgm•totod: bu4d Agri ?l: R.V M. +t•!O•:t''p`,; M•: B t1g pornik.dppa(c' trictur. ;oriirioor S<i1c report stixmpo Topo©rptucal surVOy Eno' caldrtai;one slam 'od.ti " .ti Washln toi':,Stav a icons nlY• P Y , fl onpinoor or architect • [.J l..ogal doccripUon : Working;drwawinfls;n' @tumpod,b ,".a;.YJds.tliiij►ari Stgto;.jiconso wthItoct, hich Idudo;: y• . Seto plan ' ArctiltooturtiJ dravrinfls :::.' >':',t St ucturt)I'.,drA1'(�(t4is 't,A94t riicul cfrawlnfls �lovaiiorts: Civifdrawings,r; . : •: �•l.nndscnpo Complotod utility pormlt appllcation (orio for entire proJoct). sots o .'civitdr 'i' NOTE So ir':pormlt rtpp 1Cttborr and cl k /ist for spocllk u sub lttal:'ro iramo qu RA S •A 7 �:;Oorn• io (3(i•boilding • .v(mi,t:.a .. Iicupo'rtYi' t` ; s `::> ii; ?i;; t ;i;i P. 0 p PP... 11.4111 s trpctu; caloutatianti;sturiip n naor may bo rogU+ra so.ssor'•Accaunt cn (r oN 91 (1,149( mJ(R` AN.TENNAISATELOE RjBFIE > agolg prtpr to NOI ys r~;;fncJucb;'.drmolisio • and axit'wa on plan Stri c Ural culculaua o i nogr..(i•Adi;stora RESIDENTIAL t �A t �Y:SI LE F. fYli Camplotod buUdtnq permit application (ono for Oach structure) • t..,�'l vijal doscrip Aosoecor Acrgtin.t> riti�ii nv�'iFT'r'n• Y';•�iiG '•'4'Sr t'(•iit: R D.... . AL'R MODE'` rT utiliJY€ or.� And plans pest .4.Y MI •..+: if iM1' M1rf? ii: YliiiSYfi�ii >: \iM1' "h�'I%C'ii:k1'i i:V:Vi NOTE: Bull g `sffoplan acid UU/ y $Jto' �lan'ma` bo:comb1nodr' SQ uoiity.;pormh applicatiori`and;chocklistfers ci/lo's,ubmit 'ro lrorrionts Adcibonu! topograp 'kal and sous lnlon, aeon may,bo roquirvd 1 unique, . sito conditions . `iiiiitorial;boing romovod; a nor tq final inspocri'on ari off of die perm t. . ***Ictic;irOytt'**************ii**********4****if**********k***4r******* CITY OF TOKWILA'. WA * TRAhr6MIT ir,****.4.,■!*.i!..k#*:*****',44.****14*****144**********.ivicit*******4e;4*******.1e4er TRANSMIT! Nt.tfii46;6'f. 93'000,5;72 Amount: . 2,099.18 05/07/93 10:20 Permit :hop 't19-0190 'Type 04U11.0 puti..Dke :102304-7.9089 • . , S ite 110'()r s 6 .12 0 PL P a y me.ri t .CH'ECK ,Netatiarf: OCEINO BLD. ***.kie***********14.**1;WA****k*********************************A-*** ,.R.cc'oLint,. Code Qecriptiort Paid 000/322.100 .1UILD/NO NONRES 1,269.50 000/3 4 5-..23 0 PLAN CHECK NONRES 825.18 000/386.904 STATE': BUILDING 'SURCHARGE 4.50 Total (This Payment):, 2,099.:18 Total Fees: 2;099.18 Total All .Payrnents: Bal ance: .00 GENERA 2099.18 TOTAL 2099.18, CHECI: 2099.18 CHANGE 0.00 0496A000 15:12 , , ' • • • CITY OF TUKWILA Address :. 3417 S 120 ,PL Permit No: B93 -0160 Tenant: BOEING #21 -01 Status: ISSUED Type: B -BUILD Applied :. 05/07/1993 Parcel #: 102304 -9069 Issued: 05/27/1993 ********************************************* * * * * * *. * * * * * * * * ** * * * * * * * * ** ** ** Permit Conditions: 1.. No changes will be :mada •t tIiet`p2 ans "ii Tess a proved by the Architect and the Tukwila - 13ullding Divls+on- Electrical .perm1.t i,lisl1 be .obta :fined. through the Washington State Division ft,IL�aborF, ah d I�idust .,ihes ands a�1.1 e1:e:cbr,�ica1 work will be p►fs�pectepd b that .ege cy,: (248 -6'65 ) . , 1 ,,} Al 1' mechanical work t hall be under separate permit through f r ( to •v. r r , fir' ` I the City, i Tukwila, v *f.A.a #� t • All per�mi, , i;`ns iectlon�'r"'ecords ', pnd approved plans, s;hal�l4�,,e `ma intai ,e;d ata'isl„abler�at the r4o.b stl',te, prior to,the9 „as,tar,,t of , any co rtuction'. 4,,These ,dpqu ents 'are to be maintained \, ava i i ab a until final i n;s1pe'ct i on approval i s granted . • Any Rose'd� insulations„ iacl;.i.g, „,;,material shall have, a'�F:lanie Spre d R t'1`n,g` off'' 25 or�i' °'Less , an "d•� mate,rl a l shall bear i:dentli - fic 'gton shot iqg the ftr- e-- performance+' rating thereof; ,, • Par i iori4'�wa11s at"t,acd. ed�Ato cei.l in find -m,ust be 1atera'"I- bra d if over 'eight„ (B),, t'eFe in' 1;eng h ,.....t;� F;, An Kew c e 9 i r g {'g r i..d: and ; X31 fi g ;t f'i' xit`uir e i'n'stallation i s .7 ,` re c " re"d 4to” meet 1 ater l�`'b a° i ng req iSrements for 8e i '.smi c Z o n •` meet_ .,,_Fa� i3O. \ �r i ,xu f,; All ns, it tlon o be' pope din, :confYo`rman�ce' with approved pla and requlrement�s, ofo.:he Un fo�rr;Bu•l�•1`di,n, Code (1991 11 :Edi n), is mended,,by the Washi �'to 'State`°�'B ldin Coode4 Un i Mechanical Code (1991 . Ed t ion V».and_Wasji i ngtan . State Ener �: \Co a ({1991 ,SecondEditicin) / c,,' I ',N., w�� . Valid "4 o,f Permit. The issuanc :ofr a p_prr� i�t ,, r.�approva�l of, plans, ecificatio rs and compu aion.s s' a11 n't:;:be con' atrued.`d be a'permi <ti, for, or a;, `�ipprc► > Aof.;`bany v4lati+ of any o, r the r.`v,l Si on,S of :this code ' or of, arty o ear' . •" ordinanc "� . t ��. e�ft.`�. fur isdictden No permLtopresumi t: authority.d,'r iv,iolate or_canc `1'°'t�he :provisions ofelthis r shall be va'1�`. City .• d Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0160 (512) John W. Rants, Mayor May 20, 1993 Re: Boeing Company Building #21 -01 - 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. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3.000 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. City oti Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 (UBC 3303(d)) 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)) 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)) 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)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group 1, Divisions 1 . 1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or City-I Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. Material safety data sheets for all hazardous materials on the premise shall be readily available on site for emergency personnel. (UFC 80.106) Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials. (UFC 80.301(L)) Visible hazard identification signs shall be placed at entrances to locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Individual containers, cartons or packages shall be conspicuously marked or labeled in accordance with nationally recognized standards. (UFC 80.107) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the. Building Code and Fire Code and shall be properly repaired, restored or. replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) This review limited to speculative tenant space only special fire permits may be necessary depending on City cpC" Tukwila. FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 (1:17".".. John W. Rants, Mayor detailed description of intended use. Any .overlooked hazardous condition and /or violation of adopted Fire or Building. Codes does not imply 'approval such condition or violation. the of aY+ry. +'y`1'"'�`,.w�'." 1. i 7i' '�"uA`,,,fr,;;11brit.C✓'C"'4.si ?f�'{2!t'^�131'f3.0110: ! ti:�"iern.C'"C.'/W'+ lWb1A:w'"^'_a• Xr".."•dr,+ w, 1 k {�� ;�� �."'* �' M ''fl` '?: °50'P"iM 1 t7 `t" „y.P' c City of Tukwila Fire Department John W. Rants, Mayor TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. , . =Ql64O Project Name t°_i d 21 0 L Address '.1W1? .S /ZcS PC 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: /44147 Od” 2f Authorized Signature Date FINALAPP.FRM Headquarters Station: 444 Andover Park East T.F.D. Form F.P. 85 Tukwila, Washington 98188 • Phone. (. 06) S73444 • Fax (206) 5754439 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 INePECTION. RECORD. Retain a copy with permit 0100 PERMR NO. (- 246431 -3670 oe .b p� r � " � / ype o nspect' n ri � ,:9 Add Date Called; q Special Instructions :, �.- „ 4 e ,ik 1.1, r: 1 if 5 I c Date Wanted; Requester :. .— ~"" ,, f'. Phone No.: _ Sri 4 Approved per applicable codes:' COMMENTS: O Corrections required prior to approval. REINSPECTIONFEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter BIvd., Suite 100.; CaII to' schedule reinspectiori: Y c • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 693 D/ap PERMIT NO. (206) 431 -3670 D lrrojecf" 1 v 0 / - 5� a , 1.: of Ins • : • .. •' n i , ,,,r,ss: ® �: a . :; 9 , ms: — ,2_,„ Sp: • : Instructions: Date Want •: / •.m. Requester: Approved per applicable codes. COMMENTS: Corrections required prior to approval. ce6ove c.az ;bus' Inspector; bate: ❑, $30,00 REINSPECTIO / E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., ulte 100. Call to schedule reinspection. SPEC7ION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206) 43 1 -3670 • ro ect: ► ype o nspectb .1.' - ''"' ' '°70,11, Address (���j ' 90 n/ r (• Date Called; 1 — er Special InslrcIIon5: Date Wanted: /� iD "—�' - am. .m., Requester: PLft+d Phone No.; Q J ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: fr-v /2 ,-=-, 9L- ed .. Y1; Inspector: ❑ $30.00 RE1NSPiCTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. to schedule reinspectlon. ;INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 693 -0160 PEW N0. • ro ect: Fx vi ype o nspe 1�i(?�YY1t rl al.., 01 T3dress: 11 �!5 pi Date Called: Special Instructions: 4. -3 p ^l Date Wanted: %- a -5 am. m. f vnne Noy: Phone l s i .^ i�. I Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approvar ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at k 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. INSPECTION RECORD :0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: Pi��� a /GI / aQ ix, 0 Typeotlnspection : /�anl /�(.. Date Called: .2, p:3, Addre r/ /� . -/�C,'. ecial In ructions: ..' p onanted: Requester: A:64 'r f' 99/ -3.2�5 proved per applicable codes. COMMENTS` 0 Corrections requirea prior to approval. «7241, I (J(.7 /GdC /Gd tit':CS Atm."- ia. -r 7, I4 'tom H. S. CJ $30.00 REINSPECTION FEE REQUIRED:, Prior, to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule` reinspection. nt 1� �t.l tl. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 role •: 1 / Zf-0 ypeo ns ' •n: �.ress: '??4.,1 r ZO , e .:�: -I -- ii J Sp: ► • Instructions: Date anted: 1_169 Q o m. p.m. Requester: ':-5, - is la Approved per applicable codes. COMMENTS: • ❑ Corrections required prior to approval. .� Cie ' qC G So / (6?�5 C -,()43 Q4 ❑ $30.00 REINSPkCTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98186 (206) 431 -3670 Project. 7i _ G l spe n: r,, f`� Address Date Ca�V Special Instructions: Y .-h L. 1.--Ale) Date Wanted: �� ' T� m. p.m. Requester Phone No.: .,.. _ .3743 C Approved per applicable codes. 0 Corrections required prior to approval, COMMENTS: t-z,s. C.� oT' t.15% 15G ;2-oitN b.Y.- I cxv cy.A- -`S-t " OF vin 1 07— p `tom 1 Ow tit. f —vv. f a ( 24.161-v...- 11Q S na t,A e R- , I Oa A fPruvc—O w-V o r,1 . 1 N s-t d�s. a & 113 4- (14 1 C= �cc.l.A nI aG Inspector: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r : J _ (1) ype o nspeci • n: Vie: 7/Gtiq, mi3 Address: 3)-( 17 S• /Zc Date Called: Special Instructions: Date Wanted: 7— 9 ci3 .m. •Requester: Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' / 4 n ^ /O.Z.; lo /05 /.• / /o 0 uc S i b(' ri /Leta Yn / O-o N13 R-114 wAz(.. 0 f ROT) m l C)Co / 6-7 WV -i 0 f Ric\ m t 0 8 Inspector: r. c.. { L_ .._ Vie: 7/Gtiq, O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Protect: N�� ..' - ors/ Type of Inspedfon: Date Date Called: /1 -i► i h.) address: Special Instructions: 1M ID L c.. -= e, Date Wanted: Requester: Phone No.: tApproved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. N>tr A tm PIC\ FiLd►,� Pr- • 90 v2 . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. _4 b INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro : ype o s • ::I« • n: .. • : « • Instructions: Date Wanted: 4 '.19S -4,3 am. p.m: Requester; Phone No.: 0 Approved per applicable codes. ❑ Corrections required, prior to approval. COMMENTS: j) 7-(7.3 1 fr701,�: « (d I AIMS gory ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: INSPECTION RECORD .' J 1393 -- Retain a copy with permit Q PERMIT NO. (206) 431 - 3670.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ProJe� -*r.. I _� O Type of I ion Add s� ..� 0 p Date Call , Sp nstructions: 014., r4» f '0 4 qq - • ,. ..- 1J a6 Date Wanted: Requester: •.: ' 0.9pproved per applicable codes. M NTS: 0 Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 - 3670.. •roe "� - 1 -( .i-- ypeo ns.:.4..; Ire / s p I Date Called: te _ 1s Sp Instructions:.(ti„4,,►,,,4,7 . 11 �� C w' /I IvI e s T q17-3-7,9- Date Wanted: Requester: : 6-74, Phone •3 Approved per applicable codes. ,COMMENTS;' ❑ Corrections required prior to approval. it . (4 »ors... c.... / N. f1 LL S / ME" r.11a CA Yut; v t /L ti,R: N S. .S .J Inspector: Date: G tt, ❑ ' $30.00 REINSPECTION FEE REQUIRED.. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspectlon. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** 'DATE 4 93 PROJECT NAME c ADDRESS CONTACT PERSON ARCHITECT OR ENGINEER RECEIVED CITY OF TUK AIILA JUN 1 6 1993 PERMIT CENTER PHONE _c'iy-97 PERMIT NUMBER 7 3 -o/66. PLAN CHECK NUMBER TYPE OF REVISION: (If previously issued) SHEET NUMBERS) --0 //5-- /6, "Cloud" or highlight all ardas of revisions and date revisions. SUBMITTED TO: (56\0 BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -01 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR MDL III ETL LABS JOB # 727680 -01 APRIL 23, 1993. JON R..BURKS THE BOEING COMPANY.. DEVELOPMENTAL CENTER SEATTLE ``WASHINGTON: , APPROVAL • ScDPP• 71--/ 45 ,9 //•y Y..s cam/' .//i G. L I ti/ " c2 � : '4r/4'//L/ c// 7?1 v/t / &CIS /y',`C / / /t' /V /C Nr= f �• ',e -e //t/ c D ==eT •�--;i /c (:/ 4 i 77qC, . 1 �! )/t// IC C. PeA/ 7 -77c - ,�-�/O SvP.D412T 75-, / /99 / (/ / `/,T'"C.�' /-" /`v7 /'zr// /e- - ps u9.7"r7 Ps F ENGR,. CHECK A►R' A ►R 3/29 REV�SEO , DATE .. 8UEVAVO 55"//x 5, 11 • A '"/V ' 7 ?A) 77 7A/ 4n 14 DF#1 Ge.NSE G ° i -do C, EX7S 7 G x 2 7 ©,G, 2 x 4 D. 2 G 04" O G 1•c// 5�.� /��Grt/ " 4 HG,eS / O/4p0 -33 fF(ZFr)' = loath i2.Vp, LoA A Q =. r3ps. ( pr) I3' = 102 Ib /2 /y. /'� d t2 " l �rL 3�Psr S3 lb l� WrcF VeNT WP ,2?' ' . W t Q / s5 't = . 9111'1w iivoW L M'P = 25F5 1513: w yl ' _ S, / 2, l b// ni ` Tc22Ht W= Coy p3�// F-17 4.50 , -. /,7xtoGPsc' /4- g. 2 5 /N = 2 Q, /�v ¢ ~%le- Y ? X. Gi / DEng# 2 F ,qD frvG M, C, 12-# l b -rte. G5'39 CS /do/ f, ¢ (() r z (r- (5, • . /6 a -- (-6 sJ gal h7y49 / /4-so = Z7, 7 / > /o bC/ c ) 91 LPr 4' SC7 PS eT/ — L LL--) 2 1.27 7 1227 pS(` 2. St2- S/iy x ro 6 5'3 9 r6 —.��r ?,.5 '4 86.5 ".FS(; G /227..b*. ).S f 'c' a .� o4 -. w/ si/l,, iv HvZi- H/tr�fr�.�s EN6R. ` CHECK APR AIR •'REVISED;, DATE Jp /5 725: . 2 ?{ ¢ F, # Z 452-.7 M li. 2 2i " (9. G. 3Zo,7 3..F. it r L 5Z,7 4r Aar' 4 54.7 U✓ 3,? !_7) = 3? I /F-r- 7= 2 , 9/o2,5, SEGf (A✓T. 19ve Tgof g lb' INS ¢¢ /4" Iv /vl i1,M -Y = 9a 0/ 9 /b - /r✓ f /4/5 P�77 ory Z ¢ (✓t 'a/t/i' CS � VDIG C0 9 12'/Ft- (7,,.; 04 5I- ` „- z4,3 Z7,7 (tSoprr'ol , 3[22-77119 = /047/'sa ll70,¢71 2.90 /Is 11.c 7 /5-p5&' < /Del7es'. eg., V55 x f3 %, /..40///c--P, .717/s-r.r , pews -// 2 %.t.// f/ vz.t. a,•, = 506 ,P. ok,. ENGR. CHECK J, S/reKs 4/z 6 REVISED. DATE.: APR APR BO,E /,ISO I1, cnn., n•1. n 'sins ,n cIn•1 • moo" , tX H,9'7- /04/ X /SiG , /�--- 4,< /4 Gam".#/ PC-rT /rte @ E /$7 ' GL c x07 041` 3" ©.c. .■S 726 2 X ¢ D, 4 2 & 244 " o, G, 1.11_S//z4,177 Got? (;)3F -1.v `f Rc- jF�R�ivcr PCB /o Fo 17- 409 CO / /2- ll , (.7,.5— 14 • 7 ..z"/t/r / /MED/ ‘55°-,90/17 • A • - /2.9/ 7 c' (-1 1/-SE 2 x 5y O. F, 900. 3 x1.7 LpF Z. 2 fib -.w • • `a5-- se ‘ G /2.9/ a a& 14,i/' -5","1/ yvz sL ft///0 PActa v 53-c ENGR. J,fe /GS g /jT .- REVISED DATE CHECK APR: APR. • 2Z. c® 4,1V , UE /\4/i\/ G 7,9-c ors. 7� 7-,e//`IN .lo/STS 2 x yz F. 714 2 e Z ¢ " ©. C, 2034- 21,54- 33 tea° 3�,: -4G7 i# r6 1-7 ( / s9,N� /6- //t/ more r�,e' touv /s cotisc`-:r. oA%p DVV /-4 iPPGG 0.. 3y iivse o r/ ON ox 4- WOrV7 WWoh'k -ray Zxg CHECK APR APR m/s /3,0s7 1- 290 /3,r¢ /62/5- < /0.47 t• 00 c /O, /i2 X4/7 '// = /b /pr MSert� 2901' " 8 .7,e7/Km&-le mil© 14/ /2g f/f?k,"&6s Roof �ENCT�s�i -T /ON 20" Eic is? t/G 2x Ca MAKC 2>:G:5 CMG <v g/¢ 5Y /r /P•c7r,, nvv ' x . 2. F, Ar 2- F,e /9'/v1 //t/C7 W/ 2 X S -ro / /x' /%74--- . • f}S FOR- " X S.9" OPgi " /A/G, 2 7 v x 7 •C PAC�,e,?-Tro�v N X/5716* CMG x39 47 2I-oa O, G , @-' X*s7- �c./"G) x /fP.F, -/. 7Th' g X �o i F: ¥ / Fg:',4 .t /G 39610 r9. i4 24" if a4" rb c I.(t%t FS(. 1_v - - S/ o / a 6 tc /ols/a.c. = 13 . SS tv Sx ^ 2/.y�y3 (2i¢. LDP .- O 9 /AM- K =7... ¢gZ¢ f 93 K5 ;I /pr (1,,)2 1.9/7 /h -/its ENGR. J,, p(4j ' 4/93 REVISED CHECK DATE. AIR APR Oz .. w.nA•r ¢ -rte (9.0.0 (If S z Fb FbEi - 3 (iI1 ./-D !fib' 1\300 PSL EI s ( t - 49 /7 /6 /. /M3 /9/, /09/ Olc //O7 2,tia 6 mov/oG gc7 Gorse/ c7( 4 /4 ENGR;' CHECK APR A!R .. J.. BueKS 4/93; REVISED DATE frste,A'a'<,: DI 6007 2070 ()RIG: 8/73 J15.047 C/ '9 /Ty c2i 3,r / I ZJ �' , -' Z ' h w N Fb _ 13 00 Ps Pv 3S P's: Sk= Gym Q ` 1 '-'l2) 3T�Xr- c ?9s !y Got v . /a' 62-) 33 33016 PL- 05 P5 F S PSF) 7 `7 6o , �6�r. -rL *,c 39��G 33o rh ENDA, CHECK AIR • AIR .. T. 9ie/cc 4/93 ' REVISED DATE. 490E 7Ni Gs o /0,4 (2.367) (21 57z- 2a s— A g 3S E/ (33,s- (,?— of-,05,. /05- /b- /r✓ e 0 S 396 I b 350 / 2 (( /G. ,.C, r,. /4. 72 /4.7/.,-.7. 74 6 /b /7 7 D G LA.( /771 w = —70 -33 3 7l/ " Ib -S7�1/ 7_ 761-;5 837, 3 ,5 Is2.7s ds$•7S cost° PT C /a 7 S1 J ;goiee ' CHECK REVISED DATE AffiztErow DI 6007 2070 ORIG. 8/73 J15.047 C5 G�= / 8 ¢( (,7) '2 (L?" Pb /3 o0 p s i r! F6' ` ' 9 7 fb /v7. 70 PS( < 17, Pi - - 2 7 /2o 1/--//`) io 97 d �G 7(- 3 s, 1'158, -r ADD------, - 16' , 12/2 . (¢ -71:; LTG 3xi� �y�Tr ENGR; � g4i��•U. CHECK REVISED DATE AIR APR ni 5nn7 •in,■ nDir_ ano So" r7/74 . ' ex-Ht C/ST 4 rfc //4/5" --?7704/ p , 4 / P,'' - /,vG � 7 (1 }r' ..7 e -/G G7//0-7R4 770 Per- /1//// . G;itq-P." c (77 C2 x /4 2s Gaaet.vt — 33PSFZ2 /12441. l7� 16 4.0/9123 = .53 PS FO-Pr) 98 2 W 33 /1'4- 7t(2r - -7) /lZ = 5, S M1/24/ 114 174 v3. 30" t 1 0 /2E1/ 11 f V slfr g,z.(�3,6? SG°GF - tvr- 30.11. 444,x, 9 (V,6�� �s_I 7/ 732 M/74/= `79103 /N ENGR, J J3u 93 REVISED DATE. CHECK APR AIR 1 g42 ni tinnl ft., ft neIr_ APP 14WO7tf:rc /r: G. = 2 (7g, 2) = / 4h , 4 I ri / ,¢ S40 4- Pr e A s; .V c--r M //t/E /./orz /2 vtir-.fic. s .,*Z -5 77 7Y..1 S >3,s„ e.5;7S/rte7 > °lyt . • k13.c, FoI :; Qv T�g%.0 rs i SR Q /c79316) 2 S - 3/y l 'a0 l s. G ooA R C tv X2* / 260 /.40 2 eyed: Pen. --7f! /Z30 14 (:)3�'i 1/1" / / . /-/ fte24D X30 ,O @ c , ■,// / 16i//?J' c� 60 ri entb, j EN6R:. 4 /2s REVISED • DATE CHECK AIR • AIR 1 01 5007 2070 ORIG. 6/73 J15-047 PE- E /CM /A/ &69 , ,e,4 G //VG Fo, ,Y? 7'- /,4A/ /C L EX H' Vs-i' STAG Kam, vk/of5r c.4sE x/5i x 4 G 2' o C, �s EX,t/,4vs7' De/GT. Exs7-G 04 6 g ! o "o, c , n � M / /VE M ic- Fp Z .z'Cp•WP klp = , 5 er/4016 / 6, (, O6,3S4" r (310 o2 35) 192 "C, 2.83 liy,m ) p = 326 /4' / Fp 0,3 0,0)(o1?S) 32G /b = 74. 1 TE //A / //,V,2 Lo /ID 1,13(0,SNGi4Ps9 /.0 �... /4.S Ps • r7c7i* l4, Chi PsFCl6 y,. Ib .592_ /4. EN6R. CHECK APR APR -/.93 REVISED DATE to 46004E/A/O DI 5007 2070 ORIG. 6/73 5926 - ggslb .Sir/ 45° –/E //� "0. & l-1/! l\.l I2 D sY /- 7 - 1N /P 5 c(/Y Pvt-TiNi — '3 / SO lbs 3rg / ✓ ` . c 7 i 4 - > 3 3 s lL r . 0,� Qf &f,G f/ Gc /2co L8 > 635 !/- 6 Sig '(0 &,q v. sc ,eekv a -7-' V /aie Gor¢p = 42 G Ls' 3 0 /A. c:>/c. CO/r- / iv �Ib 838(1, 592 /b Set PG/a?' 'l1 ?3,5`'y 71-6`'4G 1,��'�< 6.43 855 lb -- /A/ 77-0 'Y 1(.,(0'1>< /4. x �b- �b : /�66364 s 414) Q, 0052= ft/F 85 8 « - /M(, 2S °i 'z /, 39G FS(' 0,005Z /NF 26 34 6 PS C 2¢ 000 ©K, VSE: L2x2):Vx If ENGR, CHECK Xalett,5 1/93 REVISED APR DATE APR BOE.1/VAW DI 5007 2070 ORIG. 6/73 J 1 B•047 vs //,G. 543 / 3U4-7.&- F 't? -1'" e e 2 S F 490 li5 /4-/C' (z) S°4--TX ev-Lev= 7- (49a = 9E30 11 9 .592. c? ,e. v• C-0) c • ,e/972-- ....... ?/G 0 jURIJBUGKLE:::: =.'_ ', j,ti liv �_GL'AI•IP-- NIHFSL6' iper e55//ggn -.2..:17.005.,4 • '013 . &4LV. W/RC 7- `�7tANO ATnnNv- 708... _.. NSUL'I.TIoH DRILL. e FoR s/g CO)( FYYWCXOO Z )<.4,( YSrG) ' DRILI.. 1(/16s fiat -6... Q7N,pli Fdt p Go /4'D o �r ob ENGR. CHECK APR APR.. nl ann7 7(17/1 /1121/1 4/77 REVISED; DATE J16.047 Z✓ S 2 f3 /5 w 3, v � 4, 53- ins ;.) . 3 vC ,x," ,9 = 125-5x,, o�� ,mss.' F, /1/ 6, /S r kvG. /7-?6 29YIQ ,as'f ,!) _ 4.53 (z x s) -� lc, 53 (3, 5)• /V, S /ni 3 4- 3, o f: = Z I,5- 3 -- S •.(j 1?/ 5z 3 r�- �� iu.7 /4. }' 3 , S" K 71 6 '' 5T - r= c oar' Borg DDS n -n,/ o L-r SPA-c./ -1—/-7/1- • ro 1/C/ 5. i) (25 t■t■' x, 7.5"( g(? 2 sF //2 ••, 52- PSi' Z.- /2-,5-6, ls (7o f°oR #3 o I's s� 13._ ° Z2, is /iN Imo„- .S.h`lS2 EN6R, CHECK 'AIR APR Qyk�f f/9,3 ..REVISED DATE 124 8OEZAV DI 5007 2070 ORIG. 6/73 J15.047 Perek'�`i�/�/G • B' ' C //1/G _5 4 :7,ate-- o,� &e:5 vG7 _.5/ 2 6 is 927 „ oG5s 43Jz 7 3 s- ") ,zS3 1b .= 2,5a /b/N W77 Pe-fi- /64,.r,2 46/F.7- IP R0P 10'b/2 /5/ Roc), PCr c7c/G -r G 2 „z_. /O 2 X ¢ povo, F' /e, G2x2K /4 EN6R; x 4- vec. s� 7; -6 25" - /7 -/v/ G-�7C7 .." 1/i /4/ vw w6" Pewee /;:: l rj (rb .3/3 ib > ./.67 /1'4 OK. CHECK 4 /rs REVISED` GATE AIR. APR ,. /3 o /'; /f5 . S ss /A/ 2 x d 7 7 W/7 /1.57 7!/i SL f b 4-0�-2). 2_5 F C3. 2- Fr (G Ib /,ter ! ?,vG�nr�. 2 x 4 , v,s7 BE 7? //vf=c7 ..c a Evr- ; cNec7 /. a Sec 1i164/% -- j G.c2AD Oh/ C, Usk T3.r EN6R; DATE:: CHECK APR ANZFEZAW Ifrt.n•l, €-7 1eM / /w /G f� �4G /Nc5 Fp = z .z C..p w p wP = 3(2,2_ I b /F7` = (C)' 3)0' PS) Fp -- O, Z2 5 ' M pp - G,8 /b /pT G p /A/-/-/e IIegZ-S 7 ,q /Vs v sE /) I REG7' /ok/S Co, E3 /1'4,7..-%(p 13 G �6 /6 6( /9 STEEL. At RCRAPT CABLE / /6 0 P'ur 2/oo lb > 15.9 lb TRAIL/5 VERsE X361 vr-�c prt p, 0,1/ PIR.ECT / ©M 13.6 - ? 7_ 43 !a G X0,3.2 c.y` Z`0O1b % :1 ? Ib P02-6.5 on./ ,20D . /3c, , (. 6 136 /s P -Atr/G cR, = / 5- ► 14 Gd 'Z PAA.crt oYV 6541 t- 1411/(e -1 136 1 S I peec,5- Mi P.00 7-C- s/ ovv EN6R. J /14c5 4l/5' REVISED DATE ' /4/02. CHECK AIR APR B'O,r/AVAG' DI 6007 2070 ORIG. 6/73 J15.047 Fate CC' o • 2- K .92 Y G Is /3g' <:• /S`I is 9960 iy- ,N o t . Prq-c7 6 /3,4, /3T /2/1 G0 /'GIPos77 5 i #4717 a Z ( //,e� X' 3, s' Su = Z / -S3 A/3 �6 .. n 0 1 �'~ `�' 4: Pse' C / SCo ?Ps"' ."•===z' 7 / a/1/ S7 C PGA -i_t 2/, C3 //v3 Z; 3 (3� /, 73- r z ). Ids 1 //v 96. 6 s- z 9s- Psi• ¢, ` ?o 3-6 5" ?a' L - - ENGR. CHECK :'APR . APR $642,k1 W72, 7 REYISED ., DATE ®O :TA /G ni eom RPM' „ R•n• S0 v7 ` 1N4t -1- P• / - FievM1 kAks (z) Dc/c r OPE A/GS /i/ 17 /N& Gr4P try' o V /, — L. c�F D L lea9i: /n/c„ .4 %, 2- P$/ Z7 3 Ps/. Jo is-7:r . P� h BE=Ms I00F 5L EN6R. CHECK 25 PS F-- G6 TDL LSO IG'F7? x s,S f=r 2 29e0" el \ -2 D 1 IB 12'∎ J, B.: is ///S e/4 . 4,// REVISED. DATE APR APR 522 AinfirEZAW DI 5007 2070 ORIG. 6/73. J16.017 �Zo ,7(1-2) f7PsR(l.o) • r• Po 143 F F Pz.o _ 80,a) 17 F(I(o) = /6, 3 F O -20 z, '•- ¢o'o Ce.. -OJ-7 Cec0�Cj c� 1,2 OOMPH = 17 Ps/ Z = �. O 1-11 i AG. F27iec£ c,9v..s .0Y s 7-S-M /C. = ZzCp\A40 VEC. 05/2'. IT Of 3 (// o) -75 (pp5p) /5 :5- /F W //L'D e ©7 /OA /. ECQ', l2- /o EHGR. J CHECK APR AIR' Rtelcs 4(17 REVISED . DATE 22 DI 6007 2070 OHIG. 6/73 ,J 10.047 P /k.,1/ /it/6 PG- 74 SG. p -' 7 !°-- 45- e'lf -O z P -Z %, = / /F7._ Pe5 /CM/ li t//7 its / e rs % tect9tc-C,DG reG G% GOA/ , vS /ivG I. 7f "y ©PC-7v`G co/v - V/17I/ V ,q,e ROOF L c7i1-p = 5 49 l' /F7- Gc7(VC2G—TE: WAGG - 67? /6��2C - - J = /04 /6 /fr w� =- /'i 5- %z 016,3 '1/FT�' fz 3 /4 /,ter Sg5' i4/Pi' t /©.f 1/ S, 8 3 —. 2 774, 3 46 - F-74 8 8 290 /6-i/1/ 'Z 5 44/F-7- S XZ 7 /6''N ,: t4 �292' Fb - 06,000J5c) -T,EY3x3x 3a_6 s = / /N • G r 53 Fb Fb -- L 1 -Y -¢ -- 0,GS< 1,3; oK 30) 3ho (3 O USE 3)< K 3r6.7 ENGR, J. {jagP 4i/7 REVISED DATE CHECK APR APR /7/2 Z.. V = �VP-r- /0 4 46VT7 S, 83 = Fi S c: / 6 /$5 (2) 3/g v0 1-11 -7/ ,W /4 IgPie, -- cz /z Z '/ /1/7,66- " ' >C 3 3 /''L G Y,?z 97S fro) — S S S O ib > 3 5c 7 ib - ©L RLGovv .� G( coos* 3G 3c5 - .7 2 16 m . C CONS7 C-7 -Ps 3 X 7,17d. � ,19,�!//1/� /'c-iv c, rYP1t�� 9tneJ ii 30x aPEN IIG7/ ,e 44' /// oc,v,s 6L 2B' !g0F EL. 2o--7 ENGR. CHECK APR APR J. Eger3 REVISED /l7 DATE AUZEIAllig 'f ni nnm on,n nan an z „e•o47 %lam 1/1/ /77 •/1). 3000 /6' 0 3 x .04 / /9/R Gov /T, es/ C� CAL c /,/ x.'9 N1' Nt •I: ►r 191_pn P L = BFSF (2 r-r)= 1.6 16 /F7- GG aSPS7 (2/ -) - 50. /b /!;r V /? tit/C. (,g -- . / 3 O /,o8 i(66 Ov k 120214P7 Ibyrr t/J✓ 5° f ' "33i _,_..._...5x/¢C 2 c" Tats 7- p, C, 3c7vo '6/2 _ • /, v /b Pee 3x 3x if WT; 9,2 IVF7- 3S -7 keT 3 ' Z x¢1,9 - 3o2,2pr c 1329.9Y x_ r,S- ENGR, its L4 REVISED DATE CHECK AIR APR /9�2, Cs= %.. / 62 CS =25,9 111A er • 0 5 /Fb 23, 9 < mss, �- / g¢ (73,9'z') 12-7Fr03,25-. (3 s„ i-b = /300 /,ry hl0G P-sc` LDF 1300P'S( 0,, F6' = 971, psc 11 -7,77t /b- /,' -75 , 2- Div? '77�psC.�, /Ca 9 ,?=sr' a • ADD (z.) y w g X/¢ To i s Ts To C n Z y CO /4-C) 7-o GG Co 3/49: ?< 39 L-O/11) p —E4. 5ES .g yr /l2 ern, %= i2 /hem( -Ft.= 117,77/(5)117 -mi 73, 7i /M 00 0 ..5 9 `s' < o,&, 4-P0 CO) K/¢ D, R # l 9y 27 I 1/ v -Fv 3 r /10 171- I5- 99� = 75-ps < 85 Psi' .. o /x, ENGR. J. gaeK, 4/Z/ REVISED DATE /.� /G l� V CHECK APR APR ni 5007 2070 ORIG. 6/73 .116.047 C 0 0 F 72 u/ /777/577/7t-e0 ; mac / //Y-A/ /C41 L/;(,/,7; •s —7/ S /I G srz Z,r i2 /, &1- �f7�c 6,6 Nose 7 wr Cio6s 70 co/4/m A 2- X ¢ s vPPo2 r (4 -p- S, /794, 5L c F 26P3(-. ,s-z, r + Pe, a F `c3 f 5r— / 6 isVtr tb ft-7 `l82( 9) I6 ENGR, kliti r 40, �� REVISED "DATE:- CHECK APR APR DI 5007 2070 ARI[:. R/7 % -F6 M _ !__-— &oo .w ? / 7 Ps-„.- o vs C- (2) % �� Y �r 4._ 4' fie ff- cl s 2. f , 53 ,,v 2 CP 5 F �Gpb16_ II,/ "2--/1.S3 3[73So�_ PS, L_ / .5 (-, 7/' I/ _ Z , 3 i ni 3 (F5� 1,75-t 21(s))'"-' 7s5 /cg /i %=0/.2 (,/?./r6 x- 6 tf/ ( o/t/ L4-% 0 yG �i ttCf a CHECK APR. APR 419117ATIAW A , , . • , . „ . ..1••••110111m1•0•070•...00.11.••••••••••■•■•01.0006.111000101.01•04 • • . BUNG LDG° J Lrf RV [MAES (= SEATTLE 21E4 II Li SETA _L BOEING DEVELOPMENTAL CENTER 3411 S. 120TH PLACE TUKWILA, WASHINGTON 98108 SEPARATE PERMIT RED FOR: MECHANICAL 0 ELECTRICAL 0 PLUMBING •GAS !PIPING CITY CV TUBA BUSX4140 DIVISION CITY OF TUKWILA APPROVED MA416 1,93 orkk 14i,/,_r 6 BL1. DI !VISION FILE COPY I understand that tho Plan Chock approval3 are subject to errors and omissions and approval of plins does not authorize the violation of any adopted code or Oftfilleate. Fisoolpt of contradoes copy afted plus • -aedeir Das Rent loico, I t_o !• VICINITY MAP AREA iv AP H LI rr-3- 1_ _14-01 I 0 -- KING COUNTY AIRPORT OFFICE CENTER (FAA) FROM DOWNTOWN SEATTLE •••■•41111.1■MINDOW•lad.10.04...111 11111•••■••110/..7811•111RIMIset. 3LDG. 21-01 ADNESS: 3417 SO. 120TH PLACE TUKWILA, WA. (EAST MARGI\ AL WAY CORPORATE PARK) GENERAL NOTES DRAWING INDEX CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. REVISIONS TO BE APPROVED BY CITY OF TUKWILA PRIOR TO PROCEEDING WITH PROPOSED REVISED WORK. 900 PROJECT SI TE PROJECT CHECKLIST 1..)1. A N r2; H 0 21-01--A0 21-01-Al 2 21- 01-1 A01 3 21-01-A450 1 4 21-01-A451 5 21-01-A110 6 21-01-2Al2 21-01-2M5 8 IEL TITLE SHEET SITE PLAN EXITING PLAN CONTROL AREAS MDL ill PARTIAL FLOOR PLAN SETA PARTIAL FLOOR PLAN BUILDING SECTION NORTH ATTIC PARTIAL FLOOR PLAN SOUTH ATTIC PARTIAL FLOOR PLAN 21-01-A160 9 ROOF PLAN - 21-01-A202 10 WALL SECTIONS DRAw1NC.; SHF.1.• NO. NO 21-01- 2S112 21 21-01-2S115 22 21-01-S162 23 21-01-S165 24 TI f t: ATTIC FRAMING PLAN ATTIC FRAMING PLAN ROOF FRAMING PLAN ROOF FRAMING PLAN 21-0I-A452 11 MDL III REFLECTED CEILING PLAN 21- 01- A453 12 1_- SETA REFLECTED CEILING PLAN 21-01-A352 13 DOOR/FINISH SCHEDULE, WALL TYPES CHECK BOX 99 121-03 \\' \\ - 1 \, ■ ■ . 1 , Dig BRIEF PROJECT NARRATIVE BoviNG ACCES RD II • •, •, I \ I \ • 1 1 ■ k \ ' \ i t \ \ \ 4 THIS TENANT IMPROVEMENT IS A LAB INFILL OF TWO SPACES ORIGINALLY CREATED UNDER TUKWILA PERMIT 6465 (REC'D 3/7/91). LAB USERS HAVE DECLARED IN WRITING THAT THEIR RESEARCH & DEVELOPMENT (NOT PRODUCTION) WORK WILL ENABLE THEM TO STAY WITHIN EXEMPT AMOUNTS OF HAZARDOUS, FLAMMABLE & COMBUSTIBLE MATERIALS. STORAGE OF THESE MATERIALS IN THESE LABS WILL BE KEPT TO MINIMUM AMOUNTS, WELL UNDER EXEMPT AMOUNTS SINCE BOEING IS CONSTRUCTING THE NEW 21-06 CHEMICAL MANAGEMENT AND STORAGE BUILDING DIRECTLY ADJACENT TO THIS PROJECTS BUILDING. 1 21-01- A45OR 14 CASEWORK REMOVAL FROM 21-03.2 21-01-A454 15 MDL HI CASEWORK PLAN 1 21-01-A455 , 16 SETA CASEWORK PLAN 21-01-A371 17 INTERIOR ELEVATIONS 21-01-A503 18 DETAILS 21-01-A504 19 LDETAILS 21-01-A505 20 DETAILS EXIT 157 --- 1 -- 157 1 \\\ III \ \ / 41,1 ( --') \ \ _._. __A, \ \ r r--------- L.:....-/ 1 - L ---- i 1 T1_ _ \\ \ \( ---- --- f fc__-__._Il 1 1 -1 ..' - ! ! [ 1- 1 --- -I \ \\ IL __. ' I 1 I t -1 \\ , N _......127..."-=:17=____1.1==:.:7=2.2.:.' NI THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. COLDF_ SU NAM AR Y in COMPLETE BUILDING FLOOR PLAN SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. • ENGINEERING CALCULATIONS ( IF APPLICABLE ) O ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33-A. IX] BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE- TACOMA AIRPORT 599 TUKWILA FROM KENT & AUBURN PROJECT SITE ■ NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1, GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS M 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS O 3. MECHANICAL, 2 COMPLETE SETS • 4. FIRE PROTECTION/SPRINKLERS, 2 COMPLETE SETS • NO SCALE DEVELOPMENTAL CENTER EAST MARGI DIAL WAY CORPORATE PARK REVISION APPROVE-0 REVISION APPROVED DATE AffirarlE/AW FACILITIES DEPARTMENT on.......r.porroawslows,•••••■ Mn•••••••••■•1101.21.111.451W.11111M1150711.1.11.1........161,10~INNININWLIERIDOMIM • •••■•••••••••••,■••••■•• Li AUBURN, WA. 98002 PI EVERETT, WA. 98201 L] KENT, WA. 98031 PORTLAND, OR. 97220 ri RENTON, WA. 98055 • SEATTLE, WA. 98124 ACCEPTAB1UTY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE LAND USE CODE CODE REFERENCES OCCUPANCY GROUP CONSTRUCTION TYPE LOCATION ON PROPERTY FLOOR AREA (ACTUAL) PROJECT AREA MDL III LAB SETA LAB BUILDING HEIGHT: STORIES: OCCUPANT LOAD: FIRE PROTECTIONS SEISMIC ZONE FIRE ZONE PARKING PROVIDED PARKING REQUIRED M-HP 1991 UI3C KING COUNTY/TUKWILA WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FEE CODE ADDITIONS PER CITY OF TUKWLLA 6-2 , NO CHANGE IN OCCUPANCY V 1HR SPRINKLER SEPARATION 90 FEET ------(3-SIDES) BUILDING FOOTPRINT 98,000 SF 3,489 SF 1,598 SF 26'-5 1/2" FLOOR TO PLATE 35 (MDL II LAB), 16 (ETA LAB) FULLY AUTOMATIC, WET PIPE THROUGHOUT 3 3 739 725 RECEIVED MAY 2 5 1993 TUKWILA PUBLIC WORKS fiecelyED ; IA.; ov 7.4'1993u' NOTE: MECHANICAL AND ELECTRICAL. PERMITS' ARE TO BE SUBMITTED SEPARATLY FROM THIS PACKAGE. DRAWN BY EDDIE P. DUARTE CHECKED T. HANSON ENGR. T. HANSON CNECXE0 DATE SUBTITLE 12-13-91 4-26-93 4-26-93 PERMfl Mien LAST REIASNY4 SYMEIGt S)4EET AO JOB NO. 72 7680 . _ .,. .- :---_,-,.... _____,_-_-_. .., „,3, , 1,....‘ ..,,•:-.* ”. I?, ' t, .., ••, , 4,-;`,.-.....7, C ,..;!..--it.,--:....,_-1,.. (..p. .,,t,",1,:;;• ... . • . . , IIIIIII 111111111111I11111111111 IIIIIIIIII 1111,11_ I 1.1-11-1 11 rrt IT .1111 : 111 I I Ikt1444111 .;/.4,441 0 10 THS INCH 1 2 Ifira 4 5 q'. 7 a 9 ...-f- ..,-..,-,.. i ; NOTE: 'if -ihe iicrailmed document is less clear than this ' ..,,- , ..-.!-. , , , ' i notice, it is due to the quality of the original document. '":..4,.. 0 e 6Z 8d L.Z...' 9? SZ Ve. ' CZ ZZ 12 03 61. St LI. 9t St fit Et Et 11 01, e 9 g .17 e z tviri0 ..„ 1111111111111111111111111111111111111111111111111111111111111111)11'1111111i111111011 - '''' . ,- :_....:. ' , :::. .,,,,,,,,,,,if, .,,:::-',;;;,:,: ‘,"' --',.(- ', t" '''''''' - ..;11,-";4,'.':''''Ve4/"5"":e?'f';:5-1-,2":;:;/;',1?"41',7'111.1' 1L''''111)"1114.1. 1Z1'111.1111 41! 1-. . ij ' 1 I 1! 1 I I 11141111 I 1 1 61111111,1111111111111111111111 111111111 1111111111111111111111111111111111111111111111111111111111111111111111 11111111 .11111I 111111111111111111111111 10 11 MAKIN"Ft"IY 12 APPROVED 611,1 APPROVED • • DWG NO. BLDG. 21-01 ••■••■••••■•■•••••■■•40.•••••••••■••■■■• • 21---01-A0 xl.ry•••■•4•61.1001■7.1.0110.10.1010011111.11Maj ow. .4.7.11...1••■•■•• S 87° 30' 37" E 726.40' W cD W Crw S. 120TH PL. p LEI Co N 89' 16' 15" 190.00' r..o. S 89' 16' 15" E 589.99' cp �___ 11111 I i N 111 I I I JjI . 43' BLDG. � � a5 PROPOSED WORK AREAS 27 -01 :D111111-1171-71 1 J SITE PLAN N 88' 11' 23" W 474.02' ? Q CD N EXISTING BUILDING 1" =100' -0" N 28' 00' 23" W 104.42' N 16' 59' 11" W 100.50' N 11' 16' 33" W 13.28' S. 124TH ST. 1 S1rN REVISION BY APPROVED DATE SYiJ REVISION BY 11 APPROVED DATE MIZEArAirdia FACILITIES DEPARTMENT • AUBURN, WA. 98002 [�EVVERETT, WA. 98201 ❑ KENT, WA. 98031 Cj PORTLAND, OR. 97220 ❑ REN TON, WA. 98055 • SEATTLE, WA. 98124 11I 'IIIIliIIIIIIIII(I�III,IIIIIIII IIIIIIIIiI 0 ,a :HS INCH 1 2 t , •iii- "` " +1' 111 r11-I 1 I I I 1 �1 I 111111 I 11 111 , ,.I 11 L 1111 I f 11111 .1,1 1,1 4, 4 5 6 7 NOTE: If the microfilmed document fa less clear than this notice, it is due to the quality of the ,Original document. ACCEPTABfUTY THIS DESIGN ANO /OR SPECIFICATION IS APPROVED APPROVED BY F ± 11111111111111111 I • rrr x 11111111111 111111111111 11 MJ DE IN OERMMY 124 e !. 9 5 +l £ Z I row 0 4 JJi ! i111,111I11111 H 1111 1111111111111111111I1111111I111 I11III !•111111 DRAWN BY E. DUARTE CHECKED T. HANSON SUBTITLE TITLE RECEIVED MAY251993 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA MAY 7 1993 PERMIT CENTER SYMBOLS . 51.00N IDENTIFICATION -- - .INDICATES DIRECTION OF CUTTING PLANE r LETTER INDICATES C A -3•-- SHEET SE . W HE < SECTION TION NO IS DRAW REN SHEET NO. WHERE SECTION IS TAKEN DETAIL_ IDENTIFICATION ^ NUMBER INDICATES � DETAIL SHEET NO. WHERE DETAIL IS DRAWN SHEET NO. WHERE DETAIL IS TAKEN 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 RIVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PAGE 36 IN. KING COUNTY, WASHINGTON: TOGEI HER 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 NORTHWEST QUARTER OF SAID SECTION 10; THENCE SOUTH 15' 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 8r 30' 37" WEST 726.40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE SOUTH 01' 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 PROPERTY 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING. ABBREVIATIONS AFF ABOVE FINISH FLOOR ACT ACOUSTIC TILE AB ANCHOR BOLT CT CERAMIC TILE CONC CONCRETE DIA DIAMETER EA EACH EL ELEVATION (GRADE) EQ EQUAL EXIST EXISTING FOS FACE OF STUD FEC FIRE EXTINGUISHER FE3 FLAT BAR GALV GALVANIZED GA GUAGE GL GLASS; GLAZING; GLAZED GLU -LAM GLUED LAMINATED BEAM GWB GYPSUM WALL BOARD HM HOLLOW METAL INSUL INSULATION; INSULATE LAB MIL NIC NTS PNT REF RCP RO SQ STL TYP N //C 0 LABORATORY METAL NOT IN CONTRACT NOT 1'O SCALE PAINT(ED) REFERENCE REFLECTED CEILING PLAN ROUGH OPENING SQUARE STEEL TYPICAL UNIFORM BUILDING CODE WITH AT FEET INCHES ROUND, DIAMETER LEGEND EARTHWORK GRAVEL CONCRETE /MASONRY CONCRETE ra ASPHALTIC CONCRETE GWB GLASS PLASTIC (GLASS METAL PrrA METAL --OMIT INDICATION AT SMALL SCALE SITE PLAN, A88REV AT$ONS & SYMBOLS BLDG.21 -O i ARCHITECTURAL MASTER f• CITY OF TUKWILA APPROVED. MAY .: 19.3 S BL1fL0I G $!VISION WOOD WOCOD. FRAMING, INTERRUPTED MEMBER 5WOOD FRAMING, THROUGH MEMBER ni PLYWOOD, THROUGH MISCEILANEOU5 RIGID INSULATION U$ 'CERAMIC TILE -OMIT INDICATION AT SMALL SCALE EXIT LIGHT O.P LAST REVISION 1,0Ie9OL SHEET -"Al 1 JOB NO. 2 7680 DWG N0. 21-- 01--A1 DATE 2 of 24 -.0109■101.111■101111111.101../INITO .i/41:111,01 ./10 CITY OF TUKWILA APPROVED fflIsi 1 1M4 1 IWIPIMINNOMMINNI011•1111.11MOLIMINVATEINIMMVIIIMMI•011119101•1014MOMM ri AUBURN, WA. 98002 • EVERETT, WA. 98201 4ff4CF4FZAW 1:1 KEN T, WA. 98031 FACILI TIES DEPARTMENT 1-1 PORTLAND, OR. 97220 • RENTON, WA. 98055 LE SEATTLE, WA. 98124 110111•121011.05.111/11001,:-.1011•11011 ACCEP ABIL1 m. DITTMAR THIS OE%Ota ANO/OR CHECKED SPEOFICA1014 iS APPROVED T. HANSON ' . - J YAiketigett4.40.);V4i?.. " '• • I 1 111111 1111111 111111 1 I 111 111111111111 Il 1 111111 I !Jill' 1 IT 14114f1 t I 11 I • ■ • 't , 4'. , 11111: 1.4." 4 11,14111111111111111111111111 - 11111 0 16 rms INCH j 2 /0e3 4 5 6 7 8 9 10 11 €n 12* NOTE: If the microfilmed document is Ices clear than this notice, it is due to the quality of the original document. • 0 e 6 GZ 9Z GZ 113 C CZ ZZ LZ OZ 6L at Z.1 91 St fit CL Zt LL 01. 6 8 1411,1111 ...••••■•■••*, ...*,411.0.••••■•••••••■••1.14..... ; 9 S C Hvi 111111,1jIllidtillic 11 I I !II Inn ilm id 0 LEGEND: XX DOOR SYMBOL XX ; DOOR TO BE REMOVED, SAVE 'i'OR REUSE 4 WALL TYPE L STAINLESS STEEL CORNER GUARD •EXST. A4501A202 A504 PREPREGGER _ ROOM RM #100 L. 191 - -9 7/8" 1061-7 1/4" 171-10 7/8" A4 501A50? 9' --4 7/8" -. Ilil 90'TPCAL r. irl EXST. i SPRAY BOOTH (EQUIPM#1 EN T) RM #106 ll;litii, IIII`1{ I'jI III WORK AREA RM J 121-0.1 450LA202 TYP. FLOOR TO ATTIC WALL 3' -0" I'L CURE BOOTH (EQUIPMENT) RM #107 LJ ITI-TT ; I {� ! HI U ._� lli-t 17' -10 7/8" A450[AS03 ���� b.. i . it ,I II . I +1 I; '� {� 11 SPRAY BOOTH (EQUIPMENT) #2 RM 109 ' I Ilii ' Hi (' iI I III 111.110.11.11M/f1"00.10.014111. 11.0.114.111011113/111142■10.! PI,IP eoxAamrx^rr1.0,M, sre,VERIMsrrOtt A450 A505 z EE a L() 19' -; 5 5/8" WORK EA 4 RM # #111 EXST. u) try N) A4 59A503 EPDXY MOW FLOOR EXST. CORRIDOR NERA�_,NOT : ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: A4501A202 TYP. F OOR TO ATTIC WALL EXST. A110 31-61 A450 A 2 A4501 A202 BUILDING EXTERIOR 1 COMMON AREA RM #103 OVEN ROOM LRM #102, C MMON AREA R!vi #103 �1 WORK AREA #2 RM N105 WORK AREAJ/3 1 RM #108 COATING PREP. ROOM RM #110 c w J cr w ..44..._...- _...�.1 450 A202 7, -0" EXST. CORRID0J 20'- -5 1/2" 18' -5" J,�, mil, 1._j REMOVE DOOR, FRAME AND WALL. (DASHED LINE). INFILL WALL, PATCH & PAINT TO MATCH EXISTING WALL CONSTRUCTION. SAVE DOORS At FRAMES FOR REUSE. ALSO PATCH CEILING OF LAB TO MATCH EXISTING LAB CONSTRUCTION WHERE WALLS ARE REMOVED. INSTALL STAINLESS STEEL CORNER GUARDS (TYPICAL WHERE SYMBOL OCCURS). INSTALL RECESSED FIRE EXTINGUISHER CABINET. INSTALL 3A-40B:C 6 LB. EXTINGUISHER INSIDE CABINET. HOSE CABINET AND CORRIDOR SIGN ABOVE TO REM/1N. EXTINGUISHER CABINET TO REMAIN. REMOVE PORTION OF EXISTING WALL FOR NEW DOOR INSTALLATION. PATCH WALL IN UTILITY ROOM TO MATCH ADJACENT WALL CONSTRUCTION. MAINTAIN WALL CONTROL JOINT. MOUNT SIGN ON DOOR TO READ: "ALARMED DOOR - EMERGENCY EXIT ONLY" MOUNT SIGN ON DOOR TO READ: "EMERGENCY EXIT DOOR - DO NOT BLOCK" HOLD OUTSIDE LAYER GWB UP OFF OF FLOOR 1/2 ". INSTALL CONTINUOUS CAULKING AT FLOOR WHERE GWB HAS BEEN HELD UP OFF FLOOR. INFILL FLOORING AT CORRIDOR SIDE VESTIBULE WITH VINYL COMPOSITION TILE TO MATCH CORRIDOR FLOORING. CITY OF TUKWILA APPROVED MAY BU LDI YG DIVISION G 1993 s ASBESTOS NOTIFICATION: A good faith survey of the work area hos been conducted and asbestos containing moteriol wos not discovered that would be involved in the construction of this project. Do not remove, domoge or disturb any osbestos material adjacent to the work oreo. Please concoct Boeing Facilities Deportment if asbestos contoining moteriol is domoged or discovered thot is required to be removed to support work. RECEIVED MAY 2 5 1993 PUBLIC WORKS RECEIVED CITY OF TUKWILA MAY 7 1993 PERMIT CENTER KEY PLAN iffirdeirAffta FACILITIES DEPARTMENT g /J .ir...1g.$ii",.4.. - �I,III�I�Illlllllllll jII11fI111I11lI111I11111 JLI�l�ItlLI_JI.t j ( III II I Irill ifif 0 16 THS INCH 1 [] AUBURN, WA. 98002 EVERETT, WA. 98201 KENT, WA. 98031 C.] PORTLAND, OR. 97220 C� RENTON, WA. 98055 SEATTLE, WA, 98124 W3 4 5 1 NQT: tf tt�e wicrofilmc'ci notice, it is due to the quality of II III 1 1`11 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 15 APPROVE() DRAWN BY EDDIE P. DUARTE APPROVED 5Y cHECKf.o T. HANSON ENGR. T. HANSON CHECKED SUBTITLE FLOOR PLAN LAST REVISION SYMBOL SHEET TITLE 4 -26 -93 ARCHITECTURAL MASTER ,:oe Pic. A450 4-V1-93 OW; NO. document is less clear than this the sriginal document. 06 6Z 8G LZ 9Z sz ii3 EZ zz l2 Oz 6l el LL 1 I II IIIILIIi1llllll�ll ! IIiillll!! �Ililllllilllll�IIIlI111illiill ►1111iCllithi414111IIll�li{! UI lllll�l !I!11 it 1 I M f -.. �., ... 4441111111111 ` I 9 l III! I II SL 1,:I Cl £l Zl 13 01, 6 8 I II II L I 1 �, llliill . IIIIiII. I l:l L>L III 10 II I111111111111111111111111 11. MADE IN Of.RMMIY 12 40 j 9 S C Z l WW (� 1 1111111! 1111111111IIIIII1111111i11111111IILIllll111111111111II) BL.()C. 21 -0'1.1 COL.. H - J /3--- 8 0.P 727680 21--- 01- A450 ..,„1..011, Q it '• I� t A4 51 A504 I EX ST. 1 a 0 LLJ J a W WORK AREA RM #112 21' - -10 5/8" CLEAR ACTIVE (11 111 111 1111 PARTICLE CLASSIFIER ROOM RM #114 INACTIVE �i. 2A , >A4 1IA202 '�TYP. FULL HT. WALL J 40A EXST` -" Ail FOAM DISPENSER ROOM -RM #1 -1; -- A451 A503 A4511 A503 r-- ,.,.00..•0•....r..... PARTIAL PLAN SCALE: 1/4" = 1' -•0" (iX) DOOR SYMBOL X; DOOR TO BE REMOVED, SAVE FOR REUSE WALL TYPE L STAINLESS STEEL CORNER GUARD . NERAL NOT S. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: na. _1100,. e.,....0. ..., 0...... INSTALL RECESSED FIRE EXTINGUISHER CABINET. INSTALL 3A-40B:C 6 LB. EXTINGUISHER INSIDE CABINET. !f� INSTALL SURFACE MOUNTED FIRE EXTINGUISHER CABINET. INSTALL 3A-403:C 6 LB. EXTINGUISHER INSIDE CABINET. REMOVE PORTION EXISITNG WALLS (DASHED LINE) AND EXISTING SINGLE DOOR, FRAME & HARDWARE. SAVE DOOR, FRAME AND HARDWARE FOR REUSE. r_-'. RELOCATE EXISTING FIRE HOSE CABINET. INSTALL FIRE HOSE SIGN ABOVE CABINET. INSTALL STAINLESS STEEL CORNER GUARDS (TYPICAL WHERE SYMBOL OCCURES). WALL EXPANSION JOINT TO REMAIN. 7�. MOUNT SIGN ON DOOR TO READ: "ALARMED DOOR - EMERGENCY EXIT ONLY" RECEIVED MAY 2 51993 YUKWiLA PUBLIC WORKS MOUNT SIGN ON DOOR TO READ: "EXIT DOOR - DO NOT BLOCK" MOUNT SIGN ON DOOR TO READ: "NOTICE -NOT AN EXIT" is CUT PORTION EXISTING CONCRETE SLAB FOR PLUMBING ACCESS. REPLACE CONCRETE Sc SMOOTH FLUSH TO EXISTING CONCRETE SURFACE. REMOVE PORTION OF THIS WALL FOR CONSTRUCTION ACCESS. REPLACE WALL TO EXISTING CONDITION AND PAINT TO MATCH ADJACENT WALL ONCE CONSTRUCTION IS FINISHED. CITY OF TUKWILA APPROVED t ►SAY ' 1993 9 A► *� .__ �Ufl_al `G t71VISION • ASBESTOS NOTIFICATION: A good faith survey of the work oreo hes been conducted and osbestos containing rnotorial was not discovered thot would be involved in the construction of this project. Do not remove, damage or disturb any asbestos moteriol adjacent to the work areo. Pleose conoct Boeing Facilities Deportment if asbestos containing moteriol is damaged or discovered thot is required to be removed to support work. RECEIVED CITY OF TUKWILA MAY t993 j; KEY PLAN CG) C) (K) PERMri CENTER APPROVED DATE REVISION s FACILITIES DEPARTMENT L; AUBURN, "WA. 98002 C� EVERETT, WA. 98201 Li KENT, WA. 98031 D'PORTLAND, OR. 97220 fl RENTON, WA. 98055 WA SEATTLE, WA. 9812 ACUPTABiiiTY MIS DESIGN AHD /OR SPECIFACAIiQN IS APPROVED APPROVED BY DAZE DRAWN 8Y EDDIE P. DUARTF„ CHECKED T. HANSON ENG . T. HANSON CHECKED APPROVED APPROV::O DATE 2 -27 -93 4 -26 -93 4 -26 -93 4 •'t, SV91ITtE LAST REVISION SYT OL SETA LAB - FLOOR PLAN TITLE DATM. 5 Or 24 ARCHITECTURAL MASTER BLDG. 21 -01.1 COL. K-- K.5/3 --- 5 0.P. 72.7680 21 *-- 01 -A451 IIIIIIIIIIIIIIIIIIIIIIII1!111 J!J.l. '3 06 6Z ee LZ 9Z .9Z hZ ' EZ ZZ 1IIIIIl1111IIIl1111 111111111111111111111111111 !111111111111111!1111111 i11aI111U1 ...,,.....1.:. :1111 X111= 111.'`L. �II,I f����, II II III II 11 ill I I I" 1j.. 414111'11 I 11.1, 14�1j111111111!1111111! I11111!111`111111II 10 11 MAD€ IN OERIW4Y 12 4 __5 _........._ -_ ._�..,:.�._ �.._.8 NOTE: I.f the microfilmed document is less clear than this notice, it is due to the quality of the priginal document, a 9l gl tin fl EL li N. 6 I 11111lll��tlll 1j1 Ill Ijl1l(�f.�111f� 11,111 i!!111111III10 1111111111 a s 47 e 0 11( 1111II1I! 1! II!! 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O AUBURN, WA. 98002 • EVERETT, WA. 98201 (� KENT, WA. 98031 CI PORTLAND, OR. 97220 ❑ REN TON, WA. 98055 SEATTLE, WA. 98124 0E3 6Z 8G 12 9Z SZ IIIIIII1IIII (iiI1111111111111I1liill►!!III 11111I1l1IIIIP, !WIRE dill] 6t 8l Ll 91 Sl bl EXISTING STRUCTURAL FLOOR SLAB RECEIVED CITY OF TUKWU. MAY 7 1333 PERMIT CENTER EXISTING CONSTRUCTION CITY OF TUKWILA APPROVED MAY `; , 1993 Br,rr otNG 1Si0N RECEIVED MAY251993 TuKwiLA PUBLIC WORKS CI Z1 It 01. 6 8 L �` 9 G F, Z l" (� 1111. l;� 1, 414IIl1111)II1i11111111►1llllf� 111.i�J IllylTHI11111111111111IIIIII111111IIII •IIIIIIIII 11111111111111 0: \21 -01\AI IO.Ov.t FAWNS 2/27/1993 7:48 A.J. .. .. D / APPROVED - .. DRAWN By EaDIE F. OU ART ... DATE 03 -03 -93 - .. M[Yr- -.-- lM.--YY.R+�Ma/.. SUBTITLE p V I L D I N /lrldYe' LAST REVISION SYlBl QAT E .. ACCEPTABILITY • THIS DESIGN AN SPEOFICATION IS G SEC I � N �- spiEET Al 4 ('� U 6 O' 24 CHECKED T. HANSON 4.26 -93 ENGR. TITLE .� �..._ B U ARCHITECTURAL MASTER f L D I ' 21 — i ! \..'` -- O.P. APPROVED BY DEPT. DATE CHECKED ? No. 727680 APPROlEO &A A--2.314 - ,• Dvec NO. 21- 01- --A110 AP VI emet Al CI Z1 It 01. 6 8 L �` 9 G F, Z l" (� 1111. l;� 1, 414IIl1111)II1i11111111►1llllf� 111.i�J IllylTHI11111111111111IIIIII111111IIII •IIIIIIIII 11111111111111 0: \21 -01\AI IO.Ov.t FAWNS 2/27/1993 7:48 A.J. • • •+mow sr.rseonrs.s.e.orare •••••••-.: U —1 —11 I. I II I 1 I it �jJ I j_� i ! I' 1L..1._ I r 1 III ,.- :,.,,.:,,mard wwwws -,.,oc ... r.. ., _ ▪ .�;;�: .a,z 7.77•07441•I. e,....s- -. >,..:..,.::•, I -ter1 , _, II EXISTING OFFI E SUSP'ENDED CEILING AND ACCES L t. O 'ALL. I =::: Arc- 1- art•o•nssosna.s..ci-aa.� • . . . . . . . BUILDING HIGH —BAY MECHANICAL ATTIC ONLY (NOT A MEZZININE!) .. MECHANICAL ATTIC ONLY (NOT A MEZZININE!) 1 • • • ......................... . . ... I MECHANICAL ATTIC ONLY (NOT A MEZZININE!) MECHANICAL ATTIC ONLY (NOT A MEZZ_ININE!) FLOOR PLAN SCALE: 1/8" = 1 I -0° C ^� LEGEND: .ra.srsrr•+.�,.aw GENERAL NOTES: CONSTRUCTION NOTES: .ra,ns.nu.w.. EXISTING 90 MIN. ROLL —UP OVERHEAD DOOR. USE THIS DOOR FOR ATTIC ACCESS FOR EQUIPMENT INSTALLATION. NO STORAGE ALLOWED IN ATTIC. EXISTING ATTIC DRAFT STOP. TEMPORARILY REMOVE SELF CLOSING DRAFT STOP DOOR AND PORTION OF DRAFT STOP WALL FOR LARGE EQUIPMENT INSTALLATION ACCESS. REPLACE DRAFT STOP WALL AND DOOR TO ORIGINAL_ CONDITION. DO NOT LEAVE OPEN. DOOR MUST BE FREE SWINGING AND SELF CLOSING AFTER REINSTALLATION. 2A 10 2A13 CITY OF TUKWILA APPROVED M A 61993 B1 L � IN DIVISION RECEIVED MAY251993 RECEIVED CITY OF TUKWILA MAY 7 t993 KEY PLAN TUKWILA PUBLIC WORKS PERMIT CENTER REVISION APPROVED REVISION BY APPROVED DATE FACILITIES DEPARTMENT ED AUBURN, f i EVERETT, I— KENT , ❑ PORTLAND, • RENTON, • SEATTLE, WA. 98002 WA. 98201 WA. 98031 OR. 97220 WA.. 98055 WA. 98124 ACCEPTABILITY' THIS DESIGN AND /OR SPENT (CATION 15 APPROVED APPROVED BY DRAM EJY EDDIE P. DUARTE CHECKED T. HANSON ENGR. T. 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Ll 91 51 h1 et Zt 11, 01, I;( IiuIull yl1ll III li I,Jl.IIIu ILIA JJ lIIjIII1111111IIIIi111il 727680 21- -01 --2Al2 {1 11II1I1111I11111 I 31111I111I111 I 1 I 11111 1111 9 ' 10 11 Wf)EINoERMAIn 12, t 0 : \21- 0t \2Al2,DWG fACILMES 3/26/199.3 9:09 A.M. .,M.,..OIR- 'YAMS LEGEND: • wrr._-rns.*•rrxarr+ar :vrf__i�ar�sv vnrv._s GENERAL NOTES: CONSTRUCTION NOTES: EXISTING ATTIC DRAFT STOP. TEMPORARILY REMOVE SELF CLOSING DRAFT STOP DOOR AND PORTION OF DRAFT STOP WALL FOR LARGE EQUIPMENT INSTALLATION ACCESS. REPLACE DRAFT STOP WALL AND DOOR TO ORIGINAL CONDITION. DO NOT LEAVE OPEN. DOOR MUST BE FREE SWINGING AND SELF CLOSING AFTER REINSTALLATION. EXISTING CONSTRUCTION NO WORK THIS AREA FLOOR PLAN SCALE: 1/8" = 1' -0" CITY OF TR V 1 A APPROVED MAY 6193 2M0 2A11 2M2 RECEIVED CIT YOF iZi A MAY 2 5 1993 MAY 7 t993 TUKWILA PERMIT CENTER KEY PLAN APPROVED APPROVED APACZEZAW FACILITIES DEPARTMENT L� AUBURN, WA. D EVERETT, WA. r1 KENT, WA. C� PORTLAND, OR, C� REN TON, WA. O SEATTLE, WA. 98002 98201 98031 97220 98055 98124 ACCEPTABILITY THIS DESIGN AND /OR S 'CIFlCATION IS APPROVED APPROI.10 BY DRAM BY EDDIE P. DUARTE CHECKED T. HANSO'I ENGR. DATE SUBTITLE 4- -21 -93 4- 26 - -93 ATTIC FLOOR PLAN LAST REVISION SYN.2OL SNEET CHECOED BUILD'NC 21 -01.2 727680 IIIIiIIIIIIIi�IIfIIIIiiI�1I11sl�h ~!I! � �:� ::::` 10 H�III�i�r�I�IIIjIjII I ( ' ill., ,,IIIIIIIII!lil.Ilj i �/1,I.1.I41 0 NCH 1 2 4e3 4 5 6 7 8 f NO.it : If the �ictoi=ll>a�ed docuQe>at is lass clear than this ° ARe r ARCHITECTURAL MASTER COL. G.5— L/5- -8 CORP. PARK notice, it is due to the quality of the original document. 0E 6E 84 4IIz 97, sz � zz OZ 61 BL �IIIIIIIIiIilllil (If�!II(111II11111iIlllfifilll !!!!!!!0111 11 II!d.l M 11 11lllll�l��U111 !I! ..,, -. .. .. . ..,.. .. s. ,� {:•,_._. !�V%1; .. :'. n! ,.. � it .r I' 1 Ii..4 111111111111111 1 l 111111111111i11111111 11! 9 't 10 11 wm.mmim 12, Gl 9L SL ht El ZL It p( 6 1 I i UPI JIj'11111∎1$41,1I!!II�1Ia lUIJIIII !1IIIIIiIIIIIIVIIII I!I II 1111!!1 �, , 9 g c z IL wW p I11Ih11 I I!1111T!! 11111111! Illi !111!n111111111!IIIIII!I1!I1lII 111 J I!I1 DV/0 NO. 21--- 01 -2A15 —-------- ..... ..o.. 0 \21- 01 \2A15.DWC FACILITIES 3/26/1993 12:36 P.M. IIM.iY.OIIt,..01 Y H (J) (F) 581 -0" G 5C3'_ 0" yd5 ii a 58' —O„ 01-0 PARTIAL PLAN 0 • 0 0 0 6 58.. -C,1 O 0 • 0 a O { 55' 0" — l,� - - -- - -. - -- — 15A El { 55° x 59" {DUCT OPENING 56 "0 STACK ---,� 12 1) EXHAUST DUCT -" 12111 EXHAUST DUCT L. 0 1 2"0 STACK O 14 "0 STACK 14"0 STACK 0 12 0 STACK O 14 "0 STACK O 14 "0 STACK O 12 "0 STACK 0 0 0 0 Ei N 1 _c5 LEGEND: GENERAL NOTES: ROOF FLASHING DETAILS ARE ON SHEET A504. CONSTRUCTION NOTES: PUGET SOUND VAINTI:NANCE (BOEING) TO PROVIDE AND INSTALL CURBS AND FLASHINGS FOR ROOF PENETRATIONS. COORDINATE WITH MECHANICAL AND STRUCTURAL DRAWINGS. VERIFY WITH MECHANICAL DRAWINGS. DF TUKWILA APPROVED MAY , 1'93 1-31.'- L.DI G DIVISION RECEIVED MAY 2 51993 TUKWILA, PUBLIC WORKS RECEIVED CITY OF TUKWILA MAY 7 1993 PERMIT CENTER REVISION A°PROIW AZEZAW FACILITIES DEPARTMENT Y CJ AUBURN, WA. 98002 (� EVERE T T, WA. 98201 C] KENT, WA, 98031 LI PORTLAND, OR. 97220 REN TON, WA. 98055 ▪ SEATTLE, WA. 98124 ACCEPTABILITY TMI$ DZSIGN AND /OR SPEC,fCA (ION IS APPROVED APPROVED BY ORAYON BY EDDIE R DUARTE CI+ECKED T. HANSON ENGR. T. HANSON CHECKED APPROVED GM APPROVE() GATE 3 -03 -93 4-26-93 4 -26 -93 SU8TITLE PARTIAL ROOF PLAN LAS!' REWSION SHEET BUILDING 21 -01 DIPS NO. ARCHITECTURAL MASTER COL. D- -L/1 -8 9 A160 24 '727680 21-- 01 —A160 0: \71- 0I \A160.ow FACILITIES 2/21/1993 10 :59 A.M. 111111II111111111111illllilil! Il lllli1111 !1111,1111.1.11111II(L' ' I Ir III III ,�IIt�iIN 1 iI� .Il iil. :t I fI1IC II 1 4'f E101II1 1 0 18 THS INCH 1 2 a '3 4 5 6 7 I 8 9 — 1 0€ 6Z 8Z LZ 9Z 5jjZ hZ ' CZ III lily!!! Illill�l! IIIIIIII!! 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WALL SECTION FLOOR NEW TO ATTIC PARTITIONS— TYPICAL A . SEE DETAILS THIS SHEET FOR CONSTRUCTION RECEIVED art OFTUKWiLA HAY 7 1993 i�AY2 PERMIT CENTER TUKWiLA PUBLIC NOTES. CITY OF TUKWILA APPROVED NA 1993 AS �,.. 61 i -D 1 : iV aN�'°" , > ' 5 1993 WORK 1 WALL SECTION EXTERIOR WALL C INTERIOR SCALE: 1 `2" 0 = 1'.-" A202 (J A450 K451 SCALE: .....- 1/2" _ 1, -0„ A202 A450 NOTE: EXISTING, THIS CONSTRUCTION IS AND IS THE ATTIC _ - == -- - --- ___ _- _ _ �__- -: = ��- - ---= �: =;; - - -i 11 ---- 3/4 PLYWOOD 1 LAYERS 5/8 TYPE 'X' GWB 4 X 14 JOIST C--2- / 42503 - -1 �� .,\ �.- __- - /�_ ____.._ � �/. __.______ _______. DIAGONAL LATERAL BRACE �,, ._- ::TPET%�� . r yr f 4 r irdi t ;_ j / ' :: •j ) / :1 -_ :• •. l 3A WALL II. DOUBLE 6" 20 GA, MTL JOIST HEADEfl 1•: WITH 3-5/8" 20 GA.. TRACT TOP �•• I•. / & BOTTOM :: / ' / ' - EXST. SUSP. CLG. -DO NOT DISTURB ` -_. •. ,.:\ ;�_ / -J.�`� � � A. i. LOOSE FILL INSULATION .--- _.�__ -. — _=----- - ---- -� __- _-- __�._.____,_.._ ____ -- :�- , -�� FLUSH TO TOP OF JOIST , 5/8" TYPE X 1 LAYERS / GWB OVER 9 GA. EXPANDED MTL.. , • :: : : - • :1: :1i / �` + �N ': . (-- -- � ��� • N - ,- :\T;::- ' �:. :1 '� :2-' �...: -- �._.i� r. _ ; • \� ,1202 CEILING 41-2" A.. A202 A5O3 - --?- -f A5 03 \,„ • �. 4' • •• ..• !_ ` �.._.._ METAL CORNER BEAD � 3/4" FIRE. RESISTANT TREATED PLYWOOD SCREWED \ TO JOISTS 1 LAYER 5/8" TYPE -X GWB \-- -..-- . - - - --- 6" 20 GA. MTL JOISTS 16" U.C. 6 UNFACED FIBERGLASS BATTS 2 LAYERS TYPE -X GWB TAPED, SANDED & PAINTED TO MATCH EXISTING CORRIDOR 2 LAYERS 5/8" TYPE -X GWB 1 LAYER 1/2 GWB \ 6" 20 GA. MTL JOISTS 16" O.C. 6 " UNF ACED F i BE R GLASS BATTS 1 LAYER 1/2" GWB i 2 LAYERS 5/8" TYPE -X GWB ; NOTE: BUILT -UP LAYERS FOR WALL ARE SO REUSED SOUN DOOR FRAME WILL FIT. �'_ _ - __ _ __' ___________ 16 CA. STL TRACK WALL SEC TI ON CORRIDOR WALL D b i - -- - - _ —.._ -- - ___...------ ..____... -_ - -- _-- _._________� A.C.T. -- _ _ .... -- - -- _ __ - -- i1 it NEW WALL WALL SECTiON -FULL HEIGHT INTERIOR PARTITIONS—TYPICAL B SCALE: 1/2" 1r-0,r A202 '2- A450 °K4 51 �� . SCALE: 1- 1/2, 1, ^0„ A202 A450 . 4 51 BY APPROVE() DATE REVISION APPROVED DATE I 0 AUBURN, WA. J V 00 _THIS 0 E VE R E T T, W A . 9 $ 2 01 FACILITIES DEPARTMENT �� KENT, WA. 98031 []r PORTLAND, OR. 97220 0 R E N TO N, WA. 98055 SEATTLE, WA ACC£PTABiLITY DESIGNAND /On SPECIFICATION IS AnPRO1.'ED DRAWN BY D. PRETA RE DATE i2 /8 90 SUBTITLE WALL SECTIONS & DETAILS LAST Rtvslcr sru�a DATE SW REMSION 9 ET A 0 2 1 0 24 or CHECKED T. H ANSON ENCR• 4• -25 -93 - _� nits— ARC�CURALa MASTER BLDG. 7� -251 ALL DC APPROVED BY DEPT. DATE (�iEC):Ea ,tee NO. 727680 .._... APPROVED -�--- 21 - -01 -A202' APPI�()v�� ., ,,� .. ,I of IIII III IIII11111III III 1IIIIIIII1II11III1IIIIII11 tl II 1 II 1 1 Ifffi I iII 1 11 Ii II ili(k. llti.a_ ili, 11111 1111 1 111.11, {4,1 0 16 THY ItICH 1 2 11.°44'.13 4 5 6 7 8 t 1 NOTE: If the microfilmed document is less clear than this , • notice, it is due to the quality of the original document Q£ 6Z 8L LZ 9Z GZ 17Z £Z ZIZ lZ OZ El et Ll 91 9L ti £t Z• LL ()1, 6i 8 4 f 9 5I +i £I Z t wv4 0 111116111116111111111/111111114111111111111111111 lli IK :1Ll1111.1 dill! 1011 I�. Vi1111lIl,ii n 11411 I I 1 Jii11111iI�! it i Iiiii it 1(111101 1111ii1111i11i11itlli ;Ili i illiii'� i 111111li 11111111 1111111111liil111111liiiiiiiii1 /1111111111111111111111 11r 1 414111111111111111111111Ii. ;11'11111111111111111 9 10 11 MADE IN GERMANY 12. 0 WORK AREA 104 0 LEGEND: CURE BOTH (EQUIPMENT) 1071 ti WORK ARE J4 110 PREPREGGER ROOM 100 kit. iRt'!t!T.KIq'!rit9. Y., .t*,*_ TkfMleTaSTI'tllLV�l!!`NI�M. 1' OVEN ROOM 102 SPRAY BOOTH (EQUIPMENT) #2 109 A280 A280 A503 0505 COATING PREP. ROOM 108 iI A280 A202 INDICATES BRACE TO STRUCTURE ABOVE. USG INTERIORS VSA-47 VERTICAL COMPRESSION STRUT LOCATION. E2] SUSPENDED CEILING LIGHT FIXTURE HEAVY DUTY SUSPENDED CEILING SYSTEM AT +10'-0" A.F.F. HVAC GRILL EXIT LIGHT WITH DIRECTIONAL ARROW SUSPENDED CEILING COMPRESSION STRUT FIRE SPRINKLER HEAD HVAC GRILL GENERAL NOTES: CONSTRUCTION NOTES: t l 3- - -5/8" 20 GA. MTL STUD BRACE TO STRUCTURE ABOVE. SEE DETAIL 2, SHEET A200. EXTEND CEILING GRID TO SPRAY BOOTH. r COMMON AREA 103 A 80 A202 COMMON AREA 103 A280 I A202 L-717-YPICAL A280 A503 TYPICAL @ WALLS A2801 A503 I 1 • `' i II -0-- (`r II I 1 1 CITY OF TUKWILA APPROVED MAY ► 1993 PARTIAL PLAN SCALE: 1/4" E3U1 IS ON KEY PLAN RECEIVED criy ©FETTJF ILA MAY 2 5 1993 MAY 7 1993 TUKWiLA PUBLIC WORKS PERMIT CENTER FACILITIES DEPARTMENT C1 AUBURN, WA. L., EVERETT, WA. E] KEN T, WA. E} PORTLAND, OR. E1 REN TON, vVA. SEATTLE, WA. 98002 98201 98031 97220 98055 98124 DRAM ©Y ACC£P1'ABLITY EOD E P. DUARTE THIL DESIGN ANO /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED T. HANSON ENDA. T. HANSON CHECKED DATE 2- 26- -93 4 -26 -93 4 -26 -93 SUBTITLE MDL SUSPENDED CEILING PLAN LAST REVISION SYUBOL DATE SNEET ARCHITECTURAL MASTER BLDG. 21- -01.1 COL, H-J/3---8 727580 OM No. 21-01—A452 1111111110111111111111111111111111111111111111 0 16 THS ?NCH 2 v,K1V3 1 , 111 11111 I I 1 I I ' L It 1 1 ' ,. I I I1111III i) (I,1. }il;` ° i 4 5 6 7 8 Witt: If the xicrof3•lned document is less clear than this notice, it is due to the quality of the priginai document. 0c 6z 8C Lz 9z sZ -17Z C zz tz OZ 66 81 Lt 91. 9t 111111111111Ii 111111I 11111lllI I1 !1 1 11 1III !I111111111111111 111111111 1 1 (I lIU LIU,A111!111 II111!JII li i 111111!14 s. �t et zt a 01, 6 s nimituijlitIRInviiiiiilill,igjialinNidit Sitij I 1111111111111111111111111111111111111111111 10 11' MALE IN GERMANY 124 11 9 G +� E 7, t Vi" Cj i11! 1111 /111111i11l 1111111111 011( 1111111111111111111111111111111 • NIMIIIMMII/6411100/1..0.1.110111•MINIIMMININII. ' " • .1.11■010110011111•4•41MOGIMIIIIIMIN.111111■11M, RE•ASION BY _ A45:4e202 TYPICAL @ WALLS APPROVED PARTIAL PLAN SCALE: 1 /4" r- 0" DAM S' REVISION A453 A505 BY !lief MIMS MOMS •\ APPROVED DATE •••■•■••••■•.I•••I.I■••■■••••••••.•••■+wl..w.'"•••*•,•••••• • ArdZEIZAW FACILITIES DEPARTMENT AUBURN, WA. rl EVERETT, WA. EIiKENT, WA. Li PORTLAND, OR. EJ RENTON, WA, SEATTLE, WA. 41.1•11.1%.2•10/.1000NORIIK 98002 98201 98031 97220 98055 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVE-XI DY DRAWN 8Y EDDIE P. DUARTE CHECKED T. HANSON DATE 2-27-93 ENOR. DEPT. DATE T. HANSON 0-0N6 4-26793 4-26-91 SUBTITLE 11.0.0111.11100.111114.11//11111 LEGEND: INDICATES BRACE TO STRUCTURE ABOVE. USG INTERIORS VSA-47 VERTICAL COMPRESSION STRUT LOCATION. SUSPENDED CEILING LIGHT FIXTURE HEAVY DUTY SUSPENDED CEILING SYSTEM AT +10'-0" A.F.F. 1 HVAC GRILL EXIT LIGHT WITH DIRECTIONAL ARROW SUSPENDED CEILING COMPRESSION STRUT SPRINKLER HEAD CONSTRUCTION NOTES: RECEIVED MAY 2 5 1993 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA MAY 71993 PERMIT CENTER KEY PLAN SETA SUSPENDED CEILING PLAN .•- •••••00.11110 41•IRMINIIMP LAST REVISION (.3) SYMBOL APPROVED 7itekl , • ....„ . . . ,; .../•••• • ■■•• • c, , _ • ••• ' ' • •••■• f 1111111111111111111111111 'I I 'JiI' I 0 16 THS INCH 2 1°1-3 4 5 6 7 8 10 • 11 1443" GERMAN/ 12. AP PR TITLE ARCHITECTURAL MASTER BLDG. 21-01.1 COL. K-K.5/3-5 D.0 SHEET A453 DATE 12 or 24 J08 NO. 727680 OWD NO. 21-01-A453 Notk: • If the microfilmed document is leer clear than this . notice, it is due to the quality of the original document, 06 6 3 L GI 171 CI1 Lit 6 13,, 19.10,101 1.11 G C 1v4b40 710.)■••■••■■•■••■....11*•■•••■■•■•••■■••■ Nnlymo■■•••••■■• ._ . jjf ,...r.- i I I 0 4 zarmAa...m.xsa.p..--mr.. - saw..., --,,,......romsocem. -.......".2 - ....-•+-agoa.x...c.O,Km--s. C) 110 ' i 11 }---.— le*".. -- —— iLev.,...,1.,x....-:..c,".,-N-,,,......taAs-r-x,a-rt,u,-•,x.....tr:_asr.=,.. .0.-sz,. -low..., ..,..,....c. -,,,crs -TE:IEE] 7 . • - • - - , - - - •• . Ill::: i. " 0 ..................L.,........= 1, . ::, AEI) o IS fe 0 0 1 ITH-1-11- , j _______ .__ ______ . __ _____ ______ _ , 0 • I' ------- - • - -. -- -- . ... . , .. . .. .• .. . , A45:4e202 TYPICAL @ WALLS APPROVED PARTIAL PLAN SCALE: 1 /4" r- 0" DAM S' REVISION A453 A505 BY !lief MIMS MOMS •\ APPROVED DATE •••■•■••••■•.I•••I.I■••■■••••••••.•••■+wl..w.'"•••*•,•••••• • ArdZEIZAW FACILITIES DEPARTMENT AUBURN, WA. rl EVERETT, WA. EIiKENT, WA. Li PORTLAND, OR. EJ RENTON, WA, SEATTLE, WA. 41.1•11.1%.2•10/.1000NORIIK 98002 98201 98031 97220 98055 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVE-XI DY DRAWN 8Y EDDIE P. DUARTE CHECKED T. HANSON DATE 2-27-93 ENOR. DEPT. DATE T. HANSON 0-0N6 4-26793 4-26-91 SUBTITLE 11.0.0111.11100.111114.11//11111 LEGEND: INDICATES BRACE TO STRUCTURE ABOVE. USG INTERIORS VSA-47 VERTICAL COMPRESSION STRUT LOCATION. SUSPENDED CEILING LIGHT FIXTURE HEAVY DUTY SUSPENDED CEILING SYSTEM AT +10'-0" A.F.F. 1 HVAC GRILL EXIT LIGHT WITH DIRECTIONAL ARROW SUSPENDED CEILING COMPRESSION STRUT SPRINKLER HEAD CONSTRUCTION NOTES: RECEIVED MAY 2 5 1993 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA MAY 71993 PERMIT CENTER KEY PLAN SETA SUSPENDED CEILING PLAN .•- •••••00.11110 41•IRMINIIMP LAST REVISION (.3) SYMBOL APPROVED 7itekl , • ....„ . . . ,; .../•••• • ■■•• • c, , _ • ••• ' ' • •••■• f 1111111111111111111111111 'I I 'JiI' I 0 16 THS INCH 2 1°1-3 4 5 6 7 8 10 • 11 1443" GERMAN/ 12. AP PR TITLE ARCHITECTURAL MASTER BLDG. 21-01.1 COL. K-K.5/3-5 D.0 SHEET A453 DATE 12 or 24 J08 NO. 727680 OWD NO. 21-01-A453 Notk: • If the microfilmed document is leer clear than this . notice, it is due to the quality of the original document, 06 6 3 L GI 171 CI1 Lit 6 13,, 19.10,101 1.11 G C 1v4b40 710.)■••■••■■•■••■....11*•■•••■■•■•••■■••■ Nnlymo■■•••••■■• r DOOR SCHEDULE OPENING 9ZE (WxI4 DOM TYPE 6-0 x 7 -0 I A KM. .PP 6 -0 x 7 -O PR ! B ASSE11BLY RATING REO'U DETAIL HD�it I4EAD JAMB SYLL GROU! !- 5/A505 .5/A505 910 I F'P1NONE NONE 1/A505 i /A505 ,i /A505; 2 REMARKS DOOR TYPES MOUNTING CUP (TYPICAL AT SOUND 000R) 6TA�AF 1T - -! PREP 000RS/FRAU£ fOR HAR�WARE- - 1 EXST STOO(EL JCiAX1 RI DOORS/FRAME _� -- INFILL TOP HOLE W-j INSUL & PATCH - -.._ -- RATING NOT REQ . 0 BY COOS, -ONLY FUTURE REUSE - 03 — 6••0 x 7 -0 PR r . -C .� - H U _.�_ fF.._. —mkt REMOVE AN9 SEND TO ALONG WALL TYPE SCHEDULE - DESCRIPTION PARTIAL PLAN VIEWS r 04 6 A x 7 0 PR B ;f10 PP NONE 1 HR 1/k505 ' /A505 3/A505 + 3 EXST STOCKED DC004 PR OOORS/FRA4E -4- •l _ . -- I � INf1LL HOLES W/ INSTIL i PATClI 05_ _... 1.. t 6-0 x 7. 0 PR 8 940 PP NONE _._._1 _ _ H . R ..__.__._ ._1./ A„5 t/A505 10/k505 ` - N E W _ FAIR SOUND OC10RS 1i s+cw DN sauND oaoRs /I-! /; . i �_ -_ 4 \ -- PAINT 1MNDOW FRAME 000R rRAME i COLOR DOORS i0 HAVE INTEGRAL AUTO DOOR BOTTOM -__3 -0 X 7 0 E_ _ H1d -r i Pf' �1I4 • TEMP NONE l 8/A505 8/A505� 6/A505 8 PREP ( f2S/TRAME FOR HARDWARE 07 i 3 -0 x 7 -0 F SND - PP NONE 1 HR ? A505 f 7/A505 } 3/A505 4 EXST STOCKED 00011 _DOOR AUE - - - -- - - - -' j ; I !NFILI ALL HOLE: lV/ INr” ^`•� - -� r 48 3 -0 x 7 -0 C ! H.M. EP NONE ' EXST. 3/4 H - -- ._ REMOVE AND SEND TO ACING 3 -0 x 7-0 .4 10 3 0 x 7 -0 F r- SN0 PP NONE 1 HR 7/A505 7/A505 3/A505 NOT AN EXIT - NO WC1RK 4 EXST STOCKED DC011 000R/FRAUE INFRA. ALL HOLES W/ iNSUL & PATCH 11 6 -0 x 7 -0 PR , A H.M. PP 1/4'rEMP, NONE 5/A5O5 ! 5/A505 ? 8/A505 -6 PREP 6604sAkAME rut HARDWA- -k MOUNT 000R STOP FOR 90 DEG. OPENING - 12 .--6----5--; / 0 r'4 A H M._ PP I1 /TEMP NONE F.-5/A- 50` ' 5/A505 8/A505 f 13 1 6 -0 x 7 -0 Fri 3 -0 x 7 -0 B - SND ▪ PP 1_ _N H.M. FP 6 PREP 000145/lRAME_FOR HARDWARE MOUNT DOOR STOP on 90 DEG OPENING E _ I HR . 7/A505 7%A505 i 3/A505 ± _ 4 EXST STOCKED OCU0 - 5 O v DOR JE INFILL ALL HCLFS W/ INSUL & F 1TCH NONE - - -- - - -- i_ t- A 35505 NOTE: PUSH SiDE SIK1WN A PAIR FLUSH W/ 1/2 GLASS B PAIR STC 49 DOORS i \\ i C PAIR H.M. DOORS D NOT USED 6' 24' 6' 1,4 FULL HEIGHT -- EXiST. EXTERIOR WALL. EXTERIOR 2A FLOOR TO ATTIC — STANDARD WALL a 6" c v 4 5/8" -�-ri` EXIST. CONC. TILT-UP PANEL ll PIONWOOPIIIANTS J 4 7/8" 2B TO +10' -6" AFF - STANDARD WALL CiiOR FINISH _ _ DOOR C0WSTR _ PP FACTORY PRIMED SIEEL/PA/NT ' SND ' INSULATED SOUND DOOR 16 GA. STEEL -- EP LASTING PAINT HM. j HOLLOW METAL E SINGLE H.M. DOOR r SINGLE STC 49 DOOR HARDWARE GROUPS HARDWARE GROUP /1 HINGE EXTENSION FLUSH BOLTS COORDINATOR_ KICKPLATES ASTRAGAL CLOSERS LOCKSEt DOOR 9LENCERS HARDWARE CROUP 6 EA HINGES 2 EA FOOT BOLT_ T 1 EA BOLT _ i EA COORO NATOR 1 EA LOCKSET ? -EA KIO PLATES aosER 2 EA Z MOUNTIN4 BRAC(E1 EA iHRESHOLD H3. BLARE GROUP /3 1 EA_ HINGES EA FOOT BOLT— 1 1 EA CHAIN BOLT 1 EA IOCKSE i _ -- 2 F.A COORDINATOR{ 2 EA I EA ao5ER 1 EA THRESHOLD I EA- Z MOUNTING QRACRET I EA PADLOCKING DEADBOLT DOORS: /01 CLARK 1 882-233 STANLEY F138179 412 X 412 NRP 260 CLARK >F 801 -936 IVES 458 8260 CLARK 1 721 -399 BUILDERS BRASS WORKS 9303 CLARK / 859 -322 QUALITY_ 48 10X34 05320 CLARK / 934 -653 PEUKO 355CS- INSTALL ON INACTIVE DOOR NORTON 75008f -ACTIVE DOOR ONLY CLARK / 633 -859 YALE AU54071 CLARK / 801 -092 IVES / 20 DOOR SILENCERS 000RS: 502 I'JCKPLATES FaieRVARE GROUP 14 1 EA HINGES I EA FLOOR STOP 2 EA EXIT DEVICE 1 EA Z ►AOUNTINC - BRACKET _1 IEA- CLOSER 1 EA KICKPLATE . -1 EA PADL0O(fNG OEA060LT t EEA THRES140L0 -- .__.__..._.. 1 f EA., SMOKE. SEALS ....... EXISTING 5 x 4 -1 2 BALL BEARING HINGES IN STOCK AT kiDL STORAGE CLARK 4 841-114 NATIONAL V830 6 CLARK / @41 -106 NATIONAL V820 6 CLARK / 721 -399 BUILDERS BRASS KIRKS 9303 CLARK 1 633••859 YALE AU54071 WT3 -3/4' BACKSET CLARK / 859 -322 QUAUTY 48 10X34 US320 NORTON 75o013F -Ac1 DOOR ONLY KRIEGER STEEL 7 MOUNTING BRACKETS FOR FOOT BOLT & DOOR CLOSER INSTALLATION PEUKO 154A SMOOTH THRESHOLD 5' x 6' LENGTH DOORS: /04 EXISTING 5" x 4 -1/2" BALI. BEARING HINGES IN STOCK AT TAX STORAGE CLARK / 841 -114 NATIONAL V830 6 CLARK 1 841 -106 NATIONAL V870 6 CLARK / 895 -649 Vary OUPR!N 9927E0 05260 HAROWARE GROUP 45 6 EA HINGES 1 EA FOOT 8011 1 EA CHAIN BOLT i EA SECURITY LOCKSET t EA COORDINATOR 2 EA KICKPI.ATES 2 EA CLOSER 3 EA Z MOUNTING BRACKET 1 EA PADLOCKING DEADBOIT 2 EA FLOOR STOP 2 f_A SAC SPIN DIAL COMBO LOCK SkIOKE SEALS HARDWARE CROUP 16 6 EA HINGE 2 EA 1 EA 1 EA i T 2 EA 1 EA 1 EA 2 EA 2 EA DOORS: /05 EASING-7717/2" BALL BEARING HINGES IN STOCK AT MDL STORAGE CLARK / 841 -114 NATIONAL V830 6 CLARK 9 841-106 NATIONAL V8206 CLARK 9 855 -056 OINILOCK OM250TL -M MORTISE STYLE LEVER HANDLES CLARK / 721 -399 BUILDERS BRASS Wl(S 9303 CLARK / 859-322 QUALITY 48 10X34 US320 NORTON 75008E _ - - -- — -- ._.._.__ _------- - - - - -- - - - - -- - _ -- - - -._ __.. -- - - - -- -- - - -_ ___. ____-_--------------- __._.------- _____- -- _.--- _ - - - - -_ __. KRIEGER STEEL 2 MOUNTING BRACKETS CLARK 9 580 -290 S&G SU181 X 14 -CM Y DURING CONSTRUCTION, WA1L BE REMOVED PRIOR TO OCCUPANCY CLARK 9 801 -621 IVES 442826DXUS US260 S&G 8471 SHP WITH 11 STRIKE & HAROPLATE (SURFACE MT. CLARK / 934 -281 PEUKO S880 20 FT SELF- ADHESIVE SEAL DOORS: pi, 12 CLARK 1 882 -233 STANLEY F86179 412 X 412 NRP 260 CLARK 9.859 -322 QUALITY 48 10X34 (15320 NORTON ?NYJBF -ACRVt DOOR ONLY KICKPL A TES CLOSERS I.00(SE DOOR SILENCERS EXTENSION FLUSH BOLTS ASTRAGAL SMOKE SEALS DOOR BOTTOM DO0R STOP CLARK / 633 -859 YALE AU5407L _.._.- ---- _._..- .___---- - - - - -- - - --- -----------.__..... --- CLARK / 801 -092 IVES / 20 DOOR SILENCERS CLARK 9 801 -936 IVES 458 8260 CLARK 9 934 -653 PEMKO 355CS- INSTALL ON INACTIVE DOOR CLARK 9 934 -281 PEMKO 5880 20 FT SELF - ADHESIVE SEAL CLARK 1 934 -638 FEMKO 412CR 36' AUTO SURFACE DOOR BOTTOM ALUMINUM CLYNN- JOHNSON GJ3d4 SURFACE MOUNTED OVERHEAD DOOR STOP CLARK / 721 -399 BUILDERS BRASS WORKS 9303 _!LARK / 859 -322 OUALITY 48 10X34 U5320 NORTON 75008E PF.L:KO 154A 9400TH THRESHOLD 56 -WOE x 6rLENGTH KRIEGER STEEL Z UO'JNTiNC BRACKETS CLARK / 580 -290 S&G 94181 5; 14 -ONLY DURING CONSTRUCTION, WLL BE REUOVE0 PRIOR TO OCCUPANCY HARDWARE CROUP 97 DOORS: 07, 10 EXISTING 5 x 4 -1 /2r BALL 6CARING HINGES IN STOCK AT MDL STORAGE CLARK / 801 -621 IVES 4428260XA1S US260 CLARK / 896 -290 VON _OUPRIN 99NL -F 0S26D 36 INCH _ KRIEGER STEEL Z MOUN11NG BRACKETS FOR DOOR CLOSER & STRRIKE INSTALLATION NORTON 75006E CLARK 1-859---322 322 QUALITY 48 10X34 05320 CLARK / 580 -290 S&G SM181 X 14 -ONLY DURING CONSTRUCTION, %M BE REMOVED PRIOR TO OCCUPANCY ( PEOXO 154A SMOOTH THRESHOL0.5 2 3 ^LENGTH CLARK j 934 -281 PEMKU 58&3 20 FT SELF- ADHESIVE SE1'i. 6 EA i EA 1 Ek i EA 1 EA 2 EA 2 EA 3 EA 1 EA 2 EA 1 EA 1 EA 1 EA HINGES FOOT BOLT CHAIN BOLT ._.._- _._...__._._ SAG EXIT DEVICE & SPIN DIAL COORDINATOR KICKPLATES CLOSER Z MOUNTING BRACKET PADLOCKING DEAOBOLT FLOOR STOP CYPHER CONTROL SMOKE SEALS THRESHOLD HARDWARE GROUP 988 .3 EA PAIGE _1 EA__ KICKPLATE_ - -, -- 1 EA CLOSERS 1 EA LOCKSET 1 cE T 2 kA DOOR SILENCERS FLOOR DOORS: 513 EASING 5 x 4 -1/2" BALL BEARING HINGES IN STOCK AT MIX STORAGE CLARK 9 841-114 NATIONAL V830 6 CLARK 9 841 -106 NATIONAL V820 6 CLARK / 581 -967 S&L 8470 -2 (ELECTRIC) HIGH SECURITY EXiT DEVCE SYSTEM CLARK 9 721 -399 BUILDERS MASS WORKS 9303 CLARK / 859 -322 QUALITY 48 10X34 US320 NORTON 75008F KRIEGER STEEL Z MOUNTING BRACKETS CLARK 1 580 -290 S&G 5M181 X 1.4 -ONLY DUR!NC CONSTRUCTION, WILL BE REUOVEO PRIOR TO OCCUPANCY CLARK 9 801 -621 IV£S 4428260X4S 05260 CLARK 9 735-076 .CONTINENTAL INSTRUMENTS MODEL S WITH A15 OPTION -- - - - CLARK / 934 -281 PEMKO 5880 20 FT SELF - ADHESIVE SEAL __ -_ -- PEUKO 154A SMOOTH THRESHOLD 5' WOE x 6" LENGTH DOORS: 106 CLARK 9 882 -233 STANLEY F68179 412 X 412 NRP 260 - - _____. CLARK 9 859 -322 O(JAUTY 48 10X34 US320 NORION 75008E -ACTiT 000R ONLY - CLARK 9 633 -850 YALE AU5407L CLARK 9 801 -092 IVES 9 20 DOOR SILENCERS _______ CLARK HO1- 621 -IVES 44`282b0xu5 05260 _______---- --- --- ._--- _ -• -- -- - -- FINISH SCHEDULE IL _ ROOM 1 . ROOM NAME FLOOR FINISH FLOOR COLOR WALL FINISH ALL 9DES CEILING COMMENTS MATERIAL FRSH HEIGHT _ 100-__ 101 __ q _,__ 103 _ 104__ _165_ PREPRECGf:R To__ NOT USED - OVEN ROOM __-._ _. COMMON AREA WORK, AREA p ,. -.___ wow 4R£i+ _._-_.._ft..._._.._.. _ (POLY - EXST CONC EPDXY„__ EPDXY _EPDXY EPDXY ._, 1_ - _1 -_ -,_ i 1 PNT1_ - _PNT2_ PNT1 PNT1 _PNTI _EXISTING - .._-EXISTING. ACT ACT ACT - PNT! - f=PaT2_ FACTORY FACTORY FACTORY +15',0't - +157-0'± +10' -0't +10' -0 "t FINISH MUD & TAPE EXISflNC FIRE TAPED CtM3 CEILING FIF4!$H MUD &TAPE EXISANC FIRE TAP1'D GWB CEILING _ -__ _ _ - - - -- - -• - - -_ . - - -- -- ....- - -- -.. _. __ ... -- - - - - - - -- - -- - •- -- - - -_ _ —_ 1 106 SPRAY BOOTH . - -_ EXST COLIC _ -_ - _ EXISTING - -__- - - t07 CURE 0001H EXST CONC- - _•PNT1 EXISTING - - 108 . 'AIORK AREA J3____....__. EPDXY __. _ PNT1_ -EXISTING FACTORY +10' -0 "t - _109.._ SPRAY BOOTH _-_.__ E %ST C6i4C - PNT1 EXISTING - - 110 COATR G PREPARAiiON EPDXY 1 PttIITI EXISTING ._ ?NTT_ _ +15' -0't FINISH MUD 14 TAPE EXISTING FIRE TAPED ON CEILING _.111 AREA _EPDXY - 1 _ PLATT ACT- ...fAGTCRY f10'�Ot_- - - -- - _ -- .... -_.____ - •_ 112 j5 EPDXY 2 ,-PNTt-. ACT _ FACTORY_ ±10' -0't- _113__. FOAM DISPENSER - EPDXY' 2 PNTi EX /SUNG •_ PNTI +15' -0'± SINK MUD.! TAPE EXISTI C FIRE TAPED G149 CEILING -- -. . -- _114 PARTiCL.E (US9FIER EPDXY- 2 a PNT1 E)USTING PNrI i15 -O't AIN!94 MUD & TAPE E)OSUNC EIRE TAPED GWB CEILING ___- _--- ..._._ __. ___ ____ -_ - - -_ FLOOR COLORS: 1 WITE EPDXY BASE_Wf3 COLOR GRIT &CLR TOP COAT TN SCHEME ,A ToCO,V_, ILIAC SCHEME 1114-11TE EPDXY „BAS£ t1/3 COLOR _cRii & CLEAR p_ _REFER T7 FACILITIES ORDER FOR MIX DIRECTIONS & PROPORTIONS PAINT SYSTEMS PNT1 PREW TIVE RVA PAINT ACTING LX ATE ENAMEL- -BOE!NG STANDARD, BOC1 COLOR -_- PNT2 PRESERVATiVE PAINT INDUSTRIAL ACR"UC LATEX ENAMEL PRIMER AND TOP COAT, BOG) COLOR- .__._____._ GENERAL NOTES: 1. WAIL ___ INTERSECTIONS ____ -TO RECEIVE 4' H BLACK Rt181?ER•BAS. __ - 2. DOOR FRAMES TO BE PAINTED BLACK TO MATCH DJACENT LABS __ ___-____ __-__ .____- _-.._____.____ ;4 _ ____ ____...__ 3 000RS TO 8E PAINTED WAU. COLOR, BOC1. 4. ALL.EXPOSEO CO QUIT, 1ECTRICAL PANELS AND JUNCilON10UTLET(SXIiT 4 BOXES TO MATCH WALL COL.QR,- .- __.______._ 5. AL PENETRATIONS THR GH ATiI A.° 2 H R A ARATI�N WA ANO CORR1 WA MU 7 ti Fv K-6 :OM °11 2C PATCH OPENING TO MATCH EXIST. — STANDARD WALL �.- 3 5/8'' 20 GA. MTL. STUDS @ 16" O.C. 3 1/2" BATT INSULATION 5/8" TYPE -X GWB -- 5/8" TYPE -X GWB EACH SIDE --- 3 5/8" 20 GA. MTL STUD 16" O.C. NOTE 1: THIS DETAIL CONFORMS TO UL DESIGN NO. U465 1992 EDITION FIRE RESISTANCE DIRECTORY VOL. 1 NOTE 2: ATTIC IS APPROXIMATELY 4-15' AFF TYPICAL. 6A - STC 40 SECURE FLOOR TO ATTIC -- DESCRIPTION 6 1/8" 3 1/2" BATT INSULATION - 3 5/8" 20 GA. MR STUD C� 16" 0.C. DOUBLE LAYER 5/8" TYPE - -X GWB @ EACH SIDE - STAGGER JOINTS 7A - STC 40 FLOOR TO ROOF — EXIST. WALL (2 HR) 8 1/2' DOUBLE LAYER 5/8" TYPE--X GWB --- - -- 5/8" TYPE -X GWB OVER 9 GA. EXP. MTL. OVER EXIST. EXIST. 2 HR. WALL 3A - STC 40 FLOOR TO ATTIC -- INCREASE STC TO EXIST. WALL LAB -- 2 ADDITIONAL 5/8" TYPE -X GWB LAYERS STAGGER HORIZ. & VERT. GWB JOINTS. CORRIDOR EXIST. TYPE 02 WALL 8A - STC 40 SECURE FLOOR TO ATTIC — LAB 1 LAYER 5/8" TYPE --X GWB OVER 9 GA. EXP. MTL. - 3 1/2" BATT INSULATION -- 3 5/8" 20 GA. MTL STUDS Q16 "0.C. CORRIDOR --- 2 LAYER 5/8" TYPE -X GWB NOTE: THIS DETAIL EXCEEDS UL DESIGN NO. 0465 4A STC 40 FLOOR TO ATTIC — 4B - STC 40 FLOOR TO +10'-6" AFF LAB 5 i /3" �- -- 3 1/2" BATT INSULATION 3 5/8" 20 GA. MTL STUD @ • 16" 0.C. 2 LAYERS 5/8" TYPE --X G44T3 CORRIDOR ---- 1 LAYER 5/8" TYPE -X GWB 9A -- STC 40 SECURE FLOOR TO ATTIC — 1 LAYER 5/8" TYPE - -X GWE3 OVER 9 GA. EXP. MTL. 6" BATT INSULATION CORRIDOR �- 6" 20 GA. STUDS 16" 0.C. 2 LAYER 5/8" TYPE -X GWB 5A FLOOR TO ATTIC STANDARD WALL 58 FLOOR TO +10'-6" AF'F STANDARD WALL .�-- 5/8" TYPE -X GWB EACH SIDE 5 1/2" - -_ - -- 1 CA- STC 40 SECURE FLOOR TO ATTIC — LAB 6" 20 GA. STUDS 16" O.C. EXISTING -- 5/8" GWB TYPE --X @ EACH SIDE 9 GA. EXP. MTL. LAB SIDE OVER 3 5/8" 20 GA. MTL. STUDS @ 16" O.C. LEGEND: GENERAL NOTES: CONSTRUCTION NOTES: RECEIVED CITY OF TUKWILA MAY 7193 PERMIT CENTER REMSION QY APPROVED CATE REVISION BY APPROVED Z FACILITIES DEPARTMENT AUBUR , WA. 98002 [� EVERETT, WA. 98201 KENT, WA. 98031 L.] PORTLAND, OR. 97220 REN TON, `,VA. 98055 SEATTLE, NA. 98124 ACCEPTABILITY TZHIS DESIGN AND /OR SPECIrICanON IS APPROVED APPROVED BY 111111111111 11111111111111111111 1.11111111 111 1�1 II11111 1 ` T.s. 111111 I I'�III .,311 I�I }II fh II ( I ;1141411 1 1 2 QRAWJ BY EDDIE P. DUARTE CHECKED T. HANSON ENGR. I. HANSsN CHECKED DATE SUBTITLE 4-17-93 4-26-93_ TITLE RECEIVED MAY 2 51993 '(� C ORKS +....wm8nwrwra..v w 4• LAST RE`ASION 4-26 -9i WALL TYPES, ROOM FINISH, DOOR SCHEDULES STUSQL SHEET A352 APPROVED BUILDING 21 -07 JOB NO. 727680 r.W1c NO. ARCHITECTURAL MASTER 0 18 THS INCH 1 mitt:" If the raicrofiimed document is legs clear than this ( notice, it is due to the quality of the prikinal document. OF 6E 8c /2 9z sz bz , ez zz iz OZ GL 81 1111IIihIIIIIIIIMIIIIII1 11111 1111! 1111111 1111!ii111111i111111II►IIIIIUi IM!Ulli111 11t 1 1 111111! 011 iRI1U �L 9I St 4AL eL ZL LI bl, IiII1i11111 1.1111 1 IIIIIII j! !11111j,IIiI111111iliI1 (1.1. � , i1 11111,1.I I1(1111111111I.I,iLL1I1 1 1- /,IAGEINGERAANY 12-, CORP. PARK 21-01—A352 - IL _ -- 5/8" GWB TYPE --X @ EACH SIDE 9 GA. EXP. MTL. LAB SIDE OVER 3 5/8" 20 GA. MTL. STUDS @ 16" O.C. LEGEND: GENERAL NOTES: CONSTRUCTION NOTES: RECEIVED CITY OF TUKWILA MAY 7193 PERMIT CENTER REMSION QY APPROVED CATE REVISION BY APPROVED Z FACILITIES DEPARTMENT AUBUR , WA. 98002 [� EVERETT, WA. 98201 KENT, WA. 98031 L.] PORTLAND, OR. 97220 REN TON, `,VA. 98055 SEATTLE, NA. 98124 ACCEPTABILITY TZHIS DESIGN AND /OR SPECIrICanON IS APPROVED APPROVED BY 111111111111 11111111111111111111 1.11111111 111 1�1 II11111 1 ` T.s. 111111 I I'�III .,311 I�I }II fh II ( I ;1141411 1 1 2 QRAWJ BY EDDIE P. DUARTE CHECKED T. HANSON ENGR. I. HANSsN CHECKED DATE SUBTITLE 4-17-93 4-26-93_ TITLE RECEIVED MAY 2 51993 '(� C ORKS +....wm8nwrwra..v w 4• LAST RE`ASION 4-26 -9i WALL TYPES, ROOM FINISH, DOOR SCHEDULES STUSQL SHEET A352 APPROVED BUILDING 21 -07 JOB NO. 727680 r.W1c NO. ARCHITECTURAL MASTER 0 18 THS INCH 1 mitt:" If the raicrofiimed document is legs clear than this ( notice, it is due to the quality of the prikinal document. OF 6E 8c /2 9z sz bz , ez zz iz OZ GL 81 1111IIihIIIIIIIIMIIIIII1 11111 1111! 1111111 1111!ii111111i111111II►IIIIIUi IM!Ulli111 11t 1 1 111111! 011 iRI1U �L 9I St 4AL eL ZL LI bl, IiII1i11111 1.1111 1 IIIIIII j! !11111j,IIiI111111iliI1 (1.1. � , i1 11111,1.I I1(1111111111I.I,iLL1I1 1 1- /,IAGEINGERAANY 12-, CORP. PARK 21-01—A352 - • 117110111111001o01141110100. IIMOMMAIIIIIM/11141.% BC36 BC35 BC34 vmr...s..r....minnemmeropresamosonower ANIIIIIMMAIM1.01.0.1■••■••••••■■••■•••■•••••■■•••■■•■ ''' ''''''' tr; - • • • - • - • • • ''''' BC40 BC39 BC38 EXISTING BASE CABINETS ITEM TYPE ---STZr/Mr(DxH FISHER SCIENTIFIC L BC2-- BC41 B 8C5 C,BC16.BC11 L. BC49 BC52 BC37 CABINET TYPES 41x22X-4-----3/4 • —- -- • 91:1352 35x22x35-,31-4 97-3250 3-5x221351-3-74 9-7--509Ci 35x22x35-3/4 97---503Q ____ ________________ ______________ BC8 F BC9 I1(10BC48 47x22x3-3/4 IIIIIIIIl12N 2-4-511-6-x22-x4:374 — 9x35-378 9-1:352 COMMENTS ARRON-W7 DRAWE-RS APRON LEGS LEFT CORNER CABINET -- 9" PANEL ACID BASE CABINET SUPBOARD_WI4 pAyas _ .5QINF.NT._ STORAGE A - 4 APRON WITH 2 DRAWERS - 4' STRAIGHT LEFT CORNER C - 3' CUPBOARD D - 3' ACID + 4 DRAWERS STORAGE CABINET GLASSWARE PRYEVTORAGECABINET 71 RIGHT CORNER CABINET T PANrt. rum 1 ■•••■■••■••••••••••••••••.....* 00 CO -B-C-27 BC30, BC33BC34, _ BC37 BC54 BC12 BC13 BC24 J B-C3J, BC42 BC14,,BC15 BC18, BC25 f3C22,_ r3C29 8C-55 BC36,_ 8C40, BC43 47x22x35-3/4 47x22x35-3/4 .578_ 47x22x35-3/4 97-480Q 3 DRAWER CARET E 3 SOLVENT F - 4' GLASSWARE STORAGE CABINET DRYER/STORAGE _ CUPBOARD + 4 DRAWERS 97-600 BC23 9'" FILLER 97-5040 SOLVENT STORTAGE CABINE1 L 53x22X-35-374 35x22x35-3/4 97-5936 SINK BASE 97-330Q 940-1_30ARQ +2 DRAWERS G - 2 APRON W/1 DRAWER - 4 H 4 STRAIGHT RT. CORNER BASE Ii 47x22x351314 iI„ 24-5/16x22x4-3/4 CN re, N) 13C45 _R BC47 47x2-205-S/4 47x22x35-3/4 _ 35x22x35-3/4 97-4209 _ 2 pooR C_UPBOARD 97-250Q 5 DRAWER UNIT TER BASE J - 4' CUPBOARD W/4 DRAWER 97-1490Q SINK BASE BC25 BC51 EXISTING WAL 35x22x35-3/4 97-430Q CUPBOARD + 2 DRAWERS 97-6300 APRON W_/_1 DRAWER 97-600 _ _ TABLE_LEGS 97-3400 CUPBOARD + 4 DRAWERS K - 4' SOLVENT STOARAGE CABINET 4'---5" SINK BASE GENERAL NOTES: REMOVE TOWEL DISPENSERS FOR REUSE IN MD1. & SETA LABS. CONSTRUCTION NOTES: L STORAGE CABINETS 47x30-3/4x12 [731-44TrAT3iRET 91-822(DOORS Lc:1L .w WC.3,_ WC4,_ WC5 U WC6 M - 3 CUPBOARD N - 4 DBL DOOR + 2 DRAWERS CUPBOARD WC7,_WC8, WC11 V - ---353-6-37-412 CO WC9,_ WC10,_ WC12 W 47x30-31-4-x12 OPEN FRONT STORAGE CASES GLASS SLIDING DOORS PASS THRU CABINET GLASS DOORS @ EACH SIDE - 2 5 DRAWER 4 SINK BASE —1 1r—s 91-840(CABINE) 91-822(FM 4 PASS THRU CABINET GLASS DOORS 0 EACH SIDE WALL STORAGE TYPES R - CUPBOARD W/2 DRAWERS S 3` APRON W/1 DRAWER • BC18 BC47_, 'CT5 t! t- - BC1 CT11 U--CVAIL CABINET W/GLASS DOORS V 3' PASS-THRU CABINET W/GLASS DOORS EACH SiDE atur-onan...es....,”-agsx W — 4 PASS-THRU CABINET W/GLASS DOORS EACH SIDE T - CUPBOARD + 4 DRAWERS WC7 WC8 WC9 r PASS- THRU CABINETS ABOVE ELEVATED REAGENT SHELVES WC10 WCi 1 1-1/4"x12" SHELF EXISTING EPDXYN COUNTER TOPS 41-6n 7'•10" 3'-11" 61-0" FLOOR PLAN 1/4" . N) CT51 3/4"x10" SHELF SUPPORT COLUMNS • WORK ISLAND ELEVATION 35-3/4; 2-15/16:1; 3' -11" r EPDXYN TOPS (IN STORAGE) # WIDTH CT19 5'-10" CT20 4" CT21 1'--6 5/16" CT22 3'-8" C123 6'-0 1/4" CT24 3'-10 15/16" CT25 1'-10" CT26 5'-11" W; 32-15/16" L 32--15/16" 5' -10" 4'-0" WIDTH WORK ISLAND ELEVATION 2A16 2A14 J 2A10 - - - 2A11 2Al2 — 1 • A 2A17 2A15 fr RECEIVED MAY 2 ke? PLAN TUKWILA 1.1BLIC WORKS REcei art OF TU MAY 7 i93 PERMIT CE .491'1741E7AW FACILITIES DEPARTMENT 10•1007•111•08. [1 AUBURN, WA. LI EVERETT, WA. El KENT, WA. [1 PORTLAND, OR. RENTON, WA. • SEATTLE, WA. 98002 98201 98031 97220 98055 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PARTIAL FLOOR PLAN BLDG. 21-03.2 .oenswammorawewt•...rsaror.srx.mm•gw.•mr.awmoAxy.r.sa.a.;awybrnasano. Intimplwar D.C. 21-- 03-- A45OR ...11.01.7.11.0769(..7.0.1101■110.1111SANINOMM-1 pewwwwfwese4avreenveftwor copre.mazdiro .7.1..11.11100mkaorsommaleeWmisarmawIlme, I 11111111111 1111111111 I 1111111111 11111111111 111111111 1:11,14 11 !1ilt 1111 'Ilirlfi1 11 11111 11114 0 te T1-45 INCH 1 2 fir/3 r 4 6 6 7 8 t f NOTE: If the-microfilmed document is less clear than thl.s t . : notice, it is due to the quality of the original document. 0 e 6Z 86 LZ 9? GZ i7Z ez zr.. Le 03 61 8' LL g 1 9L +A. Et Zt tt 01. 6 9 1 1111111111111111111ifilid111111111111111111111111h11411RIIIIIIIIIIiini VIIIIII1PA161,114141.1111019.64114J11,111,111 1ilij141,1,1.q1111■11111111111111111116101,111J1,11116111 14.111.1111111111111111111111111111111 111111 11 1 10 11 NUDE IN GERNA10 9 9 G C !!‘w4 1,11j141141111111M16161111111111111111ffilhillnihnil , • " ' ' ." , , . mwortmmoramioatosamanre• .0.10•11.1.M11171.1.1.10415 \21-03\2A13.DWG FACILITIES 8/4/1992 .9:56 A .0. 161111:1118P9M0102191,111WOCICAVOA.6.9 CT1 CT2 CT3 CT4 FLOOR PLAN 1/4" . N) CT51 3/4"x10" SHELF SUPPORT COLUMNS • WORK ISLAND ELEVATION 35-3/4; 2-15/16:1; 3' -11" r EPDXYN TOPS (IN STORAGE) # WIDTH CT19 5'-10" CT20 4" CT21 1'--6 5/16" CT22 3'-8" C123 6'-0 1/4" CT24 3'-10 15/16" CT25 1'-10" CT26 5'-11" W; 32-15/16" L 32--15/16" 5' -10" 4'-0" WIDTH WORK ISLAND ELEVATION 2A16 2A14 J 2A10 - - - 2A11 2Al2 — 1 • A 2A17 2A15 fr RECEIVED MAY 2 ke? PLAN TUKWILA 1.1BLIC WORKS REcei art OF TU MAY 7 i93 PERMIT CE .491'1741E7AW FACILITIES DEPARTMENT 10•1007•111•08. [1 AUBURN, WA. LI EVERETT, WA. El KENT, WA. [1 PORTLAND, OR. RENTON, WA. • SEATTLE, WA. 98002 98201 98031 97220 98055 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PARTIAL FLOOR PLAN BLDG. 21-03.2 .oenswammorawewt•...rsaror.srx.mm•gw.•mr.awmoAxy.r.sa.a.;awybrnasano. Intimplwar D.C. 21-- 03-- A45OR ...11.01.7.11.0769(..7.0.1101■110.1111SANINOMM-1 pewwwwfwese4avreenveftwor copre.mazdiro .7.1..11.11100mkaorsommaleeWmisarmawIlme, I 11111111111 1111111111 I 1111111111 11111111111 111111111 1:11,14 11 !1ilt 1111 'Ilirlfi1 11 11111 11114 0 te T1-45 INCH 1 2 fir/3 r 4 6 6 7 8 t f NOTE: If the-microfilmed document is less clear than thl.s t . : notice, it is due to the quality of the original document. 0 e 6Z 86 LZ 9? GZ i7Z ez zr.. Le 03 61 8' LL g 1 9L +A. Et Zt tt 01. 6 9 1 1111111111111111111ifilid111111111111111111111111h11411RIIIIIIIIIIiini VIIIIII1PA161,114141.1111019.64114J11,111,111 1ilij141,1,1.q1111■11111111111111111116101,111J1,11116111 14.111.1111111111111111111111111111111 111111 11 1 10 11 NUDE IN GERNA10 9 9 G C !!‘w4 1,11j141141111111M16161111111111111111ffilhillnihnil , • " ' ' ." , , . mwortmmoramioatosamanre• .0.10•11.1.M11171.1.1.10415 \21-03\2A13.DWG FACILITIES 8/4/1992 .9:56 A .0. LLJ t0 . - . avow. 19'-5" CLEAR •■•-••••• - • - - - • - - - . -• - 91-841 PAIR 91-822 91-841 PAIR 91-822 91•841 PAIR 91-822 BC2 BC3 BC18 91-500D 91-509-6 91-510P 91-465 A454 A371 A4541A371 A454 A371 BC28 BC31 . : .. . . .. .. ...... : .. " .. . .. . ... ... 91-841 PAIR 91-822 BC35 BC10 EQUAL WORK AREAf1 SCALE: 1/2" - BC42 19'-5" CLEAR BC22 EQUAL (ID co 1 A454 A371 FOR CENTER MOUNTED SHELVES & CABINETS [ WC1 WC2 WC3 91-841 PAIR 91-822 1 _ Lr LLJ C:0 00 CO • • *C1-22 • • • • • ...• . • . • ..... .. 7 . . . • • . • . • • • ....... • A454 b371 A454 A371 F1-115 WORK AREA.12__ SCALE: 1 /2" = '-0" A4541A371 23-10 5/8" CLEAR 20'-0 5/8" CLEAR FH8 ■ CY C) (r..) 0) 1 CY cy, 0) N) CO L ('N 00 "4 • 00 .4— CD 111...... a. .....t..1..... Il..1.- 6...••••••••.••••••••••••■••••• .......... • • • • ....... • • • • ..... CN1 CN 00 00 I CD Z.:37) c 0. 1111.001•11,111110•1•1.0.1MINI•01•1/.. LEGEND: 91-000 NEW FISHER BASE CABINET MODEL , NUMBER TO BE INSTALLED. BC00 EXST. BASE CAB. FROM 21-03.2 LAB. INSTALL IN LOCATION SHOWN. WC00 EXST. WALL CAB. FROM 21-03.2 LAB. INSTALL IN LOCATION SHOWN. CTOO EXST. EPDXYN COUNTER TOP FROM - 21-03.2 LAB. INSTALL IN LOCATION SHOWN. • • • • • • • • • • • • , . . . . . . . . . . . . REUSED EXST. EPDXYN COUNTERTOP WITH BACKSPLASH. NEW EPDXYN COUNTERTOP SUPPLIED BY FISHER SCIENTIFIC. GENERAL NOTES: ALL BASE CABINETS THIS PAGE TO BE RED EARTH CANYON COLOR SCHEME (TO MATCH EXISTING). NUMBERS STARTING WITH A WC, BC OR CT INDICATE EXISTING UNITS TO BE RELOCATED FROM THE 21-03.2 LAB. NUMBERS STARTING WITH 9X-XXXX INDICATED NEW UNITS SUPPLIED. BY FISHER SCIENTIFIC. CONSTRUCTION NOTES: REUSE EXISTING EPDXYN ISLAND TOPS FROM 21-03.2 LAB. REMOVE FAUCETS AND PLUG CUP SINKS AND OTHER HOLES. NEW SHEET METAL(BY BOEING) FLOOR TO CEILING PIPE CHASE WITH ACCESS DOOR. PAINT TO MATCH ADJACENT CABINET WHITE COLOR. SPACE EXPOSED TEK SCREWS EQUALLY UP CHASE. NO WATER THIS FUME HOOD. PLUG CUP SINKS WITH EPDXYN PLUG, 97- 405LQ BC38 8C25 91-500D 91-509-6 A371 91-510P 91-465 A454 A371 A454 A371 A454 A371 Q C) A454 A371 A454 IA 371 1-.• • • • • • • • • • • ..... A454'A371 A454 A371 C., C-N1 (.0 A4541A371 EQUAL BC34 EQUAL BC29 LLJ cn co ZNI . . . cD cn . . . t"..-"t• . • .. ...... . • . . ....... . ' . . . . .......... • • • • • A...._ • ...CAA,. • • • Li t() to N) CD "et-- CO BC19 BC14 BC33 BC43 r- i T FF-4 BC30 NrOMIA10.1•■•••■•••■••.¢.7. BC55 _11 BC37 / _ J 1 33-3/4" JK. Z 1 WORK SCALE: 1/2" ANORMINSINNINNAMIIIIII•11M5K WORK AREA JO A454 A371 FOR CENTER MOUNTED SHELVES & CABINETS SCALE: 1 /2" 11-0" COATING PREP ROOM #jj_Q SCALE: 1/2" = 0" RECEIVED are OF TUKWILA RECEIVED MAY 7 t993 MAY 2 5 1993 PERMIT CENTER REMSDN APPROVED REVISION EferZEA#70 FACILITIES DEPARTMENT [_1 AUBURN, WA. 98002 1-1 EVERETT, WA, 98201 D KEN T, WA. 98031 0 PORTLAND, OR. 97220 RENTON, WA. 98055 • SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIPICATICA IS APPROVED DATE 2-26-93 SUBTITLE CHECKED MDL III CABINET PLAN LAST REVISION SHEET APPROVED �Y DEPT. EWA. T. HANSON criecKm APPROVED Ow% TITLE 4-26-93 ARCHITECTURAL MASTER BLDG. 21-01.1 COL. H —J/3— 8 D.C. 727680 DWO NO. 2T-01—A454 ••••■••■••••••••■••.* t writ II le THS INCH 1 it/V3 4 III f:11.4111 5 6 7 8 NOM Ifihe-iiiCiOiffa6Ciiir;ritis less clear than this i notice, it is due to the quality of the original. 0C 6Z 9c: Z.Z 9Z .9Z 47Z CZ ZZ 03 61 91 LI 91. I 1111111 docuraent. Cl Z1 u 01, 6 .111111111j1111111•1111•,1■1111111J1111111111111,141111,1J. N.I.411111 1 I 1 1 111 111 1 1 1111 11 11 1111111111111 11 11 wzmosmAin 1 9 10 • 0_ in • ©� Lc) C) co 1 1 azCY) WORK A -REA RM #112' 21' -1O 5/8" CLEAR Lf ) cn N 00 1 1 — 0) Cr CD CO N G) (1) LUJ LEGEND: 91 -000 NEW FISHER BASE CABINET MODEL NUMBER TO BE INSTALLED. BC00 EXST. BASE CAB. FROM 21-03.2 LAB. INSTALL IN LOCATION SHOWN. WC00 EXST. WALL CAB. FROM 21-03.2 LAB. INSTALL IN LOCATION SHOWN. C TOO EXST. EPDXYN COUNTER TOP FROM 21 -03.2 LAB. INSTALL IN LOCATION SHOWN. REUSED EXST. EPDXYN COUNTERTOP WITH BACKSPLASH. ElNEW EPDXYN COUNTERTOP SUPPLIED BY FISHER SCIENTIFIC. CV 1 r, cn I-- V) Lit GENERAL NOTES: ALL BASE CABINETS THIS PAGE TO BE BLUE RIDGE COLOR SCHEME (TO MATCH EXISTING). NUMBERS STARTING WITH A WC, BC OR CT INDICATE EXISTING UNITS IN STORAGE AT THE 21.-01 BUILDING STORAGE AREA EXCEPT FOR SOME COUNTER TOPS THAT WILL BE RELOCATED FROM THE 21 -03.2 LAB. NUMBERS STARTING WITH 9X-XXX INDICATE NEW UNITS SUPPLIED BY FISHER SCIENTIFIC UNLESS PREFACED W /EXST. CONSTRUCTION NOTES: PROVIDE BLUE DRAWER FRONTS FOR THIS UNIT. INSTALL PAPER TOWEL DISPENSER. NEED NEW FRONT TO MATCH BLUE RIDGE COLOR SCHEME FROM RED EARTH CANYON. .--� LOWERED WORK SURFACE "DESK AREA ". REUSE EXISTING SURFACE IN MDL STORAGE. L�J LC) L_. 114STALL EXIT. : :R.GULAR TQP FM STORAGE .13 4 1113 -L L 1 ,-2.3J 1.1414_ ® 1 RECEIVED MAY251993 TUKWILA PUBLIC WORKS PARTIAL PLAN 0 SCALE: 1 /2" = RECEIVED CITY OF TUKWILA MAY 7 t993 PERMIT CENTER KEY PLAN REVISION APPROVED DATE SYIU BY APPROVED DATE AMEZOW FACILITIES DEPARTMENT El AUBURN, WA. Li E VERE T T, WA. KEN T, WA. • PORTLAND, OR. rJ REN TON, WA. SEATTLE, WA. 98002 98201 98031 97220 98055 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVEO APPROVED BY DEPT. DATE DRAWN 13Y EDDIF P. DUARTE CHEM° T. HANSON T. • HANSON CHEp«0 DATE SUBTITLE 2 -27 -93 4 -26 -93 4 -26 -93 SETA LAB CABINET PLANS LAST RENSION SHEET TITLE A455 ARCHITECTURAL MASTER JOL NO. 4 -29.93 441.q , 727680 OWO NO. 21-- 01 —A453 BLDG. 21 --01.1 COL. K--K. 5/3— D.0 111111111111111111111 111111 1111111111111111111W11.111141•14 1 Illt 11111 111 11L;�i 0 16 THS INCH 2 j / 3 4 5 !6 ? N4't'E: If the microfilmed dacu:telit i>3 oc se ec L.Z 9z sz tz CIIz zjiz 11111111111111111111I11111111111111111111111111111I11111 1111111111K1l 111.11111U11111111 11111 III 111 1 131 ,1_14.1'1)11 li 1 11.141 9 lesa clear than this notice, it is due to the quality of the original document. 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VIEW 1/4"-= 1'--0" A371 A4-54 .� l__.._I ...1 -- L. r y =1,11C==== % \ r4 CM G7 VIEW 1/4" = 1' -0" A371 A454 VIEW 1/4" = 1'--O" A371 A455 r- Q MW__4j Eo 1 /4 " = 1' - -0" A371 AA454 VIEW 1/4" -0" A371 i A454 VI E 1/4.. 1' -0" A3-7-,11455 Mel.NIMIONNIMMAIMMIIMPOMOIDOMMIMMID aPAgEttrAflia FACILITIES DEPARTMENT rte. • �YF ' ad VIEW 1/4- = 1' -0" A371 A454 E 1/4" = 1' -0" A371 A454 WC10 WC11 VIEW ( N A371 A454 PASS -THRU CABINETS ABOVE ELEVATED REAGENT SHELVES LEGEND: GENERAL NOTES: CONSTRUCTION NOTES: WC9 WC7 1-1/4"x12" SHELF f 3/4 "x10" SHELF SUPPORT COLUMNS NOTE: PASS - THRU CABINETS AND REAGENT SHELVES ARE TO BE RELOCATED FROM 21 -03.2 LAB. 1/iEY� �v 1/4" = 1' -0" A371 454 RECEIVED CITY OF TUKWILA MAY 7 1993 PERMIT CENTER RECEIVED MAY 2 5 1993 TUKW"WILA PUBLIC WORKS r4 ❑ AUBURN, WA. 98002 L__J EVERETT, WA. 98201 f KENT, WA. 98031 ❑ PORTLAND, OR. 97220 REN T ON, WA. 98055 ▪ SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN BY EDDIE P. OUARTE CIIECKEO T. HANSON EUGR. T. HANSON CHECKED DATE 4••08 -93 4 -2 -93 4-26-93 SUBTITLE INTERIOR ELEVATIONS APPROVED Oro APPROVED eta 4.2 TITLE BUILDING 21—Oli ARCHITECTURAL MASTER LAST SEVISIO+ SYMBOL DATE -- CORP. PARK SHEET A371 17 JOB NO. 727680 -* DWG NO 21- 01- -A37.1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I I I . j . i . 1 . 6 . 1 . 1 1 ! . - I ' ' - ti l l - . I I i 1 f - i 1 -111 :1I.I- :lIIII 0 us THS INCH 2 l 3 4 5 7 pp C7 ! NOTE: I£ the microfilmed document is less clear than this I • i notice, it is due to the quality of the original document. 0E 6e BC LZ 9Z 9Z I7Z ! ea zz IZ 0Z 61 8L Lt 91 It +71. et 31 • tt 01. 6 8 L, (I � I ! I I i I I I I I I I l 1 i l ! ! ! 1 ! I I I I � i I ! l I I I I � . 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HANSON CHECKED DATE 4••08 -93 4 -2 -93 4-26-93 SUBTITLE INTERIOR ELEVATIONS APPROVED Oro APPROVED eta 4.2 TITLE BUILDING 21—Oli ARCHITECTURAL MASTER LAST SEVISIO+ SYMBOL DATE -- CORP. PARK SHEET A371 17 JOB NO. 727680 -* DWG NO 21- 01- -A37.1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I I I . j . i . 1 . 6 . 1 . 1 1 ! . - I ' ' - ti l l - . I I i 1 f - i 1 -111 :1I.I- :lIIII 0 us THS INCH 2 l 3 4 5 7 pp C7 ! NOTE: I£ the microfilmed document is less clear than this I • i notice, it is due to the quality of the original document. 0E 6e BC LZ 9Z 9Z I7Z ! ea zz IZ 0Z 61 8L Lt 91 It +71. et 31 • tt 01. 6 8 L, (I � I ! I I i I I I I I I I l 1 i l ! ! ! 1 ! I I I I � i I ! l I I I I � . 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CLOSURE - PAINT TO MATCH WALL COLOR - ATTACH TO PAINT BOOTH. 8" MAX. `-- 12 GA. HANGER WARE WALL STRUCTURE MIN. 3 TIGHT TURNS • NEW SUSP. CEILING AND WALL ANGLE - SCREW WALL ANGLE TO 16 GA. CLOSURE. WALL INTERSECTION SCALE: NONE HILT! 1/4" DIA. TOGGLER BOLT ({000663641 24" O.C. SPACING NOTE: RECESSED CABINET TO BE MOUNTED AT SAME HEIGHT. PREFABRICATED PAINT BOOTH CEILING PANEL- A503 A450 CABINET MOUNTING HEIGHT SCALE: NONE SETA LAB A5031A4x450 51 PREFABRICATED PAINT BOOTH FRONT WALL PANEL. SUSP. CEILING 0 BOOTHS SCALE: NONE EXISTING BEAD -X EXPAN. JOINT PRE PRE GGER ROOM A503 A280 `�- 81 5/8" TYPE 'X' GWS NEW WALL HILTI 1/4" DIA. TOGGLER BOLTS #000663641 0 24" O.C. VERT. ---- EXST. WALL • NEW BEAD -X EXPAN. JOINT ___ NEW 1- BEAD --X EXPAN. JOINT NOTE: USE TOGGLER BOLTS PER THIS DETAIL FOR TYPICAL WALL INTERSECTIONS. WALL INTERSECTION 10 SCALE: NONE INTERIOR WALL SYSTEM- - 3 5/8" MTL. STUD W/ 2 LAYERS 5/8" GWE3 ONE SIDE & 1 LAYER 5/8" GWB INTERIOR SIDE & 3 1/2" BATT. INSUL. FIRE HOSE CAB. MDL 10 LAB CABINET MOUNTING HEIGHT SCALE: NONE A503 A450 FRAMING 0 CABINET SCALE: NONE OF FIRE Z 0 11) A50,3 A451 FRAMING DETAIL SCALE: NONE A503 A450 "----AC4 51 EXST. THRU WALL PLASTIC SLEEVE L EXISTING 1 HOUR WALL CONSTRUCTION. RC-1 RESTRICTING COLLAR. SECURE COLLAR AROUND WRAP STRIPS WITH 2 BANDS OF MIN. 16 GA SWG STEEL TIE WIRE PLACED APPROX. 1/2" FROM EACH END OF COLLAR. USE 1/4" DIA. TOGGLE BOLTS TO FASTEN MIN. 4 TABS TO WALL. BOLTS TO BE SYMETRICALLY LOCATED. TIGHTLY WRAPPED FS -195 2" WIDE 1/RAP STRIPS. STAGGER BUTTED SEAMS. PROVIDE 3 COMPLETE WRAPS OF ES -195. NOTE: 1. INSTALL THIS DETAIL AT BOTH SIDES OF CORRIDOR WALLS WHERE PLASTIC SLEEVES OCCUR. 2. PRODUCT NUMBERS ARE 3M BRAND FIRE PROTECTION PRODUCTS. CALK ALL AROUND WITH CP25WB NO SAG FIRE CALK, MIN. 1/4" BEAD. PACK PLASTIC SLEEVE WITH ROCK WOOL PIPE PACKING. INSTALL CP25WB CALKING OVER PACKING MIN. 1/4" BEAD. WALE. PENETRATION SCALE: NONE A503 MAIN OR CROSS TEE ACOUSTICAL TILE POP RIVET -SAME COLOR AS GRID SYSTEM WALL ANGLE -ANCHOR ` - --- TO STRUCTURAL ELEMENT SUSP. CEILING DETAIL SCALE: NONE L A503 A280 EXISTING STRUCTURE ABOVE 20 GA. 3 -5/8" MTL STUD DIAGONAL BRACE 0 45 DEGREE ANGLE WHERE SHOWN MIN. 3 EA FRAMING SCREWS TO TOP CHANNEL LATERAL WALL BRACING SCALE: NONE A503 A280 45 DEG. (TYP) ',, 12 GA. LATERAL BRACING WIRES WITHIN 2" OF CROSS TEE 'W /3 TIGHT TURNS IN 1 -1/2" BOTH ENDS OF IMRE, TYP. 100 LB. CAP. HANGER CLIP TOP CUP W /MECH. FASTENER TO STRUCTURE 12 GA. VERT. HANGER Y1RE --- CONNECT HANGER WIRE TO MAIN TEE DONN VSA COMPRESSION POST, CONNECT TO STRUCT. ABOVE (200 LB CAP., F.S. =2) 12' O.C. EA, WAY (TYP) --- MAIN TEE CROSS TEE INSTALLATION: SHALL_ CONFORM ti ACOUSTICAL CEILING TILE TO 1988 U.B.C. STANDARD NO. 47 -18. CEILING PANELS: 2'x4'x5/8" LAY-IN ACT, ARMSTRONG #821 OR EQUAL. SUSP. SYSTEM: USG INTERIORS INC. EXPOSED DONN H.D. DX TEE SYSTEM OR EQUAL. MAIN TEES SHALL BE DONN N.D. DX26, CROSS TEES SHALL BE DONN DX424. SUSP. CEILING SUPPORT DETAIL LATERAL FORCE BRACING SCALE: NONE LEGEND: GEJAULAL CONSTRUCTION NOTES: ?,...- SEE DETAILS THIS SHEET FOR CONSTRUCTION NOTES. A503 A280 CITY OF TUKWILA APPROVED MAY ► T• 93 8l' .D '1G DIVISION RECEIVED RWWEIVED CITY OF TUKWILA MAY 7 1993 MAY 2 51993 TUKW1LA PUBLIC WORKS PERMIT CENTER BY APPROVED R.%NSION BY APPROVED CATE FACILITIES DEPARTMENT • 111110111111111 1 0 fl AUBURN, WA. 98002 C] EVERETT, WA. 98201 C� KENT, WA. 98031 [n PORTLAND, OR. 97220 I-1 RENTON, WA. 98055 • SEATTLE, WA. 98124 ORAWT� 8Y o. PRE'ARE a4ECKEa T. HANSON DEPT. DATE r. HANSOM CHECKED ACCEPTABI TY THIS DESIGN AN SPECIFICATION IS APPROVED APPROVED BY SUBTITLE WALL SECTIONS & DETAILS 4 -26 -93 4-26-93 One APNOWO ARCHITECTURAL MASTER JOB NO. 727680 4 - L7 -R,3 d• '•13 BLDG. 7- 2.51.2 I I I I. I . I , ` " 1111 j t . t t & ' , LI. 1 1 1 1 1 ` 11IL Oftlx1,1, 11. (41i,itIIIIIII111111111111III 1111`1`1111111111 4 15 f 7 8 9 I 10 11 l "" 124 NOTE! If the microfilmed document is .Loss clear than this notice, it is due to the quality of the Original document. OC 6Z 8G LZ 9Z 9Z 471Z I Z ' F.0 ZZ I IIIilliill 1!IIIIl'I 1l 111! 111111111111111IIIIIII1 lilIIIII1 i11111){IlIlli�1111l1) ....:.,��1 ill L iilll�l{II� ILILL ,I,11LlLIIIIlI�lIJII!(il�jndult L 9 S £ Z l w004 0 111111 lEf lilll1illlll! liIIIIIl11111111111111j 11 i11!ii11111111111111i1111111 ALL DC .21-- O1 --A503 „ • ••••■••■•••••••■•10•1•11•00,•••••••• STACK WRE ROPE CLAMP 11-11kA3LE, TYP. ALL GUY WRE 1/4"0 GALVANIZED STEEL • IRE GUY STRAND TURNBUCKLE --, 5/8° EYEBOLT W/ / 2" SHANK, TIP, / 4 PLCS. 3/8"0 GALV. STEEL TURNBUCKLE- CLAMP-THIMBLE, TYP. 4 PLCS. (II WIRE 5/80 SHOULDER BOLT W/ 6" SHANK --- • 2x4x6"LG. W/ 4 2,.1 NAILS - ROOF L2x4x1/4"x4"1.G (NEAR SIDE) ----- 1/4"0 GALV. MRE 7-STRAND 7-- - PATCH ROOFING FOR WATERPROOF - COMPOSITION FLASHING INSULATION LEAD ,PLEEVE FLASHING LAP 1 INSIDE VENT 12* 4" MIN, CAP MEMBRANE DUCT MIN. 24 GA. GALV. FLASHING v--- ELASTOMERIC SEALANT LEGEND: • ■••■■■•■■•■•■••■• COMPOSITION FLASHING • CDX PLYWOOD /- DETAIL A504 EXIST. 2x4 0 - 24" O.C. - 1/2"x2"x4" STEEL 1 3/4" PLATE H.R.S. A36 (FAR SIDE) -- ROOF - (2) 2x8 CURB 1/4"x3 1/2" A36 STEEL PLATE (TYP.) BOTH' SIDES FRONT & BACK , DRILL FOR 5/80 HEX HEAD-BOLT (TYP.) 2 PLCS 12P-0" DRILL FOR 1/2"0 HEX HEAD BOLTS CO 18-0.C. DRILL 11/16"0 HOLE THRU L2x2x1/4 FOR 5/8"0 EYEBOLT TYPICAL EXHAUST STACK DETAIL SCALE: NONE DETAIL TITLE SCALE: NONE M510 A504 M511'' - 1/4"x3 1/2" A36 STEEL DRILL FOR 1/20 x 3"LG HEX \ PLATE (TYR) BOTH SIDES HEAD BOLTS 0 18"0.C. - ---, / \ FRONT Sc BACK 101-0" / /-- EXIST. 2x4 PURLIN \ . / ,.. , N.T.S. / ,, ..1. 1' 1/8"0 1x19 STEEL AIRCRAFT ---- CABLE EVERY 20'-0" LONGITUDINAL & TRANSVERSE BRACING L. - AIR DUCT TYPICAL DUCT SUPPORT SCALE: NONE -SEE DETAIL A504 1/4" THREADED ROD L2x2x1/4"x 2'-4"LG TYP. (4) PLCS A 451,jf■50 4 EXIST. 2x4 PURLIN - 3/8"�x 1 1/2" LG. LAG SCREW —3/8'10 EYEBOLT 1/80 1x19 STEEL AIRCRAFT CABLE EVERY 20'-0" LONGITUDINAL & TRANSVERSE BRACING 3x14 D.F.#1 L2x2x1/4"x 2.-4"LG TYP. (4) PLCS --- AIR DUCT DUCT SUPPORT SECTION 12 A4511\504 SCALE: NONE 1• - 3/4°0x7"LG HEX HEAD / BOLT W/2" 0.0. FLAT HEAD WASHERS (TYP.) PZ,"0,C. -H 7-1/4"x 3 1/2" A36 STEEL PLATE x 7'-6"LG (TYP.) BOTH SIDES TOP OF CONC. FLOOR (REF.) \ \- WOOD BLOCKING EXIS t. ROOF DECK / AND ROOFING ------/ \ SEE MECHANICAL DRAWINGS FOR SIZE & LOCATION 4 A160 A504 /MECHANICAL &U� TO ACHEM: 125% YIELD STRENGTH OF THE BAR Fr60 KS VENT PIPE FLASHING SCALE: NONE 29'-- 0" A504 - SEE DETAIL A504 Cr) 29'-0" -- ,' (5.K. SEE DETAIL A504 1,0,121-0" z C•4 PARTIAL SOUTH WALL ELEVATION TS 3x3x3/16 (TYP.) FRAME - 9 DRILL FOR 3/8°0 1 , ANCHOR BOLT W/ / v 2 1/4" MIN EMBED ' 1 > 3/16 TS 3x3x3/16 (TYP.) FRAME SCALE: NONE L3x3x3/16 x 21.0 (TYP.) 16 PLCS . A ' • 9 DRILL FOR 3/8"0 • ANCHOR BOLT W/ 2 1/4" MIN EMBED • 3/16_ / 3/16 2' 12 12 A NOTE: • •• 38" r o • • PAINT STRUCTURAL STEEL TO MATCH ADJACENT WALL COLOR. 2M450 ,A504 -.- L3x3x3/16 x 21G / (TYP.) 20 PLCS • a n EL El 0 ti ........ • , /7 a 70" L. 1 1 ._ ' n 14 I, 16" 16"ii 16" i 14 A ACCOUSTIC CHALK -- 7414 MECH PIPING & WIN SUPPORT. SEE IJE01 NOTES: 1. SAWCUT SLAB WTH DEPTH NOT TO EXCEED DEPTH SHOWN ON DETAIL. 2. CHIP OUT REMAINING SLAB. 3. CUT EXISTING REINF WITH 5" MIN EXTENSION. 4. EXCAVATE, PLACE MECH PIPING At SUPPORT. 5. NOTIFY FACILITIES IF LOCATION OF EXISTING REINFORCING IS NOT WITHIN it INCH OF THEORETICAL VERTICAL LOCATION. 6. REPLACE REBAR TO MATCH EXISTING, USE MECH SPLICES AS CALLED OUT. 7. BACKFILL WITH NON-COMPACTED CLEAN nu_ AS REQUIRED. 8. RECAST SLAB WITH re=4000 PSI CONCRETE. SLAB CUTOUT & PATCH DETAIL SCALE: NONE HILTI 1 /4"0 TOGGLER BOLT #00066364I 24" 0.C. SPACING t1 NOTE: INSIDE OF BUILDING SQUARE OR ROUND DUCT DUCTWORK PENETRATION SCALE: NONE 0 - -2x4 DOUGLAS FIR NO.2 (TYP.) EXCEPT AS NOTED - PRESSURE TREATED W000 NAILER - UEMBRANE ROOFING INSULATION 3*X3 CANT STRIP ROOF EQUIP. SUPPORT SCALE: NONE 16 GA. GALV. SHEET METAL FIT FOR 6"0 DUCT 1 1/2°0 SCH. STEEL PIPE --- 1/2"x 2' SQ. STEEL PLATE--1 /— 1/4-"x 6"x 6" STEEL PI CE EXIST. 2x4 DETAIL SCALE: NONE DETAIL SCALE: NONE -1/2"0x31G HEX HEAD BOLT 0 18LO.C. DUCT THRU WALL PENETRATION DETAIL ---g) SCALE: NONE A504 2511 5 A504 S1 6th5b4 WALL DETAIL SCALE: NONE A450 A504 INSTALL (4)-5/16% PAN HEAD SELF THD. SCREW A160 A504 /---16 GA GALV. 1 SHEET METAL 1-1/4"STEEL PL. x 1"x 18° LG. 1 1/240 SCH. 40 STEEL PIPE ---- PAINTED WHITE 1/2"x 2"LG LAG SCREW SECTION - 1/2"x 20" THD. ROD 4" 0 EA. END W/ DOUBLE END NUTS & WASHERS TYP, EXHAUST STACK SUPPORT SCALE: NONE .1011.11110.117M.1•1104 REMSION 727680-01 MDL III Ell LAB MAGraElfArtiff FACILITIES DEPARTMENT • fl AUBURN, WA. 98002 ri EVERETT, WA. 98201 11 KEN T1 WA. 98031 PORTLAND, OR. 97220 qt;'4,,fsno I-1 RENTON, WA. 98055 Nigro!. SI SEATTLE, WA. 98124 li.iiPmEsi-2'7' ACCEPTABILITY THIS OESIGt1 AND/OB SPECJFICATION is APPROVED APPROVED BY DEPT. GRAM SY EDDIE P. DUARTE CHEO<ED ENOR. J. BURKS CHECKED elY•17•111.••■•••11•11•■•■.Y.104.1... 111111111 111111111111111111111111 11 111 1111111111. [1.1/14 41 It' 1 tr, I I 11111 I 1,1144111T li1V3 4 0 10 THS INCH 1 5 6 7 8 NOTE: If the microfilmed document is Jew; clear than this 1 . , notice, it is due to the quality of the original document. 1 I • APPROVED DATE SUBTITLE 4-26-93 GENERAL NOTES: CONSTRUCTION NOTES: SEE DETAILS THIS SHEET FOR CONSTRUCTION! NOTES. RECEIVED CITY OF TUKW1UN MAY 7 1993 WALL SECTIONS & DETAILS PERMIT CENTER APPROVED BI,MII°L DIN DIVISION 93 RECEIVED MAY 2 5 1993 TUKWILA PUBLIC WORKS LAST REIASION TITLE 4-26-93 BUILDING 21-01 ARCHITECTURAL MASTER ALL CORP. PARK ..0.....1...1.41••••Ntl••••••••• A5O4 J00 NO. DV4 NO. 21 — 01 A504 727680 .1,...114....NaW••••111.01..11••••.14.0..1 14.14V111111111111111111111111111 11111111111111 • t I 9 10 11 "tE IN SIRMMY 12' • 06 6Z EIG L2 9Z GZ CZ ZZ 1Z OZ 61 81 Z.1 91 gl 4/1 el 11. oL S t, VIVI 0 Ian 111111111111akt 11111,111 110111,1, 1111 Ilinithnlieln11110,1111111111110tij.111!1111,1_411:911U1) - • • •••1•111”••01•21.4.1•••■••••'.11••••■••••••••••■•••■ oroa•mormesome..........m....cr.tersoarem. H: ANSONVI - Di \LION04.0Ytt FACILITIES 4/20/1393 7: 15 13,11. .. • ' . ,r L • .yw..w.rwRn.ar. 1 3/4" ACOUSTICAL DOORS SING OF DOOR OPEN POSITION __ T._O ___..._ FINISH FLOOR SOUND DOOR BOTTOM ASSEMBLY SCALE: NONE ADD 1 LAYER 5/8" TYPE —X & 1 LAYER 1 /2" GWB TO THIS SIDE. - - -� JAMB DETAIL SCALE: NONE A505 .'.352 -- - — DOUBLE 16 GA 6" METAL STUDS. -_ METAL CRNER BEAD \--- 3 5/8" 20 GA. STUDS FRAME JAMB /HEAD ---� ACOUSTICAL SEAL --- KRIEGERSONIC SUPPLIED 'Z' MOUNTING BRACKET ---. SOUND DOOR MOUNTING BRACKET DETAIL SCALE: NONE A505 A451 A505 A352 CONTINUOUS 16 GA. CHANNEL, JAMB ] FULL HGT. TO TOP OF HFAD j. BUTT HEAD BETWEEN. NOTCH WEB OF JAMB AT TOP, 6" 16 GA. STUDS NO HOLES IN WEB -- - F rn coo 1 /8' 03 HH GROUT FRAME SOLID AT JOB — SITE BY OTHERS. INSERT GYP. BOARD FULLY INTO BACK OF FRAME. MUDBOX -12� 16 1 3/4" ACOUSTICAL DOOR JAMB OPENING SIZE - CALK JAMB 0 SOUND DOOR DETAIL SCALE: NONE A50 A352 011011! .1111E 7 1 /4" 47 SUSPENDED CEILING SYSTEM .025" STUCCO EMBOSSED ALUM. SHEET FABRICATED CLOSURE. SPACE TEK SCREWS EVENLY ALONG CLOSURE. 12 GA. ASTRAGAL MOUNTED ON "PUSH SIDE" OF THE INACTIVE DOOR. ATTACH W /ff12 T.H.S.M.S. @ 12" O.C. AND 3 1 /2" FROM ENDS. DOOR HGT. MINUS STOP HGT. - - - -- N SOFT EXTRUDED NEOPRENE 1 INSERT (2-- NC --2). APPLY TO STEEL RETAINER WITH COLD BOND CEMENT TO BACK OF NEOPRENE. CUT NEOPRENE 1" LONGER THAN STEEL RETAINER. NN LEGEND: GENERAL NOTES: CONSTRUCTION NOTES: "PUSH SIDE" - - ---.1 N 4iM._J r _ _� - --- -- CURE BOOTH BOX SEE DETAILS THIS SHEET FOR CONSTRUCTION NOTES. c�I 14 GA.x 1 1 /2" REINF. FULL HGT. INACTIVE DOOR ACTIVE DOOR 1 1/2„ NET DOOR WIDTH NET DOOR WIDTH TOR CLOSURE DETAIL TITLE HEAD JAMB DETAIL SCALE: NONE 1 /8" SOUND DOOR ASTRAGAL SCALE: NONE A505 A110 SCALE: NONE SCALE: NONE A505 A352 1 GWB WALL 1 3/4" ACOUSTICAL 1 DOORS ---- .025" STUCCO EMBOSSED ALUM. SHEET FABRICATED CLOSURE. SPACE TEK SCREWS EVENLY ALONG CLOSURE. SWING OF DOOR TO -*OPEN POSITION 1 ---- -- CURE BOOTH BOX 03 CITY OF TUKWIL.A APPROVED MAY 1993 FINISH FLOOR THRESHOLD I�f II(, i' NG DIVIS►O. PEMCO 154A SMOOTH SADDLE THRESHOLD, CAVITY FILLED W /GROUT �— DOOR BOTTOM WITH BLACK SPONGE NEOPRENE INSERT DETAIL TITLE SCALE: NONE 12 A505 A110 .DOOR SILL W AUTO DOOR BOTTOM DETAIL SCALE: NONE A505 A352 DOOR SILL DETAIL SCALE: NONE �61 SOUND DOOR BOTTOM ASSEMBLY SCALE: NONE A505 A352 nEGEIVED CITY OF TUKWIIA MAY 7 1993 PUN IT CENTER RECEIVED MAY 2 5 1993 TUKWILA PUBLIC, WORKS MINIMMINIRORMOMI APPROVED FACILITIES DEPARTMENT 11111111111 .T1.I�I.�IIIIIIIII!lillf 0 1e1HS,HCH 1 2 ?4513 I E. AUBURN, WA. 98002 E] EVERETT, WA. 98201 Li KENT, WA. 98031 �] PORTLAND, OR, 97220 C� REN TON, WA. 98055 D SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /CR S"ECIFICATION IS APPROVED 1144 ``' , 11t�i11�1`,"�II�j `. i1(` 111111 f l iI 4 5 6 7 8 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the original document. APPROVED BY DEPT, DATE DRA•dfii By EDDIE P. DUARTE CHECKED T. HANSON ENGR. T. HANSON CHECKED SUBTITLE WALL SECTIONS & DETAILS LAST REVISION SfliBOL DATE SKEET 4 -26 -93 TITI,f 4 -26 -93 APPROVED GM APPRO�IE �-e W I>` BU'LDING 27 -01.1 727680 4 • •'t 5 +mot i F CNN..,•- .._ '�-, 'J,, D'NC NO. ARCHITECTURAL MASTER DG 6Z ee LZ 9Z SZ t? £Z ZZ IZ 0? 6I 8I LI 1111111111 jj ++ II II I III :1i1111111111111lillllill{I rillI!fl!IIlnll!1,1 1.!l Ib II:`'Il Inlid01(1' 111.11 1.11 1111 1 91 GI 7I £I ZI II 01 6 8 �I 11111)11 ill! ! ai 1 ih1II 111 111111111111 (1111lilijj,!,11hllillll !ill IIi Ilnl 1111111111111111111111 11. MADE MI OERMA 12' II c z I ww 0 11111110 11 11IIII11111111I11111n111111111111111) ALL CORP. PARK 21-- 01 --A505 ,.o " " • , . Ad■■••••••■■■11001..10dWidiMidandnaiadildir 10.1.0■0.0006.011•••■•OwnwidanoWlife.••■••••••■ 11.10.0110.1.410. .14.1110111111.0.111•1011d111•0010M. LEGEND: 2W-0" PROVIDE (2) SIMPSON - — HSP.59 STRAP TIES EA LOCATION 58'-0" 58'—O" (K) ED EXIST/ GL6 3/4 EXIT 4x14 DF#1 DENSE 0 8'--0" OC SE E/S280 FOR ALTERNATE EXIST GL6 3/4x34 8x32" DU D. F. MAKE //cZ 6/NIMT,1/ HANCrl: BLOCKING SH LL BE 2x6 D.F. OEN E #2 W/ ' SIMPSON Hu 26 HANGERS /1 WO DUCT EXIST GL6 31/4x39 RE LACE 2x4 W/ 12x D.F. DENSE #2, UotE SIOSON HU28 H NGERS -- 1 BLOCKING SHALL SE 2x6 05. DENSE #2 W/ SIKIPSON HU26 H NGERS 550 x c., z: DUCT OPENING - - --- C5 REPLACE 2x4 W/ 2x8 I / / , a' D.E. DENSE #2, USE _.1,''' -;`x--- --f/V- SIMPSON HUT HANGERS -- 4 1— 14'0 DUCT v) I \ sz 1 .1 ! .......LL .." EXIST GL.6 314x39 EXIST Gib 3/4x27 8"*/ DUCT EXIST. DUCT OPENING EXIST GL 6 3/4x27 ASIMMINSIIIINIMOMEIMM•111111.110., EXIST] GL6 3/4x.34 1/2 ----------, 1 ------USE 3/4 )l APA RATED STURD—I—FLOOR EXT T&G \ W/ 10d COMMON NAILS --‘ AT 6" OC BOUNDARY 6" OC FRAMED EDGES 10" OC FIELD BLOCKING NOT REM) FRAMING PLAN SCALE: 1/8" = PLYWOOD PANEL EDGES ROOF PENETRATIONS ARE CENTERED BETWEEN EXIST. FRAMING. VERIFY ACTUAL LOCATION IN FIELD. ALL BLOCKING SHALL BE WITH 2x4 DOUGLAS FIR NO.2 AND SIMPSON HU24 HANGERS EXCEPT AS NOTED SEE DETAIL SHT. A504 FOR TYPICAL DUCT PENETRATION FRAMING CONSTRUCTION NOTES: RECEIVED MAY 2 5 1993 TUKWU.A PUBLIC WORKS N0AintrAfta FACILITIES DEPARTMENT [1 AUBURN, WA. Li EVERETT, WA. EJ KENT, WA. 1-1PORTLAND, OR. Li RENTON, WA. MI SEATTLE, WA. adomodolommtmedrnmsdloodosanow 98002 98201 98031 97220 98055 98124 ACCEPTABIUTY THIS DESIGN AND/CAI SPECIFICATION IS APPROV.-0 RECEIVED CITY • OF TUKWILA MAY 7 1993 PERMIT CENTER CITY OF TUKWILA APPROVED MA 3193 4 si 0 BM, D G DIVISION ASBESTOS NOTIFICATION: A good faith survey of the building has been conducted and no osbestos contoining mote,riol was discovered within this building. S160 • S161 S163 • S164 S165 KEY PLAN ROOF FRAMING PLAN UU.E 1 EMUS IV ; BUILDING 21-01 STRUCTURAL MASTER COL. G.5-111-5 CORP, PARK 727680 21-01—S162 0.•••■■••■■■■•••MOVIONE 11.••••••••••••••••,•••■■•••■■•din JRNIroo —,••■•■ 0 18 TH"N" 2 11111111111111j1111111-141, 9111 01,14.11111 INI111111111111111111111111111111111111111111 l,W3 4 5 6 7 10 11 )EINGEPVAill 12' 3. OC 6E se GZ 9Z GZ 473 . CZ 1111{111111111111M1111111P4t1111)6111111,111iril!Iniltil NOTE: If the microfilmed document is less clear than this i . noLice, 11 is due to ZZ tZ 0? et -"-,,,,;..,::.;',.•:: 1 t ITt:1111011111;1'411114 14 L, i. the quality of the original document. el ST 47l 1,111p4m14141.! • EL U 8 Z. 9 g 17 C 0 111,011*P1111 1111h11liNdUjUlti.1.1*01111011.111l..111111111q1111111111.j1111111,11111910111111111111111111111.11 - • . ' , r • ; , .41100.11.4.1.10.101111.16.0111C \21-01\S162.0K FACILITIES 4/16/1993 7:09 A.U. " . 4 2.17.70■/0.41=PPPITIO.1111.7•0••••PW•a•■■■.. .1•■•■10, /......*WINNIMION•aa/•••••■••■■ "WV,. 29'- 0" GI.6 3/407 58'. 160 DUCT 33'- 3;10 0'101 E XIST GL 6 3/4x27 55' X 59" • DUC1 OPEN4AG 105 STACK EXIST GL6 3/1x27 12"0 EXHAUSIDUCT 12"0 EXHAUST DUCT • <NI ADO 2x8 D.F. DENSE #2, W/ SIMPSON HU28 k' HANGERS P Isa.■•■•■••■••• 59" / • 401111.0•110.4r1111••••••••.1111....11140.11.1.-WANCA MX.04•••••••440O.MeNUDIY,/,../.7.*••••••■■••••... 55" x 5 ' 9 DUCT OPENING OCKING SHALL BE ; 2x6 DI-. DENSE, 112, simPSON 11U26 HANGERS , 7- REPti\CE 2Y4 W/ 2x8 D.F. DENSE #2, USE SIMPSON HU28 HANdms 37'-o" !12"0 EXIIAUST ,DUCT ..........•••••••••...............•••••••••••••••••,•••••••••••••••••••••••••■••••=•••••••••art•C., .4.,....1.01.4.,••••••••••••• PDASIO■T A 727680-01 MD 111 E It. LAB 7Z76,t30--o) MDmEft. A po 0 ../....140.11.0,..1.101..I.1.0111,./01.•■••••■•••■••••1.7.7.11111■11•1•• P.CIASION -t ■111■TO.M16•••■■01.1. Ire.....................,1111015•••••■•••■■•■•••••••••■ onampomomo.....sommallommo .•••■••••■■■•■•■••■.1111111M )8 -0" '160 DUC1 / 10 - _______ • / 1.411•14.0.1..019.1....1.3•■••••■•••••13m1/110. (1.3 t • EXIST. 2)(4 DF #2 2'-0.0.C. 71./V1.1.0.1■11.11■WW.1.1.My w„1) ADO 14,7x 3 1,/2” : STEEL (1)1 ATE, SEf DEIA.11 ( 14 • EXIST. 20 DF 112 0 2' -ot.c. EXIST GL6 3/4x27 6.111.142•10•- ...01■11111•■ •r• Afte117.11.104.11•01141. tromme•••••■.....,............6■•••••.........www,..a.”■•■■■• P.m mo••••••••••••••■••■** •.OF.7■4 mNaN eM.y.si.y1X1.0.v4,,urfroa.w.o.nwrww. F /1ST Ct.6 3/4x21 EXISr 1;16 3/4x27 XIST 4x14 DF#1 0 8' 0• (le ! 9' 31-0" FRAMING PLAN RIIMAPOWYMINONINIP SCALE.: 1/8" r—O" Orr*. 0 58'-- 0" EXIST GL6 3/4x34 1 /2 EXIST Ct.6 3/4)(34 1/2 KIIPIWW4hArewqr,..(104...0*.b41....1.•••••••■••liffn.P170.7100. EXIST GL6 3/4x34 112 —4 ; , • 0.•••■•••■••••• Y APPHOVE. ASPAZEZAW FACILITIES DEPARTMENT ....O..•■n"IMMOMMWW.9.Y 0Mr.. 104T0004., mo*No....wp,v •••■*-/I.O.• •;. . . - • •-• - AUBURN, WA. Li EVERETT, WA. El KENT, WA. LI PORTLAND, OR. 11 RENTON, WA. Id SEATTLE, WA. mol..11.11,034M.I.Vnienli.okutfrula.1.7.40611.111.nr 98002 98201 98031 97220 98055 98124 PP..* AneworP....10.70 •••••••••••3 VOIPICP•MW 111111111111111111111111111111; 1 J tIj t 111114fr 1 liurrTruillirlirl 111-110 1 I 11111 III 4,1.,ft'111-1 0 16 MS INCH 1 3 6 7 NO-17,1 If -the microfilmed document is less clear than this notice, it is due to the quality of the original document. OE 6Z se LZ 9Z GZ 173 £_, ez 1Z oe 61 81 Li 91 St *21 Cl Z1 LI 01, 6 8 .111111111111111111111111;11111111111111111,11M1111111111114 101111111111!I li1111.1.p.,1411114 ( 5 EXr,-. T. DUCT PENETRATIONS 11' so....ro...wwwwwenow AccEPTABILITY mis DESIGN AND/OR SPECtriCA PON IS APPROVF.D APPROVE() BY ..li•••41.7•••••••■•••■W• — USE 3/4 " APA RATED STURD-I-FLOOR W/ 10d COMMON NAILS AT 6" OC BOUNDARY 6" OC FRAMED EDGES 10" OC FIELD BLOCKING NOT REQ'D --- PLYWOOD PANEL EDC[S OA Tr DRAT AN a EDDIE P. DUARTE o4Eoeso et4GR. J. BURKS cnrc-KED 4-24-93 _ • 1111 1111111111111111111111111111111111 9 10 11 KA" 6€Ritagt 12, f 9 S si c ?Iv+ 0 lit111.1.1111111111111111.1111111,1111111111111111111111111111111111111111 APPREPRO COV) - APPROVED - At 6 ,) (:XT T&C WI OF TUKWILA APPROVED JUN ; 1993 , Af 011V *Omit . BUILDI DIVISION ••••,...........7,0■Mvowverawsmopmslim St/t3 T1 TLC •s .....,....•••••■•••••...••••■••••••••• • • • • • • ,..1"...sW•ol ”womov.P.Irmw••••••••• or ■•••••■•••••••■•••••••••••...tresoya.••••••••wwww•*••■•■••Pan• LEGEND: MY. WirOla.obaorle.1•111 GENERAL NOTES: ATIC IVE: LOAD - 251)3F. ROOF PEW. 1.RA IONS ARE CENTERED BF TWEN LXi r. FRAMING. VERIFY ACTUAI... LOCATION :N ALL. BLOCK:NG SHAL 2x4 NO.2 AND (.-;IM1ON y(:;!--.1)1: NCi 11."-..D '-ff. Dr .AiL SH i. A504 FOR -hp;cAL. niiJ PCNE ipATION CONSTRUCTION NOTES: RECEIVED CITY OF 'TUKWILA JUN 1 6 1993 PERMIT CENTER understand bject t3 Crrc..-3 lens does not authorize the violation FILE COPY , ASF3E_STOS NO1111CATION: A good faith survey of the building hos been conducted Ond no asbestos conto;rting moterid vios discovered withir, this bui■ding. A SI60 j S161 S162 .S163 .(:)164 ,'•-,,,' :',,, 'S165',.. .,;,""-:- :,, ,.,,.,,,-. " ',..--‘.. t4 e: • e / ■,1.4../.::■ :1 , 8 ; ROOF FRAMING PLAN KEY PLAN BUiLDING 21-01 TRUCR)AL MASTER COL. G5 I. 8 41.0.010.,•••••17111,4 LAST REMStott S'NETOL ShEE r S165 DAM 24 24 JOO NO. 727(380 07/C-W67-- CORP. PARK -- ‘316 5 masaroyewo 1.76..•■■■•,[000■000.1" •■••911{7MONIONNR.IMPAMIII.M "TO .1111.1111.1111/ .1tre.10••••■ • n• rit own rAr,., Inv: it it‘i -"tete ift,An ',v.: . A AM. •■•■■* , gloonvem/I*.a"1.,lemptowawiNr. 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A 13AY W, `..s..1,(PSOt.J f1.31 4 HANGER 0 r,\';1 c! 6 3/4x,.59 33' • 7" ist) 8"o EAl)ST , 1 1 / T.Th!() ;111( S / / 39'4" -- 1 14,-(04 12'0 EX14AUF.1 z 1 0,. rn (J.) r', . ; t.• I PE:)L'NF.:; 7ti Ti' Pi NG - HALL 'Cr 1' 27'- 3I': 3" • S' -6 (2) NEN 5J1 Di 1 4 , BLO(;K.iN(; ;WA fly CI W./SIMPSON 1lij,31411 HAN,'.;Eps TYP (4) PL.CS. _. _________ - BY Ai•-•Ori.":IVt 0 DA Tf" -...._.____. __ ..--------- .--.... - - --- - ..---. --- - • -- ---------------------- --. .,...........-.................,-..........,,,....,............................................. • t--- __- ..,.......--..........1.......... • ^7. A 3/..", W/ HANGER i)F • IC 0;. W/ 1!64 1 1 HANC,FR FRAMING PLAN : 1 /8" --, 1 -- 0" ifierAnr/SW FAC:LITIE:S DEPARTMENT EX1`.-j. 4' E iY,TR LIAUBURN, WA. EVERE TT, WA. K EN T, WA. I_ PORTLAND, OR. RENTON, WA. NI SEATTLE, WA. ; . • , ' • • „ • • ..!!• 4 • „, • 4 98002 { I t r h. XIS 1..6 /4>b9 rtx,c n 6 4 //1. 71"/ i • ea. 1110,-. 98201 98031 97220 98055 98124 1 • .e. USE .74 " APA RAJ[! ) Sit/RD- 1-TT OOR (V3 w/ 10d COMMON NA;1_S A (( BOit A R 6" OC FRAMED E DG[S \\ 00 FIELD eLocKING NOT ACCEPTABILITY DESIGN AtiP/Oil !c..; APPROVE() A'PPOWO f3' s`. - PLYWOOD PANE!. EDGIS OAt DRAWN B EDDIE P. DUARTE CP1.04.F OA 11, 4- 71-93 J. OURKS cot. c. 10 APPRO \ (er 4.121VVED SUB TI TL E 4 - 24-93 nTLE - ;, 6) N.1(7-. 1 ` ; LEGEND: GENERAL NOTES: 4.www■Ifts ON • .4.14,•a,Sea.%■■•••ONVO4•1**, fiNtignaNIMMINAVIriMaaliPimascalifilinsfoli vaikr.rtiapr. A H(., LiVE 25It'Si H.'s,. APE 1Hvi ;T PE) HL. P.TY A( HAL. 1_((2,A, H: Hfl, VV f,; y•--)1)N i 11 2 i••• A ' T fls •.; % TA!. :SW-. A504 •OR '0"VJA. HATI(,)N FRAMiNG CONSTRUCTION NOTES: RECEIVED CITY OF TUKWILA JUN 1 6 1993 PERMIT CENTER CITY OF TUKWILA APPROVED • 'JUN At 199 ) N * IOW fu!th !,..urvey of the c"".7".9`it';'•3 71,!!',,ifl:Pcs N1).; di w th;!. G.5 25110 2S1111 KEY PLAN__ ATTIC FRAMING PLAN BUILDING 21-01.2 I .s ; !::A m A f 1r. 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