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Permit 6745 - Boeing #7-68 - Walls and Lighting
6745 91-193 boeing #7-68 6840 southcenter boulevard Permit 6745 - Boeing #7-68 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: DATE: 8 j / Z3 /9/ 4# PRINT NAME: 0 G C N N G A- to R- COMPANY: ,t 4 O' / /V Cr TYPE OF CONST.: - hr BC EDITION (year) 1988 SETBACKS: N — S — E— W— FIRE PROTECTION: ®Sprinkle 0 Detectors 0 WA UTILITY PERMITS REQUIRED? 0 Yes Q No (through public Worlcsl ZONING: BAR /LAND USE CONDITIONS? 0 Yes 0 No CONDITIONS (other than those noted on or attached to pormit/plans) ARCHITECT . ADDRESS ZIP PR PE ER John C. Radovich PHONE 454 - 6060f ADDRESS 2000 124th Avenue N.E., Suite B, Bellevue, WA ZIP 98005 CONTRACTOR KBI Interiors PHONE 889_9400 ADDRESS 4055 Lake Washington Boulevard, Suite 200, Kirkland, WA ZIP 98083 WA. ST. CONTRACTOR'S LICENSE # KBINTCC160QF EXP. DATE 10 -31 -91 PHONE ARCHITECT . ADDRESS ZIP CITY OF TUKWILA Dept. of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING PERMIT NO SITE ADDRESS 6840 Southcenter B1 Division 98188 BUILDIN3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) <:> DESCRIPTION BUILDING !PERMIT FEE PLAN CHECK':FEE >; • AMOUNT RCPT: # 690.00 Y: 099.00 .'Fi726 :. BU.ILD.INGSURCHARGE<:: > TOTAL DATE SUITE # CONSTRUCTION - $ 400,000.00 ASSESSOR ACCOUNT # 295490- 0425 -00 PROJECT NAME /TENANT Boeing 117 -68 TYPE OF 0 New Building U Addition LA Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct walls and lighting to accommodate office use. APPROVED FOR ISSUANCE BY: CERTIFICATE OF OCCUPANCY NO. qi-OcH BUILDING OFFICIAL DATE: t nis permit shall become . null and void if the work 'is not commenced within 180 days from>the d ate or. issuance, or if the work is suspended; or abandoned for pe oft 80 days;from the lastinspecti DATE ISSUED: PERMIT NO. CONTACTED " - 'SYle:ct D, Ric DATE READY DATE NOTIFIED .. . 1_ q 413 " l ( (Init. PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING 3RD NOTIFICATION BY: (Init.) PROJECT NAME 13 0-0 r2i VLS SITE ADDRESS PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FE OCC. SQUARE O : , . 3 SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET TOTAL 000 LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. INIP FIRE PROTECTION: FIRE DEPT. LETTER DATED: g TYPE OF CONSTRUCTION: Detectors Date Approved - INSPECTOR: S/3 0 OTHER S4 BUILDING - final review REVIEW COMPLETED REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? fl Yes INIT: INIT: 411 BUILDINGERMIT APPLICATION TRACKING ZONING: PUBLIC WORKS LETTER DATED: SUITE NO. BAR/LAND USE CONDITIONS? won BC EDIT O (year): Hee oe/rnreo CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION` MUST BE 'FILLED O:UT: COMPLETELY VALUE OF CONSTRUCTION - $ ASSESSOR ACCOUNT # YsWa —ic • SITE ADDRESS rae - QGpG, SU TE # BZ /7a. 74 /31#2O% PROJECT NAME/TENANT 7 /7 1- 7 • TYPE OF ❑ New Building Addition is Tenant Improvement (commercial) WORK: ❑ Rack Store's ❑ Reroof ❑ Remodel residential ❑ Other: DESCRIBE WORK TO BE DONE: ea,v�7iQl/GT GG-�j G• /�/��i�t/�7 r'- �� /�/�t�L �S ,44/U CGU/!--iD,dfT BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? No Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: � yZ � Tenant Space: ,G 87/ Area of Construction: /G WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTI'LE OR HAZARDOUS MATERIALS IN HE BUILDING? , No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER � �' ,�,pv /ey ADDRESS e p a � , //- CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ADDRESS BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME C7GC� G/Ser2 ADDRESS /10) 7 r W. CONTACT PERSON ��� CAIN -_'��Q DATE /4 /( PHONE 9? ° 3 �� CITY /ZII�� l fetirr PHON APPLICATION SUBMITTAL. In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Appiirlation and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current tee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by limitations, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 5 -i BUILDIt PERMIT APPLICATION Demolition (building) PHONE g�� 47E, l , ZIP r � 9 4 .— PHONE EXP. DATE PHONE DATE APPLICATION EXPIRES ZIP ZIP 7 RACtC STORAGE J Completed building permit application P Assessor Auxaunt Number • a • (2) 413. of plans; which iridude' l�uAdu,g floor Pier; shovrir►g ;; • E=nds spaoo: where racks v 1 .4.1 1 ? e .. Exit d oard •'tmensiane of ab elates;: `; is not egad floor' Phan showing took NOTE:;`!naiads cllmenaions'of racks metopf and exit kola o n plan Structural calculations stamped by .enginear.(rack arenas 8` and RESIDENTIAL --- NEW fArwlfLY DW8 8/AD SbBMITTAL CHECKLIST COMMERCIAL . NEW COMMERCIAL BUILDINGS/ADDITIONS a Completed b uilding permit application (one for . eacb stttroture) `. • Assessor A000unt Number Two sets (2) of the fallowing Ca Spardfications Structural ceiculations stamped by a Washington Std lioan;od enOlureer Sails report'stamped by ,a Washington State licensed a rtoer :. a Topographic I survey Q Energy calculations stamped by a Washington State Uoun tted: engineer or architect a Legal description a Working drawings, stamped by a Wasfdrigton State 1kr architect, :which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations Civil drawings .• Landscape plan n Completed utility permit application (one for entire project); a Six (6) sets of civil drawings: NOTE see: utility permit. application and cheddat fw• l submittal 'Tau/foments. cOMMERCtAL TENANT IM ROV TS Completed buliding permit;applkattar, (ono far cad :imEaturo or tonant) As ees*or;Account Num Two (2) sets of caietruod pfenn, whtah (ocfudet Lacad of an�tt space . • :IEwxit Ptnposed perking 6uii g pier► •. 't enau,t lacatlort ..... • rise of adjeusari (corrun well) tenant + O e *fl c mansions c# butfdfng or square footage floor 044 : 4 proposed tenant ap ace ' Tonant space pion wkh Wua of each room lsbelied. • Exit doora,:egress pattern • Neisr malls,: existfnq,wall, snd wad. to be demal lahecf (� Garl6tnlCf30ri dswls Cross seGttorts showing wilt crurstru anc# meth aaanhntent for ?I$f $fld oaIUirg C Struoturo�i tiaras etampod by a Wsabingtcn Steto lfoentc enginaor may be raquirad if siruotumi work Is to be don®(2 se NOTE if tiny utlGtyWant Js ba c* ne eubmrt.separate ut y petit applcadolr and ptanr REROOI= Slto l?Uin .......... .... ............. Aur see sot Accou . Number; 'Two sets t2) o f wod4ng drawings, ii ,h' indud�. ► Si te plan A .*..� — , (Orr platy showabsa stMytrrirruk ►: Foundadan plan krakrtiapacs+ss :a • F oo : ov rlar troti� ! '''',Ai.. . Buildn9 ela tiorrs (all vfewa ±.Building cro ss- saolion $tiucturai framing plans Washington S Energyr. diem?: Completed utili p er m it app lication 'Six (6) stets of site plana.s utitias utiIhy sit plan ma be conn4a,od ,Sob . she 016 tre ekllst far epch t o subn*ol n o r7s lnf orrnatl o n ma bur tequlnd r7 oven& Completed bulb: sassdrAocount N Natnative describing e • bei tn; NO TE A crardfk g lottar bo r+aqurrecl . .. of the perr►b'C ro ect: 1 7 w Type of Inspection; p r h G „ Q Address: r 0trb I 0 5 r C.r' Y . pL, i 1✓ , ,„ �U.) ' Date Called: / ' ,_ 9 /. 6 3 j O , (Tt Special Instt uctions: )t Gl Date Wanted: 1 / Requester: ,Phone No,; 0 1 )l w;,.,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 T Approved per appl COMMENTS: Inspector: o,: INSPECTION RECORD Retain a copy with permit es. E}-- Bo us- reg prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon i "1 "4 e: (74 PERMIT NO. (206) 431 - 367 0 • ro ect: a CC- Type of Inspedlo Address; (s? 8 Li a '� c . t�t., vo . Date Called; Date Wanted; 16 z-9 f91 10 f . St 191 am.0 Spedal Instructions: ' Requester: ! mac y Phone No.: (s 1 13! Voice(' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, 'Tukwila, WA 98188 ❑ Approved per applicable codes. L i Corrections required prior to approval. COMMENTS: t a • (rZ.s t. ten vr. ,BR K ROt)M N IttA N N 1. Ar4 "'S . - T — ,° 3 2 'A- vt.. St", 'C V 7 S D- ,1 -- ASTit Ar,1 h�Fti f' 4 5 ► S-J S L t _ vv■■ sS-; T' "t • ❑ $30.00 REINSPECTION FEE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Suite 100. Call to schedule reinspection. Receipt No,: 0 INSPECTION RECORD Retain a copy with permit fi;oviotE F4✓._:2-O Date: (206) 431 -3870 Project: • ' A�� 7 1 ► ype of Inspection; I Yt'. • .. ' 1 , Ir. • • s toss; t 9 1 a `e -4 ( Skid ►:te a e•: (c --� a3 -q./ Special Instructions: Date Wanted; Requester: .3 Phone No.: Gjr`�DCI " jaik '. INSPECTION RECORDC Retain a copy with • permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 :Approved per applicable codes. [Inspector ❑ Corrections required prior to approval. COMMENTS: C , . ) G ; ( , o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd :, Suite 100. Call to schedule reinspection. roe oc,t o nspectloQn; Address: tabs ,1 blvd Date Called :. i © :,, - r ..... a Date Wanted: (6 ' 22— f i am. Special Instructions: 1 -19. Requester: Phone No.: CITY OF TUKWILA . BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 0 Approved per applicable codes. Inspector: INSPECTION RECORDC Retain a copy with permit PERMIT NO. (206) 431 -3670 0 Corrections required prior to approval. COMMENTS: a: ( a/►vcA,: f w �3 / t' - t ►:j `"I Lc C' y2 (AA rt''S Are P t , Date: O $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ri ,? I ts. PROJECT: IVAN' — 7 LA PERMIT NO. 0 45 SITE ADDRESS: • 0 L. .7� . _ A ! AI , j ,i DATE CALLED: - J ' TYPE OF INSPECTION: �f /I MINK DATE WANTED: REQUESTER: fd — M.) •-- / a.m. j SPECIAL INSTRUCTIONS: i PH ONE ( (2 INSPECTION RESULTS /COMMENTS: CA5-L),It 1 a. _ f W v- 4. INSPECTOR: ". v � - DATE: 1 0 - 15 ' CITY OF TUKWILA Dept. of Commun/ty Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: IM;,,,11, PERMIT NO. l " SITE ADDRESS: 14 00 4111MIMAIIVellgrA1111 DATE CALLED: 9- ) -q 1 TYPE OF INSPECTION: At .. A DATE WANTED: ! - j -- , �) SPECIAL INSTRUCTIONS: REQUESTER: IV" PHONE NO.: l' (q _ _ /i,,, INSPECTION RESULTS/COMMENTS: r a- ' 7..r . f- 0t, ...e e1 r-t? -- S r INSPECTOR: ,, , , ,, _, by DATE: 0 -- -- . .l li i .t , i ✓.c .. �. �i!���i.9.} CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: F Il i i Tw I — ! ► 1 t PERMIT NO. in SITE ADDRESS: 0% O 50 ut Q' rte( DATE CALLED: 1 0 - S' -C 1 ) i o' q -' aI a .m. ltzQ r TYPE OF INSPECTION: � 11 . / DATE WANTED: SPECIAL INSTRUCTIONS: REQUESTER: -r' • / - 1 b vo tL� PHONE NO.: q INSPECTION RESULTS /COMMENTS: a,t:w 9 1 nrci y2.e 6_.. sp crc 3 . C.a . M C-7-04- .4••V1 V-" r 1 l�n a ■N‘ 1?giR1%/ CsC • SP z S ( )-L-L, Pa a.-- A D 2-O '31 3T�'Y+\ J t t.. e7 C R.44..i c c� h A 21■ B N c1 r�lLy W t 1 P S to 6 en ∎ - 11)% I A e P e- ovvct._ • O c-cri w N O4c.w t - MX.1 - � ` INSPECTOR: DATE: J - 0-- `5-91 a••..,.., n. , m... STrl' ,^S3:.tt::.i::A4'..`''L5;b1'l.{ .. , CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 • 1 ^Urns. •x�•r. ,o A INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 SPECIAL INSTRUCTIONS: ■ all REQUESTER: _ i ll 0 ( — /3 PHONE NO.: iPROJECT: t SITE ADDRESS: TYPE OF INSPECTION: INSPECTION RESULTS /COMMENTS: INSPECTOR: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ij EtY.:E'i�rFtkD.IF: '.fi..'.•i t tef :Z:7'.Lj•'. INSPECTION RECORD 6300 Southcenter Boulevard —. #100 Tukwila Washington 98188 PERMIT NO. DATE CALLED: /0 - l�01 DATE WANTED: .- G lA1V3 t„ 1-oc Us -1-ay r Q 11 Y�v • ��cn.�c.J� . yr DATE: SPECIAL INSTRUCTIONS: REQUESTER: e-7L' PHONE Na: o Sly - .S� CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: SITE ADDRESS: fro �o • �,� �_ TYPE OF INSPECTION: INSPECTION RESULTS /COMMENTS: INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PERMIT NO. DATE CALLED: ..a , ,....,... r, ),5....n ,. rgri;:r!; ^iii.: r:a,.. �" iif? i^ ttitv�2wti� !;t;^:r.•y.[�•viia':�'� DATE WANTED: 9 -d :�c` o-r�' e'!; i,' �':` J�; r.' At'• al•. 2?`.? a'.' 4` Aa.;< H trow> arreuran;: lr, 5f lr! c` liux; cya;'*.;f, *aS`,f';.x$ii',N� "� >: CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 3./W ' b o, INSPECTION RECORD Si 6300 Southcenter Boulevard— #100 Tukwila Washington 98188 PERMIT NO. (P .... PROJECT: L r,_,[�J7 SITE ADDRESS: ozgr e ,o DATE CALLED: ii TYPE OF INSPECTION: SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: "' INSPECTION RESULTS /COMMENTS: -- C . C, F Lk ,,,� C 5 l&- A P 6tkO"� ( 1<.... sC. r t2 INSPECTOR: L5 DATE: 4 9'' 24~°1 :�c` o-r�' e'!; i,' �':` J�; r.' At'• al•. 2?`.? a'.' 4` Aa.;< H trow> arreuran;: lr, 5f lr! c` liux; cya;'*.;f, *aS`,f';.x$ii',N� "� >: CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 3./W ' b o, INSPECTION RECORD Si 6300 Southcenter Boulevard— #100 Tukwila Washington 98188 , --c City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRS DEPARTMENT FINAL APPROVAL FORM Project Name Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 1 s� . "2 • Retain current inspection schedule Needs shift inspection Approved without correction notice / Approved with correction notice issued ?. Authorized Signature Gary L. VanDusen, Mayor Control No. Permit No. Suite # // Date FINALAPP.FRM T.F.D Form F P. 'h, 46 FIRE RESISTANCE DIRECTORY FIC RESISTANCE RATINGS (BXUV) -- . ntinued 3/4 in. long by the height of the fixture plus 1 in.: remaining two opposite side pieces each is 22 1/2 in. long by the height of the fixture. Pieces assembled with 8d nails spaced 5 in. O.C. •Bearing the UL Classification Marking • �--- T" Min. Design No. D203 Restrained Assembly Rating --2 Hr. Unrestrained Assembly Rating -2 Hr. Unrestrained Beam Rating -2 Hr. 0 0 0 1 • . • • .'�" .. .12;1/2" 1 -- t-3 /e" te•s /e" Beam —W8 x 17, min size. 1. Normol•Weight Concrote— Siliceous or carbonate aggregate, 150 (+or.) 3 pcf unit weight, 4000 psi compressive strength, vibrated. 2. Steel Floor and Form Units'— Non•composite 1 -1/2. 1.5/8 or 3 in. deep galv units. Alternat• ing one 24 in. wide, 14 to 22 MSG fluted unit to one 24 In. wide, 16/16 to 20/20 MSG min cellular unit, Welded to supports 12 In. 0.C. Adjacent units welded or button•punched togeth. er 36 in, 0,C. at side joints. Walker, Div. of Butler Mfg. Co, —Types B. BF, 1.5/8 N, 1.5/8 NF, 3N, 3NF. Roll Form Prods., Inc. —Types C15LF, C33LF, P15LF, P33LF. Alternate Construction— Composite units of the same type listed above may be used provided allowable loading is calculated on the basis of non - composite design, 3. Hanger Tabs —No. 18 MSG galv steel, 2 in. wide, 3.11/16 in. long, hooked at one end for at• tachment over male leg of steel floor units, spaced not over 48 in, 0.C. 4. Air Duct —No. 22 MSG min galv steel. Total area of duct openings not to exceed 576 sq in, per each 100 sq It of ceiling area. Area of individual duct opening not to exceed 576 sq in. Max dimension of opening 30 in. Outside face of duct throat protected with 1 /16 in, thick as- bestos paper. Duct supported by 10 MSG galv steel angles, 1.1n. legs, bolted to 14 MSG galv steel duct hangers, bolted to hanger tabs 48 in. 0.C. As an alternate to the galv steel duct, air ducts fabricated from rigid Air Duct Matorials•may be used in lieu of steel ducts. The total area of duct openings not to exceed 113 sq In. per each 100 sq ft of ceiling area. Area of individual duct opening not to exceed 113 sq in. Max dimension of opening 12 in. The sheet steel duct outlet is positioned at the center of a 24 in. long, 22 MSG sheet steel duct liner. The sheet steel duct outlet is insulated with a nominal 1 in. thick. 5 pcf density rigid glass•fi- bor material. The ducts are supported by 16 MSG, 1-1/2 in. deep cold.rolled steel channels, suspended from the steel floor units with 12 SWG galv steel hanger wire. Channels are locat- ed directly below the sheet steel duct liner, one on each side of the duct outlet and are spaced between outlets at 72 in. O.C. for ducts up to 36 in. wide and 48 in. 0.C. for ducts between 36 and 60 in. wide. Manville Building Materiels Corp. -- Rigid, Class 1. Owens•Corning Fiberglas Corp, — Rigid, Class 1. 5. Damper —No. 14 MSG, galv steel. Protected on both surfaces with 1/16 in, ceramic fiber pa• per and held open with a Fusible Link (Bearing the UL Listing Mark). Damper to overlap duct outlet 1 In. min, In lieu of the dampers described above, Duct Outlet Protection System A as described in the Design Information Section may be used with steel ducts. 6. Fixtures, Recessed Light — (Bearing the UL Listing Mark). Fluorescent lamp type, steel housing, 2 by 4 ft size. Fixtures spaced so their area does not exceed 24 sq ft per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. Fixtures and ballasts must be considered for these ambient temperature conditions before installation, 7. Fixture Protection — Acoustical Materiels•-5/8 In. thick, cut into pieces to form a five sided enclosure, rectangular in cross•section, approx 1/2 in, longer and wider than the fixture with sufficient depth to provide at least 1/2 in, clearance between the fixture and the enclosure, The pieces are held together by 8d nails spaced 4 in. 0.C. (S) surface perforations, Celotex Corp. —Type 5/8 In. 0 (S). 8. Fixture Stabilizer —One per fixture assembly Min 0.053 in. thick (16 gauge) painted steel FIRE RESISTANCE DIRECTORY FIRE 'SISTANCE RATINGS (BXUV) --Co .hued channel, formed as a yoke, secured to web of suspension members adjacent to long dimen- sion of and at . midspan of each fixture. When the type 1650 metal pans are used (See Item 10A); One min. 0.047 in. thick (16MSG) galv steel channel yoke per all light fixtures, secured to the web at midspan of cross tee on each side of fixture. 8A. Fixture Stabilizer —(Not shown) (Optional) —Min, 0.020 in. thick (25 MSG) painted steel spacer bar formed as an angle with 1 in. legs and hemmed edges and slots perpendicular to and near the ends of the spacer bar for engaging over the bulb of the tees. Engaged over the bulb at midspan of the cross tees on each side of all light fixtures and over the bulb of the adja- cent cross tee. 9. Hanger Wire —No. 12 SWG galv steel, located at every intersection of the suspension system members, not over 48 in. 0.C, in any one direction and 24 in. O.C. in the other, 24 in. O.C. around air duct outlets, adjacent to main runner splices and at the ends of suspension system members near walls. 10. Steel Framing Members' —Main runners nom 12 ft long, spaced 2 ft 0.C. Cross tees nom 2 ft long installed perpendicular to main runners 4 It O.C. Where 24 by 24 in. lay-in panels are used. 2 11 cross tees spaced 2 ft O.C. Armstrong World Industries, Inc. -Types AFG, AFG-A, When Type AFG -A. steel framing mernbers are used, the Assembly and Beam Ratings are 2 hr. Chicago Metallic Corp.—Types 11, 250, 260, 850, 860, 1850, 1860. When the Type 260, 860 or 1860 steel framing members are used, tho Assembly and Beam Ratings are 2'hr. Eastern Products Inc., Sub of Armstrong World Industries Inc. - -Types V. VA, V- MOD, VA -MOD. When the Types VA, V -MOD or VA -MOD steel framing members are used the Assembly and Beam Ratings are 2 hr. National Rolling Milts Inc. —Types FST -6000, - 6000A, -8000, - 8000A. When Types FST -6000A or FST -B000A steel framing members are used. the Assembly and Beam Ratings are 2 hr. 10A. Steel Framing Members' —Metal pans —(Not shown) (Optional)— Channel - shaped metal pans in various colors and finishes, installed perpendicular to cross tees or main runners and spaced 4 or 6 in. 0.C. The flange edges of the metal pans engage and interlock with the vent- cal tabs of the corresponding grid adapters with tabs 4 or 6 in. 0.C. (See Item 108). End laps joints of the metal pans shall occur adjacent to main runners or cross tees. The metal pans shall each be supported by at least two main runners or cross tees. Chicago Metallic Corp. —Type 1650, 108. Steel. Framing Members' —Grid adapter —(Not shown) (Optional) --For use with Type 1650 metal pans (See Item 10A). Angle - shaped adapter with a looped return flange: installed paral- lel to cross tees or main runners by engaging return flange of adapter to the flange of the cross tee or main runner. The 48 or 24 in. long adapters are intended for use with cross tees or main runners. respectively. Chicago Metallic Corp —Type 1650, 10C. Steel Framing Members' — Filler strips —(Not shown) (Optional) —For use with Type 1650 met- al pans. Filler strips are 0.018 to 0.024 in, thick, steel or aluminum, 13/32 or 5/8 in, deep by 3/4 in, wide, placed between the metal pans. Chicago Metallic Corp. —Type 1650, 11, Acoustical Material' —Nom 24 by 24 or 48 in. lay -in panels. Border panels supported by min 0.020 In, thick (24 gauge) paintod -steel channels, 1. 1.1/16 in. deep, with 1 in, bottom leg and 3/4 in. top leg. (S)asurface perforations. . Celotex Corp. —Type 1 in, A (8): 5/8 in, D (S). 12. Hold -Down Clips --No, 27, gauge spring steel, placed over main runners 2 ft 0.C. Accessible hold -down clips, min 0.010 in. thick (32 gauge) painted - steel, may be used in lieu of hold- down clips where required. 'Bearing the UL Classification Marking 47 10. 10, 91 Tho Boeing Company Fax Leader FROM Name Supplier or Dept, Phone No. City and State Sublectt Action Required: 1 2 t 20 PM *EtE2«C ENQYNE2Rt~g 7-3CI P01 Oren, NO. ommente amp Local on Telephone No, Looation Telephone NO hum . IOW MALI 10 „ Bldg, No. No. of Pages T @LEPHOhe CALL OR VISIT RECORD TOt Name \ji i: Supplier ! or Dept. 1 � , r - . Phone No. City and State bet. Long Distance Telephone Call St ar ted Ended Local Telephone Call Started Ended y+G Vl elt Started Ended cps OCT 1 6 1991 chA rr' DEPT. AFIZEZAW October 10, 1991 4- 7150 -JFP- 91;1374 Boeing Support Services P.O. Box 3707 Seattle, WA 98124 -2207 Mr. Gary Schenk Dept. of Community Development Building Division City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Subject: Plan Check #19 - 193 Dear Mr. Schenk: Please find enclosed the alternative UL Design Description, D216. Per our conversation, we are substituting this ceiling, assembly to conform with the existing conditions and materials as it was substituted in the first floor tenant space of Kelly Services. mes Petrich -7150, 6Y -73 393 -1880 Enclosure TL 1073 you for your ORDO A. CULTUM STATE Of WASitiNNU . Please call with any questions or concerns. Thank expeditious help. inc ©rely, RECEIVED CITY OF TUKWILA OCT 1 01991 PERMIT CENTER CITY OF TUKWILA APPROVED OCT 14 1991 AS NOTED BUILDING DIVISION TRANSMITTAL T°: 6 .) . 1) 1 Vg k`" TO I LA f•■C6 VPPT Refer your Transmittal: Transmitted are the following: BE&C ENGINEERS P.O. Box_ 3707 Seattle. Washington 98124 -2207 Mail Stop 6Y -73 Project: r • Job No.: �► o °" �� RECEIVED Date: C3/ /o ff CITY OFTUKWIIA OCT 101991 File Ref,: / I-iT7- lio•r/TVrr.qnl s I ra/cic*tJr_o„ Zco These Documents are: El Per Your Request 0 For Your Record Please .notify'. us promptly if there are any further questions. Copy To: j Vr1' X•24829 REV. 10/99 0 For Your Use Or Information, For Your Review PERMIT CENTER O For Your Comment O For Your Action Design No. D21t Restrained Assembly Ratings -1, 2 and 3 Hr. (See Items 2, 3. 7, 11, 12, 20, 20E, 20F and 21) Unrestrained Assembly Ratings -1, 2 and 3 Hr. (See Items 2, 3, 7. 11, 12, 20, 20E, 20F and 21) Unrestrained Beam Ratings -1, 2 and 3 Hr. (See items 11, 12, 20, 20E, 20F and 21) 1. Beem— W8x15, min sire. As an alternate to steel beams. Type 10.13 min size steel Joists may be used. Spacing of joists not limited. Laterol bracing required. A min clearance of 8 in. shall be maintained between bottom chord of joists and face of ceiling. 2. Normal - Weight Concrete — Carbonate or siliceous aggregate, 150 (+ or 4 3 pct unit weight. 3000 psi compressive strength. vibrated. See Item No. 21 for concrete topping thickness re- quired for houriy ratings. 3. Steel Floor And Form Units•— Composite 1 -1/2, 2 or 3 in. deep. min 22 MSG gels fluted units and /or composite 1 -5/8. 2 or 3 in. deep, min 20/20 MSG gaiv cellular units. When a blend of fluted and cellular units is used. the concrete topping thickness shall be measured from the top plane of the cellular units. Welded to supports 12 in. 0.C. Adjacent units button - punched or welded together 36 in. 0.C. at side joints. Sou Item No. 21 for hourly ratings with various combinations of steal floor units. Chang Ho Steel Co. Ltd. -24 in. wide Typos LF2, LF3. Consolidated Systems. inc. -24 in. wide Types CFD-2, CFD-3; 24, 30 or 36 in. wide Type CFD -1.5. £tixir Industries. Metal Deck Div. -24, 30 or 36 in. wide Type IXR -8; 24 or 38 in. wide Typo LXR -3W. Robertson Co. H. H.—Qt. Types. 24 or 36 in. wide. 2 or 3 in. 99. AKX, WKX; 24 in. wide. 3 in. GKX. United Steel Deck. inc. -30 or 36 in. wide Types BL, BLC; 24 in. wide Types LF2. LF2C,4F3, LF3C. NL and NLC. Vulcraft. Div. of Nucor Corp.-24. 30 or 36 in. wide Types 1.5VL, 1.5VU: 24 or 36 in. wide Types 2VU, 2VLP, 3VU, 3VLP. Types 1.5VU, 2VU, 3VU units may be phos./ptd. Walker. Div. of Butler Mfg. Co.— Hi•Bond Types 24 in. wide 3K1F624, 3KAF424, 3KAF624, 3KF524, 3PA24; 30 in. wide 3130, 3KF530, 3P30; 15, 16. 30. 31 or 32 in. wide 2V, 3V. Wheeling Corrugating Co. Div. of Pittsburgh Steel Corp. -24. 30 or 36 in. wide. Type S8- B16LF; 24 or 36 in. wide. Types SB- P21LF, SB- P311F; 30 in. wide, Type SB -150 or S8 -150N; 24 in. wide. Types SB -200, S8.300. The units may be pbos/ ptd. Alternate Construction— Non-composite units of the same type listed above may be used pro- vided allowable loading Is calculated on the basis of non-composite design. 4. Joint Cover -2 In. wide pressure- sensitive cloth tape. Where fluted and cellular floor units are Installed end -to -end. gaiv steel angles shall be tack - welded to the cellular floor units in such e manner as to cover the cells. 5. Welded Wire Fabric- 6x6- W1.4xW1.4. 6. Shear Connectors—(Optional)—Studs, 3/4 in. diam with 1 -1/4 in. diem by 1/2 In. thick head or equivalent per MSC specifications. 1/2 in. concrete cover required above top of shear con - nector. 7. Electrical Inserts —Preset electrical Inserts Classified as "Outlet Boxes and Fittings Classi- fied for Fire Resistance."' Unless specified otherwise for a particular preset electrical insert type. the spacing of the preset electrical inserts shall be not less than 24 in. O.C. along cellu- lar steel floor units with not more than one preset electrical insert in each 4 sq ft of floor area. LOOK FOR MARK ON PRODUCT : 4 ft. 2 by 2 f4 and 2 by 4 ft fixtures may be provided with or without vented tops for air return purposes. Linear air diffusers (Item No. 13) and linear air returns (Item No. 14) must be"' used in conjunction with nom 20 by 48 in. fixtures. When nom 20 by 60 in. fixtures are used, fixture stabilizers (item No. 16) shall be used in addition to the hanger wires occurring at the ( midspan of the 5 ft long cross tees. When nom 1 by 4 ft fixtures are used. aggregate of fix- tures not to exceed four per 100 sq ft of ceiling area. When nom 2 by 2 ft fixtures are used. LOOK FOR MARK ON PRODUCT aggregate of fixtures not to exceed five per 100 sq ft of ceiling area. When nom 2 by 4 ft, 20 by 48 in., or 20 by 60 in. fixtures are used, aggregate of fixtures not to exceed three per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. Fixtures and bal- lasts must be considered for these ambient temperature conditions before installation. 15A. Fixture Stabilizer -(Not shown) -For use with the Type 1650 metal pans (See Item 20C); one ...min 0.047 in. thick (18 MSG) galv steel channel yoke per light fixture, secured to the web at midspen of cross tee on each side of fixture. 15B. Fixture Stabilizer -(Not shown) (Optional) -Min. 0.020 in. thick (25 MSG) painted steel spacer bar formed as an angle with 1 in. legs and hemmed edges and slots perpendicular to and near the ends of the spacer bar for engaging over the bulb of the tees. Engaged over the bulb at midspen of the cross teas on each side of all Tight fixtures and over the bulb of the adja- cent cross tee. 16. Fixture Stab1M eer -Not shown} -One per 20 by 60 in. fixture assembly. No. 18 MSG painted steel channel formed as a yoke. secured to the web at midspen of 5 ft long cross tee on each side of fixture. 17. Fixture Protection- Acoustical Materiel' -V. in. thick. cut into pieces to form a five -sided enclosure', rectenpular o� trapezoidal in cross section dependent upon fixture type, epprox %a in. longer and wider than the fixture with sufficient depth to provide at least 1% in. clear- ance between the fixture and the enclosure. The pieces are held together by 8d nails. The 1'/., tn. clearance shall be provided by spacers ptaced top cif fixture buflocated`sivey from the ball is When non - air - kindling or air - return fixtures are used, a max 1% in. separation may be maintained between the long fixture protection side pieces and the top piece. When air- supply light fixtures with air boots are used, fixtures end air boots shall be fully-enclosed except for the nom 28'/. sq in. opening needed to accommodate connection to air supply duct. (S). perforations. Armstrong World Industries. Inc Type PIS). Alternate Fixture Protection -Batts and Blankets' -1 -1/4 In. thick, cut Into pieces to form fivesIded enclosures es described above. Pieces held together by 18 SWG gels steel tie wire. USG Interiors. inc -Type FR. 18. Alt Boots -No. 24 MSG galv steel air boots with internal glass fiber insulation are Installed in pairs, along both sides of air - supply light fixtures. and are connected by a 24 MSG galv steel cross-over duct. 19. Air Duct Connector -6 in. diam. Any Class 0 or Class i'Air Duct Connector bearing the UL Listing Mark. 20. Steal Framing Members' -The steel framing members are provided with either steel or alumi- num caps on the exposed flange, depending upon the steel framing member type. When alu- minum capped members are used, the Assembly end Beam Ratings are 2 hr. Main runners and cross tees In combinations listed below; ' A:,' Main runners nom 12 ft long. spaced 48,1n. 0.C. Cross tees nom 4 ft long installed per- '''. pendicular to main runners and spaced 24 in. O.C. When nom 1 by 4 ft light fixtures are used. additional 4 ft tong cross tees installed along length center -line of 2 by 4 ft grid modules; a field-cut nom 12 by 48 in. lay-in panel. bearing a min of 3/8 in. on suspension members, fills in the remainder of such modules. When nom 20 by 48 in. light fixtures and air terminal units (Item Nos. 13 and 14) are used, additional 4 ft long cross tees are installed parallel with and 2 in. from the 4 ft cross tees in the 2 by 4 ft grid module where 20 by 48 in. light fixture is to be installed. The ends of the 4 ft long cross tees forming the sides of the 20 by 48 in. grid module shall engage field- punched routes in the web of each main runner. The field- punched routes must be identical to factory. punched routes and shall be effected using a tool designed for that purpose and provided by the steel framing member manufacturer. When the ceiling Is composed of nom 24 by 24 in. lay-in. panels. cross tees nont 2 ft long Installed perpendicular to 4 ft cross tees. midway between main runners, spaced 48 in. 0.C. -For 24 by 24 or 48 in. lay-in panels. Chicago Metallic Corp. -Types 250. 260. 850, 860. 1850, 1860. When the Type 260, 860 or 1860 steel framing members are used, the Assembly and Beam Ratings are 2 hr. When Type 250, 260, 850, 860. 1850 or 1860 steel framing members are used, the main runner ends may be riveted to the wall molding along one wall and the cross tea ends may be riveted to the wall molding along one adjacent wall. The rivets area intended to facilitate the ceiling Installation. not to replace hanger wires. Consolidated Systems. Inc. -Type 1500. National Roiling Mills inc. Types FST -6000, - 6000A. -8000. - 8000A. When Types FST -6000A or -8000A steel framing members are used. the Assembly and Beam Ratings ere 2 hr. Typo GLBP (consisting of main runners. 4 ft cross tees and steel straps) for use with 24 by 48 in. Type P or PC lay -In panels. USG Interiors, Ina -Type OXL Typo OXLR cross tees. B. Main runners nom 12 ft long. spaced 60 in. 0.C. Cross tees nom 5 ft long Installed per- pendicular to main runners and spaced 24. 30 or 38 in. O.C. Nom 2 ft long cross tees are used to support one end of a 2 by 4 ft light fixture in a 24 by 60 in. module: a field-cut nom 12 by 24 in. lay4n panel. bearing a min of 3/8 in. on suspension members,Ylls in the remainder of such modules. When nom 1 by 4 It light fixtures are used, additional 5 ft long cross tees are installed to form 1 by 5 ft grid modules. Nom 1 ft long cross tees are used to support one or both ends of the 1 by 4 ft light fixture; fieldcut lay-In panels. bearing a min of 3/8 in. on suspension members. fill in the remainder of such modules. - For 24. 30 or 36 by 60 in. lay-in panels. Chicago Metallic Corp. -Types 250. 850. 1850. Consolidated Systems, Inc.-Type 1500. National Rolling Mills Inc. -Types FST - 6000, - 6000A, -8000, - 8000A. When Types FST-6000A or -8000A steel framing members are used, the Assembly and Beam Ratings are 2 hr. USG Interiors. Ina -Type XD. C. Main runners nom 12 ft long, spaced 48 in. O.C. Cross tees nom 4 ft long installed per- pendicular to main runners and spaced 48 in. 0.C. -For 48 by 48 In. lay -in panels. Armstrong World Industries, Inc.-Types AFG, AFG -A. When Type AFG-A steal framing members are used. the Assembly and Beam Ratings are 2 hr. LOOK FOR MARK ON PRODUCT Chicago Metallic Corp. -Types ZbU, lieu, 1 u Consolidated Systems, Inc. Type 1500. National Rolling Mills Inc. Types FST -8000, .8000A, -8000, - 8000A. When Types FST -6000A or -8000A steel framing members are used. the Assembly and Beam Ratings are 2 hr. USG Interiors, Inc.-Type DXL Type DXLR cross tees. tabulated below. Border panels supported at walls by 24 MSG painted steel channel. LOOK FOR MARK ON PRODUCT 17, In. deep. with a 18/16 In. bottom flange. (S) =Surface perforations, (P) =Through perfora- tions. Footnotes on following page. Restrained Concrete And Topping Unrestrained Unrestrained Nom Panel Size, Acoustical Material Thickness, Steel Floor Assembly Beam In. Type In. Unit Type Ratings Rating 20 by 60 P(S or P) or PC(S)ttt 21/2 F. C or B 2 hr 2 hr 20 by 60 P(S or P) or PC(S)tt 21/2 F or Bsubl 2 hr 3 hr 20 by 60 P(S)t 3V. F or Bsubl 3 hr 3 hr 20 by 60 3% P(S or P) or PC(S)tt F or Bsubl 3 hr 3 hr 24by24 8F(S)Ift 2'/ F,CorB 2hr 2hr 24 by 24 BF(S)tt 21/2 F 2 hr 3 hr 24 by 24 BF(S)tt 3% F 3 hr 3 hr 24 by 24 or 36 Mint 2' /, F, C or B 2hr 2hr 24 by 24 or 36 PC(S)t 2%, C or 8 2 hr 2 hr 24 by 24 or 36 P(S)tt 2/ F 2 hr 3 hr 24 by 24 or 36 P(S)tt 31/2 F 3 hr 3 hr 24 by 48 or 60 P(S or P) or PC(S)ttt 21/2 F. C or B 2 hr 2 hr 24 by 48 or 60 P(S or P) or PC(S)tt 21/2 F or Bsubl 2 hr 3 hr 24 by 48 or 60 P(S)t 3'/. F or Bsubl 3 hr 3 hr 24 by 48 or 60 PC(S)t 37. Bsub 1 3 hr 3 hr 20 by 48 or 80 P(S or PI or PC(S)tt 3' /, F or Bsubl 3 hr 3 hr 30 by 30 • P(S)jfit 2' /, F. C or B 2 hr 2 hr 30 by 30 PC(S)t 21/2 C or B 2 hr 2 hr 30 by 30 P(S)tt 2'/ F 2 hr 3 hr 30 by 30 Pislfit 3'/, F 3 hr 3 hr 30 by 60 P(S) or PC(S)tt 2'/, F. C or B 2 hr 3 hr 30 by 60 P(S)tt 3Y F. C or B 3 hr 3 hr 30 by 60 PC(S)tt 3 / C or 8 3 hr 3 hr 36 by 36 PC(S)ttt 2%, F. C or B 2 hr 2 hr 36 by 36 PC(S)tt 2'/: For Bsubl 2hr 3hr 36 by 36 PC(S)t 31/4 Bsubl 3 hr 3 hr 36 by 36 PC(S)tt 3Y, F or Bsubl 3 fir 3 hr 36 by 60 PC(Slit 2%, F. C or 8 2 hr 3 hr 38 by 60 PC(S)tt 3 % C or 8 3 hr 3 hr 36 by 60 PC(S)tt 3Y F 3 hr 3 hr 48 by 48 PC(S)tt 2Y F. C or B 2 hr 3 hr 48 by 48 PC(S)tt 31/2 C or B 3 hr ' 3 hr 48 by 48 PC(S)tt 3Y, F 3 hr 3 hr F =All fluted steel Boor units: C =All cellular steel floor units; B =Any blend of fluted and cellular floor units; B =Blend of one cellular steel floor unit to one or more fluted steel floor units. 1—Hourly ratings apply when used in conjunction with Duct Outlet Protection System A. tt —Hourly ratings apply when used in conjunction with either the larger duct outlets (576 sq in. per 100 sq ft of ceiling area) or Duct Outlet Protection System A, but not both. tit— Hourly ratings apply when used in conjunction with both the larger duct outlets (576 sq in. per 100 sq ft of ceiling area) and Duct Outlet Protection System A. Armstrong World industries. Inc. —Type Y. or' /. in. P. Type' /. In. PC, Type' /. In. OF. Type P (S, P) or PC(S) 16 mm thick 600x800 or 1200 mm. Those metric size panels may only be used with the metric size grld described under Item 20A. Hourly ratings shown for 24 x 24 in. size panels apply to 600 x 600 mm size panels white ratings shown for 24 x 48 in. panels apply to 600 x 1200 mm size panels. 22. Hold Down Clips —(Not shown)—No.,28 MSG,spring stee4 When ceiling is composed of nom 24 by 24 in.. 24 by 38 in., or 30 'liy 30'in. lay -iri panels. one clip placed over bulb of cross tee near cross tee midpoint When ceiling is composed of nom 20 by 60 in.. 36 by 36 in.. 24 48 1 30 by 60 in., 36 by 60 In., or 48 by 48 in. lay4n panels. two clipsplaced,ovet liulfi P ac cross tee,near„ cross tee quarter-points,, One leg of each ciip.ii.tO>be.cutofLwben ,placed b o ed over,bulf cross tee adjacent tolong s�idde of I(ght fuimre. 23. Accessible Hold.Down"Clips = y'NofShown) =No. 28' MSG pring steel. To be used in lieu of hold -down clips on each access panel in ceiling. 'Bearing the UL Classification Marking LOOK FOR MARK ON PRODUCT (b) (c) Restrained Assembly Ratings -2 and 3 Hr. (See Items 2 and 16) Unrestrained Assembly Ratings -2 and 3 Hr. (see items 2 and t6) Unrestrained Beam Ratings -2 and 3 Hr. (see Item 16) 1. Beam— X8x15. min size. 2. Normal- Weight Concrete — Siliceous or carbonate aggregate; 1543 pcf unit weight. 4500 psi compressive strength. Restrained Unrestrained Minimum Assembly Assembly Concrete Rating, Hr. Rating, Hr. Thickness, In. 2hr 2hr 2'/, 3hr 3hr 31/2 3. Steel Floor and Form Units' — Composite 11/2 in. deep gals units. Min gauges are No. 22 GSG for fluted and No. 20/20 GSG for cellular. Floor may consist of: all fluted; all cellular, any blend of fluted and cellular units. Welded to supports 12 in. O.C. max. Adjacent units but- ton- punched or welded together 36 in. O.C. max at side joints. INRYCO, inc. -24 in. wide Hi -Bond Types 8 and BF. Alternate Construction — Noncomposite units of the same type listed above may be used pro- vided allowable loading is calculated on the basis of noncomposite design. 4. Welded Wire Fabric - 6X6— W1.4XW1.4. 5. Joint Cover -2 in. wide pressure - sensitive cloth tape following the contour of the steel floor units. 6. Shear Connector Studs — Optional— Studs. '/. In. diem by 31/2 In. long (after welding), head - ed-type or equivalent per RISC Specifications. Welded to top flange of beam through steel floor units. 7. Hanger Tap —No. 18 GSG gaty steel. 2 in. wide by 3'/, in. long. hooked at one end for attach- ment over male side joint of floor units; other end provided with hole for attachment of hang- er wire. Spaced along side joints of floor units as required for hanger wire locations. 8. Hanger Wire —No. 12 SWG gals steel, max spacing 48 in. O.C. along each main runner adja- cent to intersections with cross tees; also at the four corners of grid modules containing light fixtures and /or air boots, at center of each cross tee forming the long sides of grid modules containing light fixtures and/or air boots. on main runners at all four corners of air boots, at center of all cross tees located adjacent to and parallel with walls. and within 6 In. of each main runner splice location. 9. Steel Framing Members' —Main runners nom 12 ft long, spaced 4 ft O.C. Cross toes nom 4 ft long installed perpendicular to main runners and spaced 2 ft O.C. USG Interiors, Inc.—Typo DXLP main runners, Typo DXL or DXLR cross tees. 10. Fixtures, Recessed Light—Mewing the UL Listing Mark.) Fluorescent lamp type, No. 20 MSG steel housing, In sizes and spacings listed below. Wired in conformance with the National Electrical Code. Fixtures and ballasts must be considered for these ambient temperature condi- tions before installation. (a) Nom 24 by 48 in. light fixtures. spaced so their area does not exceed 20 sq ft per 100 sq ft of ceiling area, or Nom 5 by 48 in. fight fixtures. spaced so that the aggregate of fixtures does not exceed 5 six fixtures por 100 sq ft of ceiling area, or Nom 9 by 48 in. light fixtures, spaced so that the aggregate of fixtures does not exceed nine fixtures per 200 sq ft of ceiling area. 0 The nom 5 by 48 in. and 9 by 48 in. light fixtures (Items l0b and 10c, respectively) are Clas- W x' sified as Fixtures. Recessed Type, Electric. Classified For Fire Resistance' in addition to bear- ing the UL Listing Mark. When the nom 5 by 48 in. or 9 by 48 in. light fixtures are used, the W - grid retainer hooks" located diagonally on two corners of each fixture shall ba engaged over 0� the bulb of the main runners supporting the light fixture ends. (See installation Instructions ILK. sheet Inside each carton of 5 by 48 in. and 9 by 48 in. fixtures.) USG Interiors. Inc. CC 11. Fixture Protection — Acoustical Material•-5/8 In. thick, cut into pieces to form a three -sided t enclosure. The fixture protection for the nom 24 by 48 in. light fixture is trapezoidal in cross- LOOK FOR MARK ON PRODUCT CITY OF TUKWILA 6200 SOUTNCE'NTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -193: Boeing #7 -68 6840 Southcenter B1 PII0NE 11 (206) 4331800 THE FOLLOWING COMMENTS APPLY TO AND BECOME T 0 THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall __ posted at th_ a ___job . site prior_ to the start of any _ _ construction. 6. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3 and the requirements of U.L. Design D203. Copy of specification attached to approved plans. Call for suspended ceiling inspection prior to installing ceiling tile. 7. All insulations backing material shall have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for. Barrier Free Facility (1989 Edition). Gary L. VanI)usen, Mayor Boeing #7-68 Page 2 Validity of Permit. The issuance of a permit or approval of plans, : specifications and computations shall . not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction.. No permit presuming . to give authority or violate or cancel the. provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 i 6 Masonry Chimney 431 -3670 •. x 7 Framing 431 -3670 8 Insulation 431 -3670 x 9 Suspended Ceiling 431 -3670 % 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431-3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 6840 Southcenter B1 BUILDWG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. (0`7 tP5 DATE ISSUED: PROJECT: Boeing #7 -68 �- a CALL FOR INSPECTIONS AT LEAST 24 HOURS iN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS Ail approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar Is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses, MA= LI \W. , z 1 O tu a L L ; m ,,``) 4 '• O " Q u Lu P {AN REVIEW CO MELS Plan Check No.: C i 1- ri Project: 4- 7762E3 REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high- strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installatior) is required to meet lateral bracing requirements for Seismic Zone 3. 1 1. Partition walls attached to ceiling id t be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Armed insulations backing material 0 have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney X 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. X 14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final LI \W. , z 1 O tu a L L ; m ,,``) 4 '• O " Q u Lu P {AN REVIEW CO MELS Plan Check No.: C i 1- ri Project: 4- 7762E3 REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high- strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installatior) is required to meet lateral bracing requirements for Seismic Zone 3. 1 1. Partition walls attached to ceiling id t be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Armed insulations backing material 0 have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. Dear Sir: City tit Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control #91 -193 1 July 31, 1991 Re: Boeing Company Building #7 -68 - 6840 Southcenter Blvd. Gary L. VanDusen, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose " .(2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or'. less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be located so 'as to be.i.n 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 10.301) 2.. Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections' & 10.402(a). Exits shall be illuminated at anytime the building is Occupied.' An..emer.ger�cy system shall automatically . provide exit illuminatioh.upon fai,lure'of the main power (UFC 12.107(a)(b)) Page number 2 City ot Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila,.Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) 4. All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) 5. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 6. When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43-7. (UFC'10.401) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 12.105(a)) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame-spread • 1 1 ... . 1. .. . _ . . • _ ••••• City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number Gary L. VanDusen, Mayor 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) This review limited to speculative tenant space. only - special fire permits may be necessary depending on detailed description of intended use. ATTACHMENT A site plan fort dent phase ldg BUILDING DIVISION MEMO To: File # 91 -193 From: R.S.B. Date: July 29, 1991 SubjECT: Fort Dent II.Tenant improvement for Boeing #7 -68 Response to plan review comments of 28May91 Item 1 Proper designation of floor /ceiling assembly will be clarified by the building Architect, Ed Linardich. Letter to this is due. Item 2 The issue of proper lighting fixture spacing will be addressed with item #1 and will be noted on plans. Item 3 Lighting budget calculations recieved Calculations O.K. Item 4 General note to require fire dampers at all rated ceilings is noted on reflected ceiling plan sheet 2A280. Item 5 Applicant has extended fire rated corridor from grid line 4 to 5 at B, consequently classroom 21A4 exits to a rated corridor for one exit, and through one adjoining room, for the other required exit. (part b) this issue has been resolved by the addition of alternate egress paths which will eliminate this passage way as a required means of egress for more than ten occupants. The exiting problems at the East portion of this space plan (see sheet 2A11) were resolved by creating a new 1 hr. fire rated corridor which ends at the stair enclosure at one end and egresses through Reception room 22F7 and finally into the existing Lobby 21E5. Corridor walls and ceilings to provide for 1 hr. protection per detail on sheet A200. Applicant has revised plans as a result of meetings with this office and the tenant. Amended plans meet the performance requirements of U.B.C. chapter 33. Route to F.P.B. this date. July 11, 1991 4- 7150 -J P -91 -1303 Mr. Bob Benedicto Tukwila Building Department. City of Tukwila 6300 Southcenter Boulevard Tukwila; WA 98188 Subject: Plan Rev. #91 -193 Dear Mr. Benedicto: Boeing Support Services P.O. Box 3707 Seatile. WA 98124 -2207 RECEIVED CITY OF TUKWILA JUL 15 19 - 1 PERMIT CENTER Please find enclosed the revised drawings and the additional information you requested for the Fort Dent 2 Tenant Improvement. The additional information includes the Lighting Budget Calculations and a copy of the UL Design Description for ULD203 which occurs at the ceiling. I you have any questions or concerns, please call me. Thanks for your help. DATE PROJECT NAME f2 % 7' ADDRESS CONTACT PERSON . ARCHITECT OR ENGINEER di PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER -' TYPE OF REVISION: SUBMII'tED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * Z' -1- Ti. PHONE J '3300 OP 45/4-i 7a SHEET NUMBER(S) 1 ? 1O X11 2AZ J , d 'Cloud' or highlight all areas 6f revisions 1.nd date re'iisions. Light Fixture Identification Column 4 1 x 2 • a w/Flxture ** No. of Fixtures 10,350 Total Watts Recessed Parabolic Fluor 119 246 " 29,274 Shell & core - Cpuidora Surface Parabolic Fluor 75 4 300 Recessed Downlights /U -tube 26 27 Total Watts Allowable Per Code 624 Track Lighting 150 8 1,200 Recess Downlights 60 6 360 ' Recessed D/L - Metal Halide 87 6• 522 Surface - Wall Wash - W/I 75 8 600 Unadjusted Total Proposed Watts 32,800 Exception I.A. (12, 200) (30 %) Deduct Credlcts Per Code (Sec. 420) 3,660 Total Watts 29,220 Occupancy Description Ares (a.1.) Allowable w /a.f. Per Code* Allowable Total Watts Small offices -work .ns- r..pfarenra rms 10,350 1.7 17,595 Open offices 5,743 1.7 . 9,763 Shell & core - Cpuidora 2,383 1.7 4,051 ' Outside Perimeter ( lineal feet x 7.5 wts.f. ) Total Watts Allowable Per Code • 31,409 • Based on Washington State Energy Code Sections 425 and 428 and Table 4-18. NOTE: One and two - family detached dwellings and the dwelling portions of multifamily buildings are exempt from tho lighting budgets. A. LIGHTING BUDGET PER CODE *See Table 4 -18 on reverse side of this form. BOEING BLDG. 7 -68 2nd FLOOR LIGHTING BUDGET CALCULATIONS B. PROPOSED LIGHTING SCHEDULE (continue on separate sheet if necessary) * *Fixture wattage' includes lamps and ballast. C. Along with this form, please submit a txdef narrative describing the lighting design, Including switching, exterior lights, and special energy saving features (motion sensors, etc.) that would be allowed as credits for Section B above. City of Tukwila Lighting Budget Calculations Boeing - Bldg. 7 -68 = 2nd Floor Attachment Narrative, Item C. 1. The main "lighting scheme consists of recessed parabolic 2' x 4' fluorescent fixtures. Conference rooms (7) are all manually switched, 3 way, at two levels inner tubes and out tubes. Each conference is also switched in two banks - front of room and rear of room. All enclosed offices, store rooms and data rooms are controlled by either a motion . detector or an infrared dual level switch. All open offices and open areas are controlled by occupancy sensors and relay packs: • ,• AZEZEZAW July 11, 1991 4-7150-JP-91-1303 Mr. Bob Benedicto Tukwila Building Department City of Tukwila 6300 Southcenter. Boulevard Tukwila, WA 98188 Subject: Plan Rev. #91-193 Dear Mr. Benedicto: Boeing Support Services P.O. Box 3707 Seattle, WA 98124-2207 • RECEIVED CITY OF TUKVVILA JUL 1 5 1991 PERMIT CENTER Please find enclosed the revised drawings and the additional information you requested for the Fort Dent 2 Tenant Improvement. The additional information includes the Lighting Budget Calculations and a copy of the UL Design Description for ULD203 which occurs at the ceiling. 1 you have any questions or concerns, please call me. Thanks for your help. Very truly yours, BE&C Engineers 46 FiRE RESISTANCE DIRECTORY RESISTANCE RATINGS (BXUV)— Continued 3/4 in. long by the height of the fixturo plus 1 in.: remaining two opposite side pieces each is 22 1/2 in. long by the height of the fixture. Pieces assembled with 8d nails spaced 5 in. O.C. •Bearing the UL Classification Marking Design No. D203 Restrained Assembly Rating= , 2 Hr. Unrestrained Assembly Rating -2 Hr. Unrestrained Beam Rating -2 Hr. Section A -A Beam —W8 x 17, min size. 1. Normal - Weight Concrete — Siliceous or carbonate aggregate, 150 (4 -or -) 3 pcf unit weight, 4000 psi compressive strength, vibrated. 2. Steel Floor and Form Units' — Non - composite 1 -1/2, 1.6/8 or 3 in. deep galv units. Alternat- ing one 24 in. wide, 14 to 22 MSG fluted unit to one 24 in. wide, 16/16 to 20/20 MSG min cellular unit. Welded to supports 12 in. O.C. Adjacent units welded or button - punched togeth- er 36 in. 0.C. at side joints. Walker, Div. of Butler Mfg. Co. —Types B, BF, 1.5/8 N, 1.5/8 NF, 3N, 3NF. Roll Form Prods., Inc. —Types C15LF, C33LF, P15LF, P33LF. Alternate Construction — Composite units of the same type listed above may be used provided allowable loading is calculated on the basis of non - composite design. 3. Hanger Tabs —No. 18 MSG gaiv steel, 2 in. wide, 3-11/16 in. long, hooked at one and for at- tachment over male leg of steel floor units, spaced not over 48 in. 0.C. 4. Air Duct —No. 22 MSG min gaiv steel. Total area of duct openings not to exceed 578 sq in. per each 100 sq ft of ceiling area. Area of individual duct opening not to exceed 578 sq in. Max dimension of opening 30 in. Outside face of duct throat protected with 1/16 in. thick as- bastes paper. Duct supported by 10 MSG gaiv steel angles, 1 -in. legs, bolted to 14 MSG gaiv steel duct hangers, bolted to hanger tabs 48 in. 0.C. As an alternate to the gale steel duct, air ducts fabricated from rigid Air Duct Materials•may be used in lieu of steel ducts. The total area of duct openings not to exceed 113 sq in. per each 100 sq ft of ceiling area. Area of individual duct opening not to exceed 113 sq in. Max dimension of opening 12 in. The sheet steel duct outlet is positioned at the center of a 24 in. long,. 22 MSG sheet steel duct liner. The sheet steel duct outlet is insulated with a nominal 1 in. thick. 5 pcf density rigid glass-fi- ber material. The ducts are supported by 16 MSG, 1 -1/2 in, deep cold - rolled steel channels, suspended from the steel floor units with 12 SWG galv steel hanger wire. Channels are locat- ed directly below the sheet steel duct liner, one on each side of the duct outlet and are spaced between outlets at 72 in. 0.C. for ducts up to 36 in. wide and 48 in. 0.C. for ducts between 38 and 60 In. wide. Manville Building Materials Corp. — Rigid, Class 1. Owens-Corning Fiberglas Corp. — Rigid, Class 1. 5. Damper —No. 14 MSG, galv steel. Protected on both surfaces with 1/18 in. ceramic fiber pa- per and held open with a Fusible Link (Bearing the UL Listing Mark). Damper to overlap duct outlet 1 in, min. In lieu of the dampers described above, Duct Outlet Protection System A as described in the Design Information Section may be used with steel ducts. 6. Fixtures, Recessed Light— (Bearing the UL Listing Mark). Fluorescent lamp type, steel housing, 2 by 4 ft size. Fixtures spaced so their area does not exceed 24 sq ft per 100 sq ft of ceiling area. Wired In conformance with the National Electrical Code. Fixtures and ballasts must be considered for these ambient temperature conditions before installation. 7. Fixture Protection — Acoustical Materials• -5/8 In. thick, cut into pieces to form a five sided enclosure, rectangular in cross-section, approx 1/2 In. longer and wider than the fixture with sufficient depth to provide at least 1/2 in. clearance between the fixturo and the enclosure. The pieces are held together by 8d nails spaced 4 In. O.C. (S) surface perforations. Colotex Corp. —Type 5/8 in. D (S). /.) 8. Fixture Stabilizer —One per fixture assembly Min 0,053 in. thick (16 gauge) painted steel FIRE RESISTANCE DIRECTORY FIREC,SISTANCE RATINGS (BXUV) --Co "tinued channel, formed as a yoke, secured to web of suspension members adjacent to long dimen- sion of and at midspan of each fixture. When the type 1650 metal pans are used (See Item 10A); One min. 0.047 In. thick (16MSG) galv steel channel yoke per all Tight fixtures, secured to the web at midspan of cross tee on each side of fixture. 8A. Fixture Stabilizer -(Not shown) (Optional) —Min. 0.020 In. thick (25 MSG) painted steel spacer bar formed as an angle with 1 ,in. legs and hemmed edges and slots perpendicular to and near the ends of the spacer bar for engaging over the bulb of the tees. Engaged over the bulb at midspan of the cross tees on each side of all light fixtures and over the bulb of the adja- cent cross tee. 9. Hanger Wire -No. 12 SWG galv steel, located at every intersection of the suspension system members, not over 48 in, 0.C. In any one direction and 24 in. O.C. in the other, 24 in. 0.C. around air duct outlets, adjacent to main runner splices and at the ends of suspension system members near walls. 10. Steel Framing Members' —Main runners nom 12 ft long, spaced 2 ft 0.C. Cross tees nom 2 ft long installed perpendicular to main runners 4 ft 0.C. Where 24 by 24 In. lay -in panels are used, 2 ft cross tees spaced 2 ft O.C. Armstrong World Industries, inc. —Types AFG, AFG -A. When Type AFG -A steel framing members are used, the Assembly and Beam Ratings are 2 hr. Chicago Metallic Corp. —Types Ii, 260, 260, 850, 860, 1860, 1880. When the Type 260, 860 or 1860 steel framing members are used, the Assembly and Beam Ratings are 2 hr. Eastern Products Inc., Sub of Armstrong World Industries Inc. —Types V, , VA, V- MOD, VA -MOD. When the Types VA, V -MOD or VA -MOD steel framing members are used the Assembly and Beam Ratings are 2 hr. National Rolling Mills Inc. —Types FST -6000, - 6000A, -8000, - 8000A. When Types FST -6000A or FST -8000A steel framing members are used, the Assembly and Beam Ratings are 2 hr. 10A. Steel Framing Members' —Metal pans —(Not shown) (Optional)— Channel - shaped metal pans in various colors and finishes, installed perpendicular to cross tees or main runners and spaced 4 or 6 in. 0.C. The flange edges of the metal pans engage and interlock with the verb- cal tabs of the corresponding grid adapters with tabs 4 or 6 in. O.C. (See Item 108). End laps joints of the metal pans shall occur adjacent to main runners or cross tees. The metal pans shall each be supported by at least two main runners or cross tees. Chicago Metallic Corp. —Type 1850. 10B. Steel Framing Members' —Grid adapter —(Not shown) (Optional) —For use with Type 1650 metal pans (See Item 10A). Angle- shaped adapter with a looped return flange; installed paral- lel to cross tees or main runners by engaging return flange of adapter to the flange of the cross tee or main runner. The 48 or 24 in. long adapters are intended for use with cross tees or fnein runners, respectively. Chicago Metallic Corp —Type 1650. IOC. Steel Framing Members' — Filler strips—(Not shown) (Optional)—For use with Type 1650 . met - al pans, Filler strips are 0.018 to 0.024 in. thick, steel or aluminum, 13/32 or 5/8 in. deep by 3/4 in. wide, placed between the metal pans. Chicago Metallic Corp.—Type 1650. 11. Acoustical Material' —Nom 24 by 24 or 48 in. lay -In panels. Border panels supported by min 0.020 in. thick (24 gauge) painted -steel channels, 1.1 1/16 in. deep, with 1 In. bottom leg and 3/4 in top leg, (S) =surface perforations. Celotex Corp. —Type 1 In. A (S); 5/8 in. D (S). 12. Hold -Down Clips -No. 27 gauge spring steel, placed over main runners 2 ft O.C. Accessible hold-down clips, min 0.010 in, thick (32 gauge) painted - steel, may be used in lieu of hold - '..:down clips where. required. 'Bearing the UL Classification Marking 47 Occupancy Description • Column * 1 x 2 Allowable w /s.f. Allowable Per Code* Total Watts • Small offices -work 10,350 11111MMOIM 17,595 ...AI '- .. - - 1 - .0 119 246 Open offices 5,743 75 9,763 Shell core - 2,383 IMMEMIN 4,051 111111.11111 111111111.1111111111111111111.1111111111111 150 8 Outside Perimeter ( lineal feet x 7.5 w/s.f. j Recess Downlights Tcta1 Watts Allowable Per Code 31,409 Light Fixture identification • Column * 1 x 2 - 3 w/Ftxture ** " No. of Plxtures Total Watts Recessed Parabolic Fluor 119 246 29,274 Surface Parabolic Fluor 75 4 300 Recessed Downlights /U -tube 26 ..._ - .,. — ...._.r._..�,. 27 624 Track Lighting 150 8 1,200 Recess Downlights 60 6 360 • Recessed D/L - Metal Halide 87 6• 522 Surface - Wall Wa - W/I 75 8 600 Unadjusted Total Proposed Watts 32,800 Exception I.A. (12, 200) (30 %) Deduct Credicts Per Code (Sec. 428) 3,660 Total Watts 29,220 Based on Washington State Energy Code Sections 425 and 426 and Table 4.18. NOTE: One and two•family detached dwellings end the dwelling portions of multifamily buildings ere exempt from the lighting budgets. A. LIGHTING BUDGET PER CODE *Sae Table 4 -18 on reverse side of this form. BOEING BLDG. 7 -68 2nd FLOOR form No O? WIMP' LIGHTING BUDGET CALCULATIONS B. PROPOSED LIGHTING SCHEDULE (continue on separate sheet if necessary) * *Fixture wattage lncludvs lamps and ballast. • C, Along with this form, please submit a brief narrative describing the lighting design, Including switching, exterior lights, and special energy saving features (motion sensors, etc.) that would be allowed as credits for Section B above. City of Tukwila Lighting Budget Calculations Boeing Bldg. 7 -68 -. 2nd Floor Attachment Narrative, Item C 1 . The lighting scheme consists of recessed parabolic 2''x`4' fluorescent fixtures. Conference rooms (7) are all manually switched, 3 way, at two levels inner tubes and out tubes. Each conference is also switched in two banks - front of room and rear of room. All enclosed offices, store rooms and data rooms are controlled by either a motion detector or an infrared dual level switch. 4. All open offices and open areas are controlled by occupancy sensors and relay packs. f DATE 01/W PROJECT NAME ADDRESS CONTACT PERSON TYPE OF REVISION: SUBMiT TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * PERMIT NUMBER Q (If previously issued) F PLAN CHECK NUMBER 3 SHEET NUMBER(S) I " I0 242 "Cloud" or highlight all areas . f revisions nd date re ions. RECEIVED CITY OF TUKWILA JUL 15 1991 PERMIT CENTER PHONE 3f 3700 CITY OF TUKWILA 6200 SOUTHCENTER /BOULEVARD, TUMI'lLA, IYASHINGTON 98188 TO: FROM: DATE: SUBJECT: t- (93 Cci.0 .1t) Aib)14,4A Cam) (61440;444-11zzaAdtn MEMORANDUM PHONE # 12061433 Cary L. l a,D:,sru, Mayor ViAuk C ata, : S93.3300 " e • k 1( oAC 1,„,,, dad-ate 0.054,4 4-0,4 ad 46 DATE INIT. ar_ 4 AOTIVI LOG 7:.� lig r IV! I ._ /. L !J_.. _ -- � ! �_ -J:��� COMMENTS 11':�fralM,MIN.,!'�'�1 !u': i. O r L ' /..mil • , . out I I - 4..4_ .... ■ i' ', A-A...t..i kr L I1 1 ( I Ar .. , :.. _/ ' i . ± . .._.1.,.. _ 0B, 1 E. 9 1 The Boeing Company Fax Leader 0 1: 6 0. 3 11 Compen Location Fax No, Telephone No. From comments e .. ,,,, Original ►4 Company Location Biog. NO Telephone No Fax No. a Deetr0y Q Return 0 Call for pickup Mallstop No, of apes redo Date Orpn, No Mallotop imrow MEETING MINUTES *BEe.0 ENGINEERS: ATTENDEES: B. BENEDICTO, G. CARR, J. PETRICH DISTRIBUTION: THOSE PRESENT, M. BURLEY MEETING PURPOSE: REVIEW EGRESS GENERAL NOTES: MTSMNTS1.DOC r.. SEW P.O. Box 3707 ENGXNEERG Seattle. Washington Q8124 -2297 Mail Stop: PROJECT: BLDG 7 -68.2 „ . I . _.,, JOB NO.: 91090 MEETING AT: TUXWILA BLDG DEPT DATE: i.7al - TIME: 3:00 PM RECORDED BY: j_i, PETRICM * Two schemes were presented and reviewed to the bldg dept. Sohn e "A" located the Copy Rm. just west of col HS creating a corridor with the Conference Rm 21116 at the east. Scheme "B" located the Copy Rm. adjacent to electric closet's east wall near col 05. * Bob said that the proposed Scheme "A" would be acceptable if the following conditions were met: 1. A continous corridor would be required from the Reception are to the east stairs. 2. The corridor walls are required to run to the metal floor deck above with an ACT ceiling syatem or the ceiling is to be of the same construction as the walls. 3. Doors may be electronic hold opens tied into the smoke detection system. A11 other doors in corridor would require closers. * Bob said it would it approved to have a reception area as part of corridor thus the door 2106 could be eliminated. He said that bookcases and file cabinets could be located in the reception area, but their size, location and content would be determined by the Tukwila Fire Department. * Bob said Scheme "B" was approved as shown. He felt it preserved the open office concept, thus no corridor were required. * Bob said that the proposed corridor 23A5 satisfied his early comments for egressing from the Break Rm. This is my recollection of the meeting. If you notice any discrepancies, please let me know immediately. ? --30 P 0 1 4 L JUN 181991 (:;tt = UUi: VI PLANNING DEPT. c/o P.O. ox Engineers 707 r MS6Y -73 Telephone Fax (206) 393-1880 Seattle, WA 98124 -2207 TO; &A¢, a 1 - q3 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor FROM: DATE: 6/6/ • SUBJECT: -7)/ dAyailribtAAAdt• -00114412-6 W-trAICIN CUWA GLAAAA,GAL. .=:;e4),t Co-744A4A44Z de.o.elo --- .41t, MEMORANDUM ATTENTION COPIES DESCRIPTION City Of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 TOIAR Gtana C4z ADDRESS 140 1" ALBiT RD. �-t4 woos . - r-- TT. WE ARE SENDING YOU THE FOLLOWING /Attached Q Under separate cover 1RaM5tON Them COMMENTS x r.r,s. :swm 2T�SRT�Si� . aCSaP!'�J T. TSTS r�ITSTTfT.�•.'S�. ^mtT.T... f1'Si S'�w . SIGNED LETTER OF TRANSMITTAL DATE i 4, ► u REGARDING AU Re), # a !x'15 13cieltic% 1-66 THESE ARE TRANSMITTED Q For approval 1 1(For review and comment Q For your use and information Q As requested Q Other (23 /P4.LTRANS) '/OCIGQ __ i.gote.ivi-datei 00 I ie2M aftet 44-41-ele reaok,• CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431-3670 PROJECT: -B oat t4 ct &el c cFc, Faz. Foitr Deutz) ADDRESS: 6, 640 .6oan-tcdertTede_ELiatL-V DATE TRANSMITTED: zsamA9 91 THE FOLLOWING CORRECTIONS AND/OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM 3, PREPARED BY: 1. IS0 f..d)S • 2, Q.L. 0 PLAN cHEcr:- .46... PLAN CHECK C A INFORMATION NUMBER REQUEST . I- ViS Va 0 0 COMMENT Ceiumci c\6•EivIlUct I zE64tRet) To Peootoe. Q • Foi I 1.P y 0 to '" re lo A. • re—* A a A 1„ s 11 h. !I to. 1 24 .1 • • ....A. . .0 • k - elo • ONE- 140oe.. vtee InDisrAt 12,A1iO4 4 - FtoGe Rsotse, .16 p ILA/ Z tOZAA • 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 , • LA INSTALLATTM oF C'eALINC.i 6LiScem cott.t. ttstspe-CTSP igic) .%)EZIPicAllOW. 1, 4. ., b.. • • r. Vo t2. go woes 114A14 V. a Pc OF coctuts.es.aek. - Fea. tO0 Q- Ft It CowywcrtOt‘t torcg Tram 2. ThoOtoS, CALcoLA1/4Itows 61-lab 114txr 114S pv.oposet) U44T'U1C LEOEL voreNis v-woe. Less TAN �R L.12) 114e. Ltei“rtwq TbLose 110c6er ALLOWEA . 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TIALS Appttes10 'The ?eopts6e) CoP 1D,etweqg eato (...11.1e6\ 1=086tvas 2.Z FAss4.6e 2 . & . • 1 .: ■ • 1. _ _I— i A .• 00` a , A .. ... 01 • & p • S eOtSS 400 ALL Rwtstogs Tie-Oaopeo, p(Late k.0 rat & ComptecepftiStON FolOm, DATE: DATE RESPONSE RECEIVED: e• 91 ri PLAN REVIEW CITY OF TUKW1LA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: Eigci 7 -6 ADDRESS: c;774 ACeAk , - DATE: V Gj PLAN CHECK NUMBER °10 195 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 O OCCUPANCY GROUP -a 1(4 (�.• TYPE OF CONSTRUCTIO i - , L� - t. eeD LOCATION ON PROPERTY 'j S DN 3 Wt Ve,<R \/c K, BUILDING HEIGHT /# OF STORIES I reLa% , 1 Ito FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION 40 , Qr - �.v� Tl n ZPI 0 I PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51-10, W.A.C. PREPARED BY: DATE: PLAN CHECK NUMBER CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PLAN REVLW 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: PROJECT: " ADDRESS: 67f34.0 6.C.1 \Vcl, DATE: ya cal tdr 2 _ - 2 104 1..1bvavt 426/V) = 8 21 CA- C ta<mon. Z Zo = 1c1 2,1c. 3 Glass 1rm. 4 = 25 2 1 54 G la S S w►ti, 21 Aet- do.% r m . , 840 / 2a = 1112 7.0 = 4Z 56 ' t o eix.as recick. 145 1 $ , ceak r . -4$Z/ WO = 01. No O . 247/ i00 = Z Zl GCo OE. 1377/ 100 = II- 2105' oofti 81 /uxo -- 24. ... krvw. S l (04 -- SlPCa ac 1?;0 /1 CO = 2, 7.Z V& ogc 14411(x) 1 • kes 21o7 .Mwo, Z1 G )7E55 100 IS ZiF6 6&. 9 z(100 8 r Wi:5 og 4Z6/ i ov 4 z WV y1- 17...4/30 z1G75" IP,0 too L Z- y - _ ... '" to Z. 21 F4 Rut 400/ 500 Z1 Ca4- e- .rovac.. Svc 2 I F3 mac .. 2-_/J Z162. Z33a. Ilet0/ 100 1Z Z1 2 7?2 /ito 7 1 1� 1-21 , 9 Z • 15 r. o WIMP 1-16, .%V& l-- &co Z1144 21S4 211-13 c1. 237.ca /to0 01 PLAN CHECK NUMBER CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PLAN REVLW 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: INDEX OF DRAWINGS INCLWED IN SET NO. SHEET NO. DRAWING TITLE REV DATE A ...... DRAWING .�._....._... ARCHITECTURAL . 4 7.68 -GI GI COVER SHEETIINDEX WEST SECOND FLOOR PLAN A A 7.1.91 7 1.91 0 E. a 4 7.68 -2A10 2A10 7.68 -2A11 2AI1 EAST SECOND FLOOR PLAN A 7.1.91 7.68 -A200 A200 PARTITION TYPES PRE. 7.68 -2A280 2A280 WEST SEC. FLR. REFLECTED CEILING A 7 I 91 7.68 -2A281 2A281 EAST SEC. FLR. REFLECTED CEILING A 7.1.91 4) 7.68 -A350 A350 SCHEDULES A 7.1.91 0 7.68 -A500 A500 MISC. DOOR DETAILS PRE. OE 7.68 -A501 A501 INTERIOR ELEVATIONS & DETAILS PRE. •� 7.68 -A502 A502 INTERIOR DETAILS PRE. MECHANICAL 0 7.68 -MI - MI HVAC LEGEND PRE. 0 7.68 -M2 M2 PIPING LEGEND PRE. •� 7.68 -M3 M3 EQUIPMENT SCHEDULE PRE. El 0 7.68 --2M10 2M10 HVAC - SECOND FLOOR WEST PRE. 7.68 -2M1I 2M11 HVAC - SECOND FLOOR EAST PRE PRE. 0 a O 7.68- -2MIOR 2MIOR HVAC DEMOLITION- SECOND FLOOR WEST 7.68 -2M1IR 2M1IR HVAC DEMOLITION- SECOND FLOOR EAST PRE. 7.68- -2M110 2M110 PLUMBING - SECOND FLOOR WEST PRE. O 7. 68 -2M1II 2M111 PLUMBING - SECOND FLOOR EAST PRE. B 7.68 -M260 7.68 -2M261 M260 FIRE PROTECTION - NOTES,SECTIONS & DETAILS PRE. 2M26I FIRE PROTECTION- SECOND FLOOR PIPING PLAN PRE. 0 7.68 -2M262 2M262 FIRE PROTECTION -SEC. FLR. REFLECTED CEIL`tPRE. 0 7.68-M310 M3I0 TEMPERATURE CONTROLS PRE. 0 7.68 -M500 M500 SECTIONS & DETAILS PRE. ■ ELECTRICAL • 7.68 -E! El SYMBOLS,ABBREVIATIONS AND INDEX PRE. • 7.68- -2EI0 2E10 LIGHTING - SECOND FLOOR WEST PRE. �]• • 7.68 -2E11 2E11 LIGHTING - SECOND FLOOR EAST PRE. 7.68-2E60 2E60 208Y/I20 VOLT POWER-SECOND FLOOR WEST PRE. 7.68 -2E6I 2E61 208Y 120 VOLT P{NER- -SECOND FLOOR EAST PRE. 0 7.68 -2EII0 2E1i0 480Y/277 VOLT POWER - SECOND FLOOR WEST PRE. 0 7.68 -2EIII 2E111 480Y 277 VOLT POWER - SECOND FLOOR EAST PRE. 0 7.68- 2EIIOR 2EIIOR 480Y 277 VOLT POWER- SECOND FLOOR WEST PRE. 0 7.68- 2EIIIR . 2EIIIR 480Y/277 VOLT POWER- SECOND FLOOR EAST PRE. 7.68 -2E210 2E210 :SECURITY 2E260 - SECOND FLOOR WEST PRE. 0 7.68-2E260 FIRE PROTECTION- SECOND FLOOR WEST PRE. 0 7.68 -2E26I 2E261 FIRE PROTECTION- SECOND FLOOR EAST PRE. O 7.68 -2E360 2E360 TELECOMMUNICATIONS - SECOND FLOOR WEST PRE. 0 7.68-2E361 2E361 TELECOMMUNICAT IONS - SECOND FLOOR EAST PRE. 7.68 -2E410 2E410 LAN SYSTEM-SECOND FLOOR WEST PRE, 0 7.68 -2E41I 2E411 •LAN SYSTEM - SECOND FLOOR EAST PRE. O 7.68 -E500 E500 DETAILS- LIGHTING PRE. • 7.68 -E501 E501 DETAILS -POWER PRE. t: 7.68 -E502 E502 DETAILS -LAN & TELECOMMUNICATIONS PRE. ■ NO SCALE REVISION BULIDING DEPT. REVISIONS FEDERAL WAY LOCATION IN REGION BELLEV E I BELLEVUF RENTON - 1 SEATTLE 10 MILES VICINITY PLAN TO SEA -TAC AIRPORT 4 MILES BUILDING 7-68.2 PROJECT SITE BLACKR I VER CORPORATE PARK SW 16TH ST VALLEY GENERAL HOSPITAL APPROVED REGISTERED A R CHI ECT Y S. WAL ACE ATE OF WASHINGTON SPRINGER understand that sublect to errors ply does not aut adopted code or or copy of approved * Plan Check approvals are omi $ions and approval of orile the violation of any inence. Receipt of contractor's ans , aeicnow. ged. COVER SHEET /INDEX BE &C ENGINEERS LAST REVISION SHEET GI ARCHITECTURAL MASTER ...- --� 11 TO TACOMA KENT AUBURN BUILDING 7 -68.2 PROJECT SITE ALGONA KING CO. PIERCE CO. 011=1 .1111• i TO TACOMA 7.5 MILES � REVISION NO SCALE r I THC �STR Q 4 a_ LU L - LU 0 til F-- U) LiJ w CC CL. CC ICJ CD ti 6840 SOUTHCENTER BLVD. TUKWILA, WASHINGTON 98188 FACIL III EDEPARTMENT NO SCALE SITE PLAN O AU.1BURN, WA . 98002 O BELLEVUE , WA . 98007 10 EVERETT , WA . 9820 1 0 KENT , WA . 9803 1 TUKW I LA , WA . 98 188 O RENTON , WA . 98055 O SEATTLE , WA . 98124 ISSUE LEGEND NOT YET ISSUED N R a ■ PREVIOUSLY ISSUED, NOT IN THIS ISSUE IN THIS ISSUE SEPARA E PERMIT ' ND I PPROV}I REQUIRE SEPARATE PERMIT AND APPROVAL REQUIRED ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED CODE DATA � LAND USE ZONE: C2 (GENERAL OFFICE) BUILDING CODE: 1988 UBC OCCUPANCY GROUP: B2 CONSTRUCTION TYPE: III, 1 HR.- SPRINKLERED SEISMIC ZONE 3 EXISTING PARKING STALLS: 387 TENENT AREA OF FLOOR: 16871 SF GROSS AREA OF BUILDING: 60,926 SF By.. I 11111 1 111111111111111111111111 i 111111111 QI ° ° ' ' I I I I I I 0 , 4 . ms INCH 1 2 3 I111IIIII1�I O II IIf ip I ,I 1 1 �.I'111'uI1I11 WWI I IIII1j1lI. 4 5 6 7 NOTE: If the microfilmed douffient is less clear notice, it is due to the quality of the �priginal OE 6Z Be I L 9Z sT 4 7Z £Z Ze LZ CZ 6L En L II t 9l SL hl £L ZL LL �� ( IIIIIIIIIIIllIl11111!( llliill! IIIIIIIII�LIlI�11i1I11lL !llillllfllllLllllillIIlli(� X1111! 1111! IllllliilllllllIllllllllll6111111111111 1111111 8 than this document. lllllllllllllll IIIIII, IIIIIIihIIIIIIIII1111IIIIIIIiiII 1111 I II II 11 �, I � lilll f , . I 1 ill I .IJII(f 111 .11llfl,llllIHn h IIIIIIJhd�IIIhm : a _ :. J ; (, � ..s . NT-' 11 1MN INOERi. XV 12 0 Z l ww O IIIIlIIII� toiIIIIII DRAWING INDEX/CODE DATA LEGAL DESCRIPTION LOTS I AND 2 OF SHORT PLAT NO, 79 -7 -55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 7908210370; SITUATE IN THE CITY OF TUKWILA,CHIT 961 • yI '; SHINGTON. APPROVED . oarP Pi /23/I/ (f) Permit No Permit No RECEIVED CITY OF TI IKWILA JUL 15 1991 PERMITCENTER AUG " 991 k4 - BUILDING DI SION I90GOOIX RBB/07.II.91/08:35 SYII 1 REVISION 8Y APPROVED DATE REVISION APPROVED DATE A BLDG. DEPT. REVISION JP � 7.1.91 minsi IMOMMI __________ Y S: *KctAt gg of .WAS&4 NGTQI d�;. .. ..w t , ... DEPT. OE &C ENGINEERS SYP.SOL DATE BLDG. 7-68.2 eta WEST SECOND FLOOR PLAN ARCHITECTURAL MASTER LAST REVISION SHEET Y STORAGE 25A5 C.G. CORK 1 OOR (2IA3> DECK L21A31 A BREAK RM 2IAS I < SERVICE OFFICE 22A6 CLASSROOM 2IA4 2A10 A502 2A10 A502 CLASSROOM 12 A501 23C5 23C5 LIBRARY 22DF CORRIDOR 2241)4J RECEPTION 22F7 REMOVE EXI DOOR, RELO ALARM HORN OFFICE 22F5 ALIGN STOCK ROOM 2 ALIG 1 8 =1 —0 EXISTING STAIR ENCLOSURE WEST SECOND FLOOR PLAN 2A1 0 H ALIGN ALI OFFICE OFFICE n JI I 220 (21C7) G N—; COPY ---] ROOM 2105 2A10 A200 II II it ) 11 ( II (22D6) (21DG) - — OFFICE 21 C6 — I —ALIGN 2A10 A200 DATA ROOM z 053 OFFICE II EH/ II 1 FACILITIES ARTMENT OFFICE I 21D7 I II I OFFICE II - - - -- — 21D6 --- - - �I — � 22D6 1 It STORAG C OFFICE II 22D7 OFFICE 0 AUBURN , WA . 98002 0 BELLEVUE , WA . 98007 O EVERETT , WA , 9820 1 O KENT, WA. 98031 ▪ TUKW I LA , WA 98 188 0 RENTON, WA . 98055 0 SEATTLE , WA . 98124 OFFICE AMMO= OFFICE r 2IG3I (2IG) 2A10 A500 1 F.24 (A6LC h4t CE1Ln . OF ICE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED C) {5� <4) FiLE = 190BOIO2 CITY OF TUPWILA APPRO AUG, . 0 1 991 .S ia t!, � , BUILDING DIVISION ----------- EXISTING CONSTRUCTION FEC FIRE EXTINGUISHER CABINET GENERAL NOTES BK = 06,27.91 LEGEND OFFICE 2 1A5 (2I A5) F-14/F-3 I IIIIIII I III1111 1 1JIJIII I I 0 10 THS INCH 1 9Z. 5Z +1Z £ MIIIIIVIII lIIfliilllillill ZZ LZ OZ 6L . II III hin Ii11I1111 1111IIIIiIIlhi11 i(IIIII IIIII�11 `IIII'1(i f l.�1�1 "l 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the original II !! u 01, 6 £++ 1111 11IIHH11111111111 !II 1HIAM L 9 S +1 £ ?, I. ww 0 Ilg11111 flli11I11II lIIIII!II! 11 1 111111 I1111!111I111111111IIIIII1111I ' it s . ' ,.. , raomelmmarowsnorwoommaraf DEMOUNTABLE PARTITION FLOOR FINISH CHANGE-- - SEE FINISH SCHEDULE AREA OF NO WORK I. ALL DIMENSIONS TO FACE OF STUDS, FACE OF EXISTING FINISH AND CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED. 2. ALL DEMOUNTABLE PARTITIONS AND G.W.B. PARTITIONS SHALL BE CENTERED ON COLUMN LINES, WINDOW MULLIONS OR COLUMN ENCLOSURES UNLESS OTHERWISE NOTED. TACKABLE FABRIC COVERED BD MOUNTED ON PARTITION. 4. ALL EXTERIOR WINDOWS EXCEPT RM 21A4 SHALL HAVE BUILDING STANDARD VERTICAL BLINDS. RM 2IA4 SHALL HAVE NON— STANDARD VERTICAL BLINDS. 5. ALL EXISTING WALLS & COL. ENCLOSURES IN TENENT SPACE SHALL BE TAPED,FINISHED & PAINTED. REMOVE & EXCHANGE METAL JAMBS & DOORS TO ALLOW DOOR TO SWING INTO LOBBY. PATCH & MATCH AS NECESSARY. MODULAR CASEWORK W /UPPER & LOWER CABINETS. REMOVE EXISTING WALL & PROVIDE FINISHED OPENING TO CEILING ABOVE. FIRE RATED G.W.B. PARTITION ROOM NUMBER —SEE FINISH SCHEDULE DOOR NUMBER —SEE FINISH SCHEDULE WALL TYPE- -SEE SHT A200 KEY PLAN C P:MI F T:NTE LA R 5 0 5 10 15 20 SCALE I /8 " =1' -0" FEET • -(6) 190A0102 .RBB/07 , I I '91/12'.38 ..�+....... ,_... iJ .�:." ...V :.. ✓iluw4r- 7•r�.v':Yf.' +.,G- .iAs�J�gAi#.. ,` O 16THS INCH AdfacteriFAVia FACILITIES DEPARTMENT APPROVED BY 0 AUBURN , WA . 98002 0 BELLEVLE , WA . 98007 0 EVERET T , WA . 98201 0 KENT , WA . 9803 1 TUKW I LA , WA . 98188 0 RENTON , WA . 98055 0 SEATTLE , WA . 98124 LZ 9Z SZ 1 7Z CZ ZZ :a O7 6l 8l LI 9l 5l hl C! ! mkt lilllll.11ll1,IIIIiIIII � i ii II II 1111! 11111�I !II�IIII�1!III!lII�IIIIIIIIiiIl III! n!�IIIII!I!1111!IlllimiIIII!111 1111,1111,1111 l!I� illl l llll � llll ., . . F .,. + 111 111111 1 1'1,��. 1 III Ilif 111 11 i'i1j'1II1111111111 1111111 111 1111 111i 1 11111 1111111 �►' _ 4 5 6 7 I 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original. document. 5590 REGISTERED ARIJECr I AY S. [.KALE ATE Of WASHiHGTtN ACCEPTABILITY THIS DESIGN AND/OR SPE'CIFICAT:OV IS APPROVED BLDG. 7 --66.2 LEGEND ENGINEERS EAST SECOND FLOOR PLAN OFFICE 22G7J i OFF 23G3 I F ?.IH OFFICE 22H2 ING STAIR SURE OFFICE I II OFFICE EAST SECOND FLOOR PLAN REVISION ardlIMMISOINIXWMINSW OFFICE 22J5 OFFICE 22J3 1 3! 2) -412. F.2. + It'* WAILS ,f440 CEILINCi FILE = 19060112 CITY OF TUKWILA APPROVED AUG . "6 1991 ._. .._,.e. i WI DI DIVISION FEC FIRE EXTINGUISHER CABINET OFFICE [21A5J 2ias BK = 06.27 91 F- i F--3 / / // LGENERAL NOTES FLOOR FINISH CHANGE- - SEE FINISH SCHEDULE AREA OF NO WORK I, ALL DIMENSIONS TO FACE OF STUDS, FACE OF EXISTING FINISH AND CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED. ALL DEMOUNTABLE PARTITIONS AND G.W.B. PARTITIONS SHALL BE CENTERED ON COLUMN LINES, WINDOW MULLIONS OR COLUMN ENCLOSURES UNLESS OTHERWISE NOTED. TACKABLE FABRIC COVERED BD MOUNTED ON PARTITION. 4. ALL EXTERIOR WINDOWS EXCEPT RM 21A4 SHALL HAVE BUILDING STANDARD VERTICAL BLINDS. RM 21A4 SHALL HAVE NON- STANDARD VERTICAL BLINDS. 5. ALL E X I S T I N G WALLS & COL. ENCLOSURES IN TENENT SPACE SHALL BE TAPED,FINISHED & PAINTED. REMOVE & EXCHANGE METAL JAMBS & DOORS TO ALLOW DOOR TO SWING INTO LOBBY. PATCH & MATCH AS NECESSARY. MODULAR CASEWORK W /UPPER & LOWER CABINETS. [i> REMOVE EXISTING WALL & PROVIDE FINISHED OPENING TO CEILING ABOVE. KEY PLAN tw1t A JUL 15 iag1 PERMIT CENT'FA 5 0 5 10 15 20 SCALE 1/e=1 FEET EXISTING CONSTRUCTION FIRE RATED G.W.B. PARTITION DEMOUNTABLE PARTITION ROOM NUMBER -SEE FINISH SCHEDULE DOOR NUMBER-SEE FINISH SCHEDULE WALL TYPE - -SEE SHT A200 1 90A0 f ! 2 RBE3 /07 , 1 1 , 9 I: fis7 f •.:. c�..% 3iv�S. rrr'n�`;.'o'kaatt4'trrf},y/z*'- ...s- .r;..ija�s. �. ... REVISION REVISION •fE M,3T3 StAIL OF REGISTERtD W ii =1" ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY D.LEMMON BLDG. 7-68.2 COL LAST REVISION SYMBOL PARTITION & WALL TYPES ARCH MASTER ENGINEERS 91090 7.68 --A200 I -HR. ULC 78T55 WALL TYPES SEE FIN. SCHEDULE SOUND BATT INSULATION 2 1/2" METAL STUD k I6"OC, 24GA. 5/8" GWB TYPE "X" 9' -6" HIGH I -HR. WALL DEMOUNTABLE P A R T I T I O N @ WINDOW MULLION EXIST`G WINDOW EXIST'G ALUM. MULLION BLDG. STD. BLINDS SEALANT EXIST'G ALUM. SILL CEILING RUNNER DEMOUNTABLE PARTITION SYSTEM W/I I/2" BATT INSULATION APPROVED DATE 3"=1 ! -HR. ULC 78T55 WALL PLAN @ WINDOW SEE FIN. SCHEDULE SOUND BATT INSULATION 3 1/2" METAL STUD Q I6 "0C, 24GA. 5/8" GWB TYPE "X" 9' -6" HIGH I -HR. WALL • EXISTING WINDOW NEOPRENE FILLER BLDG. STD. $LINDS SEALENT @ WALL BELOW SLIP JT . --- NOT ATTACH 3 I /2" METAL STUDS W /GWB @ BOTH SIDES & I 1/2" SOUND ATTENUATION BATT 2A10 A200 FACT L I T I E S DEPARTMENT 2 -HR. ULC 75T208 DEMOUNTABLE PARTITION @ WINDOW FEATURE D AUBURN , WA . 98002 O BELLEVUE , WA . 98007 D E'dERETT , WA 98201 D KENT, WA. 9803 I • TUKWILA, WA. 98188 O RENTON, WA. 98055 O SEATTLE , WA 98124 SEE FIN. SCHEDULE I 1/2" SOUND ATTENUATION BATT 2 I /2" METAL STUD 0 16 "OC, 20GA. 2 LAYERS 5/8" GWB TYPE "X" @ EA. SIDE 9' -6" HIGH 2 -HR. WALL vssismrewwwwwwwwnsmonwrontriermranormilmowlf 2AI0,2AIIA200 EXIST'G WINDOW EXIST'G MULLION EXIST'G METAL FILLER BLDG. STD. BLINDS NEOPRENE FILLER CEILING RUNNER ATTACHED TO WALL DEMOUNTABLE PARTITION SYSTEM W/I I /2" SOUND ATTENUATION BATT 2AIIA200 ..._.....°111..■.•4.. 6" MTL. JOISTS 0 24" O.C. 2- LAYERS 5/8" G.W.B. ULC. 78T55 WALL TYPE I & 2 TYP. 0 CORRIDOR SCHEDULED WALL RECESSED DOWN LIGHT 5/8" G.W.B. I HR, ASSEMBLY 0 CORRIDOR IHR. 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II HIT! IIIIII�l 9 10 2 1/2" METAL STUDS 0 I6 "0C. W/2 LAYERS 5/8" GWB TYPE "X" EA. SIDE SECURED STORAGE WALL/CEILING DETAIL 3/4 " =1 -0" CITY OF TUKWILA APPROVED AU 0 1901 BUILDING DIVISION I90A200N 6" MTL. JOISTS 0 16" O.C. 2 LAYERS 5/8" GNP TYPE 'X" Q EA. SIDE CEILING MOUNTED LIGHT FIXTURE 1 RECEIVED CITY OF TIIKWILA MAY 1 4 1981 PERMIT CENTER 0 2AI I A200 ORS /05,03:91/I3 :57 r • lin REVISION in IIINIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIMIIIIIIIIIIIIIIIIII 11111 . BY • APPROVED DATE 1.11111 7.1.91 REVISION BY APPROVED DATE Bu, LD I NG DEPT. . REV1S I ON JP „,„... MIN REGISTERED WIWT AY %VA A S ATE or WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED DY DEPT. WEST SECOND FLOOR REFLECTED CEILING BLDG. 7-66.2 5 ,PROViDE MECHANICAL AND ELECTRICAL CE1L1N6 OYSTEMS, WITH A UL 1990 SYSTEMS RATING PER FIRE RESISTANCE DIRECTORY ULD203 FOR THE SECOND FLOOR CEILINGS., THIS INCLUDES FIRE DAMPER @ ALL DUCT PENETRATIONS. REMOVE EXISTING ACT GRID & ADD NEW GWB CEILING 0 SAME LOCATION ABOVE FLOOR AS THE EXISTING'GWB CEILING. ACT 8'-0" AFF RELOCATE GRID TO BE CENTERED IN ROOM CA) 1111110111 1111111111MINIM prs J 1201.0111,Miii1 P111111411111111111 11111 III II 111111111 Ell MK ri 11111111111111 MIME mum momminum. ii1111111iillI111111101111 trA 11111111111111 411111 10 am EN mai IN 111111111111111111 MI WM IIII 11111111111 1111111111111111 1111111 101P111..._ ,„,, • • "..„: • •• ; .•L WEST SECOND FLOOR REFLECTED CEILING PLAN 773 • ' • p CEILING HUNG T.V. SUPPORT SEE DET. rlitftli &I 1.1:1111161111- . ..■••••■••••••••• !f",,,:•'". -"'" /■•,, „ , CD) iffienE F A C I L I T I E S DEPARTMENT 41•■••■■••■••■■• <8> (E) ■■•■•■■■•■■••••■••, < > 101 REMOVE EXISTING ACT GRID & ADD JEW GWB CEILING @ S ME LOCATION ABOVE FLOOR AS THE EXISTING GW43 CEILING. • AUBURN, WA . 98002 O BELLEVUE , WA . 98007 O EVERETT , WA , 98201 O KENT , WA . 98031 TUKW I LA , WA . 98188 O RENTON, WA . 98055 O SEATTLE WA . 98124 [72 CF. > 1 - -s`!'1""- ,7 • 111111111111111111111111111111111111111/11111T 111111 11111(11111111 I11111 I 1111.111111111111111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 .iIJIIJ1IIfIIIlItIIIIvlIII!IIIjIt • 0 16 'MS INCH 1 2 f 3 4 5 6 7. 8 , 9 , 10 11 WD 12 ,... NOTE: If the microfilmed document is less clear than this , . , notice, it is due to the quality of the original document. 1 , .7.,- OE 6Z EIG LZ 9Z GZ i' CZ ze tz oz 6t SL Lt 91 Si Vt CL Zt tt 01. 6 9L'9G CZ t " 0 ,,,';',' hm46 -1 .41111161•161160161111•016111161r0E60 Im e....rosammorreruroomowserwmoreowa rom t , ...a....a .nonomommerew... I LO La C,/) Li REMOVE EXISTING ACT GRID & ADD NEW GWB CEILING © SAME LOCATION ABOVE FLOOR AS THE EXISTINC GWB CEILING. ( FILE = 190B0102 CITY OF TUKWILA APPROVED AUG 01921 WMM BK = 07 :91 • • RECESSED & SUSPENDED LIGHT FIXTURES,TYP. . REFER TO ELECTRICAL DRAWINGS 0 kr> LEGEND EXISTING ACT CEILING GRID GWB CEILING MECHANICAL DIFFUSERS --REFER TO MECHANICAL DRAWINGS EXISTING EXT. LIGHT WALL OR CEILING MOUNTED ILLUMINATED EXIT LIGHT SMOKE DETECTOR EXISTING SMOKE DETECTOR GENERAL NOTES I. CEILING oil 9'-0" AFF UNLESS NOTED OTHERWISE. 2 ACT CEILING TILES SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. 3. LOCATE FIRE SPRINKLER HEADS 0 1 FROM ACT,GRID IN EACH DIRECTION. 4 PROVIDE SEISMIC BRACING. TO ALL WALL PARTITIONS, LIGHT FIXTURES AND'MECHANICAL EQUIPMENT INSTALLED ON SUSPENDED ACOUSTICAL CEILING AS INDICATED ON DRAWINGS AND AS REQUIRED BY UBC (88) 47.18. SEE DETAILS 1,2 AND 3 OF SHEET A200 FOR BRACING DETAILS 0 BE N TA L I ; •INER AND MODIFIED BY CONTRACTOR AS SHOWN. 7. PROVIDE 2 I/2" SOUND ATTENUATION BATT 2'-0" TO EA. SIDE OF OFFICE & CONFERENCE ROOM PARTITION AN ACT IN PLENUM SPACE. 8. BATT SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS. 9. ALL CEILING MOUNTED FIXTURES SHALL BE MOUNTED 0, CENTER`OF ACT. PANEL. RECEIVED CITY OF TUKWILA JUL 151S91 PERMIT CENTER I 90A2802 RBB/07 • I . 91/07 : 6 .`•••!,...7440.14/1- r 5. PROVIDE MECHANICAL AND ELECTRICAL CEILING SYSTEMS WITH A UL 1990 SYSTEMS RATING PER FIRE RESISTANCE DIRECTORY ULD203.FOR THE SECOND FLOOR CEILINGS. THIS INCLUDES FIRE DAMPER @ ALL DKr PENETRATIONS. APPROVED DATE MN t MIMEO min REVISION BUILDING DEPT. REVISION JP APPROVED 111111111111=1111111 REVISION DATE APPROVED BY SPRIN ER TRI I .. PTRI H UL4.4 Y C T APPR IVE � j I L EAST SECOND FLOOR REFLECTED CEILING BLDG. 7-68.2 ARCHITECTURAL MASTER COL TUKWILA LAST REVISION ise FACILITIES DEPARTMENT d AUBURN, WA.98002 0 BELLEVUE , WA . 98007 0 EVERETT , WA . 98201 C� KENT , WA . 98031 TUKW 1 LA, WA . 98188 0 RENTON , WA , 98055 0 SEATTLE , WA . 98124 REGISTEPE_U R • H !TECT Y S. , CE ATE Or WASHINGTON ACaPTAB I I I TY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT DATE BE&C ENGINEERS No. 91090 7.65 r REMOVE EXISTING ACT GRID & ADD NEW GWB CEILING •O SAME LOCATION ABOVE FLOOR AS THE EXISTING GWB CEILING. in ialli Keim ilill io rdi ll owl m itill owe. irmormin imummil Om moms :11 .:S=11= PE mil I _1r ., rii ■ ∎ II__�I ll � 11111111•111111 MI INN ■1 iMoo w ` MMLI � " IV =.1.2.1-rte ■ - ■! r� a 1 N_ • i _ _ I r 111111111 I ®_ I� ■ E.. 1 II MI 1� _ INN ION :. . 1I■� 1 ►��1� ■:.1 ►�U • R R■ � I I 11111 11111 ■ a n■1�► 1 r■i■11i1■■■ ii _ ►�•r■11�I••:I■ o NIG NNW Iiir. Il... I lois :: 11111111in Ell 11111 1 MIME III NM 111' - -- I�� m .11�/1■ ►t� ■ urn EAST SECOND FLOOR 18 =1 -0 C� ® REFLECTED CEILING PLAN 4) .=w FILE = 1 90301 i 2 N: n I IIIJIIIJII 1 2 I 3 • 0 16 THS RICH 1 VZ Ez Za I'G OZ [3I IIIIIIIII1111III11illll 1IIIIIIIIIIIIIIIIId! II II111I111I1111i11 1TIIIi1I 1111 1 `1I1I1I111I1 II 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 8I .I 9I GL gi C!l ZI II OL IIIiIIIIIIIIII 1111IIIIIIIIIIIi ( IiiIIIIIIIIIIIIIIIIiIIIIII! IIIltIIi1IIII 'tillII'IIIII111111l11111 111111111111111111 10 11 4ACER18ERbW Y 12 AU CITY OF TUKW'ILA APPROVED i901 D BUILD!►` G DIVISION 8K = 07.03.9! =1i 0 LEGEND EXISTING ACT CEILING GRID GWB CEILING RECESSED & SUSPENDED LIGHT FIXTURES,TYP. REFER TO ELECTRICAL DRAWINGS MECHANICAL DIFFUSERS REFER TO MECHANICAL DRAWINGS EXISTING EXT. LIGHT WALL OR CEILING MOUNTED ILLUMINATED EXIT LIGHT SMOKE DETECTOR EXISTING SMOKE DETECTOR GENERAL NOTES I, CEILING @ 9' -0" AFF UNLESS NOTED OTHERWISE. ACT CEILING TILES SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. 3. LOCATE FIRE SPRINKLER HEADS 0 I'--0" FROM ACT GRID IN EACH DIRECTION. 4, PROVIDE SEISMIC BRACING TO ALL WALL PARTITIONS, LIGHT FIXTURES AND MECHANICAL EQUIPMENT INSTALLED ON SUSPENDED ACOUSTICAL CEILING AS INDICATED ON DRAWINGS AND AS REQUIRED BY UBC (88) 47.18. SEE DETAILS 1,2 AND 3 OF S HEET A200 FOR BRACING DETAILS 0 •E USED THROUGHOU ACT GRID SHA BE INSTALLED BY OWNER AND MODIFIED BY CONTRACTOR AS SHOWN. 7. PROVIDE 2 1/2" SOUND ATTENUATION BATT @ 2'-0" TO EA. SIDE OF OFFICE & CONFERENCE ROOM PARTITION AN ACT IN PLENUM SPACE. 8. BATT SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS. 9. ALL CEILING MOUNTED FIXTURES SHALL BE MOUNTED 0 CENTER OF ACT. PANEL. KEY PLAN RECEIVED CITY o F TI IKWIIA Jul 1 1991 PERMIT CENTER 190A2812 RBS /O7. 11 rowasoormemromo .ftft■ .7aaa DOOR 'SCHEDULE . 1 . : y DOOR SIZE TYPE THKNS MAT FINSH I C r NI SH F I RAT I NG V.P AJ.sP.. P CLOSER NOTES SECOND FLOOR 2 1/2" RESILIENT BASE FL-I Olin F-.1 Fi FR-) FR-.1 F-*1 • 20 MIN 18 S EXISTING CONCRETE FL--5 2IA4 23A5 ' 3 EA D-3 II7 . . . 411,ZEL 3 DI I 3/4" - W"' F-I F-1 110 FR-1 24A5 2'-8"X 8'.-4" EA 0-2 F-I F-2 137 A 25A5 3A18'.-4" D-I I 3/4" -- 4 tnon " IIMI F-I r FR-i '` - 20 MIN 23A6 7.... 3'-0"X8 D-I 3/4" " -- Vilitill 6 :-. A 22C7 3'-0"X8'-4" D-I I 3/4" FR-I F-I 23C7 3'-0"X8'-4" D-I I 3/4" M-I M-I F-I F-I FR-I FR-I F F-F 6 6 21D6 3'-0"X8'-4" D-I 3/4" 22D6 . 3'-0"X8'-4" D-I I 3/4" M-I F-I FR-I F-I ' 4 _ -- " 22D7 3'-0"X ' " D-I I 3/4" 3 -0 X8 4 - iii"WF,'"" M-I Wrie. F-I p FR-I F-I 6 • 21E5 3'-0"X8 EA D=3 I 3/4" M-I F-i FR-3 • F-I 20 MIN 9 0 21E6 3 -0 X8 -4 EA D-3 I 3/4" M-i F-I FR-3 F-2 20 MIN 8 • 21F7 3 -0"X8 D-1 I 3/4" M-I F-I FR-3 F-I 20 MIN 7 0 22F7 3'-0"X8 D-I I 3/4" M-I F-I FR-3 F-I 20 MIN 7 • 21G7 3 D-I I 3/4" WI 14A-1 M-I F-I ' F-I F-I FR-3 FR-3 FR-3 F-I • F-I F-I 20 MFN 20 MIN 20 MIN 7 II 0 ® 1 2207 3'-0"X8'-4" EI*1 I 3/4" 2IH6 3'.-0"X8'-4" lb-1 I 3/4" 12 • 1 2IF6 3A"X8'-4" D-I I 3/4" M-I F-I FR-3 F-I 20 MIN 10 0 21F5 3'-0"X8 -4 D-I I 3/4" M-I F-I FR F-2 20 MIN 16 • RELOCATED EXISTING DOOR 22F5 3'-0"X8'-4" D I I 3/4" WI F-I FR-3 F-1 20 MIN 3 • 23F5 3 -0 X8 -4' D-I I 3/4" M-I F-I FR-3 F-I 20 MIN 3 4, • 2205 3'-0"X8 D-I I 3/4" M-I F-I FR-I F-I - 2305 3'-0"X 8"-4 EA D-3 I 3/4 M-I F-I FR -I F-I 20 MIN 8 0 2405 3 D-1 I 3/4" M-I F-I FR -I F-I 20 MIN 15 21H5 3 8"- D-3 I 3/8" M-I FR-I _ F-I 20 MIN 8 • A . 4 41) -; '' -". D- 22H4 2 --13 X8 -4" 2 EA D-2 I 3/8" M-I FR-I F-I - 13 2 2:2 0-I 3/4" • 3 3' 1° 0488' 1 4 M-I M-I F I F-I FR-I F-I F-I - - 6 6 D-I 1 3/4" FR 22J5 3'-0"X8'-4" D-I I 3/4" M-I F I FR-I F-I - 6 22J4 3'-0 X8 -4" D-I I 3/4" M-I F-I FR-I F-I - 6 23J4 • 3'-0"X8'-4" D-i I 3/4" M-I F-I FR-I F-I - 6 2IJ3 3 -0 X8 -4" 0-I I 3/4" M-I WI F-I FR--I F-i F-1 - . 2IJ2 3:-0"W-4" D- T I 3/4" F-I FR- I - 1 I (4) I 22J2 3'-0"X8 D-71 I 3/4" M-I M-I F-i F-I FR-I FR-I F-I - - 6 22J3 3'-0"X8!-4" D-I I 3/4 F-I 2IH2 I 3A"X8 D-I I 3/4" M-I F--I FR-I F-I - 6 22H2 3'70"X8'-4" D-I I 3/4" M-I FR-I F--I - 6 2103 3'-0"X8'-4" D-I 3/4" T3'-0"X8'-4" D-I I 3/4" M-I M-I F-I F-I FR-IL FR-I F-I F--I - - 5 14 2203 23 " • : -'' . O--I 3 ' 1 - - , .... 2104 3 -0 X8 -4" /4» FR-I FR-I F-I F-2 20 MIN 2105 3'-0"X8 D-I I 374" - 15 2ID5 3'-0"X8 D-i I 3/4" M-I F-I FR-3 F-2 20 MIN 16 • RELOCATED EXISTING DOOR 21D4 3'0"X8 O-I I 3/4" PM-I F-I FR-I F-I 20 MIN 17 0 2204 3'-0"X8'-4" D-I 3/4" M-1 F I FR-I F-I 20 MIN 17 40 23D4 .3'-0"X8 D-I I 3/4" WI F-I FR-I F-I 20 MIN 17 le 2IC5 3'-0"X8'-4" D-I I 3/4" M-I F-I FR-I F-I 20 MIN 3 • 22C5 3'-0"X8 D-I I 3/4" M-I F-I FR-1 F-I 20 MIN 3 23C5 3'-:.0"X8 D-1 I 3/4" M-i F-I FR-I F-I 20 MIN 15 * --..- 2184 3'-0"X8'-4" EA D-3 I 3/4" M-I F-I FR-I F-I 20 MIN I 111 KEY • MATERIAL C-I 2 ACOUSTICAL CEILING TILE. I HR RATED C-2 GYPSUM WALLBOARD; LOW SHEEN LATEX PAINT W-I V-I GYPSUM WALLBOARD, PAINTED VINYL COVERED GYPSUM WALLBOARD PANELS B-I 2 1/2" RESILIENT BASE FL-I NEW CARPET FL-2 EXISTING CARPET FL-3 SEALED CONCRETE FL-4 EXISTING CONCRETE FL--5 RESILIENT FLOORING 4 9' , • . • REV I S I ON BY APPROVED 4 . 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B-1 B-1 B-1 B-1 B-1 SECOND FLOOR CORRIDOR OFFICE OFFICE OFFICE OFFICE OFFICE 22J4 OFFICE 23J4 OFFICE 2IJ3 OFFICE 22J3 OFFICE 2115 21J5 22J5 2IH5 21J4 2113 OFFICE 2IJ2 OFFICE 22J2 OFFICE 2IH2 OFFICE 22H2 OFFICE 21G3 O 22G3 STORAGE 23G3 OFFICE 2104 CORRIDOR 211-14 CLOSET . 2105 STOCK ROOM 2204 OFFICE • 24D4 • LIBRARY 22D4 CORRIDOR 2IC5 COPY ROOM 23C5 DATA ROOM 24C5 CORRIDOR 21D4 CLASSROOM 23D4 CLASSROOM 21B4 CLASSROOM ROOM FINISH SCHEDULE FL-1 B-I FL-I B-I FL-1 B-I FL-1 B-I FL-I B-I FL -I B-I FL -I B-I FL-1 B-I FL-1 B-I FL-I B-I FL-1 B-I FL-1 B-1 FL -I B-I FL-1 B-I FL-1 B-I FL-1 B-I Fl BI FL-1 FL-1 FL-1 B-I FL-1 B-I FL-1 B-I FL-1 B-I NORTH BASE WALL FL-I FL-I B-I V-I FL-3 B-I V-I FL-I B-I FL-i B-I W-I FL-I B-I V-I FL-I B I W-I BLDG. 7-68.2 EAST. • 4UTH BASE WALL. B-I V-I W-I B-I V-I W-I B-I W-I V-1 B-I W-I V-1 B-I V-1 V -i B-I W-I V-I B-I W-I V-I B-1 W 1 V-1 B-I W-I W-I B-I V-1 B-I 1 V-1 B-I V-1 V-I B-1 V-1 V--I B-I V-1 V-I B-1 V-1 W-I B-1 W-I W-I B V W-I W-1 W-I W-I SCHEDULES W-I C-1 W-IV-I C-1 W-I V-1 C-1 WEST CEILING MAT L HEIGHT - AFF - AFF 9 -0 AFF 9 -0"AFF -0"AFF -0"AFF BEAC ENGINEERS LAST REVISION SYMBOL . SHEET JOH No. 91090 4•011.0011.1.0•11071■0111 FLUSH D-1 DOOR TYPES FLUSH -- D-2 - DOOR M-I WOOD VENEER M-2 HOLLOW METAL D-3 F-I VARNISH F-2 PAINT TYPICAL DOOR AND FRAME NOTES Cieratte2rAe& FACILITIES DEPARTMENT IWIIIIIIII111111111111111111111111111111171 1111P1111111M1111111111 I111111111111111111111111111111111111 • 9 10 11 wc.umuw 12 NOTE: If the microfilmed document is 1Qss clear than this • . i, OIP . , Oc 6Z se LZ 9; SZ VZ CZ ZZ 1Z 0? 61 81 LA 91 St tl. CI Z1 4 01, Z I /mm 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIIIIIIii11111)1111111[111111#11111 Ild111 ,,, ! :‘ 11 IIIIIII,IIIIIIIIIIIIIIII1J1,11111111I111 1111111 IIIIIIIII IIIIIIIIi 11111111 1111 1111, IIIIIIIII 1111,1111111111111IIIIIIIIMIIIIIIIIIII -. :,,,,....-' ,, ',-7."?' ,-',.,, :^ , tie, ,, , , „ ,"/;„,, , ' V,= fr 1 notice, it is due to the quality of the tprzlginal document. I. SEE SHEET A500 FOR TYPICAL DOOR FRAMING DETAILS. 2. ALL HARDWARE SHALL COMPLY WITH WASHINGTON BARRIER FREE CODE. ROOM FINISH LEND TYPES NOTES .) ALL I HOUR RATED ACOUSTICAL CEILING TILE SUPPLIED BY OWNER AND INSTALLED BY CONTACTOR 2.) SEE SHT A200 FOR WALL TYPES 3.) ALL WALL COVERINGS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS 4.) ALL EXISTING GAB WALLS AND COLUMN ENCLOSURES SHALL BE TAPED, FINISHED AND PAINTED. APPNWPONIMI.MAZIMMOIONIOVIN 0 AUBURN WA . 98002 O BELLEVUE , WA . 98007 O EVERETT , WA. 98201 O KENT WA . 9303 1 TUKWILA, WA 98 88 0 RENTON , WA . 98055 O SEATTLE WA. 98 1 24 7./....■=7."7/1■•••■•••■■••■••■•■■•.M777...•*1 4 5 6 7 8 FLUSH voloomelowireariggera■ CITY OF TUKWILA APPROVED AUG , 19'1 'IA BUIL INGD I ION B-1 V-1 .RECMVED CITVOFTIIKINILA JUL 1 5 1991 PERMIT CENTER 1.•••■••••e.leers•■■■••••••71....... REVISION REVISION KED R I ARCHITECTURAL MASTER E &C ENGINEERS LAST REVISION 7.68—A500 i 45' 45 CROSS TEE NOTE: HANGER WIRES 'E' AND 'W' ARE IN THE SAME VERTICAL PLANE AS THE MAIN TEE. HANGER WIRES 'N' AND 'S' ARE IN VERTICAL PLANES PERPENDICULAR TO THE MAIN TEE. TYPICAL CEILING BRACING NO SCALE 2 1/2" METAL STUDS RESILIENT SEAL 5/8" X I 5/8" OAK STOP SOLID CORE DOOR WITH OAK VENEER COFFEE BAR 23G5 EQ EQ I! 1/2" VERTICAL MEMBER REQUIRED AT SEISMIC PODS #i2 GA SPLAY WIRE BRACING IN PLANE OF EACH TEE. VERTICAL ANGLE, 45' MINIMUM 3 TURNS @ EACH END. VERTICAL STRUTS @ I2'-0 O.C., BOTH DIRECTIONS. N 3/8" 20 MIN. DOOR HEAD FR-1 0 2 1/4" FOLDING DOOR HEAD 45' 45' MAIN TEE 3/4" X 2 1/2" OAK TRIM 2A280 A201 5/8 "GWB BOTH SIDES TYPE "X" AT I HOUR WALLS SUSPENDED CEILING 211111 JUJ tIUIMIItt1111 ' 2X WOOD BLOCKING FIRE TREATED 11/2" X OAK HEAD NOTE: OAK TRIM, FRAME & DOORS INCLUDING SMOKE SEALS &HARDWARE TO BE 20 MIN. LABELLED RATED ASSEMBLY. A350 A500 2 1/2" METAL STUDS x 2OGA @ 16" O.C. W/ 5/8" GWB BRACE TO STRUCT AS REO'D ACT @ 9' -0" AFF FIRE RETARDANT 2x WOOD BLOCKING 3/4" WOOD TRIM EDGE OF 3/4" WOOD TRIM ON WALL BEYOND 3/4 "x2 1/2" WOOD TRIM @ JAMB BEYOND FOLDING DOOR W /METAL TRACK 2AI A500 AVM tintitititiag VS MY • G f • -2 1/2" SOUND ATTENTUATION BAT T DEMOUNTABLE PARTITION BRACE 1 1/2" X OAK JAMB 2X WOOD BLOCKING FIRE TREATED 5/8 "GWB BOTH SIDES TYPE "X" AT I HOUR WALLS 2 1/2" METAL STUDS 3/4" X 2 1/2" OAK TRIM RESILIENT SEAL 5/8" X I 5/8"OAK STOP SOLID CORE DOOR WITH OAK VENEER BRACE 3/4" 0 RIGID METAL CONDUIT AS SHOWN OR 25GA. STEEL STUDS OR #12 SPRAY WIRE (ALTERNATIVE) ALTERNATE (180 °) DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W/ SELF TAPPING SHEET METAL SCREW, ATTACH OTHER END TO UNDERSIDE OF STEEL DECK SPACE BRACE AT 5' -6" O.C. ALTERNATE DIRECTION (180') EVERY BRACE 0" NOTCH CEILING TILE AS REQUIRED PROVIDE AT ALL DEMOUNTABLE PARTITIONS 20 MIN. DOOR JAMB FR 3 " =1 -0 2' -0" 8" co 2 2A280IA500 NOTE: OAK TRIM, FRAME & DOORS INCLUDING SMOKE SEALS & HARDWARE TO BE 20 MIN. LABELLED RATED ASSEMBLY. 15/ r A350 A500 10 —0_ ' ASieWbla FACILfTfE S ®DEPARTMENT SCREEN DETAIL P 1737 "U" SHAPE I 1/2" X OAK JAMB 2X WOOD BLOCKING FIRE TREATED (2)LAYERS 5/8" GWB BOTH SIDES TYPE I "X" AT 2 HR. WALLS 2 1/2" METAL STUDS 3/4" X 2 1/2" OAK TRIM RESILIENT SEAL 5/8" X I 5/8"OAK STOP SOLID CORE DOOR WITH OAK VENEER FITTING P1001 UNISTRUT CHANNEL 20 MIN. DOOR JAMB FR -2 1•41111.r I /2" NUT TOP AND BOTTOM 2X2XI/4" PLATE WASHER TOP AND BOTTOM - -- EXISTING BOTTOM CHOkD OF STEEL TRUSS 3 1 5/8" 0 AUBURN , WA . 98002 O BELLEVUE ; WA . 98007 0 EVERETT, WA 98201 O KENT , WA . 98031 • TUKW I LA , WA . 98188 O RENTON, WA. 98055 O SEATTLE , WA . 98124 SCREEN DETAIL aka =r — NOTE: OAK TRIM, FRAME & DOORS INCLUDING SMOKE SEALS & HARDWARE TO BE 20 MIN. LABELLED RATED ASSEMBLY. A350 A500 RESILIENT SEAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. 1/2" NUT TOP AND 80TTOM A500 A500 2X2XI /4" PLATE WASHER TOP AND BOTTOM EXISTING BOTTOM CHORD OF STEEL TRUSS I /2" 0 A307 THREADED ROD 2X2XI/4" L FASTEN TO COMPARTMENT W/ 1/2" BOLTS FROM THE INSIDE OF THE COMPARTMENT SCREEN COMPARTMENT MOUNTING BRACKETS SCREEN COMPARTMENT PROVIDE Ul OR WH LABEL FOR RATED DOORS SEE SCHEDULE PAINT TO MATCH WALL COLOR 20MW. H . M . HEADZJAMB FR -3 �a 3"= —D IIII1IIIIIII 0 4 ms meH IIIIIII1IIIIIIIR1IIIIFIII1 1°1 IllIllII1lIJIh IITIIIIIIRI I MIlhlIITIIIIII IIlIIJI11IIIIII1 1 2 ; 3 4 5 6 7 ( NOTE: If the microfilmed document is less clear than this I b • notice, it is due to the quality of the original document. , 4 7Z £Z Z lZ oz 6l 81 lllllllliliiilll {IIIInII ill; i l l lllilll► I�III)!IIiIIIIII!illiillfi!IIII U tat 5t N El Z MilIiiilllllill lllliill llllALI k_i�l+i- ' \ ;�F:y r fw'✓�•.°AJtf ?:•J: r �r ...:: ..t' :. �._:�.ti. .�w:: 1 10 l I (I l I I 1 l 1)1( l I I GERM Ii 1 12 i 4 E G 1 "O iIIIIIIIII l lllll1IIIIIIIIIIIIiIIIII!IIIIl EXISTING 3 1/2" METAL STUD WALL 5/8 "GWB BOTH SIDES TYPE "X" AT I HOUR WALLS I6GA. METAL FRAME SEE SPECS. A350 A500 0 A . 1 IJUHHiHhIIlII InUMI ti l HOlii. ±II 111011111111111111111111 111 11111$111 MISC. DOOR DETAILS CITY OF TUKWILA APPROVED AUG 0,1991 BUIL r ING D ISM L 0 I TV SUPPORT DETAIL A500 A500 P1001 UNISTRUT CHANNEL P 1737 "U" SHAPE FITTING 1/2" 0 A307 THREADED ROD SCREEN COMPARTMENT MOUNTING BRACKETS SCREEN COMPARTMENT I 3/4" METAL COLUMN W /I /2" TREADED ROD BRACED TO STRUCTURE AS REQUIRED 12 GA. WIRE ACT @ 9' -0" AFF METAL ESCUTCHEON RING 2A280 A500 RECEIVED CITY flI TIIir'WILA MAY 14 1991 PERMIT CENTER I9OA500N. DRS /05.06:91; • ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY R'CTERED SECT DEPT. INTERIOR ELEVATIONS AND DETAILS ARCHITECTURAL MASTER 2A10 A501 91090 7 68 -=A501 1 r 3= LLJ 3/4" = RESILIENT BASE -h v=q4 CABINET SECTION o" 2 -1/2" METAL STUDS, 24CA. 9' -6" HIGH 11/2" SOUND f ATTENUATION BATT 5/8" GWB EXIST`G GWB WALL WIRE PULLS TYPICAL COL ENCLOSURE DETAIL [ 3/4" MDO HARDBOARD W/ PLAM FINISH PLASTIC LAMINATE ON COUNTER TOP AND BACKSPLASH 1/4" HARDBOARD W/ PLAM FINISH DRAWER W/ 1/4" HARDBOARD W /PLAM FINISH ADJUSTABLE STANDARDS ADJUSTABLE SHELF 3/4" MDO HARDBOARD W/ PLAM FINISH 3/4" MDO HARDBOARD W/ PLAM FINISH PARTITION 2A10 A501 ADD NEW METAL EDGE @ ACT ABOVE EXIST'G STL, COL. W /GWB ENCLOSURE 2A10 A5O1 LOCK WIRE PULLS EHAUST VENT SEE MECH 2 BURNER STOVETOP SEE ELEC DRAWER W/WIRE PULL ADJ SHELVING f- REVISION I/2 " =1'- WEST KITCHEN ELEVATION NEW 2 1/2" METAL STUDS, 24GA. TO 9' -6" AFF W/5/8" GWB & 1 1/2" SOUND ATTENUATION BATT COLUMN ENCLOSURE @ RM. 21C7 io 2A10 A501 ♦sires COFFEE MAKER, NIC METAL TRIM CORNER GUARD EXISTING GWB COL. ENCLOSURE 2A10 A501 FACILITIES DEPARTMENT r1a EXISTING COLUMN GWB ENCLOSURE - TAPE FINISH & PAINT EXISTING WINDOW & ALUM SILL BLDG STD BLINDS LOCATE OPERATING PULL CORDS @ NORTH END 2" METAL "I" STUD &.TACKABLE PANELS. PAINT PANEL BACK & STUDS FLAT BLACK PROVIDE 1" 0/HOLES IN CEILING TRACK & ACT @ 24" OC. EAST KITCHEN ELEVATION O AUBURN, WA. 98002 O BELL.EVUE , WA . 98007 O EVERETT , WA . 98201 O KENT, IP.'A. 98031 • TUKW I LA , WA . 98188 O RENTON , WA 98055 O SEATTLE , WA . 98124 ADJ SHELVING LOCK WIRE PULL REFRIG SINK DISHWASHER HOT WATER SINK HEATER A501 ADJ SHELVING LOCK WIRE PULL REFRIG MICRO -- WAVE ATTACHED TO CABINET T IIIIIIIIIIIIIIIIIIIIIIIII 0 ISTH$INCH 1 pE ez ee cz 9Z 5z z EZ zz tz Oz 6t et a 9t qt at et zt a Ol e e 9 s e z t WW p li I I I I I I ,i I I ��I =I I I ! I ii �!Illil, l IIIII11111!i!�I I IIII III!�Ilil liil�llll ll!Ill�li IIIIII!II E�IIIlllilll!Illiii llll�lil! (,!II�LI ! llilllill IIIIIIIII !IlI�IlII IIIIIIIII�IIIIIIII( IIii�IIIIIIIIIIIiii IIIIII!I! I119IIIIII :nII!I!!illll!!Iii!! IIIIf I!! IIIIIIi :!lIIIIIIIIIIIIIIII!II II i I If" ,, . . .. :.. -.:. ..,•.,,... - .._a..., ,, - ....,.... .,ri...:...,..._r,< . a. �.. ..., .,s „ .,..,_� .�. •.* -:.v ._ _ _ . .II �.II1 ..1.11111 I.II.. (lIIIIIIIII 10111 1111[111 11111111111 IIIIIII1I1!II1I1ILIllI11I1II 1 I1`1I1f11 I 111111 3' 4 5 6 7 NOTE: If the microfilmed document is less clear than this notice, it is dug to the quality of the original document. 1 I i . IIIII 1 III 1 I 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1I1;iII11 I 9 10 1 I' R NANY 12 40 1 *.) A50 I A50 I 6 EO SPACES Adi 6' —II” WEST COFFEE BAR ELEVATION �1 1/2.=c-0- METAL TRIM DEMOUNTABLE PARTITION Allr au tl wiil{tow , ll a!st ZliMilUYti/tV1tIJ ALIGN 1/2' 0 ALIGN COFFEE MAKER, NIC CITY of TU KWiLA APPROVED AUr , i 1901 4, BUI DING D IISIfN DETAIL @ OFF ICE • 21A6 2A10 A501 DEMOUNTABLE P A R T I T I O N FINISH ONE' SIDE ALUM. METAL FILLER FROM ALUM. SILL TO SOFFIT EXISTING ALUM. SILL RECEIVED CITYt1FTi1KWII.A MAY 1 4 1991 PERMITCENTER B 5O I N DRS/05 06 9