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HomeMy WebLinkAboutPermit 6231 - Boeing #7-34 - Tenant ImprovementTYPE OF CONST.: V - UBC EDITION (year) 1988 SETBACKS: N - S - E - ADDRESS 12870 Interurban Avenue South, Seattle, WA W FIRE PROTECTION: ®Sprinklers C) Detectors [] N /A UT PERMITS REQUIRED? ❑Yes No ( Public ■Works) ZONING: BAR /LAND USE CONDITIONS? ❑ Yes O No CONDITIONS (other than those noted on or attached to permit/plans) ZIP 98168 1 I A n . �. ... . . t oy\ . Bedford Properties ..•, 241 -1103 ADDRESS 12870 Interurban Avenue South, Seattle, WA ZIP 98168 CONTRACTOR KB Interior PHONE 889 - 9400 ADDRESS P.O. Box 849, Kirkland, WA ZIP 98083 -0849 WA. ST. CONTRACTOR'S LICENSE # KBINTCC16OQF EXP. DATE 3 _ 31 _ q ARCHITECT BE & C Engineers PHONE 393 -2850 ADDRESS 14675 Interurban Avenue South, Tukwila, WA ZIP 98168 CITY OF TUKWILA Dept. of Community Development- Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: PROJECT NAME/TENANT TYPE OF • New Building U Addition WORK: o Rack Storage ❑ Reroof DESCRIBE WORK TO BE DONE: COUF C•Ot.1IlIArJ('t FLOOR+ TOTAL SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET l O CC. LO TOTAL SQUARE FEET TOTAL OCC. LOAD USE I r `aril.. i I hereby certify that I have read and ( mined 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. APPROVED FOR ISSUANCE BY: SIGNATURE: PRINT NAME: �t'2y G c rx.,�,a47 COMPANY: •i / jG i This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection: CERTIFICATE OF OCCUPANCY NO. 12779 Gateway Dr Boeing #7 -34 Tenant improvement. N IA Division 98188 BUILDW3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) I I I , , 111111111'l 4 Ta : l l:i i l:�l; Illf1 r•P 1 i, 1 BUILDING PERMIT FEE:: PLAN CHECK,FEE BUILDING SURCHARGE 906.00 589.00 4.50 1 499.50 0923 0923 •8•40 0 's itztkintli I PLAN CHECK NO.: 90 -355 i D Tenant Improvement (commercial) Li Demolition (building) -❑ Grading/Fill ❑ Remodel (residential) ❑ Other: BUILDING OFFICIAL DATE: DATE ISSUED: ASSESSOR ACCOUNT # 000480 - 0008 - 35 DATE: PERMIT NO. CONTACTED DATE NOTIFIED r /` -&-r 'Y1\e (feorj Y: DATE READY PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: (snit.) PLAN CHECK NUMBER cio - 3E INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. PAI O PUBLIC WORKS O OTHER �T� BUILDING - C o _ { initial review G ROUTED L ;;(,FIRE (`6- /D O PLANNING Cgt.BUILDING - 1�� -� final review REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING PROJECT NAME fl 3 Li SITE ADDRESS SUITE NO. etectors C INIT: INIT: INIT: INIT: t 1 e-Y-- 17-20 INIT CONSULTANT: Date Sent - C ION: FIRE DEPT. LETTER DA ZONING: BAR/LAND USE CONDITIONS? 1 )Yes ( r REFERENCE FILE NOS.: MINIMUM SETBACKS: N- IF. E S- UTILITY PERMITS REQUIRED? t) Yes PUBLIC WORKS LETTER DATED: 'TYPE OF CONSTRUCTION: No Date Approved - Lctefi N/A INSPECTOR: /7/ UBC EDITION (year): 03/30/N (206) 433 -1849 .I4_ : 11;itria ffirEr•PI:i ( ll _ .' I'I I 'CATION MUST BE Ell I ED OUT COn1PLETELY PLAN CHECK FEE M = UILDING SURCHARGE BROMMOMNIMMINIMIlall BEASIMBEINIMMUNIIII IFIERMINIMMI ENERGY SURCHARGE • THER: TOTAL • SITE ADDRESS SUITE # 1 Z1?9 6. tzl.e 1 ,- RgioS VALUE OF CONSTRUCTION - $ 17ea ,clac) °° PROJECT NAME/TENANT ASSESSOR ACCOUNT # oc7c34 - G1o08 - 7 - 34 I�L.t7 , i 4--e11-.4 G- c s.- e;k4.6 c-j .4 Co) TYPE OF U New Building U Addition Tenant Improvement (commercial) U Demolition (building) WORK: O Rack Storage 0 Reroof 0 Remodel (residential) ( 0 Other ( DESCRIBE WORK TO BE DONE: 1 - 1 - 1.164- r-r I H r- 0IeM t"( (c7rrI Ge J BUILDING USE (office, warehouse, etc.) G rI C-6 1 l' Ales NATURE OF BUSINESS: G, 1 ces IT 1..,1 orz K. Actafp. WILL THERE BE A CHANGE IN USE? No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: � 1 2,10 Tenant Space: sci jZ1 v Area of Construction: 3 cj)e WILL THERE BE STORAGE OR USE ORELAMMABLE C OMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No g Yes IF YES, EXPLAIN: - 1 - 1,' IS GtJi T /- M 1"1tr.-49 ri. Herr€ `01 e, , 404.., PROPERTY OWNER i , A , , er., R rPHONE X 41- - 1 103 ADDRESS I26 7o ii.. I.etiitee6-1 Ave. So, L - -iTl.1E✓ ZIP 9816"8 CONTRACTOR f — i- d`ADt, PHONE ADDRESS Z P WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT f,e i C 11-I>✓ S PHONE r:13- 2g5,O ADDRESS i410 I I -I Wea,64 1 , .V .So, ZIP cJe,14,8 : `I HER I CERTI Y THAT I HAV R 1t3 AN r I XAMINED THIS : PPLICATION AND ............. C ORRECt ' d..:: AN IAM AE17HC1RIZ <TG. NOW: THI SAM TO sfM:.. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE / DATE 6 LO - 9 0 PRINT NAME liz 1 G L .i .eh.,..J V PHONE 3c3 3 ..-2c:1, lc, ADDRESS 1 - ' Lt . - K19. CITY /ZIP 1,ge 1 9$1051 CONTACT PERSON EIZte, < to 393 .. 291 6, PHONE 3- 291.6 j CITY OF TUKWILA Department of Community Development - Building Division DATE APPLICATION ACCEPTED BUILDII\.3 PERMIT APPLICATION FEES (for staff use only) APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at i33 -1851 prior to submitting application. Ih all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES Comple buildrng'permit :: .......... . ....... .................... Assessor`Accont Numbei .. .................. ...... ...... . ....... ............................... Narrative describing existing loo material being instal NTE .IT DISHEt • RACK STORA Completed building permit applica Assessor:Aooi unt Nun RESIDENTIAL ' SINOLEfAMILII DWELLINGBIADD1' Completed building permit application (one for each structure Two sets (2)of won • Site plan: • Foundation Floor: "•:Roof plant BuNdne :gtevait ions :(all_ views Building cross sectioni'<.: !: St ucWni.framing plant Washington State Energy;Code :;d Completed utility permit application S10•19 1315 of site plans showing ut ilities sl n a►rd W' s ite t a n ma b o u — lcatlon and cfreckllat Iior specflfo submittal NOTE. &tiding . to pla a Y P Y ad uWisy permit appl ; Adcfllor'& topograph an d so il s I n l orr pa t i op ( may be requred if . she oanoYttoVts, SddMITTAL CHECKJST menti RE mint r> asp of adaoent (common wall) te nant era q;: isions of building or square ............ ............................... xoposed;tenant space'; i , with use;of: .............::.:......:.. h ss: patleme law wal ls, existing wall, and wale to be : demolll onskudion rosssect sho wall construction and me' �ttac hmentfor:floo r s ceiling . .......:: ::.......:.....: Structural calcutedon stamped by a Washington State Ncens engineermay be required if structural work is to be done (2 se I f any utut?y wbr k li ro be dyne, subm separate u tiion and plans... StrUCMi oatc�it f erwheer:may b r one for,eacii structu RER Completed building permit application ( o n e for each structure C Assessor Account Num ber • Narrative describing existing ' r o of, material being removed, at Matadi) being i nstalled. NOTE : A ard//cabon letter 11 squired prior to final krsi oil of the pump RESIDENTIAL R Completedbuildi BE &C ENGINEERS STRUCTURAL CALCULATIONS FOR PHOTO LAB MARKERS & RAD HEALTH BUILDING 7 -34 AUGUST 17, 1990 Prepared By: BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Prepared For: BOEING SUPPORT SERVICES Seattle, Washington Document Number: 326- 90034 -01- CALC -S -1 Figured By: -&—/- - st/._-_ 7 ": 1 H. Shahbazian, . Checked By: eft U' ift. W.E. Moor, P.E. S.E. Approved By: W irt . E. " Moor, P.E., S.E. i , U. :71VE • tai'Y .;i ':t.. ):4t.A •AUG 2 0 1990 • 1a/CALC :90034 -01 8/16/90 a PROJECT 'Po ro (4 REMo DcL /LNG. ( 7 4 )� JOB NO 9 - FIG. BY H' ciA- HSAP /AN CHECKED BY , ° " DATE 7/231 f o SHEET .± o &f`cr.b BE&Cr ENGINEERS wt oo6=c'77 i/C of 7h/i s Citc c. a /Q 7,0A/ Per g)±' /r✓! rH 4/6.) a ,4c/ (3 rg ear /Jr:n : A.0 s /slfiy 7., so& 0 re r 4 d/' p /v.4 Z€4 f e o/ f'/R E s, /../N,FI /1/t#4./ Sa j2 /I4 J C&t ( j . ANA ty5/ S 4'oo srgdcrwt, CoH /sus / te 6/l ecAM ,5pAN /N6 oN 6;6 srb STEED 00ipe Coz w /w/l 44A A/LA SWo4 -7 No. j G / ii/4 j?f /Vo, f l A/$E Pu,'I /n/s 64' cA /4 7/, /V Su / /v,r 02,0e X001' : apish a 2¢ figs w/ // cArc(c 7yb exti rt sr/L.1 ctehec fo,e_ a r P1f S,l. c r,Je eiAf..S RS Tor,4 D� sc /IC f f f: 1.5 psi- �s prf to / as psp P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Sto•: ' 1 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT PA /4 TO 1, B dEM0bE /NC (734) JOB NO 9" $ o9 ° CHECKED BY kJ-5r\ DATE 7 /' 23 ! f FIG. BY N. s//41,03A7 /4// /A'4 /5'5 (62 NT, ern -,e A 9 aflcy 0r Q,r ¢ f494 /?y G✓u / SL r ,.. /o f 2r)Y = 70 /V r 2 rt fko. q /983 y Vf 4'/fr1 6u,/c//.c) PPPErlifi` McAIhE,C use: f 9s Pf .: X /./r /of 1)f,1 !//a( /yid pg. 2 3/. .Su ?. 9 (c) RoSo)cl. /c : 4 2,360 'Sr eAlr : � 6cL;c7ro ,4 / r ' 7° X $ r .28o as a 2 IN P sX 0 c eD esz 8 3,25 f u., 4 3 a4�I 7,0 X r S'4 f / /6 Iy 560 x1.2 _ gi.°lov'AfX X /0 X/ //?X( /2) •3 /.8 / ° C. 34. g r RS Pf x,/fr. to 's/= � Q d7 me t ' /9 r 48 : . 6 7 lSo d e -cik .. f pF /A/0 .> N 5 c e $ov < lg. I /20 SHEET 2 OF * sb'e A/ 7C /0 Tog QC t'4 7,04/ i BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: ■ PROJECT. PN° 'AB " eiV ° h "r ( 7 -3¢) JOB NO % °v ; ¢ - u r 7/23/9° SHEET 3 OF A# FIG. BY 1./ SHANi3A7 /ABC/ CHECKED BY Li DATE ANsttyps ( CW eci A)69 el4C7 of R,F 4 FRAf/ j (t ° A/ ) REVit-cv 741 a 6 0% c . : ,s-/{ f f 2X ¢ F/c/Imp j t/k SvsriVc%L e6/1./+ti e 2 psf /1 /Ep/ sT,ecsscs 67Y 21 r .71 2 /?.r c�ec/r fe¢N /% e r Fay E, 70/s }S F,eo /7 S/ryps0�r C4r eaG 1 574oNG. -7/c) f ` /,71 /t• s /0. a r 37 /1F sa/./e are-4 C 4p,-c r re E 8o fiJi X r e r f r1 </at ,J% 3s g x 37 t 23 Zs p Z <234 3! fiJS load r Jr /s /h .. ` Gf R = 37 /rf l x 8 X112 = an i 4 s , < 5/j 4.s. h Alex r w/ // 'kc, 76'G y/) c)il4 c7 s pgc cr9 /dcrt of 7 3 X/¢ d •Z X'G p4' C,NJ c-/j /' q , ... 7,1e ix ‘7o /sly' . 7, .Se c3e'A1 w/// 6c rt t / zNcca /) %yam sus/ /e-v eawt . 1 BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT PNoro (AR Rc "Na)i1 / (7-44) JOB NO FIG. BY H sf/Af1dA2 /AN CHECKED BY (■ A NRVS /1 ( Co/ , r) cflec% 4X /1. po,Ct /Ns N're %iii ' S,,4 N DM.? 4''ivs/ c A/s teerX4rSc C/e e t D/ sip 44et Z.7%-tee/t/ p/e 6 4 X 6/1 - OCAAfr WDc � /: /'rf" kse kir = WDt 1 h:L c 27 /s W r 37X a + /¢ = 3/0 i /Pr C .tNCLv)F1 er/ec>eiIly 1 /¢ f5t,4mss , -iv p • A G✓/cec ) 5 /2e R / 4 s , DATE if Ro - foD34- 7/23//0 / (/� /f I #, wl,) 3 /0X 20. or - Si14 4, f • , V••f . /.SX : /"°? psr < 9s /. /r; /of 4 ciirc, y e vcl Co V V. 1 e f t , o , C i I y : 1330 / s • 7 3. /¢ o /4j NJ a � 20, 25 r -9/01 r /SB ?d f=f' -/ . /saroX /z _ 084/ / osr 8 s /o.2 . 4// Sia / / t ,i E44 er qSE /so o X /, /rX • ?a r // 1 f /sZ < /'S i6 / /1 o yn ft . 6 -zoGd c./uf ro� C ZAP R of c/& t't r oN pAcr424. SHEET± OF BE&C ENGINEERS PROJECT f I/ To CAB Re /W o beC /A/G (7 -3 4) FIG. BY N' 2/1/9 `/4 P r#9J1/ CHECKED BY UJAA^- RA £ys (Co NT.) WNfc,e 0/1 / ¢X /G QUicz /Ns (ioA/i) JOB NO DATE G-1/99,1-5 , gX /!9oM a. / /o1..tc.4 /c. /24 , ZrN e)/n . ) M- ur�2 .w (4, Q.20 x' s 2a B XS 2 / /Or, /Y /J/fir) X%g - 2s Arf. 6 . S plf R6v /6-6.) of tNl` Z 4t) ( ad C o, /s _flood ,Ecccr4 /cr4C I /1/c"cb/An//c/it @ ¢.s jsf ,9cclaec /.r j = °/V /(/ /‹), cc t� / 1/0 r /P/ r f► /►/e a. 3e 4 Ms a;'t ,2A° P' /Jc , it / � S/>ie /n / A l5, 4 VJrcn F f c o✓ /7FA/) <... ate Dl /*l .- /•r PI 7•• 6rpp ./,7r jllff If Qlf /.r 601)4, u, Lrl /yo58 ( TN$cS. 7 ,N L Cam. eta C� ft5 f " C A.o j 2X 4 /' /ow rij PEAp Loa 6) '7 = a, es- off < a• r p/" a IP Fc,ALca , uA/ //caRM Qt 9Aic# la aci 28 o / /fr W e (QS /if f e.21' fir-) X6 f /1 /4 / = y ?8 ox �o � 2!' r 2 4s •. v= • r X gf a i r 92 pi' 4/ o f p./ aec f6. P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: goo j1. 7/2 3/fO od d SHEET L. OF C�� BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT P/ioro c A 6. , (7-3) FIG. BY 1 /' 5 CHECKED BY Vfr"-- JOB NO - I ° ?4? 0 9 0 DATE 1/23/ c SHEET... oF_. ANAllsis ((./s/r.) cyek 4714, 41/4 pq,ftwv-s (caAlr) cilec zza/ecr/oAlc : .0 of c... 1, v 39J 384x be ylo 4 fi 4 7 8 4 46 f go c S is ,s f zt 87c I bS < f 6. zipsF /s 17 • C# ¢X/6 Seksis /.4/ /Ap.s 26o J/ 4.441 r • 3 /prie r 9 int 01)(1,/T / 9•10 r 2. 5 ett/P Can/A/C c ra C tr 133o /4 3,3,40 As. oft Cit/f ae/Vd/v /1.olver6' 7' r ?BOA q1 6 1 ao/ /60x /4 /800,9Jzx/./rx , 97 X Pi petvie- H0.1 c,r (ffY 9 C 4,/c 601,4 dEcC' 54F S. /.5. 6 4 - 1/76'3 fiz ),,73 .3 p. BE &C ENGINEERS PROJECT P/-/ T) (A6 MJ cL /n16. ( 7-34) FIG. BY // 5N4/46A77AN CHECKED BY W" ,9/✓ t ys1 ( (.0 /)W Cl/K/( ¢,r/ ¢ ', ¢X /.b f c/,/i /,% $ 5 X Ago //2 ?X. l'2-1•xb2 >..9.. /.1I ,C 3 84X 19'X )( /039• • o 979 • S St • PJF x �s/5f t a, 2s /ff A1 r,r w %// pF5 /6AS / co rh/t..= 1 4 Pr7 5.: 'Soo Cr7 LS)RcoD " F.5 IS.- t // 71 y If( „ V /•1 a c/dd7/ 0A . J'FA/11S To . suyl, °/T Th'e fld /9C Tye F / RE • PA° r&c.r , n/ s7.57E- -1 590 145. JOB NO a sa PeAV Co.t(/s f // /2/loTE Cr( 0N Q S Pjf I/ VA C . /)vCi W. 6 .. .. psf 774 r, /✓th/ D a . 6 PsF SboC /A/ A/1 A/1 66•04,o1S e_ B r o u .. 0.c W= ' B Y b ¢8 is /fr w�Q _ sex 24 , 2 M 461X2f.4 1 42 Fr. 4, Df A/ f • , F/ fr,rZ , E r 1, 8 x00 �r 1 311 la e f4fr's P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: 9 90.34- 09° DATE 7 / 73 /? ° SHEET OF 4 4- /Or 3 d .rW , 2 = 23 0 • $ -�^/ , 5 ff.? /2NAGys /s C,/ce A/ n/1 ¢ ,v/ fr / to - 4 2 l 4 r j30 /J1 Co/dC €Al7XA / 7WG fb r ' i X /Soo / ?l fi /ire) )c 7 /A M x ZP 2• to /St, 7 e#66 f,2ear S7/ettt. BE&C ENGINEERS PROJECT -Pilo % o l /4/3 X e PC /n/'G• /7' S HAL//3AZ /AA CHECKED DATE FIG. BY CH C ED BY 730 r 3s Jr L 3v. 3 i Cli c De e 114 ' 7., ;A/5' s /(.b ° / /?x r2¢ , 6k/z5 * 384 x I , 8X /o .S 9 JOB NO (t a , qtr h2 ) x Q¢• , . • ¢/ 5 Fr-i4. 8 54°›/ N - woo s 49.9 Netr kid/ Gee ,4 )eq 4cy 0 f 2 k 4 oNhEQs 7 . ;Su/ /o/Z/ F /AC A- 1,e0 fecriok /tea 4 .7X G 7t2 /1' /s w /// .r,( /t / ,4% /r c( i r4 e are w //1 1 e CAerste v role of -gre4 !/5/9 J .)! PI o /-' -I./ P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Sto•: 9‘ -34. V 9 7 / 1 4 J 9 o SHEET OF44 rj Af ki• .1 f 6 V12- �2 / i B E&C E NGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT PiIo 70 CAS ,C6--"A4 o2 E ./W'G ('y3/f1 JOB NO 9 ° 0 34-01a / DATE 7. / 9 ° SHEET OF 4 4 FIG. BY N A- Ha,4z�4.A/ CHECKED BY W ,4 AJ) L y S 11 (ce A Cgec/G 4DE W4cy • .2,1e b 5 (r v .. 3.. �!. -I,S 6" s 3.9 ©.r! < 95X•. .- 8.6 /J,� T A t3.25 ... ` d/-- #/61/6e /Qgc/5 "fi y 1 e b c,4 7/) C /oJ F Me. by); .5 04' e X .5 6-rdc) 1 - /` ✓e ctot ziencrox. sM // No 771 . irk /r.fG1/c7 v? ee.7/J 1 ¢2sX63)(49 3 48a 4 .9,60xPa, a G/L f3 c - At4S Cot€1t2A/ l //✓LAS 11 , l /Se ✓EST/GArcl) ar.S jo Co e ur4N //(I /3 &A 3eAMS <N rA /s a a ✓t • (o CAI et) r/ /Veil/ (eV VS 7f do7rol` J 4/fr. f/ 178 a Cox 's ?• ,vcw 1X0 .Gc'4' 1g • ry/J / .9 (ao c %r, 460 /4 4 // (,4/5 t7,4',4 re L) c! /I Prfl (/'!. ¢ ) 6/641 Gove 4 Ca ‘44 rc) 0"/ ./'J' S . P/ . 3340 /6 x. (1Q 4-cri °N F,401-1 4 X/6 7A1. Wes/ co 14.J r . p,i• 6� �2 7 /‘r . (l gi6cr oA/ /Mean .A/EW 4,r/ o p r ) $ in /�,. teu+ ro - ( fitv/ f 4.Y/ 6 a olcl 5'6 ricf.1 L all 1 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT m o r O ! /tZ c / t ( 1 3 ¢) JOB NO goo 3 1- 0 9 0 1'44/ 9' FIG. BY /1' SHAH AZ/A:AI ANl1 L /S(S (CoAlr.) C4'& K A b 9c/Ac-7 1364 -1 ('oNr) �Gv�N L /Ne /3' (C ter) We 6 /8 " Col/ea/4 ; / ., y f/lo /1 c � G�NC�n/7• p . p, t a / 3 s� (0(757 / 'r'7, /32k25 69/ 77 Y pr./6 Z R : A- 97i' r 1//osb' zRl 2 99 7-/Y, 06 3 r /Y/ .74.2 zH /9vs f 67,779r 7/,7 , ft -IS . No r e ( 4 / fi l g X /no v i et r is •■•■■•••• c. a enn CHECKED BY DATE P• /2 ' Of I ( 9) W eRz)w 23 2) r 2 ?q iS cu 23X /9yS fr./ . € a 7 /o 0 /1, . (s c: ( • S P /)= 7,%0o / t 3J SOX Zs' f Q r c R ( g r X7/ °o ,f 3s, o - /0/, 57 r /y/ 0 63 /4 Z1? 2b' 7e7. a f • A. t,rrt t 4 /f a 7, 6443 ye- RZ 0 1Yo63 SHEET io OF 4 4 i BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT PH° rO L A /, l/P j'/8 c% (7-340 FIG. BY #. SHAH 3,47/A A/ A 1 /s (col-179 eHcc 47)& /icy OF 6/C Pt:4_45 �CoHr.) Coe. qM N On/6 /3 (.,‘,/r,) 6/1 6;/ Y /e (cm 7//7- 'IAA/ S (154 ff ?A Cf x�C (A) P s� t vc ` 9 yc7 Sp(c /a X I 1 r?7Psr I., /I / / cc GI . CuM4€ r .. De/6N 1 1)0 (10 7 „ft./ i)/ r' rkt. Y.7!1771 AF 6!G[1 CHECKED BY 1 JOB NO. 90 090 DATE ?/Z4/f SHEET i) OFL4 Kz /,rX Po 34.2 s /77/if /z /- of r / Air = fJT 177 /9 s,t o/c & . s wei2 0 BrA /4/ FA 0M /41:. �e1W/N /s G✓a o / 1# ('k &A /Z/ r ttvciA/ rej y / 6 r / /E-Vi7 whyeo an 74 0pa /Amc 14/ E f' 7k 40i %c/a cliEG /</n y F' /G=C /o /`/$ sw ¢ j s ) x(2 X /z)4 361E1 384xbe,(104x e ? 44 sy� • 9r6//. /S" 3s / 1. Z .2 7 100 X 9X (7i 26X/2 — 9-x yx /A , / �N 2yoan0 II L BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT PA/c) 6 'a Lf4R l'FMo /)&1 //V6 (7 -34) JOB NO FIG. BY N ' 5111 A/ CHECKED BY ^''— DATE /9 /DIALys'; s (Co n/>,) 2,e -. E4-MS (C' J ) C /l 6 1/4 .X3a b✓ = zI'P. tP,) 51 pi t I I X 738 Ifs + /2 X 3i 36 0 deck e rge- lyr36,E C,4// 7 / ev t tND P//34a t ?cr, X // V1r 26'/977 /4r 1-1/ : Z a /�i X ?',/ X 7 7 .203 12 r PI 7 P, P p, : P P• . r/ ;, ro Ri 42' jlf s l6' / 341- X /l.1- 96rX // 3 280,3 jr.lI M r 1"/ sk(� /.2 2,5-43 psr s 0 /3 / 9 `sl4 /pr ( 9'ao34- o 7/2571a a P P, P ,?// /fclen /o a cl Gr fo /. _ l8 ' /. o /yo /11 SA y o/< SHEET / � OF 4" 4- i BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT PH07 LA A emoDl?1I /G (7%-34) JOB NO 9.20344 -- eV° FIG. BY // 'SHA Z/AA/ CHECKED BY g — flNALySis ((°NT) 6 • A &E9emcy of G/[ 664A-1- (COA/7) C %/ YE 3....(C6,5IT) .. er /I 6 T 4 ' X3o ' 215 - IL/Y e 2,a /, v 9,2 Cf1, Ec /c/c1 ,3 c,c/ /)i. ij S r esS ES e lice /'I //5 ,0,4,/, yN / ( "a a/ I , oVEAjp ss y et' ci ff 5 7'V efcc.TS 1 ftvt TNG coNce . M a X /y /362 )(// t Q A4 ;5 Fr. /6, 19.x �Yo° /1,7 X C ,-X K r py, a x. g c... e/- —42.) .. - (/- . _,l 2. et W 9bf l! /hT J fn/ 2 8Q' ? fa)? . ( 49 -a) A. ( 1 .7 /0( 42.f1) 5- w a 1 fr- 6. 4 ► 1 M 6ver ) ° /e4, S90 - 13,7. , / /o, a bf [ O / � fr; / /oi eGS X /. /1313 PJ1 !r Of 3 DATE 7/2Sk ° SHEETL OF�1 V r2 o/✓GC'N T i c , 4 ( c am 6 2 . . e (Mir M) rte, R2 1 i ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT NO ZA3 oret 9oa"C /NG. (/ -3) FIG. BY h t., SHAP /347 /AN CHECKED BY \1 DATE ANi9/ys/3 (((Mr) CNF.CK Apc9)evGy of 624 co�i(v 0/6✓.' 43 (c rn) . Vt. 6 ;41 3 0 a (com7,) / EAMS (Corr, fi91c0/0 ri„j 7,v e: Rc4c7 (.efa) f _Li_ (�-r4 ) r ►y,3ba ( 4g#1 t g 65- (4g1.11 42 QX42 Gnu (e _ itt Z / { e 2 ` -//) . V, 42 Cf/& /c%4•25 ,Si( -a t s /e.ss 46 & T2(L Celt/P.M/1 JOB NO. r_ 50/394 /6s, 1yi16.)( II r ) ,' //3 Ihi 42 0 ovrag ror3?Y - t y/17 7 i 2S 4 /is. 3 r /.SX Z 4/7 - /6c fl.f% _. S,4/ " ` r ? 00 9u 4 - 7J2 3/ 90 cNcc/coy Pel( 'Croke r4 c4A/7 /1 trig cN� 6 To74 c , — S L ,xl (Tae -x 166" /'/36.2 � /3Z � 12 (2X /32xc o f f 3X /3A. - 13, ) C p 8)0o 6 X /S/48 • t5 r 1"1 otaY- e 6 a x, _4,x1 Zt X� Ain; X9 SHEET!!! ¢¢ OF A4 i ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT PHO7o (A 8 RnMODEGING (7-74) JOB NO FIG. BY f ' SN4H'3A7 /AA/ CHECKED BY \ DATE •`17 9 r . 51 ; `� 230 • el/Frk/•rj 6 r' <o( //( %A k� /, o X /9Xi2 2/4 96 r 2. ?s • /3.c/e A• 7 / 2 6 / 1 o /9N/1 ys /s (Ca fir, ) C /fck AE9 'Acy 'F 46 (Ca)t/ Co (//`1t/ 6i' /3 (Calk(T.) CA 6 3 4 X 311 " (C )A/7) ( 76.0 3 d Xl3,2 3 ) (9X13 A co 4 -- 304 t. 6)03 2 -. 4 Xl31 - fi l3g — /..3q 434 sr /VorG' (o4Q,%.7A/t prc fCo 6Q6 /y , .ri / S 3 yr• c/e 3 ovia f r 3.3,Xsz , i5/a wove e c7ore 61/od4/j efie /may cot fS /3.yaX5;f ,f oO 7S, oo 44,). � = 3 39 OA" (/ c 5'0,119Y 4 /.I X /So Pe f' r ;9 If? - ,< A 0 " s'tr )(sits' o k Foo r/ y 0/f . are A / 0 , 0c / ct / w /// s ,'V t sous ,MSstJe SHEET LC OF d' Afvc 7? assaffe A'c/ti poxc.r' $7&t/7t/ W f - oor/,i /S a c /ef c,(ar • Nor& /f'7'` j Ai/40 /<.. s /.trs vre t w,� v cl � dry /�+�- /4 QM M/4 C kolti4 C //G �lc�' , i BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT Pf /orol 4/1 fa ( (7 -34) FIG. BY th SHAHhAzM,c/ CHECKED BY Akm1 s (co Nr.) cyrs,e- A/> a cy fir' G/c o c4 »is (c -0 Nr) coectr N C /Nc / Gf 6 5 /x 3 ,/ 336 /If. 336cX/•6 r. 5 - 376 Lim 1q.7 r'5742 ' /l). Pt 7S 7 . . w ' /Or x -23771 REV. 5/90 //• ° /Sf ( c) r yx S"r r 19/ 3- r� TRW y X S� I r // / JOB NO 0 3 ¢ `• vf0 0415 t C.7 S" /61 • fti F- r /, S x a °/ S.2 t /38 DATE 7/ 2 6 / q SHEET_k OF 4_4 i B E&C E NGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT 9No L / fa 6 FIG. BY / SN 4h'MAZ /A V CHECKED BY w 1 DATE 7 / v ° SHEET / � ()Flit /` /Ac/ sls ((.Nr.) CHCC A-De9) gA of a�G , e4 '' S Corr) CDeo/v/v C /NE if (CoN at 6, 4 33 " (G4N S HE�i. ) day ranr, 11 fr1 I7 - bllj raf‘-1) o 1/6251 - 4 f r ZM c 237/7f° f /Sa / o r ZS3,o0 M p �/ .C.Yoe ,; :'177 I( /, /4 X.23771 REV. 5/90 4116 4ao ?4' 6.7 24'6 13 gtt # 9,t9C ffr (171 _ ./731CAz+ /3,azrx / Z9rxa p t 2 ,y6f /g m^�t c (M, x)w = . we ' ya'X r /r/ 2/o ff. / . 2S3,00 /o2 2 ¢a par •• JOB NO 90014- 090 Z3 7/ 7 9' Fr. 2%67'011 < /'S L ,. f4 a/c i BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT P//` (i / /a t /'t (r-3 4-) JOB NO. FIG. BY //' SHA-NI)ALi,4A/ CHECKED BY J$fr^ DATE 7/24/9 4N41y5/- (Co N7) CNcc /C ,406Qd,4ry 0,c e/C 4F MS (Lo4r.) �oc yMN c /Nv /1 ((a A' ) cit (o 4*X 3 3 .i Pa ( 3e2 1 2. •1 rC30X24 - (3x &24 - 4x2.4 ) _ , /8 g�El 53 1420 (3)(414 - 4Xlgoi _ . a¢C= X-23771 REV. 5/90 v1/FAS t. r .9y /0 b I N �Z pfF 17 psf (C Alb ( 3 X424 40(01/6) 5�Y t 3.3s = 5 6.44 letad e4.■.15ec r 3 1.3Y 9do34 - a 9 0 SHEET .3 OFIA i BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT PN o i (A 8 /W')& (' sty (7 -34) JOB NO. / DATE 1 ! 2 6 /9 a SHEET A. OF9.4 FIG. BY Hi ff AH, A7 MY CHECKED BY AA/Act/p (Co r.) CNEC,C 4/)C/,47 op 44 ci4/45 (Co / /r) ca (,/ X ( /Aft /2 G/L 6 ?4¢ x 22/2" esr /M.4Ti�j 14/ a w - ,o,Le uI /*iy / c.FACT(o /' /S RoM 4/14's / 4./Y16; , 1/4 0 4.10 0 s) % tt/& 1) r�� f weer o l C44. f . rile 4.64/V oCJ C.NiT. old Cods..(. 4X3101 3x35'Sv R 4 l (.4 -14.am /u. R 2 V s ; C X-23771 REV. 5/90 t 4✓ /a k,aCr -s 9 /Cs yo / /s . r ysnx 2xyiay°.: /5, 4 F° /41f1 75 /Mf 1 33 u s /iii f40Mc_ Nr i7 /)7//,h0 7, o 75-o s( - / 7, n l t. .tr>•:14 /2 7So /6'11Z- 2Si 52�^ t 4iby0 r 7 50 A /6..r. y, ‘yo r 7/ C /4s s f.N./`!J /mJ. •S / ° / 4 47/ a/b - /7 /0 /,6 _. % 8 /4j /4' z5 524 r S +X4 1�2 -y . 4" ) 9u j7' S 4444 / °/- — 17,4 #a rea t(7,01 14 2s , ct4 0 okice i 13E84 ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT P /4D PP LA/i xem0 DE - 1/V . -3 " 4) JOB NO. 4 0 34 - of H fl FIG. BY /f' B4f- /RA7 /�A/ CHECKED BY W � �"�`^-- DATE 7 SHEET Z o OF ..24 AN/Vys /s (CoA/n) CNcc/C 6 /ec, v/,c y o%' CC / 3 1 - 17 /4A/1" (Co lslrr) C. L VMN l /(1/e' /.2 (Ca Air) &/t G W 5( �s / /2 70'/".) chi u/AT /� y /-70 /MUM pr/// rc Hamm /r Orb 4., 7 / X- 7So z I'1 - 9/ x 79e f l4/3s3 `t./4. Ne6Ard no/46/✓T C,e /7 /c am C : ; /V 2 S �s24X l2 . r 537 fsZ v le / S 5 /5-0. /S0. Defe c-cr/o/VS aft Cv /vAit /s o/V ; Aterid w1 VI 6 �� u X 3 9 911-Y° y = (Ix 28.i.-z/- d 3 ° /7X 73 t». 4 So /4/ W 9b; M T HINGE ir 6 car /f 7•s 4Xd C/fce//c /.4 j 7'e/cc CA /'/7> vc2 FA/1.) I/w y/Pyof- 7(0 ) /3 /7 / /s9 /If. z M y X /; .•1 943X /3 / r /9/1 cTY ,Cr,, X•23771 REV. 6/90 i BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT Pion.) /AA R>✓M0 6,E/ /;14_ FIG, BY N' SHAM/3 Ar, J ,/41//s (ro,vr) CH6 /C A/2 -9)dACy o,c GAL . itiS (0 C 1 u,"1N c /NE /, (CaA/r,) 6/L fo >Ai 3 9 y (cot/) I 2 3 y /..5-x / ?& AJr o/c- 243 f6 /`/ /i 4?YX/ 9 / 2.5z ok 7, op/E-4 r w, n 5�J/1 A/ 14//// fi/s!s ,4NJttre" 7/1 e / =� &c 7 • fr ?26- CA /V 7/ L E/c2 /t ovv / ?'J /7/37 / °Al. E (ACc'(Q tt .% f /XE E') MoNtENTi /2 fl.z: . 963x3aA s3g/17 � /A /47 If X ._ s 0.0268 =IC) e 9/ G .. arx • v 26 & s3 40263 1-• aZ34 Pf $ • o 1.3? , KZ ..234 47 of 6tg .. oz3 7 -14) JOB NO. CHECKED BY \ A" -- DATE 0 �� / ;►t _13 9o0 3yt ay 92 3a 7/ SHEET 21 OF -1:5 Kz _1°9,40 .r 01/40,6 a$3 .17 64116 _ c.t!lc. .01 4 17b -.5 3/7/, .11t1 W/ t• -sy 13 t41o88 4 84 / O R.3 Af(K7 w,// e> /e r. Ta *c rC7 of tf/c c4,l7,ie YC#t ; S 151,310 ���r r K/ -I PP?, / K,. 3 > •, - � � Z3 4' M i � _ DP( 03.-) ;o3S o 234 ".G1 /v7Z ? RI kZ R3 . X•23771 REV. 5/90 i BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT PH °7° 64 6' '& /o ,)E( 4v (r- 3 4) . JOB NO FIG. BY h 5 HA/WA 7 ' /V CHECKED BY 1. DATE 4J✓4cys it (co A/7 cHek f//)6 - 9u , cy nr qe (co/vr.) Co "' N L /Ne- /z (, 4 7 .) G/L k 2 /ye /3 ' (Con, 7,) 1LT4l4 //7 , hov IJ /taVt (ISe /4/, f. ? v fr./4 F/toM /8- to F/N $1 41,7,9EsJTr fz 7N& cAA/7 t 8t/c,C. IM1) c/ (fe ACGV/ovs ere /M/NC VIA 77•74-e MP Al G/47r 7i( Y cfI (CN /R ri v Me. / Mcri3,t /S g3 : 963X32)/ - 43 °,/8 .0 :•lei 100 80,130 6 3Y - 71 / /2/ qo o Cfriet 7// 2S 57,4-N / 1/ 3 r /!o c, /45 J/ -- /s / 3 /¢taOf/ O - 9' 3,r ?8 / / r° . /5I y = 943X /4( o,a r /0,711 97 3 Rs r V V z = / 7/ 9,' '. / 43 / 90./ r 2'8/ • b +/s 475 —41, ICI + 2 9 so • /09;686 +15-1,1 /f - So,/ao 0 /6s, k / r 1/3 t /7/ /$9 .. /(0/°.2-1e /Ws? s 33, /5 /4 X.23771 REV. 5/00 - 29 / Sob t /09,6Z4... 6 1 8 0, 1 o 39' q " /S�r1 e 0 / %b • '73, ✓z 07 SHEET 22 OF Fog i B E&C E NGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT »/O 7 Log /4 moo) &L //1/G (7:30 JOB NO. FIG. BY /1 5171, / / /A/Y CHECKED BY tk / t1w- DATE 14,V 9Cysis (Cg/ C✓f c k_ k)(.9-/Icy )/ G.A. 464.i .S" (C°A./ C.�1449/( L/Nr /2 (Co /V 6/1 6 /f Pl (co^/r,) Fla ,-7 a ‘0(C7 j /100e /M ./,y /✓F G ft // vim AA. M & Al X5.4 11/,r .- v t�f = / 9 O ) / 3 ' . 963)( i3.4 /t . 8 ( / . '( ff. (4. cal erf</".y ri``c 7z/ $ An! 963 x . / °/ 992 SG3 .9• ?) //' 4 4 tee/ /a° - /x / 94 -2X //ist Y >n M /6/ o f* /4 0// / �IlJO . G Aq.s /Wv-s X•23771 REV. 5/90 2/ ?a* 963 /3 4- c / 4 . ,i37 C M,04-1: /r o A/ / 9638!, 900 34. 090 Tr /c 4.9", t e( eft. en/I) c 6e /vc/iV 1 . {"r 5'71/L5145 e. /lief f 0' 0 /NT Gl/erc c- E Fi fo Uf/01 547 Sf frc70 4J K7 w. // c,4 c/C 7k /7 /Rah/ 1\(r'r PA- /V M t / 963 /s /fr 1 �r Y -' Aet? 1- /44 711:. Ned 4r/1/ R3 SHEET__ OF I�' i BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT PNora I. AZ FIG. BY 11 SNANi3AZ /AA/ ■ACyps (co Col vr / /NC /2 (CoNr) A1X37,/ (G iz,) 5 7 A AA-5 T f ':r1 a r Co 1 y 7/V L (V= ' 5 G Co 3 4. X 3t /if ty ., 5D ///r 3647 AS 336 0 CALcu /0 7/v c 1 4c7 A/S R/ SP'f wl A X.23771 REV. 5/90 S's 336 )(78 cXP -RI 2 / BS.r /dr (7 -3 ¢ ) CHECKED BYL$ " ." C #mac /< /may .r /reSJas & 2 A/re/z/.R. Sa//10A . ay a/4 -, f JOB NO DATE goo34_ oft 7/27/P0 R e v / / c f. (it c4,vr. ENS) 414720 check .. n /e ‘-`) V 2 L V 3 SHEET-i4 OFi4 1 BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT PHo rc. LAS FIG. BY 14 CAA CHECKED BY(' DATE 7/27/9 SHEETLE OF44 (coo) Co 1--7 /\/ /fi e r (CoAl 7 ) qZ 4 7 /1 3.4 Ai a 65634/-1 i'7 . Met /6/370x/1 - 3„ b X a 3 34. ° 0 , 2 / - pl /./s .aeso 2,v5/2 psi . 6,9764 I • 7 / , rt c. , t 70rAc ei r rivc: CA s L.4 e _ rx 51/4 (3e,o7) (3e! it4t) P-e z4Er 43E2 33D )( 14 ' (3)( m t ._ 4 h ? in.2X/01 43/0. 'L 2.6)1 if 4 • ??‘ 0 X irk 3 , ccz • 4e9 S y r 4ezi 6 3 C".1..r /5 E 2 6 ( °A7.310 DC 's “ Ccroy/Ort r 3 X•23771 REV. 5/90 6// ( 7-34 ) JOB NO c 2A1,96 . s74/ /8 22 iorl cAr 1-5 / o 7. . 4 ( /S 7 ?te, , /.,2/ 2 47,k / 340 X.23771 REV. 5/90 1 B E&C E NGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT 010 7 t 3 OPMA t- ( 7.- 4 ) JOB NO DATE .7 ° SHEET. OF.. FIG. BY ill SRA 144 4 7 MN CHECKED BY 1 J Acysis (c,/.17,) coeumA/ €//1/4c /..s (co/vr.) 6/L sea ,r/a P r- 32 /.4s. LV re /1/r (&#J/to A, 3/ 33,4 •° _ / /) 2 217 qoo L 010 R - 4x?3c0, rox,t4 r 7/?)o /41. A 2 ..,... r / r /& 0 /).5.2 Oik. fy r 13 A , a ,x ,. / r 2 — 5-42 X/3 — 9) °X d • 77 4 ° X '-- 77/ aZr fr. Pe;ce is 6 R, ' t 1) I / e / GA Os X Ic /41 ' 5= - P W r 5 /1/7r (Ca i t AS C ) I g t 2 / M 5/S 5 .734 r 18/7e 4 1 / 77 f6 28, 7f6 4,2 r /0 ao pis tf /9A PROJECT Ali o r3 / AS '1/G //2( (y J'4 FIG. BY /I' SHAN /AA CHECKED BY V --' ,9,v,4 / s (caNr) 0/6 / 069a A cy off' 7.s i,' 4 cpc Tf.s. .¢ ti/t/1 oN L/Nc wi // clEc( - 6 , D/`/C . fl to C/L ,4N.9Gyr /J a/✓ L /NC /2 l s, y7 q /41 (/0 /7) & ,or -18,1 K ()a ilpeu r N'-7 c. /4..7 e F7 X 77i12r / o(' 4'ckLi RCCA4utt L V a.,.,. .el/ Mt/flit 8, eta /4 C/8, 4.9 . — / /.13 X 17.1.21c/2 "37 => . a. c-7.9A ksL 7 k/o p 9 r STS /‘), N /2..1 X/z /,.5 r /¢g »> . fa.. c 6'8 /1 . D,4 /00.0. >"*. C 4 c/c bytj S4 /CS /2/e SS .4 :3- ; �JF L P� 1. r /„Z (fp ' O o /f S. S . dry /UC T, oN BE&C ENGINEERS JOB NO DATE N o f s ited 4) , a S o ✓E /x,18 > /S »/7 �=.. / =r (f r 9S J <'a... /Jf P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: 9'0074- o99 7/27/ 94, �s (V7 t V4C 7, oN ar A So/ , & 1 d - o4&, esr /M4r ) as pla (I aN /8' '. /J oNP MCAl7)o , A /JG 1q4 /c. 3 -34 /J S c 7 -u/' F'v fj'3 k SHEET 22 . OF.4.4- BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Sto1: PROJECT P//O /A2 //'6 AD. (7 -3¢) FIG. BY / - 5WAN/jA /4/V CHECKED BY U- '' f}/k1/4c ys/s C'f/6c/-. A ?sgcy of 4 , &Cu /Y-/Ns . C‘ colt/re/16 Co i ur,V L /NcS /P. /3) /r : 44//// e . . 4 - 1 / • / f /NL /.1 / Q /.; X3,.189 /Is (Jj . 10) /",X /7 ' //.7 _ 907 r /5• ,er% .:.jam A X136 Ca' L c / v alit-eke!) %f1 /1 CSC �p?/� /.�s �.ao rin� . fjaJ , �cE-1 oN 1g / rN /s ewe W/a r,0N 6 aM N l//v4 /s 5 ea - CocA; 1) N ,? - s. X_.1.1771 cacti R ion ((a NA,) cote. 04 / ewe /3.97X/00+ X S..r8 r 7, /qf3 /S5 So/ C //ers /mss 33 /Bt) // 5;21'xs 60 Ci J 414 4 Qf ' v //O ...-f i / 37 // f _2/ 370 r - ,23/ 74i 7, 3 7 o f SAS 6 S s /. i 2Sr JOB NO 9°O '4 ` . DATE 7/2 7 . SHEET 26 OF �¢ 7,4s G,/Yc- r• T 0 /C BEliC ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT-011._ FIG. BY J' SN•1 /J CHECKED BY U–N`" --. DATE ANAAcysis (co HT) C'Ncck corns r a^l JOB NO 900 3¢-- 9 - 7/27/.0 CiPiV /IEc.rion% Dc Cda//k%ecra . Caj<'ci fig . x O e ¢x /6 t! /,sr/ Mzi /1,41/Ns p►%r . chei 1 . p/r &wouJC y on/ . /R i f 4 E 6 o/C r`/;s cAt /4 r» 41 , A/c-Kr w // 4cc // / -/ /■aE CA /pc/TJts f/ 4/t eOles, CoeNMA/ /NE tin/ "c' /, spec( HC7 =G. Ni,^i • catac(Ty - 04 /3 'c • /1I 4 6410 /4.1 CoCu/4AZ /4/6 /3 3.-10E4:/f'iEID yc 7- Ca ac /7 ell. /Sao /J. s/zef j T,/6 Nco/ C. iIAl s y Xtv o N ( / 3 a✓A e c-1, , :e. ?'aK 3'a/1 01 /0 /► ,C 2X , 57.D (7 14 U2..w /l ° J R = 43c/I F °/1- dX Ti) ,Jo /I/ l/a -'7er '/f /v 07/ al 16So /1 -7n/ Sc/it-?t'7 47 .Zw 5'0M 5 /s a.o%µ 4- 1 )4. to 2.- Fxc &ji r / co/t. o/ve 3. 6 WySQ ' s v A I / ), o VV 4 J rr t'S' SHEET AI OF-4.4 F . BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT fl/c T° LA 8 4//444 (7-34) FIG. BY N' SHAHS/ ?,Ax' CHECKED BY kdfv" A NA/y's;s (GNr) 5omi- 1fl'/Lr faie 6/P,v /7/ NExr w/// eACCU / q 7/;^: v (1/, (/e L 3 T/✓ €c / v (io 1'0 /4)/ ?7 � D 9 C/5 JOB NO DATE C4eck Ef/ =ELr o, T/e_ a cf 7/ 4fC4 (PR tlj c7f /TA /44 cr jJ< f /J MSG '6 t ( d/f7 If 0 2; 7/4,.. e //f o / /e r Co ,v o NF/∎/Ps C'a v 4 /e s /S 7 /^'`, SC /lf1 /C / °" c cJ . SEA / cam' o F G/G 6e -/w o /v cot. C /NC /$ se,:e as (91e 7o4s QA.. po,7 oA/ oaf X00% K� � /•�n.. '- /1 v N CaL c /)1 1/N e- A 90 o 34 - /40/s 7;:4 Ns /M (a- v, 71,e ltia., r 71 6 r%cAz F 7/ . A1 ("As C0 t1MN aes (/S 7 o /a /(f1 7 SHEET _32. OF d¢ .. 5/16,4,?. 5r,eeSs 6610)/(i/4.. ,7,Qc3S 6- L mac • CONE : f' / o VE i fb y. vVER 63/4) 33 O4 . 13 B /tz Igo /s. . 1 1-Yeoliz 2 y 0 p b 9 /1. X 13t/ f3 47702 (qo Pal --. 23s "dust 2-438 . — - Yei 3 -° ,IJ I & ps7 14a 0: -'- . 2543 1 2 e. a. 6 'At' xv- 12 74 /52 (q° 01 — 537 f$ -- -- b X 3 12 lapz 1 pi; g9yfs2 6 Ut''x 3,G " IS /4 air /90iJZ I62tpsr 2yL1's1 -- S/G X 16 0 / fJI 190 /SL I byolsz S 1 c 1© io0 Psi . Igofii 1 soap/ -- -- BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT fl/c T° LA 8 4//444 (7-34) FIG. BY N' SHAHS/ ?,Ax' CHECKED BY kdfv" A NA/y's;s (GNr) 5omi- 1fl'/Lr faie 6/P,v /7/ NExr w/// eACCU / q 7/;^: v (1/, (/e L 3 T/✓ €c / v (io 1'0 /4)/ ?7 � D 9 C/5 JOB NO DATE C4eck Ef/ =ELr o, T/e_ a cf 7/ 4fC4 (PR tlj c7f /TA /44 cr jJ< f /J MSG '6 t ( d/f7 If 0 2; 7/4,.. e //f o / /e r Co ,v o NF/∎/Ps C'a v 4 /e s /S 7 /^'`, SC /lf1 /C / °" c cJ . SEA / cam' o F G/G 6e -/w o /v cot. C /NC /$ se,:e as (91e 7o4s QA.. po,7 oA/ oaf X00% K� � /•�n.. '- /1 v N CaL c /)1 1/N e- A 90 o 34 - /40/s 7;:4 Ns /M (a- v, 71,e ltia., r 71 6 r%cAz F 7/ . A1 ("As C0 t1MN aes (/S 7 o /a /(f1 7 SHEET _32. OF d¢ i BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT PNJ r° LA& ti, A' FIG. BY /' Sf/Ai><6P z /A CHECKED BY f /9 /5 (Ca Nr ') A•c`44 420 ci f (Co /1r) C/9 /q y /vy . 8a 1 P = ZRw s - /. c: 2.7.1 Z V= k/ Roof DL . w s ,g 446A- ; • (f}/1 (i4) /9i 604- // ) 3 y/. ox 21 7s G S "4 ac7.A/ /A.?' ,x'7,2 / r d f ' / �� 72 //0 - 7 ? - (/7-39) 702-X I/O f- (/P'' * / °S) x ( 6 0 f ) X 24.4 /ft• rr (44c` r /7/3J -42 - 7/9' #20 r 9/V3 SC /S1��G Coo cir .7N /v -,C , / /1/ Lc /Ca /4 7 /M(1 CoN Li? c`7 l.'s%/ / "PC,e1v (0ac/r' calk/ > /2i / /i4 J i- - 4/ (n/r 99,900.7- /re a-/7, 60 /hr. X•23771 REV. 6/90 JOB NO DATE , A/o// 14/e /G// /7, /04X f— Li. /So c 9f,o 5 //t - fork, k'`).v/' r /1 /JfX 7/92v r //a / d r V /61 ()Net 4'o . 2 34- 90 7,26 /y u SHEET 3 OF 4 (3 , , e / *(1) wa 1/ 5,.: r� M ( /os + 8° ) x 53 l 17/7J s' V4.4 ?x''1 ij o , hig '' / / b'"' -7211 ///y/ /1/ r b s / -17' do •g£ 133HS 11' cA1 / 1 i /g/ 09/ do vwv✓ //t//W - is p. S`iWYgdP/e p"0V 7v) /J o'J 2)1 1,'c' 86/ '7'YI' `/ z - ' es7 J°er' 6 /E•4 31V0 0 b-9'F006 'oNeor £ /f'r - *)(0.11, �f /y/ oA/ s (t'f) aC %dv9On 06 /9'A3d ILLCZ•X 'f r/ c'r13 //S L/ j oco %'S ,Lof. / /fr) �1 f1w /J42 � rr / a co /g£ - o,c iX�o /X ' J:: )C 2 6 yL M /1 ' I ! 7/ o '/p/ - J s °E117 x Jfl/l/ 76 :/co (2 !• ?IV / 1 r ' y J et) p , - , 7 ) . 7 0 2 9 / 07 do N c /.1/(/ bi o9 . . o /9 Q26/ 7 r %-' c y• s CV N 9 /s:v % /V /, 1/J wc'?'J ?70/'.py (t:/7/ b4/ Jo cy? /fr.?a' 4 ,y 11 / 0 / y /' 3 7/9 x.� PI ' if" G - 0 0 / L J ? x16./ • = / I ' J • = l ) ()Had) (/ ) (1/Y00) No /1, 2,i /e (s Y) /y ' p bo> > 1 73S � I/✓o,) ) r� ') 7 -t/?/2 fI/ (cz/V 02) r/5/7V/-le A8 03)103H3 /V - ,v/Zt/9Nf415 ./•/ A8 DII Jto e1 °No 1O3rOIdd :does Hew LOZZ$ I86 uoi6uRiseM 'eIuen LOLE X08 'O'd saga ��a�a i BEB&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT Pilo 70 /A6 Q/76/0-)F C -t -3 1) JOB NO FIG. BY N SH' 47 /A CHECKED BY VCrin^ -- DATE A /4-C/ /s (con/r.) CA7 g,4 C Cp a Vs (c /r,) S ISi`9 /C !'a I c if)/ 11/.5 (c /r) ram( S1v_4 r Z04 j,,u //S f c/ld 70 o,C o /!lr/f . co C e L /N /J ,' f • 2V ) /l0 ,974c /c/P /s. Lc"i;Vc461.0 r1- wu // e % ,r gfee_r • k/ r of C //✓c $ 6 / . /a i t !7o i4(0.h. y G /i✓c~ 1N M /,✓ /Mu/'1 Cfi l'AL STra/If Co,vNcC r, j (/<L e,�( s t /Ne 1(5.4;0 -C' 2X/f o o T 3e00 # e/ /.2 a. Cri;A3A) Ca,a 2 X2S'8o S" /Go /Do 0 // r (/4/'' t / /o) X //0 / $ 17 1P /o °° 4. fa 3¢- 90 7 /23 /90 /Cps .0, ea/ / h t /) /Lo ✓ /Ucj /S'GS4'L X0 G'Ll fiG«! 11/ ..P /eC.iXQ PG 0 /� / `7 /of /y° Z ro /S / , Q (rf5715-9) e . ca fdI 1 4' x S /8/ ga a Q 1 2 2S° Of/ —> '15 —3 -� —a ---, –a 2I+ ... \ ... 14, ; \ . . R3 Rs » » RI it Gf s�I8Y�;r�b s//& 4/L 51/3118 A z ; .2d0 /S //7^267' I s gfox2 1 r /4;00• /Sr., S /Cc 3 = fro /S /F /X 2/ •r x2 /b / oon s 2 /4, it d X.23771 REV. 5/90 SHEET OF .¢ •C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT PHJTJ LAS ap4.AA /)F (7'44) JOB NO. FIG. BY N 5 /•N CHECKED BY � DATE f9N. (Air,) 4/5 (C' Nr) sZ7s s'!� c Co a cis , 6 i , V (c Nr 7 ypeAL - C Dep4 -iC wi // 6 . x erR'fi rrad alt. GA L 4rAMi @, /S LING' W/a Al e � /709 co ///et ray< of S v./ A/ X•23771 REV, 5/90 Of 4'eJ'/ A/ 5/a ars / ,I.,//0 (4/4/Y EGT/ DAA/ e I/ /Es / 3 / / /l (..c NNE'c r/ a n/ PAO siM,rat' cr2On/ -7f £ /2 , Q . Coe c/r' n/ ( / Cll. 6(411 r c isuriE (/L l3fA,HS a. /3, eik co L C/,► , 4c . o , G . Eon1N 7 oni j 0 cl f' ?2 92 6 /4J. 2'W vl eMa Et /T s T� T4C &vac /7r = 9,1 & .z 43/ r.l o / `1 o n -fa 7/143/g0 SHEET 34 OF a4 /,r € 7 o% C'G (u c/r y %! /at ye/ ,e47 Du c C Z/Nc 8 // a6o r . ca Mc/ ,f/ Ca / /,7 W / ea pat I T y a/-: 7, 6G S/i 4,S A Cp• e)/ -sr N5l /f// i w // - j /e. u /s/ /kW /'' aF 7, /& s Tia/r cll Litre C rya tk/ BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT /fI07o i,4S (7- ?4) FIG. BY y" S // CHECKED BY V�"'" 4N4 -Lysls (corn) (ArcT4 / 4-C Co A (Co N'.) Sc /S Nl /c. /.oa ci ,tn/ w) 7/S T /,v /7/^ y .//'4'1 //c c7 e sn/✓S //1.4 70 . A-/1 E'i} a f e oM p edv/ v./S A/z cA- . 11:) S�i=N A26A (R) wf W /y / 1do f. 7Sr 62S - ,2./7, 0 0 o . /41 X -23771 REV. 5/90 A/7/6 .0 /S r . X I / :✓ 3 a/ 7 9 ° /S 1 ' 3 39° AX l A2cA (7) l- // f fo /35. 30 RooF. PC = /010 // / . X /-T //f 3 8 /, 6 ov /is 41/4//1 r . g/@ I ,e o`1 X 10 1/ ' r X /So r 2 // coo 3 8 /, 64. 0 , , P-7/,r 4 7 7 / /‘,. 47J, /4.0 X /bit r 9f, 23¢ A //D n 5 Avo X /ro. s 7S,L ZS /b). P / 1E - C o JOB NO. 90014 -70 DATE 7 /2eMo G /Ne U., // e' / /t 7i° N_ 7 Lo ,d d SHEET 3 S OF _4_.4 i BE &C ENGINEERS P,O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT P'4'3 0P6,AAVF FIG. BY if ' SNA -HMA Z /;'A/ CHECKED BY "` DATE Aa ,4L %S /s (c. A/7) C,¢TE2A'C CQUdJ (6)4/7- 5 M /c 'oc a/ .rn/ (( -61/) D / ,QL c Ti o /V ((ot/r) To 7 s,(e ., r Lo a a / 72/9/ ✓1f c e c') 7,, /G a N CP L rit4 /✓ efiVe V T z y 193.t- /027 = 5.2 /4/fr fg0 frf6C We 740 2s =2 r` DlApHoG 4 CASs 6) A/ /74 4 2 6 .S )ea r C30 / s f fr 5- 4c 4 c t//-N) t e) ,? X•23771 REV. 6/90 'Nevi /1 o Ah tAcg rioc - (7 -3 ¢) JOB NO. ft 14 /s a.G/eeN / ` NNRCa c /cccj Gctiac / .5 s»e t T/.A //sf& /IceAosS THc 11/ e,- T - 5Ro 14 4r X 72 3 7/Y Ya T ry .. ,1CCT f� /,✓GF CoWNEc7o4 / s o fp2 /3 / 5 S''v , r ow d 6Ze7 // t -aft ,Ser5/y/G fAE4,e 37/ yY v -- /3i SS 23 61 o /4 s e/I /V S c at Q6) /A- : of: /./v O. o A 4/ � lfoyo r 30 , 0$o /4i a70 u/ Qo 3 4 -? 7/28/4 /-S SHEET 3 L.0 OF. /•31ryu Uy 34 17Z(IU 846 Ud'!U tr ;� tLLLLi t t: 20 rI 1 5;61.1:, E lf, tA 093 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT p// L A-A elP( LDt- (73 ¢) JOB NO. 9'0 90 FIG. BY h' S/-4-1 h4/34Z /A-A/ CHECKED BY 1 DATE 8 P/9 0 g/./At ys/i ( C fir ) C / -/tcX 6/L G�Niyc'GTi ,,V 1>c7, ��s / G7 5 -b. zn/ c A/ X.23771 REV..5 /90 SHEET. OF .4_4 r BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT Pth) i o C 46 U,Gg /t ,) C FIG. BY N' S,9A- ri3A7/A,V CHECKED BY l ' ' --- DATE 8 / /T ° SHEET3.8_. OF 44. Aw/4L/ (con/r•) Cy£z',e LZ/' d aN/YE - ri;JA/ NO i i/f4 /s Q Q .,/7cr.f C7? 3A/ of /s ,1 U9r34 25'2U8 846 41829 NSA 8ELLL1U. X -23771 REV. 6/90 y¢ v + F161 u z., III' r8 � 4p • /y3'd) JOB NO. . ) f T ,s i l s ( J r ) f'/0 Yi 04 x.25 @) rk .4-14411", u —5 oH. e4'1 aver? P.C:LbR Y1x911y it_ it x(2.) N ar l .0 11 r -VA °0.34, q n ry UUtl i BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT P »0 ra./AL t/PGR ,4 '» FIG. BY N' Sff+bt/ ,47 /A-X/ /4/V,AL /s is (co/qr.) C /ifl/c c.N/i'ec 7, ' ,)r 114 /L S (cPA/ ��Q f S //t/ e d' .7Njc/S /'31i9U 09:34 2T206 646 9629 MSA BELLEVUE .01•*4. . 1 Ill. CHECKED BY DATE \e""'"__ \. 1 J 11 i 4. x2l a �,►/(6�) 105 s 0 *- (3) ,4 X 4Y 14, Wlti.. ra' 31 vY 154 Le5- I• % ±) (+) 4 ' (7-34) JOB NO. � '2 �s.M Nhf 7 110io & 1.rx. • l' . • ∎�r) (6 70 °34 -90 b ///9 4/1007 � �I .� it- / I(s��X IG� ?. j (2L t HR r. SHEET .21 OF 4 t ■ BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT Piy0i " "(:, 6/1 0 �) FIG. BY SAMHI,AZ ,4 AN/4 U /sis (7,vr.) Ch/ECK G/L CNN .,e ' Cpl NM,%/ (Ave . /o sli cf} Q / SE /sM / c S�c6i� c 77:/4/V51 , -1/71g1) E,M 66 : 4)d �jrs //i duo 97J , 6 i � ad et o. X.23771 REV. 5/90 r . (7-74) CHECKED BY t.y 37/.X/'33 /-S s / /cc rc .y r/ A' L /4 l/ A g /zx 3XI -/ / Sgo �S //r'rX /ADC 6 A/ you /If To rAt ciff Cf ry - 8 4750 X 1. 3.3 bAl cfoicc GV /r• o. - S °/ .5.4e- 45: • • `/ r /a• F. JOB NO. 9.0034_ 9 674 . e em/c 7Trnyh a - - 4 9� � TT&M r° DATE '8l/ /f a o ff/ / // SFr D47A-) L . 0 N 'b. a f A4-4/ 7 44NlA-f/ 7 7& jh t=A-4 q j.e) 04/ /9 P -4:2"-r° /g 15 / 1 -- t3 /o y, 3 (Pp la/a%) f.. °2 i9NG�c o,e 7 jrve I-v co, . Y. D ...: /�f..r.: I/ i 8 6o / 4. k /(ccl r .v /6 S/dL'" /L 7'7X 1 / 0 ) ( R /o o._ ..37/2 /s S v n / 6 (/ .y ....c r. - r - /2, 93 p f £ 4 CAL/c , 7Z f .)/M E/` /.i OA/I SHEET 4 ° OF i1 0 i BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT Pfl 0 r AS "PG -W'A (73 JOB NO 9 FIG. BY H' // CHECKED BY DATE e/ 43 SHEET 4) OF-4.-4 ANAL ysis (Co4 r) cy eCK qfi CoNN . 9c`r,4 C 6:41 G/c e C'o £ gfriw C /Na' / (Co» r) eye y a (Ai u a V .0/! 6X(s ri �y .1� 'X 4 A' / I — / " . ft/ r2N1/ OA/ ,. 62, v° ° 9740 Fr x /.33 .4/T76/000 /, 3 3 r 20 723 /4 s , o j t • • etzife �r s // , l✓ c/ a /% t r/s ri vj G /✓rsA./ f S6 k'707X a//..) 0o .x /•,731 �/ /7 w (P-0 )R t X-23771 REV, 5/90 skaxie / 0 II 6, H /-1 NcN/ N ,, /t 5 4 V 3.W. ' 4� stir PCs ( .P w' ),.e 0 V/z)e 6'L 11111/MI/I1 MEM, Mg/ • 4(4 1 14. 1 it ! (iv /F� ,P) y x //ix xi-) (4/ /PE g) Neu PC Ca.1 ,S "Cho 3 "x /' -1 txrsr BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT J T'LA'a c/OGRf�Dc.Z FIG. BY //' SNA HA ALi,4x/ 4- /Y4-c ys /s (Go/W.) CffcCk CoNN PG 7/9- (Farr) 6/1 c ec/i4N Z-(A/ /0 (C./y r) /VEX T, cck /, 7 C4,ac( Ty` �/' Mc 3 CJ'4-e c/Gcl '"Le/gclha, 4.-i �� 7,r 4 9/ea let /h «s o X.23771 REV. 5 /90 (7 -34) CHECKED BY DATE 19 // 4 ° SHEETi OF 44 62iyo- 8 7/5 { /,6/ �1 /2C.4- , .31 r Go .4'r.% G!s /v 6 f4,4. 72:4--5 o C �1 /470 7 � d . /fir JOB NO, q °,3 -9d 4gac /r; e`7r,M - T/ /Cd : rex 54 /. 96 T.7X . try 2/,.. J A'/ill( 4/ 9 3 4 /S /pi Tit °laar?, ' ¢/ 71,4 ,Y/.96 21 74 BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT PH °C A'g L/PG'RI/)c (7 -3¢) FIG, BY N' SAMH AZ /,9)t/ JOBNO. 90014- 9° CHECKED BY DATE 15 /r SHEET 4 OF t+ ANAL ys)s ((o Alr.) CHECK. a/( C ,)fV Er ,4/ c lC A/79 G/ I (a C y "''N C /Nc- /S 77r r 6/1 /3 ( re* V _//).17,1-j C'4 A✓c lvu // //}Nt S /M/ /I(/' , /o $ c✓c,t s-A.aa r Z." V6 /mac," f /c/e t 7 /ti. eMSea/cr/ 2N r/t.t. cotc crc Gva _ /y /l'Ne"C fi2ot44, 53 X.23771 REV. 8/90 e Ga /1 7 4 A/ , �C"1ei /v /N /n/4_ ,<' ,t / , .95 - v .f- : 1 5 0 X 5 - • .r 271 S o o 41 /OC / C 41S� 6X/,33 r 7/ 0S /5 . ' 27,0 cai 7/r o vA-G /4s u,/// . 6c.. PROJECT: A f i kin e . r)i ,, 7 L/ 4< z • , ,, _ , � y , 2 PERMIT NO. , ) (, 2...;" DATE CALLED: / -1?-9/ SITE ADDRESS: / 7 , 7 6:, TYPE OF INSPECTION: � ... -- 7 r DATE WANTED: / // — 9� SPECIAL INSTRUCTIONS: REQUESTER: f,,e PHONE NO.: 9' 9- . 0 . S- /,1-7 INSPECTION RESULTS /COMMENTS: / INSPECTOR: i,- DATE: , � : / -- / - 7/ u a . CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 . -xrt.r c�amnK,i m,.r.,.v. ,aa: tIVAAV I' reitxAa; T: raaX ::.4 tteL INSPECTIOIRECORD \f 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 6 "7' N PERMIT NO. (. I SITE ADDRESS: , ...11 ... 11 (,Q i ll k —Dr ` vU v, - Q) DATE CALLED: I— / 0 — cit f TYPE OF INSPECTION: 3 , DATE WANTED: 01 1 , SPECIAL INSTRUCTIONS: REQUESTER: ' PHONE NO.: q C g- Dcioc=7 p INSPECTION RESULTS /COMMENTS: /V /- / N / l INSPECTOR: Z464„,,. c.il7'1 DATE: //-/j CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 :«[ iF#Sl`.✓"Ors::.tf::� r. cxra :?xr karrAo :rdattett'J" s"54 w✓ ri2k'ai INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Id�l�i.'i,��1.:i :{'^ r�; V!. l' �a'. L�1' 3kv. Y:: V! fik' ATi3' f$' ?n.'? I�l�n. 7S.':' h•.' LiP�i; A .1"i.:S�:L�'iwal�y'.t'hJ:iHr<•. �. �dl :%Af!i'�.`.i.�74�.�,A2:itL:r ula Y 4 YJt4nT1.,r €a l;1ti�i.Y��M HA�i���C'.'�'nw �' b nT*�i, CITY OF TUKWILA INSPECTION RECORD Building Department x 6300 Slenter Boulevard Tukw11 98168 ► PERMIT # p 3 (206) 431.3670 i!(� Date 1 1 type of Inspection PliOUTsdt1` t, L ( NI Date Wanted f� 1 I a.m. ;ito Address / T) `�Oke, 'I; / ' Project n �� !equestor 'JZ'i' )( Phone # G ! F' 0 pecial Instructions nspection Results /Comments: nspector 'l Date ..J k;. ittit1h A00.060 ti%i7ie letiktil.gthliVVer Alteastillt:gi valka.Ans.c . ils 2...," a.a vnrviwrerrestoava1iHa: rtsWW: ni. aea vawwr.+ nu .r,.iuwe.,urta~.V.rgr.WssiJACti SetrYiehi1N'SrAl.al'e CITY OF TUKWILA But 9 Departme 63 athcenter Boulevard Tukw1 a, WA 98188 '. (206) 431 -3670 Type of Inspection (\, \V AkV1/ .f/� Date Wanted O o'th' ` p.r Site Address I Z '1 I (t G\1-CA 4 t V ' Project I r'"3 Requestor �%t��Q/t�-1' Phone # ']'Z D9 Oq Special Instructions Inspection Results /Comments: ,<A7 W Inspector �tZ .,.v...R- .ter- •�•� --( �JI��Q cTv■ '�lA V E-Q. r�*r 4 . INSPEC ION RECORD PERMIT # �D •3 Date i 2- - al 0 Date 12 ' T 4 CY? CI TUKWILA Buil Department 63 rthcenter Boul' and Tukwila, WA 98188 (206) 431 -3670 1 �'r Special Instructions Inspector Type of Inspection Aysee.r tea Site Address � GlockW �r Requestor b,Q r k ss7 �naxnw�r w.....mmen mwp ailrO ietILVetatlibl tAYi -MiAtiGt!K f. ". INSPECON RECORD PERMIT# ��! Date �o�'�� O Date Wanted `�' � crgQ p.m Project 50.Q j (\ Phone # 6 1 6 116j - Q1Qq 'b' I fQ\ Inspection Results /Comments: BOG 4-u GN - r,31 �¢�S �PPtraves� anxc n►`t'S I 1 y / 2 . Date /2 -0-10 pe of Inspection to Address auestor r4/d'" 2cial Instructions ;pection Results /Comments: ne,n FAN CITY OF TU l.A Building 0 ''-tment 6300 South er Boulevard Tukwila, WA 98188 (206) 431 -3670 lE. INSPECT N RECORD PERMIT # ? J' / Date Date Wanted ( /2 —T a.m Project Phone # iG Inspector INSPECT , ON RECORD I CITY OF TUKWILA Buildinvartment 6300 So Inter Boulevard Tukwila, 98188 (206) 431 -3670 CoOl PERMIT # Date Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: Date Want Project Phone # Date //—/ C ype of Inspection -.-.� ;ite Address ;equestor 15'0 en _ a z T`' special Instructions t.� inspection Results /Comments: d— e tcrlittr'F.'1P.° ^:r CITY OFWILA Buildin vartment 6300 So enter Boulevard Tukwila, WA 98188 (206) 431 -3670 ttstVaZitaritishuit a moera:ama•ww xmt.gnxe.iti&l V. t€+3Nstatt11 ikliiget INSPECTI N RECORD PERMIT # 2-3 Date //— 6.._.90 Date Wanted //-- y a .m, :1T"3 Project •_,'>,,, 7-- Phone # [nsnector /✓ � , " L.�/ Date • /(--" --9,' araWittamme J . MileMaini Type of Inspection Site Address Requestor Special Instruc CITY OF TUKWILA Building vartment 6300 So nter Boulevard Tukwila 98188 (206) 431 -3670 aJc • Inspection Results /Comments: C= :�.� A'R'�Fi.: lid!, !?'T+.WAf�;r.7h7Y!G'.C+Gtdh�"Yr .9;�1?2;w:�.'a.K� z`driitl�: �`5 a7Lit::� : INSPECTION RECORD PERMIT # d . t Date l D ~ Date Wante; t()' Project Phone # * G'1 ^! ( 175 u! .m Inspector 4 _ Date i Zg'" =,) *ILA •1908 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Project Name a�� =_- �• Address . V Retain current inspection schedule Needs shift inspection Approved without correction notice / Approved with correction notice issued Sprinklers: 5 Fire Alarm: A( Hood & Duct: M Halon: ,V Monitor: t W Pre -Fire: // Permits: /Imp!, �..' Authorized Signature City of Tukwila TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor ° [o - 3 Control No. 7 75 . / Permit No. ( :: / V Suite # ///5p7 Date FINALAPP.FRM T.F.D. Form F.P. 85 SUBMITTED TO: DATE i'Z /7 /q0 PROJECT NAME 1-34 - r ADDRESS CONTACT PERSON ST}?oti.fra Co\ -Eric.- I- 11 q 0 LQ:R- RECEIVED CITY OF TUKWILA CITY OF TUKWILA DEC 7 1990 6200 SOUTHCENTER BOULEVARD PERMIT CENTER TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** t7 to/ ARCHITECT OR ENGINEER 1I G e I tie,LS :e Y� Non PHONE 5q5 -2q l b c't3 -644/1 PERMIT NUMBER GoZ3( (If previously issued) PLAN CHECK NUMBER 3 o - , TYPE OF REVISION: 1440Loce.fre. 2 t:'oie- - -kiln GoLoK- 1 -- 0 (F t - Deng -✓1 CITY OF TUKWILA APPKUVED D k C 1 1 1990 SHEET NUMBER(S) Bt . / II- 0 I 1 \1G DIVI ION "Cloud" or highlight all areas of revisions and date revisions. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #90 -355: Boeing #7 -34 12779 Gateway Dr PHONE a (206) 433.3800 THE FOLLOWING COMMENTS APPLY TO AND BECOME WIT OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER lD 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 (277 -7272) . 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the 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. 7. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9. 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 (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). Cary L. VanDusen, Mayor 10. 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 APPROVED INITIALS 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 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 X 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 - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: OTHER AGENCIES: BUILDING PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: 12779 Gateway Dr Boeing #7 -34 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON R INSPECTION PROCEDURES AND REQUIREMENTS 0 sDo cl- ick- 90 All 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. 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. 05/17/90 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or 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 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL )(17 BUILDING FINAL PLAN CHECK NUMBER 90- 355 PROJECT: . �� i nl l � . 1)- 7 - 3 �l THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be made to the plans unless approved by the Ar hitect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, iC1cludlnq all gas piping (296- 4732). 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), (.. 'C./ All mechanical work shall be under separate permit through the City of Tukwila, 429 °111 permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction, O 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. 0 7 All structural concrete to be special inspected (Sec. 306, UGC). O All structural welding to be done by W.A,B.O. certified welder and special inspected (Sec. 306, UBC). Q All high - strength bolting to be special inspected (Sec. 306, UGC). L Any new ceiling grid and light fixture installation is required to met lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12 Readily accessible access to roof mounted equipment is required. O Engineereed 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. Any exposed insulations backing material to havc Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. O 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 roo*fr Wlll be required prior to final inspection (see attached procedure). A ll construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). 18 All food preparation establishments gust 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 desire 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. O 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. i �.l, 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. Dear Sir: City of , f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -355 (512) Gary L. VanDusen, Mayor September 17, 1990 Re: Boeing Company Building #7 -34 - 12779 Gateway Drive, Tukwila, Wa. The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) 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 signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) 2. 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) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188• -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 3. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 4. Visible hazard identification signs shall be placed at all entrances to and in locations where hazardous materials are stored, handled or used in quantities requiring a permit. (UFC 80.104(e)) 5. 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) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PROJECT lj0 I m 4tt- 314 (T) lJ ADDRESS 2.77 �� ATE 1/.14 Y DATE 5Ep 1,3 , 1 r7 YZ) OCCUPANCY GROUP B - Z_ TYPE OF CONSTRUCTION ■ SPA Plan Review LOCATION ON PROPERTY BUILDING HT. / NO. STORIES b FLOOR AREA Re iv OCCUPANT LOAD a C R EmFP - T 1 ! Y Cb SZQUTt ''Co-t 4L Cxc.v'PA AC y J EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY CHAPTER 23, U.B.0 TYPE OF CONSTRUCTION PART V, W.S.E.C. CHAPTER 51 -10, W.A.0 NOTES: 6k' CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT DI AA►A►IA!!: n►v►c►/DJ Cs 007) prepared by: , t PLAN CHECK NUMBER BOE //VG September 12, 1990 Ken Nelsen City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Booing Support Services P.O. Box 3707 Seattle, WA 98124 -2207 Subject: Boeing Bldg. #7 -34 Plan Check Number 90 -355 Dear Mr. Nelsen: RECEIVED CITY OF TUKWILA SEP 1 3 1990 PERMIT CENTER I am submitting this letter to address your comments as outlined in your letter of August 31, 1990 (comments 3 through 5) regarding the structural drawings for the above referenced project and further summarize our telephone conversation of September 12, 1990. Item 3 Further review of the calculation (pg. 3 of 44) demonstrates that the 2x4 framing does have the capacity to sustain the additional loading from the suspended ceiling. Design is acceptable. Item 4 Per our phone conversation, the 2x6 framing and stated design capacity is acceptable. Item 5 Marginal overstress of the glue- laminated beam (2.8 %) on column line 13 is acceptable. The proposed mechanical equipment will not increase the stressed as it is located directly over the existing column. Ken Please contact me at 393 -8451 if there are any other questions. Sincerely, Hoosik Shahbazian Structural Engineer Concurrence: )d1449- Henckel PROJECT NAME (206) 431 -3670 DATE I31 40 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * *REVISION SUBMITTAL ** 7 -K3Ta {�cx.ESS I�..ICa ADDRESS 12779 M h i bKIVE ARCHITECT OR ENGINEER 4 � G P"Irde PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER RECEIVED CITY OF TUKWILA S E P 1 3 1990 PERMIT CENTER CONTACT PERSON e te_ V -it PHONE X13 - 291!0 IC o Phi 3 - 0 ?8 I TYPE OF REVISIONs_rte Ge,■.•i r• 1 co. o' 31 sr 1 ao 1�'if �12aIr kE.� t1eu3a.1 SHEET NUMBER(S) At •3 1 E1 / L` I "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 1"<er) CITY OF FUKY It* 6200 SOUTHCENTER BOULEVARD, TUKNlLA, WASHINGTON 98188 Aug.31,1990 Eric Strand 1400 Talbot Rd. Renton, Wash. 98055 RE. Boeing bld.# 7 -34, ( Photo Group ) Plan check number 90 -355 U.B.C.. PHONE # 12061433.1800 Gary L. VatDorn, Alayor Dear Mr. Strand ; After an initial review of subject project, it has been determined that additional information and corrections be submitted to complete the plan review. Please address the following comments. 1. Cover sheet Code Data, should reflect conformance to 1988 2. Provide lighting budget per Washington State Energy Code. 3 ' a` i t= Pec3t o kaGvAr 3. Structural drawing sheet S02, General Construction Note 1, suspended ceiling may be supported from the existing framing. This is typically unexceptible for this type of roof construction, however structural alculation on sheet 3 suggest 2 x 4 framing MIGHT support ce ing at 2 psf. Prescribe details to assure these loads do not exceed limits, include light fixtures and required seismic structures. 4. Structural sheet S02, Note 2, Notify B.E.& C. Engineers when maximum load on 2 x 6 members exceed 425 lbs. Propose how this would be regulated and what would result in this event? 5. Structural calculation sheet 29 Summery indicates Glu -Lam beam on line 13 is 2.8% overstressed. Is this an exceptible overage? Would any proposed mechanical equipment on this project directly increase the % of overstress? lJ- yt,/to ea`■ t.�, ssj sw,t0as(ck, car l &l•V✓ .,.M ,f, aVf : 1 ;� },S'� >).4. ii+.n1...�Yt:1Qo', Page ,:...:.i 4Lk r a!Y. ..-rn ..Fri'•• t: a s r.'•P,n;iJt1 t` J: 4� •i, ..Y.�k,t..n4caiu...o ....,..... r,. .�.xcY'Y: .:y; Contact me if there are , any, questions on these comments, 8:30 am' to 5 :00 p.m..` at 431- 3670.. PROJECT . ADDRESS DATE C 1 nq Dr. CITY OF TUKWILA DEPARTMENT OP COMMUNITY DEV4LOPMgNT . prepared by: PLANNING DIVISION PLAN CHECK NUMBER VICINITY P L , . :.. _ I I I I , I /) ' ' t B _ .. �Q , BRI,W DURING TITLE DATE PARCEL A: ALL THAT PORTION OF T , . '--- 41 W.N., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: . , X 7.034 -Al.3 C A4 T COVER/ INDEX SUE : :SEP. 1 11,1990 , 4 AUG. 23,1990 / BEGINNING AT A POINT ON THE NORTHEASTERLY MARGIN OF THE PUGET 7.034- �All.2 A A11.2 F FLOOR PLAN - NORTH SOUNDPOWER & LIGHT COMPANY RIGHT OF WAY, SAID POINT BEING NORTH 7034 -A160 A A160 R ROOF PLAN , ,1990 15, A DISTANCE OF 1,722.57 FEET BASED ON THE NORTH ZONE LAMBERT 7.034- A200.1 A A200.1 W WALL SECTIONS AND DETAILS ,... GRID SYSTEM FOR THE STATE OF WASHINGTON, SAID POINT BEING ALSO 7.034- A281.2 A A281.2 R REFLECTED CEILING PLAN -NORTH THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TE1 FRANK MENAGLIA AND VITTORIE DEMARCKI, AS RECORDED IN VOLUME 1513 7.034 -A353 A A353 S SCHEDULES AND DETAILS d I I . . l l O I T B OF DEEDS, PAGE 13, IN KING COUNTY RECORDING NO. 2693164; 7.034 -A4l4 A A414 I INTERIOR ELEVATIONS THENCE NORTH 48°13'44" WEST ALONG SAID NORTHEASTERLY MARGIN 7.034 -A500 A A500 • C CASEWORK TYPES AND DETAILS (REFERENCE DRAWING) 1,770.27 FEET TO THE POINT OF BEGINNING; THENCE NORTH 41 °46'16" EAST 179.21 FEET; A501 C CASEWORK DETAILS THENCE NORTH 81 °30'14" WEST 45.00 FEET; 7 STRUCTURAL THENCE SOUTH 28 °05'42" WEST 159.11 FEET TO THE TRUE POINT OF 7.034 -S1 S SOl P PARTIAL FLOOR PLAN BEGINNING. 7.034 -S2 _ _ SO2 P PARTIAL ROOF FRAMING PLAN �.. ~ ~ A 7.034 S S03 S SECTIONS ANA DETAILS ..... . 7.034 -S4 , , SO4 S SECTIONS AND DETAILS ... . PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS IN AND ACROSS THE • M MECHANICAL FOLLOWING DESCRIBED PROPERTY: - - MECHANICAL LEGEND AND ABBREVATIONS A + A STRIP OF LAND, 20.0 FEET IN WIDTH AS MEASURED AT RIGHT ANGLES 7.034 -M2 M MECHANICAL LEGEND AND ABBREVATIONS A AUG. 23, 1990 ; LYING SOUTHERLY DESCRIBED - 11E1111 M MECHANICAL SCHEDULES A AUG. 23 1990 ,.., ,�► T 7.034 -M5 M MECHANICAL SCHEDULES A AUG. 23, 1990 AUG. 23, 1990 •t A AUG. 23 1990 t1 ' , 1,722.57 FEET BASED ON THE NORTH ZONE LAMBERT GRID SYSTEM FOR THE 7.034 -3M10 3 36110 R ROOF PLAN A AUG. 23, 1990 4 STATE OF WASHINGTON, SAID POINT OF BEGINNING BEING ALSO THE S.W. 7.034 -0!111 D OM111 P DERGROUN P A AUG. 23 1990 CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO FRANK- 7.034 -114111 P PLUMBING & REFRIGERANT; PIPING PLAN NORTH 2 23, 19 • • • NN NNE _ k ,.... ._........ ..._....._...,__..... ....._. REVISION 0 NG BY APPROVE. DATA REVISION APPROVED DAT E BUILDING PERMIT PICK UPS FOA ✓ 09.11.x. MIMI 1111111.111111111111111 1111111111111111111= TENANT IMPROVEMENTS FOR PROCESS I N BUILDING 7 -034 (GATEWAYBU1LDING #61 12779 GATEWAY DRIVE SEATTLE, WASHINGTON 98168 z_VOI FACILITIES DEPARTMENT C3 AUBURN, WA. 98002 C3 BELLEVUE, WA, 98008 L7 EVERETT, WA. 98201 E� KENT, WA. 98031 ID PORTLAND, OR. 97220 CI RENTON, WA. 98055 MI SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED ATE BLDG. 7.034 JOB )10. 900 -090 TITLE ARCH I TECTURAL MASTER BE &C ENGINEERS PHOTO-MARKERS RAD COL 11- 15 /A -D G DWG. NO. GATEWAY 1.034 -Al 3 +4 . J I I IIIIIIIIIIIII'I IIIIIIIIIII 2IIIIIIIR ;11IIjIIIIIIIIIIIIII!III!II IIII IIIIII IIIIIII!IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 16THSINIIN 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the atsriginal document. - K IIIIIIIII(IIIIIIIII111 III! I11111111111IIIIIIIIIlIll111I is S Y: T ",.. 9 . 10 11 M EINGERGIM7T 12 ,y Oc 6z 04 Lz 9z 5z *1v CZ ez to Oz 61 et LL 91 sl 4 71 Cl ZL 11 01. 6 8 L 9 s e z l Ww O II! IIIiIIIlllll�lflf �I;! llllii�li! IIIIIlilll! Illll�llllillli�llif�llil.{ 1!{ I! 1! i�il! iIl!!! IIli! Ii! I! �IIlIIIII! �f11111!!! �IIIIII! I! �IIIiII! I! �IIIIIifil�lilllllllillllull!! Illliill�lll! Ifiii�llIIIIIII {IIIII!ili�lll!I{!I!�!II!!!I! IIII! IIlil�li !IIIIII�IIIIIIIil�llilllllllll" 111 �! I I 1. d i r - Y :I •5f' Y i h r . �� e. • �. r�..'+r'! :: n� a' f r .r. . �,., -. .:. 7i fi r..• 'r SEP 1 3 1990 PERMIT CENTER 1 understand that the Plan Check approvals are sut to errors and omissions and approval of Wows does not i'tuthori. °F• ,i)cs vi+altat :on of any +doptnd code of ortll''ari•;•. Ft of con. tF :cter's copy of approved ;,44:.:∎ a.; knovvledgeal. p ate ...1.., 1 Permit No a s� COVER /INDEX SHEET l ocimm 0-tw Ni0 FILE COPY LOG.PERMIT PICK UPS 09.11.90 r O M csi VICINITY MAP SITE MAP APPROVED APPROVED REVISION PARCEL A: ALL THAT PORTION OF THE CYRUS C. LEWIS DONATION CLAIM NO. 37, LYING IN SECTIONS 10 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT COMPANY RIGHT OF WAY, SAID POINT BEING NORTH 22 °20'26" WEST FROM THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, A DISTANCE OF 1,722.57 FEET BASED ON THE NORTH ZONE LAMBERT GRID SYSTEM FOR THE STATE OF WASHINGTON, SAID POINT BEING ALSO THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO FRANK MENAGLIA AND VITTORIE DEMARCKI, AS RECORDED IN VOLUME 1513 OF DEEDS, PAGE 13, IN KING COUNTY RECORDING NO. 2693164; THENCE NORTH 48 °13'44" WEST ALONG SAID NORTHEASTERLY MARGIN 1,770.27 F E E T T O THE POINT OF BEGINNING; THENCE NORTH 41 °46'16" EAST 179.27 FEET; THENCE NORTH 81 °30'14" WEST 45.00 FEET; THENCE SOUTH 28 °05'42" WEST 159.11 FEET 10 THE TRUE POINT OF BEGINNING. PARCEL B: A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS IN AND ACROSS THE FOLLOWING DESCRIBED PROPERTY: A STRIP OF LAND, 20.0 FEET IN WIDTH AS MEASURED AT RIGHT ANGLES TO AND LYING SOUTHERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT CO. RIGHT-- OF--WAY, NORTH 22 °20'26" WESI, FROM THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, A DISTANCE OF 1,722.57 FEET BASED ON'THE NORTH ZONE LAMBERT GRID SYSTEM FOR THE STATE OF WASHINGTON, SAID POINT OF BEGINNING BEING ALSO THE S.W. CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO FRANK MENAGLIA AND VITTORIE DEMARCKI AS RECORDED IN VOLUME 1513 OF DEEDS, PAGE 121 RECORDS OF THE AUDITOR OF KING COUNTY, WASHINGTON, UNDER RECORDING NO. 2693164, SEPTEMBER 25, 1931; THENCE NORTH 48 °13'44" WEST ALONG SAID NORTHEASTERLY MARGIN 1,570.27 FEET; THENCE NORTH 41 °46'16" EAST 310.54 FEET; THENCE NORTH 8 ° 2 9 "6" E A S T 2 0 . 0 F E E T T O THE TRUE POINT OF BEGINNING OF THE ABOVE MENTIONED DESCRIPTION LINE; THENCE ALONG SAID DESCRIPTION LINE, NORTH 81 °30'14" WEST 595.37 FEET TO THE NORTHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT CO. RIGHT -OF -WAY; TOGETHER WITH A STRIP OF LAND 16.0 FEET IN WIDTH EXTENDING FROM THE MOST WESTERLY CORNER OF THE ABOVE DESCRIBED EASEMENT, NORTHWESTERLY ALONG THE NORTHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT CO. RIGHT -OF -WAY A DISTANCE OF 190.0 FEET, MORE OR LESS, TO A ROAD CROSSING SAID RIGHT -OF -WAY BEING. KNOWN AS 42ND AVENUE SOUTH. EXCEPT ANY PORTION WHICH MAY LIE WITHIN PARCEL A. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PROJECT DESCRIPTION: TENANT IMPROVEMENTS TO EXISTING OCCUPIED BUILDING LAND USE ZONE: M1 (LIGHT INDUSTRIAL) GROSS AREA OF TENANT IMPROVEMENTS: 3,900 SF PARKING REQUIRED AT 1.0 PER 1000 GSF: 3 GATEWAY BUILDING P6 GROSS FLOOR AREA: 39,210 SF BUILDING CODE: 1985 UBC OCCUPANCY GROUP: 82 CONSTRUCTION TYPE: V N - SPRINKLERED OCCUPANT LOAD 39 d.�: 4 xFf iF.f' DRAWING NO 7.034 -A1.3 7.034 -A4 7.034 -A11.2 7.034-A160 7.034- A200.1 7.034- A281.2 7.034-A353 7.034 -A414 7.034 -A50.0 A200.1 A281 . 2 A353 A414 A500 A501 S 01 S02 1M111 0M161A 1M161 1M211 1M261 M501 11534 M536 M550 El E6 Ell E11R LEGAL DESCR ! PT I ON CODE DATA N.NN Q AUBURN, WA. 9.8002 0 BELLEVUE, WA. 98008 D..EVERETT, WA. 98201 O KENT , 'WA. 98031 O PORTLAND, OR. :,9.722.0 O RENTON,. WA.' 9 :8055 • SEATTLE, WA, 98124 1 Tt 1073 7.034-A501 7.03_4 -S1 7.034-S2 7.034 -S3 7 034-S4- _.____._ 7.034-M4: REGISTERED CH11'ECT COR!)DN . CI1lTUM STATe 0i WAS!litli ;itJc< 7.034 -M5 7.034 -1M1I 7.034 -2M11 7.034 -3M10 7.034 - 011111 7.034 -1M111 7.034- 011161A 7.034 -1M161 7.034-1M211 7.034 -1!261 7.034 -M501 7.034 -M534 7.034 -M536 7.034 -M550 7.034 -E1 7.034 -E6 7.034 -Ell 7.034 -E61 7,034 -E61 7.034 -E111 7.034 -E503 7.034- -E504 7.034 -E505 GENERAL NOTES ACCEPTABILITY TH► S GN . AND /OR SPECIFICATION IS APPROVED APPROVED BY EPI. SATE A4 A11.2 A160 MECHANICAL LIGHTING LIGHTING- REMOVAL E61 208Y/120V POWER PLAN E 1 1 1 . 480Y/277V POWER PLAN E503 PANEL SCHEDULES E504 PANEL SCHEDULES E505 PANEL SCHEDULES DRAWING TITLE ARCHITECTURAL COVER/ INDEX SHEET TRENCH AND DRAIN PLAN NORTH FLOOR PLAN - NORTH ROOF P l A N _._--__._�. -- WALL. SECTIONS AND DETAILS REFLECTED CEILING PLAN NORTH DOOR & ROOM SCHEDULES/ DETAILS INTERIOR ELEVATIONS, 1/4" DETAIL PLAN CASEWORK TYPES AND DETAILS.(REFERENCE DRAWING) INDEX OF DRAM! NGS CASEWORK DETAILS (REFERENCE DRAWING) STRUCTURAL PARTIAL FLOOR PLAN PARTIAL ROOF FRAMING PLAN SECTIONS AND DETAILS SECTIONS AND DETAILS MECHANICAL SCHEDULES MECHANICAL SCHEDULES HVAC SUPPLY & RETURN AIR; AIR DUCT WORK PLAN NORTH HVAC RETURN & EXHAUST AIR; DUCTWORK PLAN NORTH ROOF PLAN . PLUMBING- PIPING; UNDERGROUND PLAN NORTH PLUMBING REFRIGERANT; PIPING PLAN NORTH UNDERFLOOR WASTE; PIPING PLAN NORTH PROCESS PIPING PLAN; PHOTO CHEMICAL DISTRIBUTION NORTH PROCESS PIPING PLAN; COMPRESSED AIR NORTH FIRE PROTECTION PLAN; FIRST FLOOR'NORTH HVAC; SECTION & DETAILS _ PROCESS PIPING DETAILS . UNDERFLOOR WASTE PIPING SECTIONS & DETAILS FIRE PROTECTION; SPRINKLER SCHEDULE & NOTES ELECTRICAL INDEX, LEGENDS & SCHEDULES PAGING, FIRE ALARM, TELEPHONE C: . A: 17 , 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 — AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 E AUG. 17, 1990 F AUG. 17, 1990 E AUG. 17, 1990 DE &C ENGINEERS AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 AUG. 17, 1990 J 1' • 90034 -090 i IR. NO. 1. CONTRACTORS SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. ADVISE THE ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR:SHALL VERIFY LOCATION, DIMENSIONS AND ANCHORAGES OF ALL EQUIPMENT AND ACCESSORIES TO BE INSTALLED. 3 . D I M E N S I O N I N G I S AS FOLLOWS: TO TOP OF EXISTING CONCRETE FLOOR SLAB TO EXISTING COLUMN GRID LINES AUG "1930 TO FACE OF EXISTING CONCRETE WALLS. TO FACE OF STUDS FOR FRAMED WALLS AND PARTITIONS TO CENTERLINE OF COLUMNS AND BEAMS , 4. BACKGROUND PLANS'AND SECTIONS ON MECHANICAL, ELECTRICAL, STRUCTURAL AND C I V I L DRAWINGS ARE BACKGROUNDS ONLY. R E F E R T O ARCHITECTURAL FOR —.DIMENSIONS AND CONSTRUCTION OF GENERAL CONSTRUCTION • 5. CONTRACTOR SHALL PROVIDE CUTTING PATCHING AS REQUIRED FOR' INSTALLATION OF MECHANICAL AND `ELECTRICAL WORK 7.034_ -Al ,3 COVE.I NDEX SHEET ,. { a"r ox �a52.?S$.%'rb. *d > ?.?1rl�F, .:ac,i.;i ait�afiv•? .. ,. �..r)`•. �•; ai EIN BU 0 1E TH$ INCH 1 TENAN I MPROVEMENTS i CTU FO E AND TELEVIS LDING7O34 ( 12779 GATEWAY - DRIVE SEATTLE, ASHINGTON 98168 IIt11111111 1111111111111111111111111111lIl, ;1.1 1 1 1 1 1 1 1 1W1111111111111111111111111111111111111111111111111111111111111 . 111111111111111111111111`t!1111 111111 11111111111111111111111111111111 5 6 7 8 9 10 11 bw)EM°ERIIMIr 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the vriginai document. • 0€ 6Z ee LZ 9Z GZ bZ Ce ee lz 03 61 el Ll 91 GI ail Cl el 11 01, 6 8 L 9 S i C Z l ww 0 �I!IIIIIn�uIIIIII!�!1nI11Il ATILT!! ;11 111111111111IIn11111111ti11 111I !! n�1 IIII!!I!I!!!LI!! IIIIIIIIIII !I!!I!ATIII!II!II!11111!!! 61111111! 1 !!111P1!In1!1111!1!1II!I1111011 1111TH! 11!!i11111111111III!h1!!1nI!1!!! 1111!!!!1! 1111 !!II6IIIII1III11111b1111111I1 3 . ARCH 1'1`ECTi3RAl. MASTER PHOTOMARKERS - RA,D GATEWAY `4 e/ 4fr ;:r REVISION AND STR DWGS, TY --''� . HOLD ALL INSPECT I PITS TYP. NIC PROCESSOR 11421 C �J (4 PLACES) .it N N N NSPECT I ON PIT J -. r. PROCESSOR 14] SSOR 1 / v ` , SLAB DEMO ;, Q7 4 L l C) FLOOR SINK / / /(7. ( FACILITIES DEPARTMENT / / I r j- --- ,--- g1 - i 12 ._ 6 " 'FD ‘ij 0 AUBURN, WA. 98002 0 BELL EVIIE, WA. 9>300R 0 EVERETT, WA. 98201 0 KENT, WA. 98031 C3 PORTLAND, OR. 97220 0 RENTON, WA. 98055 II SEATTLE, WA. 98124. 1 FD -- I tc. t fD� -- l0 c� . r . • SANITARYDRAIN TRENCH T #4 CONT. SCALE 1 -1/2" =1'- 11 SET TOP OF FRAME TO ALLOW FOR FLOOR FINISH WITH TRENCH COVER B) APPROVED ISSUED FOR CONSTRUCTION ISSUED FOR 90% REVIEW ISSUED FOR CONSTRUCTION REVISED TRENCH LAYOUT GENERAL REVISION DATE 9.9. 9.21.87 GENERAL REVISION RECORD DRAWING - PHOTO LAB PHOTO - MARKERS -RAD ti d.Y_1 r.lK{ -. ` 3". , A fm;. r"' y' 2i'' ''�T r � ) ✓� �� -P O 16 THS INCH 1 2 3 4 5 6 7 8 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. APPR ►VED BY Tl 1073 NEGISTERED tC111TV1 GORDON A. C.!;iU19 ! STATE OF WAStIfr7f 11;!, ACCEPTABILITY THIS.DESIGN AND /OR SPECir1CATION IS APPROVED OE eZ ae Lz 9z Gz 4 7z eZ ZZ Le Oz 6L t3L Ll 91 9t at. el ZL ! a 01. 6 8 c i 9 s ti C c WW p IiIII�IiIllllll�lllillill�illlltl, l{ �illiIIIII� ,Iilllllil�Illilllil�l III {I! 011 11'il'llilLlill�!Ill1llil�llili 1111llllilll�llilll.lii�lill 111!Illllil 111 161 1illlli�Iilllll11111!Illilf 1111lill�iII 1111NIIIIIIii !'lIIIIIIII1IIIIII;1fi llllliillllild III I I I I I I I I I I I I III III 1 I 111.�t iii 1!I III I I I I i I I I III III III ICI iii ICI IlI ICI Iii ili itl IJi III ICI Ili iIf ItI ItI 'tit tII III Ili ICI III 111 III ICI I I I "h + i �ili�ili�ili� I I•iI��,I��� � I.��.lii'I � I� i I`' i � I� i � i I 1 � 1 1 I I' - I � I � I I I � I�Ii( 10 11 6UDE1NOERMM4f 12 f.' 1I1LE 7.034 NO SCALE COL 6 ". 6 11. • r 3t_.611 HOLD V.I.C. L l l h utii Y�► tt tnu if tYUin.(,ut. fig agrA1rgdr y - :Amy,, ANN O (a v • • 1� �� AtiG 2 0 19 90 T I' ?'rbi t- t' r!1'rfR O ,/ 0 ARCHITECTURAL MASTER PHOTO LABORATORY 44 , 18" 0.C. DRILL 6" INTO EXIST. SLAB FOR 44 X 12" LONG PEBAR 0 18" 0.C. O BE&C ENGINEERS TRENCH & DRAIN PLAN, NORTH 15/A• -0,. GATEWAY SAW CUT LINES SLOTTED COVER PLATE T RENCH FRAME TRENCH DRAJNFRAML____41� No scaLc A -3 A - NOTES 1. FOR DEMOLITION OF EXISTING FLOOR SLAB FOR NEW FOOTINGS AND FOUNDATIONS SEE SHEET SOI. 2. FOR DEMOLITION OF EXISTING FLOOR SLAB FOR WATER AND SANITARY PIPING SEE SHEETS OM--111, OM -161A SEE 1/4" SCALE PLAN OF TRENCHES AT PRODCESSORS, DWG A -414. J . 1 LA • IS tN SHAT DWG. NO. 87060 G aYtr; A mu 4 JOB NO 7.034 -A4. 8.17.90 A OF KEY PLAN PHOTO- • MARKERS-RAD A 5 PLAN NORTH -r +r •.. 1 trk p' REVISION APPROVED DATE • SYM - 0 i6 YH$ INCH 1 FACILITIES,DEPARTMENT O AUBURN, WA. 98002 O BELLEVUE, WA. 98008 O EVERETT, W. 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 0 RENTON, WA. 98055 • SEATT +.E, A. 98124 APPROVED BY .r M ^(! T '' .3 # A• .. ▪ ti / mot �ijliwillipl�mpplypi ill' Ij1�ill I11. p lljilljliiji-illiIliiljl) j1i111iij(!!II IIIIIII,IjI(Ij 2 3 4 5 b 7 8 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. T i 1 013 RECISTERFD �,►� ARCHITECT GORDON. A. COLTIi. +, STATE. UE wA;;,I mnr, 11 111111i1/1 I IIlIII'II�IIII 10 11 MAKINGUMMY 12 08 6e Be LE 9Z GZ 4 7Z £Z ZZ LZ OZ 6L 8L LL 91 It ',L CL Z LL ()I 6 I 8 L I 9 s t e Z L V. !II 11111 n iIl I1 1III II I ! III I III I II IIIIII I IIIIIIIIIiII !IIIIII III!II II!! IIIIi iI III IIIITIIIlllil l!! II1 IIII! Il IIInII! IIIIIIIIIIIIiiIi�ll! III111111III! IIIIIIIIIIII! II! nIIIIIIIIIIII !IIIIIIIti!ill!IIIIII '! �1 Iii i i n II I IInIII.ii • .IIIiIIIIIIIInII 81710 BLDG. 034. NORTH KEY PLAN GATEWAY • ' FINISHING ROOM 1 129 I P'1. .. 4t.. ........... .... ...... y 1 ...... .. ......... ........ CAD ROOM PRINTING 4ij UT ROOM ►. S w... W .wMM r W.W ....*' rr ww W .�a�w� w••�www..�.. Q OPEN OFFICE I lci] (71 A11.2 / N N N N N N N A11.2 N N N 01 N N N N N N N N N N — \ N N REVISION N FLOOR FLAN SCALE I/8 " =1' -0" i A11.2 MN , WWWW.WS.W0WW6WWW MI 1111=11. III i . IIIIII WI 1 IIIIIII MEM 111111 . IMIIINIIIIIIIIIIIIIII .. Y :la : : .., .. � 1.� - .. M-C.. R. r .. 1 . t ,t 13' -4" STORAGE 11 OF CE 1 On) FHC FY rj % Al 1.2 015) i I1 EXISTING FIRE HOSE CABI ET - - TO BE INSTALL IN NEW L AT1ON Of F I CE 103 --INSTALL L W PARTITION AFTER EXI TING GWB„,- E -Mt PARTITION IS RVED - INS - TALL DhOUNTABLE PARTITION 'AFTER EXITING GWB PARTITION IS REMOVE COPY RO ( 103,E 1103A1 Th- — j_6 ACCEPTABILITY THIS DESIGN. AND /OR SPECIFICATION IS APPROVED l PLAN LEGEND PLAN NOTES 2 ALL DOORS. ARE 6" FROM CORNER UNLESS NOTED OTHERWISE 3 EI ROOM NUMBER, REF. SHEET A -352 C_? DOOR NUMBER, REF. SHEET A-352 ' EXISTING WALLS & COLUMNS mem METAL FRAMED PARTITIONS r 1 -HR RAZING ommxim METAL FRAMED PARTITIONS, EXISTING METAL FRAMED PARTITIONS, NON -RATED matomonx DEMOUNTABLE PARTITIONS = = = PARTITIONS TO BE REMOVED 0 EXISTING STEEL PIPE COLUMN FE) FIRE EXTINGUISHER HOOK MOUNTED ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF DEMOUNTABLE PATITIONS UNLESS NOTED OTHERWISE . VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO PROCEEDING WITH THE WORK PRIOR TO INSTALLING FINISH FLOORING, INSPECT, PATCH & REPAIR ALL SURFACES TO PROVIDE A SMOOTH, FLAT SURFACE THROUGHOUT. 5 (DIM.) TO BE VERIFIED BY CONTRACTOR 6 ALL ROOF PENETRATIONS TO COORDINATE CONSTRUCTION NOTES REMOVE AND RELOCATE PROCESSOR TRENCH AS INDICATED ( 4/A414 ) NEW LOCATION FOR FIRE HOSE CABINET 0 REMOVE CASEWORK AND RELOCATE IN PRINTING ROOM 128 Q REMOVE DOOR AND HARDWARE AND RELOCATE IN PRINTING ROOM 128 REMOVE DOOR AND TURN OVER TO THE OWNER REMOVE FENCE PARTITIONS AND GATE AND TURN OVER TO THE OWNER (^Pry Ili A • .'..±J FLOOR PLAN BE&C ENGINEERS W/ OWNER'S REP. PLAN NORTH 4r it. REVISION ISSUED FOR 90% Ri,VIUW ISSUED FOR CONSTRUCTION GENERAL REVISION PHOTO- MARKERS--RAD BY APPROVED FACILITIES DEPARTMENT Ea AUBURN, WA. 98002 CI BELLEVUE, WA. 98008 DI EVERETT, WA. 98201 0 KENT, WA. 98031 El PORTLAND, OR. 97220 0.RENTON, WA. 9 SEATTLE,• , WA: m9 r.: tl 10)3 I?EGI STf_RFD RCHITEC'T GORDO� ,q;� SFAFE of WASHINGTON ROOF PLAN ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 1S APPROVED PROVED , BE &C ENGINEERS ASTEN LEEPERS TO ROOF AND EAL TO PREVENT WATER LEAKAGE ASTEN ONDENSER OVER SLEEPERS 4 4 CONDEtSING UNIT 1/2" ROOF VENT R (3� .,,,SUPPLY FAN 0 EXHAUST FAN COVER EXISIIING SKYLIGHT WITH GYP OD AT INSIDE OPENING. 1 SUPPLY FAN COVER EXISTING SKYLI1GHT WITH GYP BD Al INSIDE OPENING. I SCALE i/16 " =1' -0" L) ® U TYP�� A160 A16 0 16 THS INCH 1 -1/2" ROOF TYP A160JA1,6 PLAN NORTH 4 ! CONDENS NG UNITS () EXHAUST FAN 3" ROOF • EXISTING SKYLIGHT, 1/2" ROOF VENT ROOF EXHAUST R VENT 2" ROOF VENT TYPICAL 1/2" ROOF VENT/ .. ROOF EXHAUST 1 2 3 4 5 6 7 8 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. ROOF EXHAU I T 6 NDENSER I 1 11111 1111I IIiIIIIIIIIIIIIIIIIII 111 11111 1 1 I IIIIIIIIIIIIIIIIIII111111I1 111111111111111 1I11111111IIIIIj1111111 I!1I, 1II )IlIIIIIIIII.II III III 1111111111111111111!1111111 II111111111!11 10 11 MANN GERMANY 12 0e 6E ee LE 9Z SE bZ CZ GZ LE 0? 61. 8l Ll 9L SL hl Cl El • It 01, 6 8 L 9 S +, C 2 L .m Q IIIIIIii III! it! I! �iiIIIIIIIIIII !iITIIIIIItIIIII!!III!'IIII�II i tiH!ills!II! 111111 111111! II! 1! IIII! Iill! 11IIIIIIIIIIIIII1111IIIIIIIilil l! III!! II IiI i, iI! I! Ii! IiIIIIIIIII! IIIII IIIIIIIIIIIII IIII! LIII I! IIII !II!!IIIIlIIII!IIIIIIIIIIIIIf I! IIIIIII !!I!IlIIII!!I!IIlIIIIIIIIIIII NOTE EXISTING BUILT -UP ROOFING NO SCALE NO SCALE NO SCALE 'Nal rig 00 Fi n ROOF CURD DETAIL LEAD COUNTER FLASHING -- ' --` BUILT -UP ROOF OVER EXISTING VENT PIPE (SEE MECH FOR SIZE)- BUILT --UP ROOF OVER EXISTING 12" TYPICAL PIPE PENETRATION oucru EXTEND BUILT -UP ROOFING T O TOP OF PREFAB CURB `SEE MECH FOR PREFLASHED UNIT PREFABRICATED CURB (SEE MECH) CUT CANT AND NAILER FROM 4X4 HEADER (SEE STRUCTURAL) EXISTING ROOF DECK & INSUL e0 N S t. 1 A KEY .PLAN SEE MECH FOR HEIGHT 12" - --PIPE INSULATION SEALANT // --S. S. BAND EXISTING ROOF DECK & INSUL PIPE PENETRATION.@ CONDE N SEIR CUJULLU A -1 -60 A -160 A -160 A -160 EXISTING ROOF DECK &.INSUL \--- CONDENSER PIPE (SEE MECH) A 160 A 160 PLAN NORTH M irz 1 APPROVED e. REVISION APPROVED 0 16 THS INCH 1 2 3 4 5 6 7 i 71. 11113 — RrGISTC! ?F D bad 'CT ' tioRDoN A. cocrecm �(d11. c11 W4:,:is l';l • h 06 67 8G GZ 9 SZ ,e £Z ZZ t? 0? 61. 8t LI 91 GI VI Et it ll 06 6 8 L 9 S t' e Z l tin 0 11111 1111111 1111111111111! Iii111111I11i111111IIL�Ii111 b1li 1111IIL1II1 11 111i11111i1 )1111ll1lil11111!Llill f 11111111111111 111111 1111111IIi111111i1111h11 . 0llll 1 1lllli0i1111111111!1Illi 111111111illllll1li11111111411111i1411 11111i111111llli111111111i11111 (1�III�III III IlI�IIi�III�l�l�l�l�l�I�I�If :L1� '(I�I� witi1 IIi, I�I�III�III�I! I�I �I�IiIjI�I�IiIjIiI�IIIjIil�► lli�ll��il ;��l�I�fI I�I�III�III�' I� II�l I �I�I�I�����I����iij���j�il�l���l�l� 8 9 10 11 )E R, SERMANY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the 'original document. TITLE ACCEPTABILITY .'IRIS DESIGN AND /OR SPECIFICAIION:IS APPROVED APPROVED BY II 1 MWM 41 M MIPMIIIMM1111IU)I11111(111111 MMU x111111111111( IIIIU11111 (IIIIt11I11111111111111 PARTITION DETAIL 110117 • 11111111111111111111111111111 01111 IIIINIIR111111111IIIII11111 1 1111111111111111111111111 111 GLASS EXPANDABLE FOAL (ODERLESS AND SUNLIGHT RESISTANT) SILL PARTITION CEILING RUNNER OR ANODIZED ALUMINUM CHANNEL. COLOR TO MATCH MULLIONS GLASS WINDOW MULLION SILL BUILT-UP ROOF 2 "X6 5/8" RECEIVER I - INSTALL BEFORE APPLYING FIREPROOFING ACOUSTIC BATTS I LAYER 5/8" GWB, TYPE 'X' SUSPENDED CEILING 4" 22GA METAL STUDS AT 24 "OC 5/8" GWB TYPE "X" /'- -- FASTEN RUNNER TO SLAB AT 24" OC WITH 1/2" ACHORS r - -- - BASE AS PER SCHEDULE - - FINISH FLOORING AS PER SCHEDULE ---- EXISTING CONCRETE - DEMOUNTABLE PARTITION - CEILING RUNNER OR ANODIZED ALUMINUM CHANNEL. COLOR TO MATCH MULLION PARTITIONS AT WINDOWS & MULLIONS SCALE 3 " =1I- A2 A2 EQ. 7"\SIM. 4'_3" FIN. OPG. VERIFY E PARTITION ENTRY -TYP. 3 PARTITION THREE -WAY DARKROOM REVOLVING DOOR -ROOM FINISH FLOORING CONT. UNDER DOOR VERIFY THREE-AY REVOLV. DOOR PLAN SCALE 1/2 "= 1'-4•• A20 .1'A414 SCALE 3/8 " =1'- 1-HR CORRIDOR CEILING SCALE 1 1/2 " =1'- MTL. CORNER BEAD - TYP. DARKROOM REVOLVING DOOR NR PARTITION II TID 00 REVOLUING D SCALE 3 " = I 0 SUSPENDED ACOUSTICAL TILE CEILING - ----- 5/ 8" GWB (TYPE "X" BOTH SIDES) -- -. --- -- METAL STUDS AT 24 "0C 0.1 5/8" GWB (TYPE "X" AT CORRIDORS AND RATED PARTITIONS) - 60SJ 18 AT 24" 0C EXISTING STRUCTURE A200 1 A11. 2 4" 22GA METAL STUDS AT 24 "OC - -5/8" GWB (TYPE "X" AT 4 CORRIDORS AND RATED PARTITIONS) 1 -HR RATED CORRIDOR A20 1 AA2:1 .2 METAL STUD PARTITION PLYWD FILLER AS REVD (2) 2X6 0 JAMB (KD LUMBER) SIMPSON U46 0 PERPENDICULAR HEADER 0 3 -WAY DOOR PERPENDICULAR HEAD BEYOND 3 -WAY DOOR 6' -8" TO FIN. FLOOR- VERIFY REVOLVING DOOR HEAD SEAL BEYOND 0 3 -WAY DOOR A22 .1A2-00.1 /n2r /77/YA FACILITIES DEPARTMENT SCALE 3/8 "= SCALE 1 1/2 PARTITION _OH 00 REVOLVING DOOR JAMB SCALE 3 " =1'_0" DEMOUNTABLE PATITION BRACE 0 AUBURN, WA. 98002 0 BELLEVUE, WA. 98008 0 EVERETT, WA. 98201 E3 KENT, WA. 98031 0 PORTLAND, OR. 97220 E3 RENTON, WA. 98055 11 SEATTLE, WA. 98124 BRACES 3/4 "O RIGID METAL CONDUIT AS SHOWN OR 25GA. STEEL STUDS (ALTERNATIVE) ALTERNATE (180 °) DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W /SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF 2X4 PURLINS SPACE BRACES AT 5'-6" OC ALTERNATE DIRECTION (180 °) EVERY BRACE. NOTCH CEILING TILE .AS REQUIRED PROVIDE AT ALL DEMOUNTABLE PARTITIONS A200.1 A METAL STUD PARTITION (2) 2X4 0 JAMB (KD LUMBER) 5/8" GWB TYP. METAL CORNER BEAD TYP. REVOLVING DARKROOM DOOR REVOLVING DARKROOM DOOR FLANGE A2O0, 1 A200.1 HANGER SPACING 4' -0" O.C. AS PER DETAIL 3/A353 - SUSPENDED ACOUSTICAL TILE CEILING 3 1/2" METAL STUDS ® 24" O.C. ONE LAYER 5/8" GWB - METAL STUD RUNNER FASTEN RUNNER TO SLAB 0 2' -0" O.C. C A2 U.1A1.1.2 r SCALE 3 "= II PARTITION @ CONT. CEIL. A2 SUSPENDED CEILING FINN. PER SCHEDULE BE &C ENGINEERS WALL SECTIONS AND DETAILS ARCH I TECTURAl. MASTER PHOTO- MARKERS -RAD CONTINUOUS SEALANT (2) BEADS BETWEEN RUNNERS, TEE SECTIONS, AND AC. TILE PANELS FOR LIGHT PROOF BARRIER .034 COL 11 15.%A -0 GATEWAY PARTITION CONSTRUCTION PER TYPES SHOWN ON C/ A20 ( Q. 1.2 4. Q • m " 1 FACILITIES DEPARTMENT �? t O AUBURN, WA. 98002 O BELLEVUE, WA. 98008 O EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR. 91220 O RENTON, WA: 98055 i SEATTLE, WA. 98124 2 3 4 5 6 •i 8 9 10 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. jijllljllljilljll l�Ijljl�ljljl jllljllljll ljy�.l:jl�fjl�Ijll(il Ijil( jl!! jIIIiiIIIJII (IIlj ll(jfi!jllljltIIIIijlllj W11j111j1111111j111j11 11 MADE *4 " AWAY 12 Qc 8Z ee LZ 9Z SZ 4 7Z £Z Z lZ OZ 61 9l Ll 9t St hl £t Zt It p(, 6 8 L 9 S ti C 7 I W 0 ��Illii( Illflll II! IlLill! IIIJi! f! IIILIl �IIl I�III! �iiillll ii�li Ll�I!( 11! IIIIII IIIIIIli 1l �Inlllilll lli�i! 1IIIill�Ili! IIIIi�lllilil 111lllllllllllllllllllllilililllillll�Illllilli (IiII�IIII�IIIIIIIIIIIiII I , li II�IIIIIIiIII �IIIIIIIIillllllii� ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED • • • • 4 .S • \\ 41 \ 1, 1° 1 1 }1 4 14 1 1 , t . ,% \0 1 4:1; ° *1\ Albs. 1• 141% vao OUP % 010 **11 0 N N N N N N N N N N N C o . b.p.)"' — * ---* -. . • I1111 111 N N - CEILING PLAN V / r) - 3 5 / / / / i U / / / / r •. . / mrrirt TITLE CA L J DRAFT STOP EXTENDED TO BOTTOM OF STRUCTURE. USE 4" X 20 GA STUDS AT 24n 0C W/ 5/8" GWB ON ONE SIDE. COORDINATE W /MECH DWG 1M261. ======== PARTITIONS EXTENDED ABOVE CEI GRID GENERAL NOTES (1.) ACOUSTICAL TILE CEILINGS, LIGHT FIXTURES, DIFFUSERS ETC., ARE TO BE IN CONFORMANCE WiTH THE UNIFORM BUILDING CODE STANDARDS 47-18. i3 2 0 1 (&V R REFLECTED CEILING PLAN LEGEND LAY -IN SUSPENDED CEILING J EXPOSED STRUCTURE GYPSUM BOARD MECHANICAL DIFFUSERS & GRILLES SEE MECHANICAL DRAWINGS: ELECTRICAL RECESSED & /OR SURFACE MOUNTED LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS. ELECTRICAL SURFACE MOUNTED LIGHT FIXTURES BELOW FINISH CEILING. SEE ELECTRICAL DRAWINGS. gh WALL. MOUNTED OR SUSPENDED EXIT SIGNS. SEE ELECTRICAL DRAWINGS. 1 SPEAKER Q ) PARTITION LEGEND REFLECT ED CE I L I NC PLAN -NORT H PARTITIONS EXTENDED TO BOTTOM FACE OF CEILING GRID BE &C ENGINEERS ARCH I TECTURAL MASTER PHOTO- MAKERS-RAD BLDG. 7 ,034 COL 11- 15 /A -D GATEWAY SHEET JOB NO. DING. HO 281.2 90034.2 -A20 7.034-- A281.2 OF KEY - DOORSCHEDULE PAINTED GYPSUM BOARD i EC MARK DIMENSIONS - ---- -- 82 DOOR TYPE FRAME TYPE FIRE RATING hiDWR GROUP REMARKS / 1 , ... s, . , WI DT H HEIGHT THICK 10 1 3' -0" 7' -0" 1 3/4" 8 2/A352 20 MIN 2 �- 103 3' -0" 7'-0" 1 3/4" A - 2/A352 20 MIN -- 115 3' -0" 7 -0" 1 3/4" _ A 2/A352 2/A352 20 MIN 20 MIN - 116 3' -0" 7' -0" 1 3/4" A ___ - 117 3'-0" 7' -0" 1 3/4" A 2/A352 20 MIN 1 - - 120 3 1 _0 !I 7 1 3/4" B 2/A352 20 MIN 5 5 - 120A 3' -0" 7' -0 1 3/4" _ B 2/A352 20 MIN EXISTING DOOR r 121 3' -O " 7 ' - 0 " 1 3/4" 3/4" /4" 3/4" 2/A352 20 MIN 20 MIN 20 MIN •-• - 122 123 3' -0" 7' -O" 1 -cC 2/A352 _ 2/A352 - 3' -O" 7' -O" 1 - 125 1 3/4" 3/4'' 2/A352 2/A352 2/A352 2/A352 2/A352 20 MIN 20 MIN 20 •MIN 20 MIN 20 MIN - 125A = = I i I I I f•-• 1 127 1- L . 7 1 3/4" , ••::[ — 128 7' -O 7' -0" 1 1 3/4" 3/4" - 129 - 130 - 6' -8" - •- 2/A352 20 MIN - REVOLVING DOOR SEE DET . S / 414- KEY MATERIAL P L1 PAINTED GYPSUM BOARD i EC EXPOSED CONSTRUCTION INCH RESILIENT COVE 82 2 1/2 INCH RESILIENT STRAIGHT ,' . / 1 , ... s, . , S. \ \ , „ ,, \\ .,. ..., .., ..., ,..„ .,_ .... KEY MATERIAL P L1 PAINTED GYPSUM BOARD 24 X 48 LAY -IN ACOUSTIC PANELS EC EXPOSED CONSTRUCTION INCH RESILIENT COVE 82 2 KEY MATERIAL CH SV MATERIAL 81 2 1/2 INCH RESILIENT COVE 82 2 1/2 INCH RESILIENT STRAIGHT KEY MATERIAL CH SV CONCRETE W/ SEALER SHEET VINYL C CARPET -- _ - - - -_ CT CARPET TILES KEY MATERIAL P1 PAINTED GYPSUM BOARD P2 W1 W2 _ ...-. EPDXY PAINT ..____..__ _ _ _ - - VINYL ED COVER TACK BOARD PANELS DEMOUNTABLE WALL SYSTEM r � APPROVED REVISION APPROVED : 1 . ;- .. n ... A. ▪ 4K. 1 ,\ .cam', '.f .8.r ' .C: Y IIIIIIILIIIIIIIIIII< -IV II'1'IIIIII1ItI lllIII IIIIIIIIIIIIIIIII11111I1( IIfi111I1111111I111111LI1 IIL1III111' 111I11111111111i 'tIIIIII11j111111111111I1III 111 (II • l 111111 4 5 6 7 £3 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 7 A Ir Of •1y;lll(H1:1 r; ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED IPPROrf0 B 10 11 "PE R1GERMANY 12 06 6Z ee /.'L 9z 9Z 1 7Z CZ ZZ tZ 0i3 It et Lt yt 9t al Cl zl tl dl 6 9 L 9 5 ti E Z t Y " 4 W 0 ii fjIIIIII) IIIIIIIIIIIIIIIIIIIIIIIIIIII lIIIi llilll_II!il MILLI! I! IIIIII111{ II !II111111I!III11 Iii!! II! ifiidii1l111111 !IIIII!IIIIIIIII!iIIii II► II111111111111ilIII11IfIiIlIIIIf111111111i11II !IIiiIIILIIIIIII! III! IIIIIIIIIIIIIIIIIIIIIIIIIIIlI1ll11111 TITLE SCHEDULES AND DETAILS SEW ENGINEERS 10 � 1 103 103A 115 116 117 121 122 123 126 127 128 129 130 FLOOR RAE B2 B2 32 82 82 B2 BI C B2 - C B2 SV 81 SV B1 SV 81 SV B1 SV 81 C' 81 P1 W2 1 /EXIS EXIST W2 w2 -- w2 w 2 _ _ W2 --- Y , I S T SOUTH WEST REMARKS STORAGE _ OFFICE 124 CAD ROOM 125 CUT ROOM MOUNTING ROOM PRINTING PRINTING FINISHING PROCESSING FLOORS 3" 11_ OFFI CE OFFICE COPY ROOM OFFICE OFFICE VAX ROOM CORRIDOR II ROOM 2 LJ DOOR JAMB (HEAD S3 M) t- 'I FINISH SCHEDULE LEGEND -- - -5/8" GWB EACH SIDE DOUBLE STUD AT JAMB -- HOLLOW METAL FRAME OPENING JAMB (HEAD SIM) 5/8" GWB EACH SIDE - STUD AT JAMB - - 20 GA. MIN JAMB STUD — HOLLOW METAL FRAME BY AllowielOW 3 BASE ROOM F i N ! SH SCHEDULE NORTH EAST WALLS WALLS W2 N1 P1 - - - - - 11 EXIST EXI S1 E XIST_ __ W2 i 1 W2 E_ XIST EXIST 11 EXIST _W2� W2 _ - _ EXIST i1 EXIST V2 /EXIS W2 W2 11 W2 P 1 l I P1 ) 1/E)_(15 P 1 /[X P EXIST _ P1 ___P1 EXIST _ - L 1 PI P1 P1 P1 L 1 2 /EXIS EXIST P1 P1 L WI / P1 _ L1 - W2 _ 1.1 W2 P1 L1 P1 P1� - - - L1 1 /EXIS W2 11 P1 P1 P1 P1 11 REVISION W NO SCALE WALLS USE #12 GA. SPLAY WIRE BRACING IN PLANE OF EACH TEE. VERTICAL ANGLE, 45 ° . MINIMUM 3 TURNS AT EACH END. VERTICAL MEMBER REQUIRED AT -:4 N SEISMIC PODS 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 A353 3 zfirizaafv FACILITIES DEPARTMENT 0 0 0 0 O 0 O 0 0 O 0 C ttAX ON CENTER 'I CEILINGS 0 0 0 TYPICAL ACT HANGER LAYOUT NO SCALE ❑ AUBURN, VIA. 98002 ❑ BELLEVUE, WA. 98008 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 9803.1 ❑ PORTLAND, OR. 97220 RENTON, WA. 18055 SEATTLE, A. 98124 4 -412 WIRE PERIMETER HANGERS, 6" MAX FROM WALLS 412 WIRE HANGERS AT 4' -0" ON CENTER EW SUSPENDED FROM STRUCTURE ABOVE A — CLG BRACING AT 12 ON C E N T E R EW PER I S O M E T R I C 3/A353 DETAIL (OMIT WHERE ROOM IS 144 SF OR LESS) LOCATE FIRST POINT OF BRACING WITHIN 4' -0" OF WAILS 3, 3 ,x3 3 A 1" - 1 DOOR TYPES 4 "8' r -- COUNTERTOP AND BACKSPLASH W /P.LAM -- TO MATCH EXIST . DRAWER ADJUST. SHELF SUPPORT -1/4" WIRE GLASS AT 20 MIN DOORS P.LAM. FACED DOORS AND EXPOSED EDGES - ADJUST. SHELVES W /EDGEHANDING ---� -- 53A353 PL 1,' 5 • i fl ' 1 1/16° 2'-O'° \ NOTE: THIS CABINET SECTION IS TO SHOW DESIGN INTENT. CABINET IS TO BE FACTORY MADE AND BASE MATERIALS MAY VARY CABINET ELEVATION AND SECTION ARCH ITEC'TURAL MASTER P HOTS? �° NIA i� K E R S RAD 1, 03 COL 1 1-15lA -R GATEWAY A35 TYPE C1 PLASTIC LAM TOP ADJUSTABLE SHELVES --- SOUTH NORTH PROCESSING ROOM - 130 SCALE 1/4 " =1' -0" TYPE C3 PLASTIC LAM COUNTER— PRINTING ROOM - 1 2 7 0 2 8 SEE REFERENCE DRAWINGS FOR EXISTING CASEWORK SCALE 1/4 " =1' -0" WAINSCOT OPENING FOR PROCESSOP WEST EAST TYPE Si SHELF UNASSIGNEE 1431 r . 5'_ -3" COLOR PAPER PROCESSING 142.E FINISHING ROOM 11291 4 1_ 5 11 TYPE C4 PLASTIC LAM. COUNTER TOP– TYPE C3 PLASTIC LAM COUNTER B1 402430- ---- ADJUSTABLE SHELVES 1 3 / �� 4_ . Q 3 I_2" 3 _ 2 11 I-= r . 4 SOUTH NORTH 11" �Rl�• rl''J, w 1 11" DETAIL PLAN AT SCALE 1/4 " =1' -0" _ IN MIN 'PROCESSOR SHOWN DASHED •;.C""'r"'�ii�:ICC� " I PROCESSOR' I SHOWN I DASHED- 1.0 ME Ell MIN _1 HZ: 2A4 CD NM 2 U.1 CD PROCESSING ROOM 11401 II 1 -6 "1 CLEAR! 1 II II –I L A4 S ✓ a 1 140 141 30' - -1" TO GRID "B "._. /F\ 11" COLOR PAPER — PROCESNG I 1411 13'-3" REVISION MUM BY APPROVED DATE REVISION BY APPROVED DATE -L C 7 FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98008 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR, 97220 ❑ RE,NTON, WA. 98055 • It SEATTLE, WA. 98124 Tt Ii;I3 !SC J?CIIITECf GO 70 p. cG��.r�►��s SMj t7F PiA5tt:rirdoN 'D r [ �t.r X i •Kw x va ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS. uniumm IMUIHNINK APPROVED BY OF i 4 !344 - IITL 13LDG.. 7 -0.34 I NTERIOR ELEVATIONS ARCH i TECTURAL MASTER PHOTO- MARKERS -RAQ BE &C ENGINEERS GA'1EWAY L 5 iSHTET JOB 0 ND. - 4 y4 94034- -090 . N0, 7 , Q ;4 -A41 4 11' E -- TYPE Si SHELF 24 "X36" LIGHT BOX SEE A-405 01 CABINETS TO MATCH EXISTING WEST A414 A11,2 CUSTOM COLOR PRINTING 11391 L SOUTH e I t S ( 1 f i p I I I I 1 I I I 1 1 1 1 1 1 1 1 1 1 i 1 1 1 I 1 I 1I1 VII II 111 III III I1f 111 11 111 11f ill 111111! 111 111 IIi 111 ICI 111 111 I,1 I(I 1111111 111111 111 111 'ii!1Ii III II! IlI II11i 1IIIjICI ▪ r � Af 0 Ie�m I � � I 2 I I � ( I � I r I I I � � I � ( � � I � ( I ( � ! � � � � I � I 1 4 5 6 7 8 9 1 Q 11 wove FRMNIY 12 NOTE: If the microfilmed document is less clear than this i' notice, it is due to the quality of the pr^iginal document. • 06 63 ee /2 93 93 1 73 CZ 33 lz Oz 61. el LI 91 GI VI CI el + L 01, 6 8 L 9 S t' C Z l EN p ( I I I ( I i I '' �I �� )Illllil1i ! flll!IIII 1111!1!11 !il!!!II! III!!lllilllll1IIII I I111!IIII ( 111!111! 1!11!11!1 !III!I!lIII!JIIIIIi I !!43!3444 IlLlIlllf IIII�Illililil!iillllli!!Illl IIII!ILII I Ilil!IhI I IIII!lIII IIlf!Illlillll!,tll I LIlI!Illf I IIII!ILI 1 !I�I!!II! ( Illl!II1I IlII!IIII1!Ili!IIII1I FI NI`SHI NG ROOM - 129 SCALE I/4 " =1' -0" FOR PROCESSOR WAINSCOT NOT ES: SAW CUT CONC. FLOOR SLAB TO ACCOMMODATE THE EXTENSION OF UNDERGROUND DRAINS TO NEW PROCESSOR AND EXTENSION FOR FUTURE. A414 All .2 (I) SAW CUT CONC. FLOOR SLAB TO RELOCATE EXISTING DRAIN PIPES AND TRENCH 2'--6" CLOSER TO PROCESSOR. - 8 .4 •`• i•,;* ; ht••!,- • -,;? • V..; • ' 4 • •••!' • 1' ' 4 " . .■ Ki• - 1-1 r:'1 • • 1 ' ••• •■• • tf ■A• t. 7 ;! %••• ' •RS 1. • .: r. :i. .,, ▪ „ • • tn.! ••••` ,.; • • ••• • 's 4Acz • irS.A • • • .4.4 • ' • 4 : 7.: !'• t f: • ,. • • • rift • • n.•• • • .1;t?'■; • A • q • • • • • 3. • . 10 Sk xa*Pxovio ay • MANI Reva. Si PA* • VINYL, oPer,.- Cosif 1407B5; 1. 13Ate 0 4 PIMMS10 3. (Am. evek Ape Stt1"1 ON NT. P--I.4V° Irf" Witte 4 Kesfir x wi Th x W SO RIM stIMA, Ea* 21A1.4. A0 4 3ttariarkIto Ttp lea 1 cosisTIEUVrE0 Viletc . cs, . ; HeWfrJ To es or- 104 HILYOSTigtz Over? rr, sp. 'vim 6 pLy LMP VINYL. 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IAA ACCEPTABILITY Ir f THIS DESIGN AND /Oi SPECIFICATION IS APPROVED r APPROVED BY !DEPT, DATE ...,.. -- r MEM NMI `11 H N PARTIAL FLOOR PLAN BE &c ENGINEER$ LAST REVISION SYMBOL DATE SHEET \ EXISTING 5' -6" SQ. COL FOOTING- i EXISTING COL TS 4x4xI /4 \ • . -- -- 1 EXISTING DRAINAGE TRENCHES ' - ` �' -'� - � 1 1 1 t{r \ „.„-\ s' \ 1 1 EXISTING THE CH OUTLINE FOR EXISTING RAIN LINES 1 , --- -( 1 \_- 1 ■ \ r-'- \ -� TRENCH 1OUTL I NE FOR NEW DRA(N LINES \ 1 - A r- FOR MORE DETAIL SEE ror.;.,»a;. -'? 1�t ?_ . r" -' . fi .. "s4 - . rr . ^!r ,, . 1- ,. , .. -:a •s . , -. .r r r :- E .'n:: ..v!....... .. r i. .... .,:•.r3.rc: »a.r: r_ v.:.:?s;c: +rw,3 :'�% a,'1rr. -H: i_`Yl�F ?,'S `S:T '. •,.4'. N.'..at.. :. i.. 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REINFORCEMEN"i: DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 Fy = 60 ksi 5 STEEL: PARTS SHALL BE FABRICATED FROM ASTM A36 STEEL. BOLTS TO BE A307 (MINIMUM BASE !VELD MATERIAL Fy = 70 ksi 6 LUMBER: STRUCTURAL LUMBER, DF /No. I OR BETTER GOB. 1 I - 15/A -G OTY 034S001 :.r,.. , >- JOB NO, 90034-090 GATEWA . 34-S I OWN 8.17.90 '1 ACCEPTABILITY THIS DESIGN • APPRovEt SY a ANA APPROVED P �S F► PT. Eta DATE -' �. a ' ►� I; a � ::. , 'SHA =A ' � IAN i A. 1 0 , A ,� �. I ISS ".•e^o•so�.....a.naw. +wi IBM APPRANIED DATE 111111111111W REVISION FACILITIES DEPARTMENT O AUBURN , WA . 98002 C7 BELLEVUE , WA . 98007 O EVERETT ? 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DATE SHE E T S02 408 +lt1, 90034 -090 DK NO, 7.034 -S2 • ROOF FRAMING PLAN STRUCTURAL MASTER PHOT�MARKERSRAD BOG 7.034 tom., I I - t 5 /A--D GATEWAY N RA T RII CT I,QN NOTE S CONTRACTOR MUST EXERCISE CARE TO SUPPORT THE NEW HVAC DUCTWORK & THE FIRE SPRINKLER SYSTEM FROM THE NEW 4x10 & 2x6 FRAMING MEMBERS. SUSPENDED CEILING MAY BE SUPPORTED FROM THE EXISTING FRAMING. NOTIFY B.E.& C. ENGINEER WHEN MAXIMUM LOAD ON 2x6 MEMBERS EXCEED 425 LBS. 3 LOCATE 2x6's IN FIELD TO SUPPORT HVAC & FIRE SPRINKLER SYSTEM AS REQ'D. 4 ADJUST LOCATION & ELEVATION OF 4x10 BEAMS IN FIELD TO CLEAR ALL INTERFERENCES. 034S002 IAN 8.17.90 SAE. ,:.. ... ..,.; 5r!+i>?..Yn�i .. :'A,.. ..._. -s. S1 ,..'.1�%i. • :ll� � ��:- ,w......h(as%k� ;�a',.. 8.17.90 ISSUE FOR B U I L D I N G PERMIT DATE RE&C ENGINEERS ! DEMOLISH & REMOVE EXISTING "POLYDRAIN" MODULAR PRE -CAST DRAINAGE SYSTEM, RELDCA1 PIPE CHASE & INSTALL _ / NEW AS SHOWN I # 4 X C-6" EPDXY GROUT TO EXISTING SLAB ALL AROUND 8 16" O.C. UNLESS SHOWN OTHERWISE - EXISTING TS 4x4x1/4 COL I/4 "= I # 4 x 1 '--6" / EPDXY GROUT TOJ DRAIN WALLS (TYP 4 PLACES) EXISTING 'POLYDRAIN" AROUND PHOTO PROCESSOR PARTIAL BOTTOM OF DRAIN EL 99' - -8" TYP 8 H I G H POINT PLAN DETAIL 4 "0 SLEEVE -c- 1 \ \ %-1 �\''__ ' '" — - OUTLINE OF EXISTING �� TRENCH FOR DRAIN LINES 1 \1+\� , \ .-- OUTL !NE OF V (T' } ' \ \ NEW SAW CUT (TYP) \ \03�J4 \` 1 ;1 "1 iFt ✓ f4`�6S'la'.I -fSd�: �J :'. 4. .. =;ijw :� SO3 SO3 1 - , 1 --I # 4 x 3 -0" (TYP 2 PLACES) FLOOR EEIrTRAT,ONS DETAIL �� 503 S03 - EXISTING 5 SO FOOTING BOTTOM OF DRAIN EL 99' --6" TYP 8 CONN W/ TRENCH OUTLINE OF NEW SAW CUT (TYP) /. -- OUTLINE OF SAWCUT 1G S03 S03 0 16 THS INCH 2 3 4 NEW 6" THICK PHOTOPROCESSOR PAD OR NEW 6" FLOOR SLAB TOC EL 100.00' TYP EACH SIDE PLATE #4A I2 » . E.W. C CENTER 6" COMPACTED BASE MATER I AL "POLY DRAIN" MODULAR PRE -CAST DRAINAGE SYSTEM SECTION I /2 "= DOUBLE WALL PIPE --\\ (SEE MECH DWGS FOR SIZE) SECTION NTS 3/161 \. NEW 4xIO SECT I ON 3/4"- l'-o. 2- 3/8 "0 "H I L I I" EXPANSION ANCHORS W/ 3 1/4" MIN EMBD- _. - -- 6 MIL MOISTURE BARRIER FIBERGRATE GRATING I L 6 MIL MOISTURE BARRIER / / d \ _ .. _ SUPPORT ANGLE L5x3x3/8 (LLV) D AUBURN, WA.98002 O BELLEVUE , WA . 98007 FAC I L I T I ES DEPARTMENT 0 KE � , WA . 98031 O PORTLAND , OR . 97220 O RENTON , WA . 98055 II SEATTLE , WA . 98124 EPDXY GROUT # 4 REBAR 7, @ 18" O.C. W/ MOLLY "PARABOND" CAPSULE ANCHORING SYSTEM. (ALTERNATE 8 9" EACH SIDE OF DRAIN WHEN EXISTING CONC, BOTH SIDES) FOAM BACKER ROD & NON-HARDENING SILICON CAULK STEEL PIPE SLEEVE (SEE ORSMZE) DWGS /-I/4"x I" ANCHORING COLLAR 00 O . 0 -SEE PLAN FOR CALLOUTS 3/16 503 S03 / EXISTING CONCRETE WALL PANEL 5021SO3 EXISTING 4" SLAB u� 00 - aoQ0 ° oo n,,�Op r 111111 111! IIIIII11ll 'lll111111lllIII111111�I °�l:(I. III 1II III III III Ili III III lli II! 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COMPACTED BASE MATERIAL - EXISTING ROOF PURL INS i i 4x14, 4x!6 --- U4 I 0 STD JOIST HANGER L NEW 4x10 (SEE GEN NOTE 4) SO2 SO3 0 NEW 2x6 INSTALL W/ U26 STD JOIST HANGERS (SEE GEN NOTES 2 & 3) EASY REV I S Q 4 $YMOOL SECTIONS AND DETAILS S F+E ET PHOTO-MARKERS-RAD STRUCTURAL MASTER X03 so9 NO. 90034 -090 BLDG 7.034 . 11-151/A- D GATEWAY °` 7.034 8.17 .90 DME MIN 8.17.90 . .... _,. .. .. - .Fr dMM!ilV.t�v a�.. fiG.Y[�.�✓frHl 4 I'.. f .y.+.si��Ri..YKf.ar..M Sni • IzEYI tova I ISSUE FOR BUILDING PERMIT 8.17.90 O AUBURN, WA 98002 O BELLEVUE , WA . 98007 O EVERETT , WA . 98201 O KENT , WA . 9803 i O PORTLAND , OR 97220 O RENTON , WA . 98055 11 SEATTLE , WA . 98124 ACCEPTABILITY IRIS DESIGN AND/OR SPEC I r I CAT I OI4 IS ,APPROVED APPROVED DY HAH A _IAN SECTIONS AND DETAILS ENGINEERS LAST REVISION SHEET ,mow. 90034-090 D. 7.034 -S4 " STRUCTURAL MASTER PHOT�MARKERSRAD BLDG 7.034 ca I i-- i5/a -a GATEWAY NEW 'SIMPSON' HD20A CONNECTOR ONE EACH SIDE OF G/L BEAMS G/L 6 3EXISTING /4 " x ;7 $ELLQN ____ EXISTING I I I I I POLYDRA { N „ f I H I { jf 1 I 12” FIELD VERIFY 2 # 4 DOWELS EPDXY GROUT TO EXIST (TYP 2 PLC'S) 12" FIELD VERIFY 2 # 4 DOWELS 10" EPDXY GROUT TO EXISTING (TYP 2 PLC'S) 23" SO2 SO4 DETAIL 3 • . . � rsx r.. .. r��t. .�...;;... .:..•:,.1�. 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OUTDOOR FLOODLIGHT 1 LU400 ( EE X LITHONIA TFL400SRA2- PL N) 277C620D11 _ OUTDOOR LIGHT ING (N.I.C.) B (EXISTING) 277V, 8' FLUORESCENT SUSPENDED STRIP 2 F96T12/CW LITHONIA C296 WAREHOUSE LIGHTNG (N.I.C.) C 2'X4 FLUORESCENT, 277V, RECESSED TROFFER 4 F40 /C50 X LITHONIA 2SPG440- Al2.125 277 SPECIAL LAMPS CHROMA 50 5000 °K D 2'X4' FLUORESCENT, 277V, RECESSED TROFFER 3 F40/C50 X LITHONIA 2SPG340- Al2.125 277 SPECIAL LAMPS CHROMA 50 5000'K E 2'X4' FLUORESCENT, 277V, RECESSED TROFFER 2 2 F40 /WW /RS ENERGY SAVING F40 /WW /RS ENERGY SAVING X 84' LITHONIA 2SPG240- Al2.125 277 ES F ... 4' FLUORESCENT, 277V, WALL BRACKET UPLIGHT / DOWNLIGHT LITHONIA W240 277 ES G SAME AS TYPE 'C' EXCEPT WITH ENERGY SAVING WW LAMPS 4 F40 /WW /RS ENERGY SAVING X LITHONIA 2SPG440- Al2.125 277 ES H SAME AS TYPE 'D' EXCEPT WITH ENERGY SAVING WW LAMPS 3 F40 /WW /RS ENERGY SAVING X LITHONIA 2SPG340- Al2.125 277 ES J INCANDESCENT, 120V, RECESSED DOWNLIGHT WITH FRAME -IN MODULE & T -BAR CLIPS 1 150R/SP X LITHONIA RB2LSLSMC K INCANDESCENT, 120V, DOUBLE WALL CYLINDER ' 2 75A /WP 84' LITHONIA WJCC SAME AS TYPE 'C' EXCEPT WITH ENERGY SAVING WW LAMPS & PARACUBE LOUVER 4 F40/WW/RS ENERGY SAVING LITHONIA 2SPG440- PC1277 ES M 4' FLUORESCENT, 277V, WALL BRACKET W /SOLID TOP, DOWNLIGHT W/ON-OFF SWITCH 2 F40 /WW /RS ENERGY SAVING 66'. LITHONIA WB240Al2L- 277 ES Si N INCANDESCENT, 120V, TRACKLIGHT W/3 HEADS, W/T -BAR ACCESSORIES 3 75ER30 X LITHONIA T8 /TU4O WHITE W /C30 COWLS T -BAR ACCESSORIES: TAT -1 LIVE END (1) TAT -20 CLIP (3) P ' A NM NI UN I. • .10I.1.11■0aNOISMMINIMIIPIAM 1'X4' FLUORESCENT, 277V, RECESSED TROFFER 2 F40 /C50 X LITHONIA SPG240- Al2.125 277 SPECIAL LAMPS CHROMA 50 5000 °K R 7 "X4' FLUORESCENT, 277V, CORRIDOR WRAPAROUND 2 F40 /WW /RS ENERGY SAVING X (SEE PL LITHONIA CB240A277 ES PENDANT MOUNT IN ROOMS 122 & 180 S INCANDESCENT, 277V, EXIT LIGHT GREEN STENCIL FACE, WHT HOUSING, SINGLE OR DOUBLE FACE 1/2(A ) RS LITHONIA L)'MSW3GEL _ MAINTENANCE FREE, LEAD CALCIUM BATTERY /CHARGER 2 #909 (D.C.) Si INCANDESCENT, 277V, EXIT LIGHT RED STENCIL FACE, WHT HOUSING, SINGLE FACE 2076 1 /2(A.C.) (U :RS L) LITHONIA MSW1REL MAINTENANCE FREE, LEAD CALCIUM • BATTERY /CHARGER 2 - #909 (D.C.) 4' FLUORESCENT, 277V, ABS PLASTIC HOUSING HI- IMPACT LENS, WET LISTING 2 F40 /CW /RS . PL _ X BENJAMIN /THOMAS FA2424-4R277 N) CHEMICAL MIX & STORAGE AREAS INCANDESCENT, 120V, 12' WALL/ SURFACE MOUNTING UPLIGHT/ DOWNLIGHT 2 74/A19 90 LITHONIA WC 8' FLUORESCENT, 277V, STANDARD INDUSTRIAL 8% UPRIGHT 2 F96T12 /CW ENERGY SAVING 11111111120" '� LITHONIA L296277ES W /WG7 WIRE GUARD NORMALLY OFF; WITH LEAD- CALCIUM BATTERIES W INCANDESCENT, 120/277V, EMERGENCY UNIT W /TWO HEADS & BATTERY/ CHARGER 2 8 WATT HALOGEN LITHONIA ELU -2H X 4' FLUORESCENT, 277V, LOW- BRIGHTNESS WRAPAROUND 4 1 F40 /WW /RS ENERGY SAVING F40 /WW /RS ENERGY SAVING 111111 90" ill LITHONIA SC440A277ES ''U► N AL P60- 0445 -1 -04- BGE- SLH -GMF- 277VOLT CORRIDOR COVE LIGHT; ONE BALLAST CONTROLS TWO FIXTURES Y 6 "X6 "X48" FLUORESCENT INDIRECT UPLIGHT WITH ASYMMETRIC REFLECTOR, 277V 10 "X4' SURFACE WRAPPED AROUND, 277V F40 /CW /RS X LITHONIA LB240A277 -ES AB 2'X4' FLUORESCENT, 277V RECESSED TROFFER 3 F40/CURS LITHONIA 2GT34O.Al2.125 -E AD INCANDESCENT RECESSED DOWN LIGHT, CLEAR ALZAK REFLECTOR W /BLACK MILLIGROOVE BAFFLE 100W A -19 1.F. PRESCOLITE 1224-B362 AE SAME AS ".AB" EXCEPT WITH 112 "X1/2" CELLS, 45' SHIELDING, SILVER FINISH 3 F40 /CW /RS AF 1'X4" FLUORESCENT, 277V RECESSED TROFFER 1 F40/CURS ENERGY SAVING 75W A -19 •111 SPG240-F-Al2-ES am LITHONIA LITHONIA O -1 WJLS :. AG RECESSED DOWN LIGHT .... . AH 2'X4' FLUORESCENT, 277V RECESSED TROFFER I F40 /CW /RS LITHONIA 2SPG340-PC2S- 277 -ES SILVER, ACRYLIC PARABOLIC LOUVER 1- 1/2 "X1- 1/2 "X1" SO CELL r REVISED FIXTURE TYPE AH ISSUED FOR CO STRUCTION. REVISED LIGHTING SCHEDULE . RECEP" CI.E CIRCUITS ISSUED F' RECORD DRAWING JRB JRB 9.11.90 10.1.81 11.18.8 10.28.8 ISSUED FOR CONSTRUCTION -RAD HEA. LAB ISSUE) FOR CONSTR. - THEATER SERVISES ADDED FIXTURE TYPE "AG' H RECORD DRAWING I ADDED FIXTURE TYPE "AH" NC /DM NC /DM 3.17.88 11.22.88 2.17.89 03.01.8 02.22.90 08.17.90 REVISION LEGENDS AND ABBREVIATIONS BY APPROVED BY APPROVED ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED fI1.E SHEET NO. BLDG. 7 -034 ELECTRICAL MASTER BE &C ENGINEERS INDEX, LEGENDS & SCHEDULES DWG. NO. GATEWAY 7.034-El REV. REVISI NO. DATE JOB NO. 87060 9.11,90 4 10 50 H2O {X20 480V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) 115V MOTOR (SIZE AS NOTED) CIRCUIT UREAKER (3 -POLE UNLESS OTHERWISE NOTED) DISCONNECT SWITCH FUSE TRANSFORMER (SIZE AS SNOWN) TR NSFORMER (DASHED LINE INDICATES ELECTROSTATIC SHIELD) R 0A1 120V 1 PHASE ISOLATED GROUND, DUPLEX DROP ECEPTACLL, SEE DETAIL 2 SHEET E500. 15A, 120V, 1 PHASE, DUpEEX DROP RECEPTACLE. SEE DETAI4. 2 SHEET E500. 30A, 120V, I PHASE TWISTLOCK RECEPTACLE (NEMA L5 HUBBELL #2610 60A, 208V (220V), 3 PHASE CROUSE -HINDS AR641, STYLE 2 20A, 120V, 1 PHASE ISOLATED GROUND, HUBBELL #IG -5362 20A, 120V, 1 PHASE, DUPLEX RECEPTACLE, HUBBELL #5362 15A, 120V, 1 PHASE, DUPLEX, HUBBELL 15262 45242 (RAD. HEALTH LAB)(THEATER SERVICES) OgEGFI '15A, 120V, 1 PHASE DUPLEX WITH GFI, HUBBELL #GF -5262 X1 15A, ISOLATED DUPLEX RECEPTACLE, HUBBELL #IG -5262 14.1 ttir (2) 15A DUPLEX RECEPTACLES, HUBBELL #5262 (4 PLEX) #5242 (RAD. HEALTH LAB & THEATER SERVICES) 20A, 120V, 1 PHASE, TWISTLOCK RECEPTACLE, W /ISOLATED GROUND, NEMA L5 -20R, HUBBELL #I62310 ie- 15A, 1 PHASE, SINGLE RECEPTACLE, HUBBELL #5261 (2) 15A NEMA 5 -15R DUPLEX RECEPTACLES, IN TEIE /POWER POLE, WIREMOLD #21TP -2G4 CLOCK OUTLET 15A, NEMA 5 -15R, SINGLE RECESSED RECEPTACLE WITH WALL PLATE, PASS & SEYMOUR #2122 -X tie INDICATES CEILING MOUNTED RECEPTACLE 20 IDED INDICATES RECEPTACLE ON DEDICATED CIRCUIT _mos IMO row IG (2) 15A ISOLATED DUPLEX RECEPTACLES, HUBBELL #IG -5262 60 60A, 208V, IPHASE RECEPTACLE CROUSE -HINDS AREA #6323. 30 30A, 208V, 1PHASE RECEPTACLE HUBBELL #9350. 20 20A, 208V, 1PHASE TWISTLOCK RECEPTACLE HUBBELL #7310 ------ CONDUIT - EXPOSED (RIGID METAL,AL,IMC,EMT, OR AS NOTED) CONDUIT - CONCEALED 6 " 1 1/4..."' LIQUIDTIGHT FLEX CONDUIT INDICATES PHASE CONDUCTOR -74 -tc: INDICATES NEUTRAL CONDUCTOR -*d- INDICATES GROUND CONDUCTOR -- INDICATES ISOLATED GREEN GROUND CONDUCTOR WITH YELLOW TAPE STRIPE (IF NO HASH MARKS ARE SHOWN, INDICATES RUN WITH (1) EACH: PHASE, NEUTRAL * GROUND) CONDUIT TURNS DOWN CONDUIT TURNS OP GROUND CABLE WITH EXOTHERMIC WELD CONNECTION GROUND ROD LOCATION "'I'G- -- GROUND WIRE (SIZE NOTED) -- A- FIRE ALARM CIRCUIT - "'WM• - - SURFACE WIREWAY, METAL 'PANCAKE WIREMOLD #1500 & FITTINGS. --- PA - PAGING SYSTEM CIRCUIT 0 P.A. SPEAKER 4D JUNCTION BOX a MANUAL MOTOR STARTER, 3P, 30A, TOGGLE TYPE ammo. ILIONEMNIINEW DISCONNECT SWTICH (NF= NON - FUSED) 20 SWITCH RATING/ FUSE RATING (SN = SOLID NEUTRAL) 20 MOTOR STARTER, MAGNETIC WITH FUSED DISCONNECT SWITCH PUSHBUTTON STOP -START STATION C5 THERMOSTAT OEM PANELBOARD, 480Y/277V, 3 PHASE cam PANELBOARD, 208Y/120V, 3 PHASE MEMO FIRE ALARM PANEL EQUIPMENT CONNECTION "A" DENOTES IDENTIFICATION MARK (SEE EQUIPMENT SCHEDULES FOR DETAIL) "1" DENOTES HORSEPOWER OR FLA $a 3 -WAY, TOGGLE SWITCH, 20A, 277VAC $a $r17- w ONE LOW - VOLTAGE LIGHTING CONTROL SWITCH, RELAY, AND SWITCH L.G. 1/2"-3018 11! M TWO LOW VOLTAGE LIGHTING CONTROL SWITCHES, RELAYS, AND SWITCH LEG: 1/2 " -5 #18 LOW- VOLTAGE LIGHTING CONTROL RELAY. NUMBER INDICATES QUANTITY OF RELAYS. LOW - VOLTAGE LIGHTING CONTROL WIRING IN 1/2' RACEWAY. CONCEALED UNLESS OTHERWISE NOTED. THREE CONDUCTOR #18 AWG, UNLESS OTHERWISE NOTED (CONDUCTOR QUANTITY INDICATED BY NOTE: 7 /C, ETC) . -LV- 0 DOUBLE POLE, TOGGLE SWITCH, 20A, 277VAC SINGLE POLE , TOGGLE SWITCH, 20A, 277VAC LIGHT FIXTURE TAP 1/2" FLEXIBLE METAL CONDUIT - 4 012 TWO PHASE, ONE NEUTRAL, ONE GROUND; TYPICAL. LIGHT FIXTURE WITH SELF - CONTAINED EMERGENCY POWER PACK (OPERATES ONE LAMP Al EMERGENCY LEVEL FOR 90 MINUTES). DIMMER SWITCH 277 -24V TRANSFORMER LIGHTING FIXTURES SEE FIXTURE SCHEDULE, THIS SHEET. "X' DENOTES FIXTURE TYPE "Y" DENOTES FIXTURE WATTAGE ABBREVIATIONS AFF C.O. DED EWC FLA FVNR GFI LV MCC MDP NACB PNL RVNR WP XFMR ABOVE FINISHED FLOOR CONDUIT ONLY DEDICATED ELECTRIC WATER COOLER FULL LOAD AMPERES FULL VOLTAGE, NON REVERSING GROUND FAULT INTERRUPTER LOW VOLTAGE MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL NON - AUTOMATIC CIRCUIT BREAKER PANEL REDUCED VOLTAGE, NON REVERSING WEATHER PROTECTED TRANSFORMER C =CEILING R =RECESSED tefn7:56/T FACILITIES DEPARTMENT W =WALL P =PENDANT ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98008 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 CO PORTLAND, OR. 97220 ❑ RENTON, WA, 98055 II SEATTLE, WA. 98124 0 16TrISINCH 1 2 PI I I111111111111 3 4 5 6 7 8 9 10 11 NADEINOERI4••Y 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0£ 6Z e LZ 9Z GZ 4 7Z • e£ ZZ l 0? 6t 8 LI 91 GI +rt et Zt • It 01. 6 8 L 9 G ' £ Z l " 0 �IIII1IIII�IIII1IIIIIIIII 1111llil�lllllllli1 !IIIIIIII�!ilfll 1111llllll!�ILILLI!fill!!If Hi ll; l�Illl�fll! Ilili�lLillllL; �1II! �liii�l! IIIIIII�IIi !��if{ilI11IIIIi {ill!�ilEi�!1 111111? III{ 111! �Illliilli�illl�llll�lllil! III�1111iIIII, Ii1111111�1iIiIIIII�iIIIIiIII�IIi !f IIII�Iiil�Illl�ilil I I� !II .. III El E2 E3 E4 E6 E8 E9 ElO Eli RFES E61 E110 E111 E500 E501 E502 E503 E504 RECEIVED CITY OF TUKWILA SEP 1 3 1990 PERMIT CENTER DRAWING INDEX TITLE BSD DRAWING NO ELECTRICAL INDEX, LEGENDS, LIGHTING SCHEDULES 480Y/120V MAIN FEEDERS & PANELS 208Y/120V MAIN FEEDERS s PANELS ONE -LINE DIAGRAM PAGING, FIRE ALARM, TELEPHONE OUTDOOR LIGHTING GROUNDING LIGHTNG PLAN LIGHTING PLAN 208Y/120V POWER PLAN 208Y/120V POWER PLAN -ROOF 208Y/120V POWER PLAN 480Y/277V POWER PLAN 480Y/277V POWER PLAN ELECTRICAL DETAILS - MISCELLANEOUS WIRING DIAGRAMS DETAILS - MOTOR CONTROL CENTER PANEL SCHEDULES PANEL SCHEDULES 7.034 -E1 7.034 -E2 7.034 -E3 7.034 -E4 7.034 -E6 7.034 -E8 7.034 -E9 7.034 -1E10 7.034 -1E11 7.034 -1E60 7.034 -RFE60 7.034 -1E61 7.034 -1E110 7.034 -1E111 7.034-E500 7.034 -E501 7.034 -E502 1.034 -E503 7.034 -E504 • RRtR to v JRB JRB HL NC /DM 9.21.87 10.1.87 TIC /Did 11.18.87 10.28.88 RECORD DRAWING J #90034 J190034 HL TIP J D C APPROVED 12.15.8 02.22.3 08.23.9 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY PfisMINMIAZ REVISION 90% REVIEW ISSUED FOR CONSTRUCTION EMER LTG GENERAL REVISION ISSUED FOR RECORD DRAWING ISSUED FOR CONSTRUCTION -RAD. HEA.LAB APPROVED 11.14.88 INCLUDED AE FIXTURES 9.11.90 1 DRG. NO. 7.034 -1E11 9.11.90 TYP F 22` ° d r °d ° Y - --. I A16/260 PANEL A16 -1 A15-1 /4b TYP. 4 II SEE NOTE A16/281)..- b.M111...d PHI A 6 A 6/1 LIGHTING POWER BUDGET=•1.7W /SQ FT TENANT :04110VEMENT AREA 3900 SQ FEET LIGHTING POWER REQUIRED 6425 WATTS 1.65W /SQ FT < 1.7W /SQ FT A16/24c I 14a 14a 14a I 140. . 14a 14o 1 14 a 7/C 14o 140 TYP. FOR 3 20 SEE NOTE 10 3 C TYP OF / / / / N N N N N N N N N N N N N N N N N REVISIOP SCALE 1/8"= —0" ...r..r....mu...._,r*....u. 1 Q � r G St t %p0 FLOOR PLAN J 0)) FACILITIES DEPARTMENT • 1.1.1.1110.11.4•10 4141411041 . 1111111141 m 406111401 . TYP OF 2 O AUBURN, WA. 98002 O BELLEVUE, WA. 98008 0 EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 SEATTLE, WA. 98124 TYP OF 7 •• OE 6Z se GZ 9Z aZ +r II Z £ {{ Z IIIII�IIII�LIIIIIII !IIII! IIIIlIlIIl�ill llilitf !1111111 ►�LIIiiIIll�I1111!III '� "Plat✓ " ,i;`:, ;.^.-2.r''."-' I i I I 1 I 1 1 1 i ► I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 ! ► I I I ► I' 1tttrE►I11►I ►I111111►IillIII 111111 ► !MIIIIII111111111111111I►III1Ir ll 0 16 THS INCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 11 111 {IiITI! 1I! !I! i11 111 111 iIl 111 III 111 IIII 9 10 11 DE IM 6ERNMIY 12 I z L o; 4 71. et el LI 91 St £l ZI a (' 6 8 c 9 s i, C z t Ww !!lIl1111!inhi1111III1111! 111111111 +i111111: 111111 IIIIIIIi11111111I111111iILL111111111 111111111illill111111lll1I !III111111III► 111? IIIIII1111 h11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !IIIIIIIIMIIIIil BLDG. 7.034 RECEIVED CITY OF TUKWIIA SEP 13 1990 PERMIT CENTER LIGHTING COL 8- 15 /A'- GENERAL NOTES i. ALL CONDUIT 10 BE 1/2" E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE 112 THWN /THHN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR C SHALL BE OBSERVED ON 600 VOLTS OR LESS: "A" PHASE (LEFT BUS IN PANEL) "B" PHASE (CENTER BUS IN PANEL "C" PHASE (RIGHT BUS I N PANEL NEUTRAL EQUIPMENT GROUND ISOLATED GROUND 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. FEEDERS TO PANELS ARE SHOWN ON SHEETS E2 AND E3. 6. DYMO LABEL ALL BOX, SWITCHES, IDENTIFICATION. 7. - ,%11. I NDI CAT METAL -CLAD CABL #12 GROUND. ELECTRICAL MASTER RECEPTACLE ETC., WITH ES FACTORY E WITH 112 GOING OF ALL CIRCU 208/120V var•r. r.rw BLACK RED ) BLUE WHITE GREEN GRN /YEL 8. SEE SHEET El FOR LIGHTING FIXTURE SCHEDULE. CONDUCTORS ITS 41. S, JUNCTION CIRCUIT BROWN ORANGE YELLOW GRAY GREEN GRN /YEL ASSEMBLED 1/2" CONDUCTORS PLUS 9. EXIT LIGHTS & SELF CONTAINED EMERGENCY EGRESS LIGHTING UNITS ARE CONNECTED TO UNSWITCHED CIRCUIT.EGRESS UNITS ARE MOUNTED ON WALLS APPROX.8'-O "AFF. CONSTRUCTION NOTES RECONNECT EXISTING LIGHT SWITCH. LOCATION AND RECONNECT. g>3.LI1911 OF REMODELING WORK REUSE EXISTING LIGHTS REMOVED FROM ROOM 140. SEE SHEET E11R BE&C ENGINEERS GATEWAY ''LAST R[Vrr LU W LC" w '74 w ca ca 77 - 717 ._1.__...._ .._._�.. _, :... SYM REVISION BY APPROVED DATE a � SYM -. . ,.........,_� � ra REVISION BY APPROVED DATE A FLOOR PLAN R E V I S I O Id �.0 �. �...,_.... � .........- ,..,......y.M........ ti -- F O A .......... G „t' .... _ i d 29.90 n.,......_. ....._............,.. a.. .......,. m. 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If.:= \ \ \\„--- ------"--- ,-. i . —''� EXISTING \ � � \ ! \ \ 0 \ - ROOb4 ■ \ `` S i O AGE \ - -- PRINTING 1 �' ` '— !� \ FLOOR PLAN SCALE 1/8 " =1'-0” VAX ROO1d \c i 17 -. �-- --- T - -- ur A11..2�R 13'..4" EXISTING STORAGE_ ROOM -7- " EXISTING PAINTED LI old -.a i OFF ICE: :iiI t\ A\ — A11.2IA2'_ S AD ROOM r sad. }aa .1:A1143. acw.,aii:.uii%_ n=t1V4111 -� f----------- �_Y�.�! / � / /D l' - FACILITIES DEPARTMENT .i,tP % N. E XISTING FIRE HOSE CAB' .E( - TO BE INSTALL I N ND/ LO AT ION PATCH WALL TO MATCH EXIST. COMUUNI CAT IONS RM (120(g; INSTALL LL PARTITION OPEN OFFICE AFTER EXITING LOU PARTITION ISJF (VED ----' K2 i ( 2 E7 AUBURN, WA. 98002 ❑ BEILEVUE, WA. 98008 ❑ EVERETT, WA. 98201 E:7 KENT, WA. 98031 E7 PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 II SEATTLE, WA. 98124 - ----4 (s , I I C P A B i L I T Y THIS DE SICIt ANO /fhR SPECIFICATION IS APPROVED APPROVED Ii • -.} x • »r 4 }� .✓ IIIII 1111111111IIII ! 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EXISTING WALLS k COLUMNS SCOMMCM KAWAIIKW 0 METAL FRAMED PARTITIONS, 1--HR RATING METAL FRAMED PARTITIONS, EXISTING METAL FRAMED PARTITIONS, NON - RATED DEMOUNTABLE PARTITIONS PARTITIONS TO BE REMOVED EXISTING STEEL PIPE COLUMN F a FIRE EXTINGUISHER HOOK MOUNTED 'CAJ PLAN NOTES_ 1 ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF DEMOUNTABLE PATITIONS UNLESS NOTED OTHERWISE 2 ALL DOORS ARE 6" FROM CORNER UNLESS NOTED OTHERWISE 3 VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO PROCEEDING WITH THE WORK 4 PRIOR TO INSTALLING FINISH FLOORING, INSPECT, PATCH & REPAIR ALL SURFACES TO FROVIDE A SMOOTH, FLAT SURFACE THROUGHOUT. 5 (DIM.) TO BE VERIFIED BY CONTRACTOR 6 ALL ROOF PENETRATIONS TO COORDINATE W/ OWNER'S REP. CONSTRUCTION NOTES REMOVE AND RELOCATE PROCESSOR TRENCH AS INDICATED ( 4/A414 ) NEW LOCATION FOR FIRE HOSE CABINET REMOVE CASEWORK AND RELOCATE I N PRINTING ROOM 128 REMOVE DOOR AND HARDWARE AND RELOCATE IN PRINTING ROOM 128 REMOVE DOOR AND TURN OVER T O THE OWNER REMOVE FENCE PARTITIONS AND GATE AND TURN OVER TO THE OWNER (1) REMOVE DOOR AND HARDWARE AND RELOCATE AT DOOR 121 FLOOR PLAN NORTH RECEIVED CITY OF TUKWILA DEC 7 1b90 PERMIT CENTER ENGINEERS ARCH I TECTURAL MASTER PHOTO-MARKERS-RAD BLDG. 7.034 COL 11-15/A-0 GATEWAY CITY OF ROTA DEC A990 DIVISION A11.2 JOB NO. 90034-090 7.034-All 2 CNE Ca ri A REFLECTED CEILING REVISIONS oc 6Z se i.Z 9 II Z GZ �iZ £Z III!! 111! 11111111111I ii !iiIIIIII!IIIII M.' �r. r. "r �. .k.` -•t -. NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the griginal document. 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C �\ \ REVISION \ esa N N N N N N r \\ \ N N N N • N N N i I4, REVISION N N N A Sr APPROVED _-----'' REFLECTED CEILING PLAN / 2 2 7 Y FACILITIES DEPARTMENT Cl 15) AUBURN, WA. 98002 O BELLEVUE, WA. 98008 O EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 O RENT ON, WA. 98055 L9 SEATTLE, WA. 98124 r At / / / / _ / ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED / 4 / / ( _..___._._ _�__._ - ` 1 r--- EXPOSED STRUCTURE L_ ■ mamma 9 GYPSUM BOARD PARTILIA LEGEND DRAFT STOP EXTENDED TO BOTTOM OF STRUCTURE. USE 4" X 20 GA STUDS Al 24 °0C W/ 5/8" GWR ON ONE SIDE. COORDINATE W /MECH DWG 1 M281 . usamaccessamom PARTITIONS EXTENDED ABOVE CEILING GRID GENERAL NOTES _. �)(1.) ACOUSTICAL TILE CEILINGS, LIGHT FIXTURES, DIFFUSERS ETC., ARE TO BE IN CONFORMANCE WITH THE UNIFORM BUI LDI NG CODE STANDARDS 47-18. CIT L _ K r C nlILA AC 7190 PERMIT CENTER BBC ENGINEERS REFLECTED CEILING PLAN -NORTH , ...e.amermormarsloperasrabre,.a...curracsownnirracemspw ARCH I TECTURAL MASTER PHOTO--KERa -AAD BLDG. 7.034 COL 11- 15/A -E9 R„ , „F LET E ' E I E a N._..ELL L .. .En LAY -IN SUSPENDED CEILING MECHANICAL DIFFUSERS & GRILLES SEE MECHANICAL DRAWINGS. ELECTRICAL RECESSED St/OR SURFACE MOUNTED LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS. ELECTRICAL SURFACE MOUNTED LIGHT FIXTURES BELOW FINISH CEILING. SEE ELECTRICAL DRAWINGS. WALL MOUNTED OR SUSPENDED EXIT SIGNS. �- SEE ELECTRICAL DRAWINGS. (0 SPEAKER PARTITIONS EXTENDED TO BOTTOM FACE OF CEILING GRID CITY OF MOO APP ED DEC 1 1 1990 oiVgON CA T EWAY 7.034 -A281 .. ........ ...- ..�.._.- �,+n:w ^ric.ev, rirec�v�.: s*. +.^nf�.7�.sV:�vkr�rr�'f>+fi.•; -. r ar-