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HomeMy WebLinkAboutPermit 6021 - McCaw Cellular - Tenant Improvementig-uw C• � P)t-(901 APPROVED FOR / BUILDING /J, l . BUILDING ISSUANCE BY: L � 7/1 ._ OFFICIAL DATE: /� � � / / / % 1 � I hereby certify that 1 have read and exam d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether 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 or work. I am authorized to sign for and obtain this building permit. SIGNATUR&7 -C DATE: e i_ - / �' ` 7 PRINT NAME: kS"l 72/ t • 1,4/7-61z.._ COMPANY: - Z• G . em0,+- •4- 11,-J6-71 CurZ P PROPERTY OWNER Robert H. Schofield PHONE 462 -0406 ADDRESS 4212 Hunts Point Road_ Bellevue, WA ZIP 98004 CONTRACTOR J.E. Cumming Corp. PHONE 881 -5826 ADDRESS 14662 N.E. 95th, Redmond, WA ZIP 98052 WA. ST. CONTRACTOR'S LICENSE # JECOMC*148JH EXP DATE 4 - - ARCHITECT Kholer /Associates PHONE 453 -5995 ADDRESS 138 112th Avenue N.E. Suite 301. Bellevue. WA ZIP 98004 TYPE OF CONSTRUCTION: � - UBC EDITION (year) SETBACKS: N - S - E - W - FIRE PROTECTION: QSprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? Yes ®N o (through public works) ZONING: C - BAR /LAND USE CONDITIONSDYes CX7 No 228.00 BUILDING SURCHARGE 4.50 CONDITIONS (other than those noted on or attached to permit/plans): OTHER: TOTAL - 582.50 DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE 350.00 l(003 5586 -- )L90 1 -1-1(9 - 90 4 - 1 to c in 2 -06 -90 PLAN CHECK FEE 228.00 BUILDING SURCHARGE 4.50 ENERGY SURCHARGE OTHER: TOTAL - 582.50 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: H- Ik 90 BUILDIN' PERMIT (POST WITH INSPE(.; i ON CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES PLAN CH PROJECT INFORMATION • •T• • SI •''A S DESCRIBE WORK TO BE DONE: CERTIFICATE OF OCCUPANCY NO. 16901 Southcenter y SUI # VALU Build new office walls and upgrade interior surfaces. N.$ 40,000.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT # McCaw Cellular 262304 - 9011 TYPE OF Li New Building Addition (] Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: O Rack Storage O Reroof O Remodel (residential) 0 Other: CODE COMPLIANCE FL1X 4 SQUARE FEET TOTAL SQUARE FEET OCC. LOAD SQUARE FEET occ. LOAD SQUARE FEET oCC,. LOAD OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET 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. DATE ISSUED: PERMIT NO. CONTACTED C_--Q\ 1 v 1 ,. SITE ADDRESS DATE READY DATE NOTIFIED SUITE NO. BY: L i" 1 Q - 90 (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION (i it ) PROJECT NAME `gym LC OUJ C_--Q\ 1 v 1 ,. SITE ADDRESS 1 toa01 "f5ouhrfpntr R SUITE NO. PLAN CHECK NUMBER ( 10 -- 04 BUILDING PERMIT APPLICATION TRACKING 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) DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. REVIEW COMPLETED SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET occ. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes 21 BUILDING - initial review �0 qt, ( FIRE 3.0. °la O PLANNING O PUBLIC WORKS O OTHER 121 BUILDING - 11 - ` � , final review 1 1 6- Zvi -90 (ROUTED) INIT T ci) INIT: INIT: INIT: IREi ENT 1 COMMENTS CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: (SprinkTers Detectors P N/A FIRE DEPT. LETTER DATED: a - INSPECTOR: 572 ZONING: (s - p,1 IBAR/LAND USE CONDITIONS? fYes No REFERENCE FILE NOS.: PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: UBC EDITION (year): %At 4t4,44-Ziezet I Rs8 SITE ADDRESS 5 )chc.en1 SUITE # VALUE OF CONSTRUCTION - $ PROJECT NAME/TENANT (17! I.! r,,,Li; ?-. ASSESSOR ACCOUNT # z-(<., 5 G 'G/ / C' /( TYPE OF O New Building Li Addition L1 Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage 0 Reroof O Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: l__ / Ii • r,. iiii s 0 - .26, ,bE j ,J7te , or_. s.,e. ffA c S BUILDING USE (office, wareho se, etc.) ( —. i i r i / /,/sL7'./ NATURE OF BUSINESS: J /4.L -, or (6 ,,CA r` pti- �( /1 o x i . A -1 / 0A/ WILL THERE BE A CHANGE IN USE? Li No (A,Yes IF YES, EXPLAIN: r ? tick 57o r6 7-o /1/66741 a GLvLAI2 SQUARE FOOTAGE - Building: Tenant Space: - c c(s Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ,( No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER - .. }'.,nf'� r. 7 /� , f, /loG fi f'/Q PHONE LI ( 0(.1 cA ADDRESS L-1 ' 11u 11� Poi n}- ici , ae 114 s u,j{\ ZIP s,�„ y j, CONTRACTOR '-< 1 . / 2•, PHONE (- S 3? Co ADDRESS 1 (-1 ( 6 ,.- ?'W �fn'7. i ,� :� &byvActJD ZIP ,a0 Z WA. ST. CONTRACTOR'S LICENSE # 3 ( ,., rv , c . - ) i _fes I EXP. DATE 4// /90 ARCHITECT V /( (nf ._ f i I .., 0 if f c •• PHONE eis 3- 5•9cs ADDRESS / 'l,rr=, )1. AA f . r z../i /t -- ;a / 'PLC , ZIP /� 00 k __I I HEREBY CERT1FY7HA;T I W AVE READ ANN: Tf UE.AND CORRECT, .AND AUTHOR E XAMINED THIS APPLICATION: AND KNOW TTHE SAME T BE ZE APR Y,FOR THIS :PERM .:.:: D TO BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE , / /� /J DATE _ �/ / e � / f , �� PRINT NAME ( / f _' � -( �F� l , (,�l 1,0 P HONE �'C� / - 5��'� LC, ADDRESS / A be: . C- CITY /ZIP Re-bvLC�/JI 'ipyZ CONTACT PERSON /7e-( t,_.I,,,. • fir& PHONE ¢ - 5 "ES c CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 APPLICATION MUST BE FILLED OUT COMPLETELY BUILDIIJ3 PERMIT APPLICATION FEES (for staff use only) DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: AMOUNT RCPT # 350.on DATE TOTAL - 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 nommunity nevrelopmAnt prior to application submittal. Contact the Permit Coordinator at 133 - 1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES - l� 03/30/89 COMMERCIAL NEWCONIMERCIAL BUILDI14011/ADDITIONS . . :E.Completed building perrnitepplicatiOn•:(one.for each sure fl •:. • • • ... Alsessor. Account Number.:: , • • . • . . • ••..: .• . • .•.:•:. • • • Two sets (2) of the tolIowng • • • ••••••• Specifications •.: • ::: • . :„.•••.• • . . • " . . Structural calculations stamped by a Washington State liorinsed . engineer . • . •• . Soils repoe stamped by a Washington State licensed engineer : Topographical survey. , : . • • : :::••• Ej Energy calculations stsniPed by a WrishirtgionStite licensed • : englrieer or architect • ... 1 t.r)gal description • . • . .'" •:•• . Wolicing drawings, stamped by a Washington State licensed. artfillect, which indude: ••• :•: . • • ••• :•:. • • 4, Site plan : • .: • • • : •RACK STORAGE • :„.: : • .: :...... „ Completed building permit application • : :•• „:„,..., Assessor AcoOtint Twa (2) : . • :•:: . . . . ..„...... sets Of • ... . . . . . . . .„ .4 Entire:40On. Wher.e reckti::W.i.1.1 • Exit doors Tenant space ficior'plan::000yring:leck:iltOregeley ::::NOTE:l4nclude•dintenelent OtACkellieitikt,:" • • ....... ..„.... • ••••,: • • •••::: • • • • '..SirtrOttaral Calculations stamped by (rack:storage 8 and : • RESIDENTIAL NEW . . !i0913!,,kFiktait.y..pwg ... c9mploodbthidno application (One fOr 00 • -..'• • . . .. . .. .. . " ::•••••• ".• •••• •••.' • : . . . Assessor Account Number ...„„ • ... Two Sett (2)of worWng drawings, which Includ� • • • .,.• Site plan • .•.. ••:. ." • • : • Foundation plan elevations .(all views :•:: cross-section • Structural framing plans.... ,• ... • • .• ashingtoo Stale Energy Code data ":•:•••••• • • :•":' • . . '.Corepleiled utility penult apPlication,1"1:::::::::%:: • 81* ... ., „ • •• (6) sets plans showing utdlbes NOTE.; Eluakiktg site plan and utility site plan maybea ••.... and checklist for specific . otOrnittalregolrements.: AdWOn& lopotirephical and soils infoMmtion • Sit •Condllione.": • • „ ,:. • • • •: •••:." .......... ............. . • .. .. ... . ...••••......•.:•• ,...... •.. .• .:.•• ••• ••••• • • •••• •• •• •••••••••••• •••••••••• Legal dirsi:ription SLI3MITTAL CHECKIJST ...•', .., • ••• •,.-, . ' ... ' . ' . ,,,,,,;:,,,,,,,........,..,• ,,,,,.•••,•.•.,•....,. • ,,,•• •,' , ,,, ' , : ..,. . ,, COM M E Rg A ‘ I ENANT.:: . IP.AFR P . V . .. ... .:: . • „ . .: .: .. . . „. .. . ... .. . ,. :.... .: .. ...Co7p 1icat17n O r .., e :.. ac .., hs ... :r1:::re ....:, 7 .:..:. : .::::,. ... ,,, ........tepint).:.::,:::::::....:,.:::::::::.;i. ,,i,:....:...„:::::.,::::::..,•„:„„::„.,.,.., ......:........ ,::„............. ... .... i;ki..:....!.i....,!41rIr,`_::•..::'....•::•,.:•' •I'•:!•••••' :!: .•':.' v• • :•• , : , •'..!! : .• .1 ' . .." . ... -. .........•:. •:••••.: . . • • : Two:(2)setSCiOon,.....Itruo,...,..!on Is.....^.„ s.....:':...'''4........1!:1,:•.:.!7,........0i......!:::,..!,..:,:::::::,:::,.::::-...:,..::,1....:::::',1::::::',.:.,.i.i.:1...::::11::".1,:l'::.,:..;,:.:!..,:,:::::,::...::.:.i.::::::",.......::::.-....i.,1 fl Site plan::::. ,:........ . . , • . .. ••.:•••••......::•::::::....:::::::::::::::::::•":•;:::::':::::::::::;:::•::. •.....":..: 0 . ti g n ori:ef . tailalit . 9 .. :::•:••:•................ .....•'—''""..:••••••............;:•‘• ‘ . ...... - and proposed:perking ,...: .. . .. ............ ....., E . Overall building ••plen ., ..,,,...,.•.., ....... .... . .. . • • •-• ''..Tenent.locadon,::::::: U e. of adjacent wally tenant :':".•:•:••••••...,::::,:.....:,,,, :,.,...,:., ......... .... ..' .Over all dimensions of building or square f ‘: E Floor plan oi . proposed tenant space ,... „.., .. . labelled ,,,.: :n. o h .;: cto a an n0:00 i"h,01.,..60 ..._:: .., ..:::::::::::::::: • . a • laticAnsstarnpedb"l work is to 4 ..: requ .. _ eng Washirigton.Statelicens > . ...... If Workil ata be dOnei se, i :... ,'• a fret?' ..• end lf anyini plans,,,..,,,, : . : ..,„... bit° separate ' Itit ttY P- • • • •'•• . • ."."' • . ....... (Onefotpa;b:: ..E..„ •:•'••••••.." . •:::: .. *".. "::.•••••• • ••• • • •.• • .."; ••"•:•:. •-"•" Narrative describing existing roof, materiel being n3moved, and• inaterild being installect••:: • . .• :,:;.•:• •' •• :: • , : • • .• • NOTE:. A certification letter is required prior final Inspection onesign- . offal the Perrtilt...:. • • • • ••• •••••, • • : • ••:,•• • • • •••:.• .,, • ,• • • : ANTENNA/SATELl.fiE Completed bullding permit applicatlon •••• ....• : Assessor Account Number '• ••••••• • • °.• 1 RE SIDENTI AL ...!.:7....-. `,7,...,..,.. ...,. :: • ... :•1',.it aPi! ,..: ...... , . .. .. . : . . .. . struc .....••••• DEL.eucal.7..ti...9f1.........,...:il.....,.....,:for eep...,,,....,,........:,•• • .. ,:.::::.".•:. ),......:..,..:::::::".. .. 7......,: ....::,•::::.:::1;. i ! bij i l di!.'... I R :i . : .... ! ... • .•.'-',., .. , ., . , . , n.. 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'.,,APTE'ioiri0 •,:••.ofto.f.: 0 .., • .....,..A. . . . . : _. ...:,:„......,:-:.„•:,;.......... . ,., . . , N — ha.: "iig::.in.::::;reauji•e::::::•:. ... -4 .' !;;,,::::::•:.::::.:„:1':::::::...... ' .' .ter10'..7.77,:.i..••••••:•':'.....' • . ''.....ii.,.•.• - . • Fr rnr T !7). r tr.i tit- ti i:•A ; DA I.: t.J/t/ T 7 .; • 14. . ) • • * I i 1J I hm t NOTE: it volt did not teralvs all ot tIi t■ prtgot or it rola Itavn a q d ur , 11.000:), • TO: F I • t.,1; • ; • /1/1) /7 / 12 •, , , , 1;• • . . . T171 1 . 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RE: P24</ / eez- -e - 7 DESCRIPTION C - 25 cT t7U,( (' C 4 MX 'i/ JUN 27 1990 DATE _ cD,</0 JOO NO» / ATTE A'O �f/�Jy -L`J JA/ Q / �O RE: P24</ / eez- -e - 7 cd n JUN 27 1990 KOHLER ASSOCIATES ARCHITECTS & PLANNERS' PS 1380 112th Avenue NE Suite 301 BELLEVUE, WASHINGTON 98004 (206) 453 -5995 Fax (206) 646-4319 TO PEP/ of Co/ car" o vekik4 6e629 5,4)?e,e-atX ,emu. 4eP 7Z'A , wQ 98/eo WE ARE SENDING YOU ,eAttached ❑ Under separate cover via ❑ Shop drawings ,Prints ❑ Copy of letter ❑ Change order ❑ Plans THESE ARE TRANSMITTED as checked below: 2 For approval ❑ Approved as submitted ❑ Resubmit copies for approval 'For your use ❑ Approved as noted ❑ Submit copies for distribution ,'As requested ❑ Returned for corrections ❑ Return corrected prints ,LFor review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS // /be) h1/ 4il( Q r 5R0 p .41)T ,3 /T)yTZ TA COPY TO ma lj 4 L E I T T S E OF 4QQKERIDTEQD 11 .-. rani .. nnbd indl, n. at nnr. SIGNED: tifell6fIcaiiiei4te'rnki PLANNING DEPT. ❑ Samples ❑ SVOTIVE5F6Tis D AMATO CONVERSANO INC. / Consulting Engineers STRUCTURAL CALCULATIONS for McCaw Cellular Communications Tenant Improvements for Southcenter Retail Store D'Amato Conversano, Inc. Structural Consulting Engineers MEM JUN 27 1990 CI Y OF 'i UKW LA PLANNING DEPT, 610 Market Street, Suite 200 Kirkland, Washington 98033 (206) 827 -2238 FAX No. (206) 827.8986 DCI D'4MATO CONVERSANO INC. Consulting Engineers Project / CeA(u,l ati O Gov' Project No 9 By Sheet No.'. 11 - 11.-qv ,.WYYtb Ida (: ( -0" Dc/ vin ✓WW1' [4 & ) 10 ~ 60' 1,fri/ 11-y, = x S' lob ,4. 74 . ( Deei:06n Scr -ews /1/0- -1 arc (a (o'a.A atoll (9- eb414.4 LiNvi (aLD vroitimml rYisYYt / I h ry stwl, C Area ') o v2-- 2834' ,c� 6 p 1 ) 9 )90 std = t"?- 0 -1 CAArz- DLL 145-o# - (&- ail v 4 UE ereA*RM-. (t) (Jo. to.,(Lp Sc re)' W D Zfl 13092 VIACti 1,Q. a os 1 Z- u = 7 - O > ltro s T�� haz 4evo b ee,0 6c4 -ie nt c{ -I-o -fine. SiAspe c e, Geti�%v1 l5 t,i ;b►zc.ee,c1 a- atks -1 s s A , � oL DCI Project No. By Sheet No. 2' /ate Date Project D AMA7D CONVERSANO INC. Subject Consulting Engineers (911 l/ n 72R Buda w/ lI (1-g PS-xti')4. q -' X /icLP4 p� 2, $x 2 , x I t = /12,�- ,q- PL-P 258 P�F Ch26/ . ( Vle21p41, +19 Cav11 T _ use Cam) 1)704--)e loo v ./-E- ' a- cc.a Oo " 12 -yacw = 1" pu 81,0 11-) IJo, to —a4 V.%1 •b g")-- = I > (3 a •. • ok 0)01- Intl Ceti tia ' - h.611 64. fr a,ot. A Wx try J'? c t.' , U1 w k,v1 o I0ow44, %a c t a-c.. Q d (?w ncj & V L 4 a, l ozcai vvLc-S OntA,PG, t\-vtAlk Gam`( W d 44 / 11.0 \91TAXA VVVieZt 'e)Jein 0.1g 11 t b acs �4 aho act , 1 n 1 1 1 n I I I I I~`1 f 1 1 1.._1 Li � ... 1 i l l I 1 1 1 11 I l l 1 1 1 1 DCI:. D AMA7O CONVERSANO INC. Consulting Engineers Project Subject rvic,cei,v J Tel: p 1i 61'1e So Project No. DO`I9 By Sheet No. Dote busty Loc s 66 ba - ,$ psi 20 09& y Ae ta'I Stu.d4 Lrrr C Set e ) S-rt t&+ t "2r 4" T G- e v-en, 2L9 T, L 3 z °� C�- ,c�1'b� x 4- pk.P-) 0-61,(4.-ctext (_64cIt,tct, --cA6) ►v iA-c) h'\ C Pal e oe / vv1sU lk sin C11)(0. ce:aAst syc+e.2.-y) (S.4 pUE 5, c `7 t r itA, 4 ez ps--, •2. ps f , IIS Psi, l , o ps,-. 1.. . I,o 9,4- psi, -cv, lly S OR -Alt b raze S v LtiYlcLtr (cLQ. o - 'L( vU D vT , U tAm-li cc rL/AA, ) P i t o vv , u4;tk) l.aurt - 3 c /1/19 1 C.c. . To -( Up n`L' 1 °c- ed_r, veUo I o c.ILe„1 l ct gE (J6 b c r'- a -s— L r, e (, ad► Go-v_6( i s Srepzi o- - c9-v _ x o IT a v - e a, „ , 20 f. S 1 (r.E u �,- . s .1 14.c r s,E . re 6I cte eLd 1 -5 ps4- , r i ? 4 1 - 5 1 . u ^ - e o! S Ar9 v J Lo r,Lek DCI D'A MATO �. CONVERSANO INC. Consulting Engineers Project Subject T &e 0/K Project No. cloog9 By Sheet No. Date 6 (?eui - fin c S tA, De ct imAtz'AAI ett p L TJ' L1 S a Sz lAn- Art a`n I ,�� �t t I c � ) t he %r-s f� v�1 S' --� sip o 6h du cep Yoo-r d,69-4 Loud Cr c2- e)r ce, ct ; O c { s ki o F d,wv , c � Sleet) o.e.t f L A -e = 31,s P"- 3q,S PS�x pq_ (x,(0 -7 2(4' Ca fac N V INoro -cl Str u-d c�( a■S , 5 N F 0-fh-forn C1,*A Q of +0 m G Vu0-10 o4 No+� ra,nn -e vi evt2D r e, S GL c` GI , u�'�a -evt � . Ina el Gra, -1- - l e S s w Strrea d av eA, S fi Lo I�g 2,C S', 5,0 bccutAk, ©� cl W -Ira t& (60-e- 5 t-L " d Ch.-0 SS - Q Suc . ae_cl G( , C2-racbo. t a.ire, ct.ct GUS() kQLj W/ C ' C. et. f a d.(/Lp v t A i I - 4cyf -e SA uc, Q— lS cad ec t6 s t T� DEPTH 14:a? 16 rK ■C =18�. "":.". 20 '�1i :.�1t1.• 22 Ji6L -,•;,..-',...,:;. ..r „a; .4 :r..W=... :04.4 ,S�a.r. -1 ., ...,,:..:,r.. -- + r.:43 uwr o.4....,., r i.... ::- F,:., w7...v w,.: = 26` ..�,_ 5. 2 srarr..1•30 to 322 xrw36 m;,n1r. 8 1,21 :, .SPAN ';F.L? SL.. - FL ^5L11:, Fit,: SL ' FL''.SL ;1-'.FL' S1:*..FL`,:.St - kFL : SL7r,; .SL,14,'EL SL, = : 'S SL. :EI: SL, PL'`t, ^, SLIt P - i FL:;: SL`. !%,;<; 14' r.16. 323 323 260 260 354 354 297 297 354 354 330 330 354 354 337 337 344 344 337 337 344 344 329 329 344 344 329 329 ' "F C;;�;SC� = ;FLZ�:..SL� i .F ti611.; F•71 -1 , 17: 288 288 246 246 329: 329 285 285 � 335 335 298 298 114 r16: 47.14•;-:•■.o• co 0 C4 0.1 217 217 l 49149' 247 247 :202'20 y `171;1171! 276276 -r2267226: ..192:19a:;.•,213 304 304 '250.'250 < 2.13". 323 323 275 275 4.23323,1„ 323 323 298 298 253 253 329 329 311 311 272 272 335 335 319 319 290 290 334 334 316 316 299 299 329 329 316 316 299 299 311 311 310 310 299 299 304 304 304 304 294 294 298 298 289 289 283 283 285 285 284 284 283 283 =18 : ; 20' :22-r `24Y 26,,. ,'2a;' 121.127• 96,106 • 77 ?: 96 ' - 145 145 ;.123.123 • 103 107 163 163 . 140 140 122 122 . 181 181 '156.156 ' 136 136 .199 199 :171 :171; ' 151 151 . 216 216 '.:187 187?. '163 163 233,233] 249 249 '201 2011215 215_ 176 176 • 189 189 266 266 230 230 202 202 274 274 244 244 214 214 274 274 253 253 224 224 274 274 252 252 235 235 273 273 252 252 235 235 257 257 252 252 235 235 V- • wct CO CO CV DJ CV 0 r, :'r _ • . 06(106.);y119:t1 901.94, :: 75.88, ", ;1051.105' ,;92�. 92. '131 131 ;,116'.116`Y . Z 2; ! 431 129:129 - ..,j.- 2,1`12..122 .15511 gi66 x,1 • .';1;147147, w•131:_131-• • q ,158:,'158,^ 148.:148 -_,' 189 w167;167' 157 157- 200 200 1 8 •- •167•:167.. 207 207 • 186 186 168 168 216 216 191 191. 169 169.. 219 219 200 200 180 180 CsJ `436; , ;40 ; 56 , . 75 7 47 _;; 62 39 ' °' 52 ' 75 0 . +, ; 63 c60; 53 • 70 64 ,•..76 : 54! 65 46; 62.' 80: 82-r. 681:77. 58: 68 • . • 96. 96.- 83::_.86; 71(.74;' :100 100.: '.i..91••.91'.-:4 .. 84 84 :: •.112 1 98.''8 ": 93 .93 119 119:..130 . 106 106. '" 96 96" 130 ''.119 119 111'111' ;138 138 1 121 121" -114 114: : 141 141. .129 129 '117 117 ':156 156. . 134 134 .' 124 124 158 158 139 139 '•127 127 157 157 147 147 139 139 6•! C • .{ 46 144Cr '131. 131,' 1.38; ••4 0. 42T 33 45 29 38 25 33 45 60 38 51 33 44 • = -::::.-:.•• ::'... 7408.; 65 }�71;, 571;6 '•' : l81's:•;81 ; •;88,:88;:1 ; 74 �; ;74 ' i jt.80 80. 65.'•';65:; ' x;101 :,•10.1 ''105:10 x ‘.;107M07.-.:112.1. } 88:5:88 {: A 90. 90:i. ;;;.:104:404; 7 - • 74 . x .80 0- = •86:�.86:7.J592;c92 01 04;:104•; 18'_118- X105 7.105, re 99w99.E;705;:.05.• 1241124 -: .116 1,10 I t•.7.•■••+. N .r to VI •CC .Cr f48 x50. ::52+ 45'44. .. •f r 56. 5: n(1' IC •641 _ -' ' ;.:,.•,., .. _ :•.,.-...,,.. `; : ... : "r 1: ..x'. 4; z L "f: ;_.. ... I. !;'. • • : • ; i 1 1 •.;I: Or. ' 50 ..55: 59..60: ...• 64 64; . 59 59'- x:54` 54; . l 49 5 y0. r 44 rti. _ ..... ,.... •: :69; 69 : ;•.:.-74,.. 74 .,. 79•;.79 '-!x•63;•.63; = ''68:••68.._°.76'. :76.'!•76'.'76 7. `62- 62' 67 +'67:7 _ 54 ' ' 'y .5 , F p 7.623 6 ,,�� • 55 7x i 50 ,'S0i` 1'. 54195 '1(,.56 562 f• f- 44-�,� . ?I . 46 , 1 . x 50":5047,E5 c „52K.,1r.56056,ii 41 : •..46. 47 , 49 .. • 49:,:49 34 7. 39 '..41`' 11 44 .} 45 • ` .; 83 83.. 71:.1 "7.1" 65 4? 6 - .'i H. k 6 , .63, .:52...52: , ; 46 ' •, 93 :93 ;;_80.;.80 %Z<74':74 : - 69X6W. 'd�' 65,• 65 y . " 6L-ci6 ;s,fi3 ; ..57 57;: =' 50 ' 50: 951,95 ;.' 90.y90 7. 78'''78 ' . x'+ .67 ' a 4.: ='.: 2" '' 67` ii 63:1 60 52 itv”ittr ri �C'4 •O• LO CO 0 CV •Ct 1.0 LO 1.41 IA CO CD CD :1'4 • 1 01•'"101x .40741107%t,114:4',1141 �: 92 92, ?':85'.65• ''; ` r b trIfi.t'a ID LO 1".1 ..4-11e1r.L :x120:'' 126i x110 M110" •.10110 - ii ... : -. ..... - ... ri. ._ - - _. ._.._ - _ ... 25 34 31 - - - 35 40; • 32 • P 40.1:4' ' 0° k� 34 P;37.4 44' � 2••:. 38 On ' '47.%4 7- r# 1 •5. 5 � r ,, ' X41 x2:4'ig 49. _ 49:' -.t a . . � ' 6=` Yk''.43}`,rA3':..,70 7:66 . 68 ° ; 78 ;!...;.78 '�67: : DEPTH; 14-n, r'rn..16.rracA ,.18r ; :20.•; c=.:.ry42Z1.. ;.: : # 261.1w:-, :'.'28 >=• 30A«s.__:•;:.32_,..`4`'3• ' -.36-. "'.' ' C" h 1': -.3E.- 1 ..:= LAP, -•SLIT:. , X40.._ :,F14- : ' i . SPAN �.. �Fl "`'Sri ,�, , ,F'L�7.14:: , a.. S LFL ,SLL ;Pl: - SL; .;. :i FL".SL ;',.FL': .F' �� St+: = :FL SL= a• .• FL= SL ._._ ' FI::•"" ;� ..-�•SL '• "F C;;�;SC� = ;FLZ�:..SL� i .F ti611.; F•71 -1 , 17: 288 288 246 246 329: 329 285 285 � 335 335 298 298 342 342 304 304 349 349 310 310 356 356 316 316 363 363 322 322 364 364 323 323 364 364 323 323 364 364 323 323 364 364 323 323 364 364 323 323 364 364 323 323 339 339 301 301 gto=co .ts4 04(4 6.c4 y "199 `,;,'165p;16 • 132 l'7138 x231- 23'h =19 79.11.217r, ;760160 }: 263 263 274 '274 244 244 279 279 254': 254 227 ' 227 285' 285 259 259 237 237 290 290 264 264 242 242 291 291 265 265 243 243 291. 291 265 265 243 243 291 291 265 265 243 243 291 291 265 265 243•'.243 291 291 265 265 243 243 291 .291 265 .. 243 243 271 .271 246:.246 226 226 • 8trisii4 c. tcJ 2.17;= 183 { 183 ;205;' 2051 ';261 128 -30 104 i 83 102:. 68 1;:89 ' ,:.,137& 112 1;118: 91 `103 056 ;,,134 "���,134;, :-117'4'11i': •175:075 _151;,151.. 131 !. 131' 1941.194. :167•;;.167. • 145' 145' 212 212 223 223 199 199 174 174 224 224 208 208 188 188 224 224 208 208 194 194 224 224 208 208 194 194 224 224 208 208 194 194 224 224 208 208 194 194 224 224 208 208 194 194 208 "208 194 194 181 181 N IN-: el ; • - •; :183.'.183• ' 160 `"160. 56 , . 75 7 47 _;; 62 39 ' °' 52 ' 75 0 . +, ; 63 c60; 53 • 70 97 k10 l r' 81 V.9.] 68 081'4. 5 ',1,15 �. Ali 102 P102, 86 ;.:.9.T 2;126;4128; �» . ,.. -.• it 35 t7 ';10.1`<` t .141, .. 4124:.,124% 11 11 L 153 1 15 I 135 121.1 1 1 165 165 178_- 178 157. 157 1 4 - 's40, 182 • • ,182 168 :: 168 150 • '150 182 -182 171'< 160 160 •182. 182 171,. 171 162 ' 162 182 : .182 '171 t 171 162 . 162 169 ..:.169 159 '; 159 151 7. 151 .;-321 34y 'c3 6 %' .{ 46 144Cr '131. 131,' 1.38; ••4 0. 42T 33 45 29 38 25 33 45 60 38 51 33 44 58 :73' 50 1':;66, 43 57 73 '11.82 63 1, I.74. 54 +' 67' 90 91 77 � 82, 66 `.74 .99 ;:; 99. ; ,9b !.90 80 'Y 108 . -108 :,98 •" 89F 89' 117 - 117 106: 106' ' 96 f 96 126:;:126 ...135:. 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' 80 " :.98. ;;,, 98 : 91 91 • ''84`=' ;:50 -;:Si', " 54•', 47 42 _561- , 58 ,60. • •- °' ?` :: " : 28 37 . 25 ... 34 -34 45 . 30 40 27 37 40 r•:50 .36 X46,= 32 43`. • 47 54 42 R50 38 r47 54 x„58: • 49 -k.54 44 TO 62 ;62136664466 : 56 ii58; • 50 P541' ; 62 62::.6S 57 tki'•58' ::;•81.''.X. F70 70, 65• 74 :,7Ar 7+ 69 ii 69_ i'657N5k• 8:: ;78. %j+73isi".73, '66 "s�68"60'• 756. • =58` Parallel Chord Open Web Series_1__ TJL TM Series TJLX" Series ■N Load Tables / Snow 115 %) Allowable Uniform Load.(PLF) Roof (115 %) Roof (115 %) FL = Flat roof less than Vein 12" slope. SL = Sloped roof greater than %" in 12" slope. Notes: 1. Straight line interpolations may be made between depths and spans. 2. The load tables are limited to simple span uniform load. The tables may also be used tor bottom chord bearing trusses (maximum bottom chord slope of 1 "/12 ") with or without cantilevers - at one or both ends. The cantilevers are limited to 'A of the main span provided the inboard shear for can- tilevered conditions is limited to 2,500 lbs. Call your local Trus Joist representative for other conditions, 3. Values in gray shaded area may be increased 70 /0 (4 /o when MICRO =LAM Ibr. chords are used in the TJLX series) for repetitive member usage if the criteria on page 9.2 is met. 6.17 JUN U'0 1968 SOUTH CENTER NU. T IL2B PREL1 iNAGY If ENTEF RETAIL EjUZLDTNG TU1 :W T LL.A , WASH I NGTON ENGINEERS NORTHWEST, INC. • NOB NO.= 4 -88 -999 NAME =SOUTH CENTER RETAIL BLDG. DESIGNER =DOUG HO. REED= t TYPE =RJ2 FR1, JIJH 3" :' PRE= 1 CAT= 2 WATCH= 0 SERIES= 3 PROFILE= I BRS.= I BLDG. CODE= 1 LUMBER= 1 ROWS BROS= 2 NO. WEBS -1 STRES5.1.15 CA =1 MOD =0 -0 -1-0-0 TL= 4,0000 BL= 0.0000 SPAN= 34FT,- 4.6250IU. TR= 4.0000 BR= 0.0000 TL PTE= 4.0000 HALF PAN= 15.8702 BTM SLOPE= 0.0000 DLE= 0,0000 DCL= 26.0000 DRE= 0.0000 DIST L= 0.0000 DIST R. 0.0000 BEARING PINS t 9 DIST. TL= 1 ;0.5000 0 ;0.0000 BL= 0 ;0.0000 0 ;0.0000 TR= 1420,5000 000.0000 BR= 030.0000 030,0000 TOP PANELS IND. 3 LEN6711) =13331,7404 BTK PANELS (NO. 3 LEN61H)= 12331,7404 OC = 32.0000' PSF TOPn 35.00000•PSF BIM= 5.00000.PSF LIVE= 25.00000 • SPAN= 412.6250 BE 0.0002 ANG TOP AND BTM= 0.0000 C. 16.01 P= 3.81 W. 13,83 K. 2,43 L= 7.17 T. 43,24 MF= 1.03 LF= 0.20 PF= 1 24 CF =2,1b Tx 36 6= 3b 5 =17 L =10 • .109 NO. 4 -89 -•999 JOB NAME SOUTH CENTER RETAIL BLDG, MFG. PLANT WEB JOIST NORTHWEST CORP. 1630 BISHOP ROAD CHEHALIS, WASH. 98532 7.+1_ '1l t1Y��11•tCtra 1vl..K t7wt5 1 ��:: eb - _.._ c: W� E3 - r'l.�� L CI CID S LJ L}F : I-". ll. FIOK t o. TXN,, 074 971:)4 i PARALLEL TYPE RJ2 WJ24 1 O.C. SPACING = 32.00 IN, 46°".- t "HORIZONTAL SPAN 1 34 FT. ' 4.63 IN. t TOP CHORD LD. __ 35.00 PSF. 1 DEPTH = 26.00 t BTM CHORD LD. s; '5.00 P8F' t TOP TO TOP BEARING CONDITIONS t TOTAL LOAD n 106767 P.LF 1 115% ROOF - OLD6, CODE = I,C,B.O, 1 - 1 t 101.3bl CONTROL 2 S WEB 2 3 BTM, CHORD SLOPED 0.0000 1N. /FT. 1 102.17% CONTROL 4 3 PANEL 8 TOP 1MA) DISTU N.) OF PINS OFF BRO. SURFACE* ALLOWABLE LOAD. 40.5PSF= 108.IPLF 1 LEFT =1.24 R16HT =1.24 1 T,1, DEFL. = 1.12 =L/ 368 t 1 READ 1 35.0 FT M. 35.0 LIN. FT.(.CAKBER + 0.77 IN. >: L/ 535 .. -. REACTIONS LEFT = 1864.8 LB, RIGHT = 1064.8 LB. 8 -1195 L -3262 L -4889 S -6171 S -7082 5 -7629 S -7812 S -7630 S -7082 S -6171 5 -4889 L -3263 1 -21511 -16151 -13341 -982\ -6511 -3151 .... 211 3561 6931 10241 13771 1652 1 / 1/1 / 1/ 1 t/ \ / 1 / 1/ 14/ 1 / 1 / 1 / 21981 1652/ 1377/ 1024/ 693/ 356/ 21/ -315/ : -651/ -982/ -1334/ -1615/ L 2364 L 4140 $ 5614 S 6705 S 7435 S 7800 S 7900 5 7435 5 6704 5 5614 S 4140 L 2364 L -1195 B / 1 2198 1 / . L• Y •• 4 -88 -999 PARALLEL TYPE RJ2 WJ24 DEPTH = 26.00 BEARING LOCATIONS ANGLE TOP LEFT AI 1 1- 0) TOP CHORD 1 REQ'D 1 -2x4 MSR 2100f-1.8E CHORD LENGTH = 35 FT. 0.63 1N, LOP LEFT END = 4.00 PIN TO PIN = 34 FT, 4.63 IN. TOP PANELS 13; 31.7404 • 2 ROWS OF BRIDGING AT PINS 5 -9. BTM HORIZ, BR6, TO BR6. MAIN SPAN = 34•FT. 4.63 IN. NHS S= 0,375" L =0.625' DRILL PATTERN TOP = 3L- 85- 3L DRILL PATTERk 9711 = 2L- 95- 21. CAMBER = 0.77 IN. CAMBER PLATE = 0.028 IN. BTM,PAWELS 122 31.7404 BTM LEFT END = 15.B7 PIN TO PIN = 31 FT. 8.88 IN. • BTM RIGHT END • 15.87 ATM CHORD 1 REQ'D 1 -2x4 MSR 2400f -2,0E CHORD LENGTH = 34 FT. 4.63 Ik. ' VC= 0- 4.0 2 -11.7 5- 7.5 8- 3.2 16 -11.0 13- 6.7 16- 2.4 18 -10.2 21- 5.9 24- 1.7 26- 9.4 29- 5.1 32- 0.9 34- 8.6 35- 0.6 BC= 1 - 3,9 3 -11,6 6- 7.4 9- 3.1 11 -10,9 14- 6.6 17- 2.3 19-10,1 22- 5.8 25- 1.5 27- 9.3 30- 5.0 33- 0.8 • 34- 4,6 -88 -999 PARALLEL TYPE RJ2 W324 DEPTH i 26.00 7T, TUBE REQD /J01ST 1,00019= 41.59 1.000182 20.79 1.00016• 5,20 111BR DIA. -6A, HOLES LENGTH TOTAL NMBR D1A, -6A. HOLES LENGTH. TOTAL 1 1.00016 L -L 29.191 1 1 1.00018 5 -5 29.191 I 2 1.00018 L -L 29.191 2 1 1.00016 5 •L 29.191 1 1 1.00019 L -L 29.191 1 '1 1.00019 L-L 29.191 1 1.00018 5 -L 29.191 1' ' ' 2 (.00018 L -L 29.191 2 PP 1 . A01101i018;UR;Gi . .29, %191131:. 11 11(4 •tNdt L-L 29,191• -f . ta'8861 l r lice 1 01 this pi °duct r NO1NEERS NORTfiWEST, INC. has reviewed ttte a�(tlitl. .ads only for conformance to tfie construction u \� ttt (j reared absso nothing else. SHT 1 OF NOT F'OR FABRICATION SOUTH CENTER RETAIL BL ANGLE TOP RIGHT Al (14- 01 TOP RIGHT END = SOUTH CENTER RETAIL BLDG'. CONTROLS 1 =T£HSIDN WEB 2= C0MP.-iJEB(L /R) 3 =1+ M0M•2 PANEL 4•C+ MOM 3 PANEL 5 =1+ MOM, 4 PIN 6 =C+ MOM. PIN 7 =HANKINSON EQ. 1 =TENSION C =COMPRESSION „ Pc.‘ Hawed RECEIVED JUN 'I 19B IWCLMi1R1 •*YAM► Is TO COM►I*M TI .7 3071111 ARC D11ZO01D TO CARA* Tsl _ L0.0J 11114401 Mt N » 7 {I SPANS 1►ACXMOI YMO1 .TLA AVOYx. TM[ OLjIOM 40A0/ MYAC 410V101D >Y 0 11111 AMP Y,R /R ADIUUACT MAX MOT 11 {s VRA1 /1C0. IS CV' LOA01. 1►AS1. OA OSACIMCI AA/ 1000LI.47 OR £MCOMPLITZ, MOflPY MLITLAM M000 ST*IC7'ORL1. .IMC. IMMt'IAYt1.T. M17TS&A 7„t bI01MIIA MOR Mill ■AM WOOD ITPUCTUAIJ, IMC. CAM 1i ARIPOMII /Li 40A TI/ ON IOM 04 MAMUTACTUAL or rims .7aIIT1 Ir ALT111C0 OA wry 1M .AMr•0'MCR MAS,IYA YOT *Mows 11uczrIcALLY OM 1RC /R CA LCDLAl20MM, WOR ).Rt T■CY 1Ii►OM1I /LL 101. Aw'( Koslow or TIM IU7►OI.YUW {TRUC7VA1. • S _k15' n j�51L!? 15' I<f Z' x _. '9G - 11 �6 ENGIMEER� NORTHWEST 522 -6698 1, 1 1 I: 1.- -1 -_.1 1 1 1 1 1 1.1 I I I I I 11.1 1 83/4X311/2' 11 32 2 ROWS 2 X 6 BRIDGING" 1' r n 21S -RJ2 • 32 n too A (H-74 25' • 14-Rd3 • 32 O.C. 111111111111 6 314', 2►ROWS / 2 X 61BRIDOIN cS • I , 35.-2 1 • - x - k n a 32 I I 1 I I I _, =: - �I III I I I • /4 6 3 u' x to C 3/4 p4 e -RJ3 • 32. 0,c. hecrunod •. ' 1 0 40 D AMA7O CONVERSANO INC Consulting Engineers STRUCTURAL: CALCULATIONS for McCaw Cellular Communications Tenant Improvements for Southcenter Retail Store D'Amato Conversano, Inc. Structural Consulting Engineers June 22, 1990 610 Market Street, Suite 200 Kirkland, Washington 98033 (206) 827 -2238 FAX No, (206) 827 -8986 DCI D AMA7O CON VERSANO INC Consulting Engineers Project Subject Ce (u,(aJ -. or— j Project No. � PO ( 11 By Sheet No. 1/? (oH 1a I I Deei S (p I (t k W ( ()01-) )4\em-{th S per, gPax 41 tut qtr = 2i tip -emu. . ( wait) a� sS WYE 4 - �l/14�V I &Lo VY ( raw . ram / Ihr co f)12 929e -2�OG 2 stm Pc = ' 211- 1 lM O(�- b0' 1/fr% 1 -149 la loved tnriird L.5 ( I) OD. to —(cp S V7) 20 361C1e v ctk1 haai V(.3000..64) �0- x Z .0 J = 2 04. > cow(' 175-19 has 44'o b eel L10( -4-b si,t ` e c '(12, e e iS Lj h► ca& j a- u 6-t stems o f 0 DC1 D AMATO CON VERSANO INC. i licth sts - ;Q "mow/ Ch.0,04 (? +t2 C41),Vut Itrotd/) I Project bject (AA 4A, 0 T- Project No. o elq By Sheet No. Dote 1 - PS�x '1., 1 x4 - X2 cL 25'18 pkF US1• C - (0) -49D -r b- ru.ce4 (7rzu Ptd el LI-) 1.10, to -t6 VA-6(A . (0 6 1 4 t - o 21,c t- C-4ti u 4 off - cu4 1 0 - rc - 1 - rvwv, c t;a w ei Vd--oz(A-z,c.. 6 c tt ka d k?wtirinoj el l VA ) . a. louol vvr s o tiicy t\-( CIA' z ,print l a-kl?,w /Nip 641-tc:h;Y\(2 \2-0-axa v\f ctiittLezi aJeCtfi,o ad.Qqy-ccct,4 -6 .DCI D'4MATO CON VERSAN0 INC./ Consulting Engineers Project Subject rn c , C a i v J Tel & p dn.e S o Project No. 0 10099 C ( Sheet No. Date Io`ZS' CT, L Sf I( ft-p P1 bovat. 2.� x �, s / '9OOt = Is. 4 ply • 20 nAe.,- - c S1i'c L C. 6- 1) S, c 121,c- 20, 4 p '. /•( 19s4-1 . l,rru_cl C Stc t-e ) � x r S +\ d 27,4,R - r(G. , e 2co'` T , — , L @ P - -a—xv -t c ' `� (_Cmcluct, - - i/1e) rv� tiLo hr.e,c.� e,(e 911 C' tl- cylsuloasn extra- Ce. 3 ^r s y5 +1 braces -Ey LtNlGL2i"5 l CLL 04P tA r-v' , P t-tvrtreZl Octet -4, A-1l o va, Lt;v e, = 3C 4o I zo Low . Tol Lo-r r)Lc moo Wl7t'l.1 ed e, v(UoIoc. -d, ( H- l ci'al UP) - T d.Jot.e. rJo. 2s -S — l r , 16 i ;o j i;e £act (Arad l S Srea_cl c /t- ^- 4 6 * 1'0o - G a, , , pl/4. T. 1 ct fot — 14 ret- ck a.eao! t o2-d , 1,5 pS;- , re c! S v>.o w Ln it-ek 7. 2 c 1( es k 67) L DCI D AMA7O CONVERSANO INC. Consulting Engineers Project Subject So (Y( . )3 T-1 e, p (H o v e Project No. 9oog By Sheet No. Date Cal.Ct etwt 7V(t lL- f- srrnaA I .cinyrvn phil co. \9-fl Fin 6s ylec o eki Trmul di4-Cetyl mor rL a4 . = I p s r (10-1';-[ roo4- cu C red ear-0,4n ce, c -a.& c1 S1 . , Sit) d-&4 31 £ ps- - 3q,SPs�x 3 = !OS' 37 pt-F e- 11,(0 Nye V 4-eh v► V &oi S tLo s ovvs S N F G coin l cl cult Aa o of +o P y i G - v( ace r So y \, ?yre vl ervt O pay, S V _ w���•vt.diL ck �I (vnd sok CL r S - r W/ WO ,1e� CvroL- urn L 19 //41c1-/ zi = Lo I�g , S' 5,0 OI- 1(Xcc t„ act u ).- ii c /Lo lake— ct c cooSs cc,ls 0 (Ackf v \ / -pitnite..6 ) &e.t • c,+-1,( q2,p 01 47 r& t'll\r"D -- INA4Dsre 3i is act e(vcc.-, t6 TO' 12 .,5. lei'''. <<: ;,;�.: ...:t:ir x0,:0 ;: i W � �.,,, - - g-Ti . v,....,...,... �,.18 "7 , �:.: v..• 20.. as ,:....,:22'w. = 26'• T.., : 28' �onar r. n- �30" ex- trtee.. b EPTH: 14' F.. .16I- -i, *s' »;c; :.; .a 1 t :gpn;.r�rRa�,: : 32rtr<:• rn�+ 34' in ->H CU. 36":% es^ :`�rr? SPAN ';F.L`..SL FL.'SL4�;FL7.SL':: FLN.SL-.f _ FLT: SL "F- .FL= ;SL'•= FL',„.S ,E L'• ;S : -I: 'EL• I:Y�I„ ,SF11',,SL ' F1:;,,.SL:,:PF1 :SL:k::":4 1,14:- r16•; 14;' :16 323 323 354 354 260 260 297 297 354 354 330 330 354 354 337 337 344 344 337 337 344 344 329 329 344 344 329 329 • 329 329 335 335 7.4■4. CO 0 CM C4 CY 'Olt:. Is-0. 217 217 247 247 .179,179r.:202'202/T2267226' `'% 49'149?'', 171,',17.' 2762.76 -192!192: 304_3.04 ..250250z ;213'213$.;2331233• 323 323 275 275 ;, 323 323 298 298 253 253 329 329 311 311 272 272 335 335 319 319 290 290 334 334 316 316 299 299 329 329 316 316 299 299 311 311 310 310 299 299 304 304 304 304 294 294 298 298 289 289 283 283 285 285 284 284 283 283 CO loibt ..•■ "244 26: '28'.' 121.127' '145 145 96 .123.123 77?: 96 • 103 107: 163 163 %:140 140. 122 122'.136 181 181 '156 156 136 .199 199 :.171: 171; '151'151:7 .216 216 '.187 187: ? - '.163 163 233_.233�J 249 249 '201 201 • F215 215_ '•176 176. 189 189 266 266 230 230 202 202 274 274 244 244 214 214 274 274 253 253 224 224 274 274 252 252 235 235 273 273 252 252 235 235 257 257 252 252 235 235 •cr co a3 0.1 2114.1W CO CO CO V Mlhat ```` 060061 90 E94; . '• 75 . x.88. "•11'.1119 1105 j105' ,;92:.92' .131;131 - 41 116 y :102.102, r 43043,‘ z +1291129• . 12 p,„ 55:: ,.;;;166';..16 • x ,, .143 ' ,j;147;147, , .122 X131 r131i x 1 . i : , � x,158;7,758 448'•148 18 89 91 - 1674;16F; f;157157.� 200 200 1 8 178 .16T167:.: 207 207 • 186 186 168 168 216 216 191 191. 169 169.. 219 219 200 200 180 180 ! L; '361 j 38: '40; 46 64,.76: 54' 65 46 62" 80; 82 ; 681177. 58; 68. • :' 96/;. 96 •• 83:.86:. 71r . ' :.100 100:- r.>• 91 •. 91; :•• 84' 84•'• ,1121 ' 98.''8 =.: 93 93' 119 119:: ;106 106•• ' 96 96' 130 '.119 119 :'111'111 :138138 --121 121" 114 114 :141 141. ' 129129. '117 117 • 156 156 . 134 134' :`124 124. 158 158 139139 7127 127. 157 157 147 147 139 139 a36'; .38 ; _401 ±;42 V 46 4.:% :. : -- ;' • ':::':. = -' . };: � 74 08.o ' . 65 j� 7,1;" •.; 5714'64' •• -81ir 81ri 747. ?74 : 65 'x:651; ? 'i80.t 80° :.69',',',69 4 101il01 105x10 u }w8 :88';. . 904, 90 = 'n7.' " 0'� „107%,107::.. ';i104;,j 04r': :%.86;8 ai 12.::112 ;:' ;104,'=104•" 92'• °,9 = 4; 2' -,..124 ' 05... 05 11.997i:991 <24 ... 1101,103 1051;10 5" est •q• .4 NI' VC t ;• 501 5 Z' kg: 4:56. _ :''.,�:' ,7. u.T -: `",: "-: : i.:. . -'N ° •.: _ .... -'' 2y: : • : is z ..... ' siin:�•... , n'Si .... °,''''•' ;,::�, - _........_ 50,...55: 59..60:1. ; = 64 64:. = 59 •59'• :54:.54:'; . .S'1 49 t . 0. 44 >. _.... .... :.: 691 69 T• 74 74 .:; ='•63: <63:. = •68"68. 59 7' 62 3n .4 } , ;57 54' 5 Y�, 5 + .6.A '50= '50T 7x.:541,...5 • ' 647 ; �w.50j*xSQz =,nc52.��.,52.. 79:;.79,.:, f.76•: :76,'':;76.'76,;;`80.:,80 67-;`67 ',,6 in 6 . '561ra 62 83 83 . 71::''7.1'' Iw 654,1,65.:, � �' 2 63°•'63,'' • •'56ci's5Q'ri :, 93 , 93 +74":74'" 69' '" 69': 65•°'•65' ,, 95:95 "'90.'90 "'78~ 78 }' 727 , 6717'4 �fi,„ '63:¢ ' • 6 �6 . 8i `..70 ,* h 1..hir• • CO 0 C•4 * CD CO 0 ■cir• CO 01 1.17 0 CI 1.0 CO W CO to to ,44 74 'n‘ •, • • • ••1 224 224 r� y := .... • ,.., 1'60. T ` 14 + ["01 83 "102 112 ':118 • ;,134 „�A134;, ;;151 1151:, :,167.;167..::183 ~ .7183' 199 199 41 .•..46. 47 , 49 . 371("43 ": 43 '.46 :• 34739 39' -41" v• 49,,.49;' 1 48; : 44:'45' .- .:52..52: :t.50-....50 - 46•116 • ; : .57,:• 57_:: ...,54 l''50 50: 7:• 60;: 60 1 57:i".57 - 52 :'52 '49= 6T 4 � 6r. 4 4tA3wi'43'.• 0 CO I'. • • .. .... . - _ .... - _ .. - .. :; . _..- ._.. � _ ... ... 31 i i i - ' 35 :;40`" 3 2 40''4 37. 4 •,� 0 34 9;�37•F ;4 4'41. 4 2•• 2' '4 38 ;:;31;, 47. Z: •$:'49: F' S C+ 9 5 . �A1 4. 194 194 DEPTH: SPAN ri. ,143.•.. ra- •:. FL"`'SC 6 .:.16.•.rz,`..... ; FL1 -SLZ .-4,xtzr;:20. '• F TS L•= Ti; -FL ; Sl -.. 22.mi - ;t FL " ".SL ; '4:24 :0!!nt,.. St': 26g- A:,'r �: FLr 'S4= 28; lr"'- .• FLT % -= X30 _,,1"..32....:7.".."'' 34 ' .. ,.„, ' FL +w+: SL, 47 FC .4' Srt - :FL3 SL=i .�.... 6- �,.:;'.�,.;.38`;�: ,.:,40.,;::,m _FL ' St. F ' T :: Fl.g.',SLr' i Frq 0, Tr' L74 288 288 329 329 335 335 342 342 349 349 356 356 363 363 364 364 364 364 364 364 364 364 364 364 364 364 339 339 246 246 285 285 298 298 304 304 310 310 316 316 322 322 323 323 323 323 323 323 323 323 323 323 323 323 301 301 1994.199 ,231.231. 263. 263 274 '274 279 • 279 285 285 290 290 291 291 291. 291 291 291 291 291 291 291 291 291 271 .271 46 1 99.1 Z1r 244 244 254'• 254 259 259 264' 264 265 265 265 265 265 265 265 , 265 265 265 265 .:265 246: 246 132 x:138 21 :160.; %3311183. ;205•�•2051 227 ' 227 237 237 242 242 243 243 243 243 243 243 243''.243 243 243 243 243 226 226 104 01 18' ;137x:.1371 ).:156' :1.156.. • 175'.175 ...194•,-..,194 • 212 212 223 223 224 224 224 224 224 224 224 224 224 224 224 224 208 -208 ["01 83 "102 112 ':118 • ;,134 „�A134;, ;;151 1151:, :,167.;167..::183 ~ .7183' 199 199 208 208 208 208 208 208 208 208 208 208 208 208 194 194 !CO V41 68 " :89 91 `.103 :•117 '117: 131'. - 131- 145 145' '160. ••160. 174 174 188 188 194 194 194 194 194 194 194 194 194 194 181 181 6,71;Er l'Zii•SZt 56 .... 75 '47 ;' 62 : 75 90!). „ ' i; 63 BU, 97 x:103" tom 81 9.a ' 8'0 , i 1 ' > 3 102 102,; J a* `*w•�r.. n1?3 1132 .140_`.140`: p,.1 swN� '4'124 ) .,:.124t, ;,153;153.. n ...w'r•� '13Sv4135 ; 165 165' 46 ;11,4,64 178 : .178 157 + 157 182 • ,182 168. 168 182 - 171' =,171 •182 182 171, 171 182 ; 182 - 171: 171 169 169 : 159 '.159 X32" ..- 39 '• 52 53 70 . 68 86 1;;' 1D1. :,10r• 1 M1U1 127'(tf12ii . 31 .13'1' 146..1' .+ +140.( 150 ''150 160 160 162 162 162 162 151 7 151 x36' 138' 33 45 45 60 58 v:73' 73 r 82 90 91% '.99 99. •108. -- 106 117. 1.117 126 ; :.135 144 144 153 153 153 153 143 143 ' ; 38: ••40': 29 38 38 51 50 [66' 63 i.;14, 77 r, 82.• 1,; :,98 798 106'. ".106' 114'. • 122',022: '130 138 138 146 146 135 135 ..40; "42s 25 33 33 44 43 57 54 - • :- 67 : 66 :- !. -. :74 -i „90' 80 `' - ' 89 ' ' 96 96 1037': :103 110 :110' '118 . 125'' 125 132 132 129 129 i. 144:; . ° • 29 - 39 37 , 50 47 S61 V. 58 j 68 j 69 E74 • '''.8W1,'1. 8,1, f( r5, 8 8 ii ,.. 9 ; }_947 ^ .101 ti• 10 '1 07 [ `11 114 114, .120 1 20; 123 123 ,44 5. 46" '4p'' ' - 25 =: 34 ';'33 44 29 � 38 ; -41 .;: 55 36 48 50 r62 L 44 ...57 � ' 61 68 53 62'. _72 ....'... 68,5 63 Ix 68. 80.•0 r� ! 8 , :,73:� •73. w 8 6 X 86' w• 79... ?' 92":92'. 1: . Vr ?� {185•' ;,'98?;� 96 1i .. •• :90,�.90.;•.96:a9G' 1:104 %-' 04 7 • 1"'110 % 110" . p .101.;10.1' 116 116 107 107 • 46" Y48' 0..10 25 34 32 43 39 i:.52: 47 ::.57 56 .;: 66 ''66 .: 73 ;,73 : 83 :. 93 ;_, 93; :98..,,.98 ;50,: 28 38 35 47 42 1''53 50 � 58 58 ' 63 ;:,,67,; 67.:: • 78 .,.78 . :: •...72 ::7X...:',4 „88.;;:88 :48.1.,t5;431: .• 86':•.!....86. :. 91.= : 91 • ',:52 25 34 31 42 38 H :49 45 : 52 °. 58 60 j'62: ' 'L 67' :71'`'3:71' ""•76' , f' 80 80 ' 84' 'B4 '54' :56Y f 4 . ; - 1 : ;. :•, 28 37 ' 34 - ,, 45 CM: 40 X 511' ; ' I a , 47 5 , 54 56; 62 et62v 4 ' f 6 s 4 ,16' iNZO:ai 70 j : : 6 1, 4 "' • 81:7418. ; 56. ,583 • - 25 .34 • 30 •40 . -36 _;'46- 42 r:50, • 49 •F54- • 56 fag- :".62. T62, ..9:62 5 .i 69•z- 6 9 : ' , :73..P73 :581. 27 ' 37 32 �•'43` 38 re,..: 44'1W 50 Eta: 57 d?;58^ ,x;;'61.?:; J`61: "i •65� "65'• "' 68 ":- 68' `60 Parallel Chord Open'Web Series TJL TM Series TJLX" Series Load Tables /Snow 1I5 0 /o) Allowable Uniform Load (PLF) Roof (115 %) Roof (115 %) FL = Flat roof ess than A" In 12" slope. SL = Sloped roof greater than 'W' in 12" slope. Notes: 1. Straight line interpolations may be made between depths and spans. 2. The load tables are limited to simple span uniform load. The tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1 "112 ") with or without cantilevers - at one or both ends. The cantilevers are limited to h of the main span provided the inboard shear for can- tilevered conditions is limited to 2,500 lbs. Call your local Trus Joist representative for other conditions. 3. Values in gray shaded area may be increased 7 (4 when MICRO =LAM Ibr. chords are used in the TJLX series) tor repetitive member usage if the criteria on page 9.2 is met. 6.17 :., 1989 L -1195 8 / 1 2198 2-2151/ L Y . `_ 11 ��, �IYi_ IMUK I MWt-b 1 WE n I 4 L'JDc33D �TF�UcC - 3 1..3 � ., 2 1440 r4(1INEERS NORTHWEST, INC. has reviewed the aplllill, .ads only for conformance to the-construction !Jcurnents tired has marred absolutely nothing' else. .a N . () 9 .1988 110X. 1:.s1■ ..... Tlai\L,Arx.N • or ']7o.s.w cl0:xie, - droro 00 JUN U o 1Yb8 SOUTH CENTER 1 / g n� ENGINEERS NORTHWEST, INC. CJOB NO.= 4 -88 -999 NAME =SOUTH CENTER RETAIL BLDG. DESIGNER =DOUR HO. REED= I TYPE =RJ2 FR1, JUN 5719611:' PRI= 1 CAT; 2 MATCH= 0 SERIES= 3 PROFILE= I BRS.= 1 BLDG. CODE= 1 LUMBER= 1 ROWS BUG= 2 NO. WEBS:I STRESS=/.15 CAN MOD= 0-0 -1 -0 -0 TL: 4,0000 BL= 0.0000 SPAN= 34FT.- 4.6250111. TR= 4.0000 BR= 0.0000 TL PTE= 4.0000 HALF PAN= 15,8702 BTM SLOPE= 0.0000 DLE= 0.0000 DCL= 26.0000 DRE= 0.0000 DIST L= 0.0000 DIST R= 0.0004 BEARING PINS L B.DIST. TL= 1 ;0.5000 0 ;0.0000 BL= 0 ;0.0000 090.0000 TR= 1410.5000 010.0000 BR= 0;0.0000 090.0000 TOP PANELS (ND. 9 LENGTH! =13 ;31.7404 BIM PANELS (ND. ; L =12331.7404 CC = 32.0000' PSF TOP= 35.00000.PSF BIM= 5.00000•P5F LIVE= 25.00000 SPAN= 412.6250 BE= 0.0002 AR TOP AND 8Th = 0.0000 Cn 16,01 P= 3.81 W= 13,83 h- 2,43 L= 7.17 T= 43.24 MF= 1,03 IF= 0.20 PF= 1 24 CF =2.16 TN 36 B= 36 5 =17 L =10 • JOB NO. 4-88 -999 $ PARALLEL TYPE R12 1J24 $ 0.C. SPACTN6 = 32.00 IN. " CONTROLS JOB NAME t°HOR1ZONTAL SPAN ■ 34 FT, ' 4.63 IN. t TOP CHORD U. __ 35.00 P5F 1 =TENSION NEB SOUTH CENTER RETAIL OLDS. $ DEPTH = 26.00 t BIM CHORD LD, _∎ •5,00 PSF` 2 =COMP. WED(L /R) I TOP TO TOP BEARING CONDITIONS t TOTAL LOAD = 106:67 P.LF 3=T+ MOM 1 PANEL t 1151 ROOF - OLDS. CODE _ I.C.B.O. t - 4 =C+ MOM 3 PANEL t t 101.361 CONTROL 2 7 WEB 2 5 =T+ MOM. 9 PIN MFG. PLANT 1 8Th. CHORD SLOPED 0,0000 1N. /FT. t 102.171 CONTROL 4 3 PANEL 8 TOP 6 =C+ MOM. 7 PIN WEB JOIST NORTHWEST CORP. /MAX DISTIIN.) OF PINS OFF BR6, SURFACE$ ALLOWABLE LOAD= 40.5PSF= 108.1PLF 7 =HANK1NSON ED. 1630 BISHOP ROAD t LEFT =1.24 RIGHT =1.24 t T,L, DEFL. = 1.12 =L / 368 T =TENSION CHEHALIS, WASH. 98532 • 1 1 REDO 1 35,0 FT 35.0 Lill. FT.t.CAMBER = 0.77.111. = 1/ 535 C =COMPRESSION • -88 -999 PARALLEL TYPE RJ2 WJ24 DEPTH = 26.00 TT. 1UBE READ /JOIST 1.00019= 41.59 1.00018■ 20.79 1,00016= 5.20 UMBR DIA. -GA, HOLES LENGTH TOTAL HMBR DIA. -6A. HOLES LENGTH.TOTAL 1 1.00016 L -L 29.191 1 1 1.00018 5 -5 29.191 1 2 1.40010 L -L 29,191 2 1 1.00018 5 -L 29.191 1 1 1.00019 L-L 2 9.191 1 '1 1;00019 L -L 29.191 ' - 1 1 1.00016 S -L 29,191 1' '' 2 1.00018 L -L 29.191 2 1;1113160016106 - 121`679.491146. 0 Kit 4C51,,:; °. L -L 29,191' •' - 1,4 trig 1 & "r i c1 this product, TLIH.:WILLA. WASHINGTON NOT FOR FABRICATION REACTIONS LEFT = 1864.8 LB, RIGHT = 1664.8 LB. 2 -1195 L -3262 L 4889 5 -6171 S -7082 5 -7629 S -7812 5 -7630 S -7082 5 -6171 5 -4889 L -3263 \ -2151\ -1615\ -1334\ -982\ -651\ -315\ .,,. 21\ 356\ 693\ 10241 13771 1652 i / 1 / 1 / 1 / 1 $ / 1 / 1 / 1 ' / 1 I / 1 / / 1 / 2198/ 1652/ 13/7/ 1024/ 693/ 356/ 21/ -315/ -651/ -982/ -1334/ -1615/ L 2364 L 4140 S 5614 S 6705 S 7435 S 7800 5 7800 S 7435 S 6704 5 5614 S 4140 L 2364 4 -88 -999 PARALLEL TYPE RJ2 WJ24 DEPTH = 26.00 SOUTH CENTER RETAIL BL 3EAR1N6 LOCATIONS ANGLE TOP LEFT Al 11- 0) ANGLE TOP RIGHT Al (14- 01 TOP CHORD • 1 REDID 1 -2x4 MSR 2t00f -1,BE CHORD LENGTH = 35 FT. 0.63 1H, rim LEFT ENO = 4,00 PIN TO P111 = 34 FT, 4.63 IN. TOP RIGHT END = TOP PANELS 133 31.7404 • • 2 ROWS OF BRIDGING AT PINS 5 -9, BPS • HORIZ, BR6, TO BRG. MAIN SPAN = 34.FT. 4,63 111, '1H5 5 =0.375' L =0.625' DRILL PATTERN TOP = 31- 88- 3L DRILL PATTERN BTM = 2L- 95- 21. CAMBER = 0.77 IN. CAMBER PLATE z: 0.028 IN. BTM,PANELS 12; 31.7404 DTM LEFT END = 15.87 PIN TO PIN = 31 FT, 8.88 111. BIM RIGHT END = ;TM CHORD 1 REO'D 1-2x4 MSR 2400f -2.0E CHORD LENGTH = 34 FT, 4.63 1N. ' ;C= 0- 4.0 2 -11.7 5- 7.5 8- 3,2 10-11.0 13- 6.7 16- 2.4 1B -10.2 21- 5.9 24- 1.7 26- 9.4 29- 5.1 32- 0.4 34- 6,6 35- 0,6 BC= 1- 3,9 3 -11,6 6- 7.4 9- 3.1 11-10.8 14- 6.6 17- 2.3 19 -10,1 22- 5.8 25- 1.5 27- 9,3 30- 5.0 33- 0.8 34- 4,6 15.87 • W. H �,,0 Hawed e•10 SOUTH CENTER RETAIL BLBG. RECEIVED JUN '( 19B. Kr. tMCtMixsi •sTA,r Is TO COMrt*,1 74A7 YEW JOLNTO ARE DNtIOMLP TO CARRY TML LOAO1 1NowM NE TT! NPADA ARO r►ACIMO$ IMOICATLO AA.OYN. T=I OTJ10M I.DAat MLA= TtOVIDto 1Y OTIIAE AND 'SUM ADEQUACY RA1 MOT NEED VNRIYItO. Ir TRL IAAO!. !TALI. OR N►ACIMCS AAR IIC01tA.A'C'1' oK IMCONpLrrx, Mo7TIY MLLI ITM M000 1TRUCTURII• .INC. INMn,XAT10. MIUTMtA 7.S* GWIMNIA 004,115J11RM M000 17..UCTORLE, IOC. CAM IL At1►ORIIILL TOR TEE OLIION OA NAMU MCTURL Or TERSE 4O11Tl If ALTLRLD OA DEEP IN .AMY'OYMLR NA,MYA MOT {NOM, srsetr1CAI.LY OM TNL // CALLDLAT1DNi, MOR ARK TILT 44.4 1.0141111.1 TOR A ,OR71OM or my. IUrPORTI1q STRUCTURE. 63/4 X 31 1/2 ' • 2 ROWS 2 X 6 MOON "N X VI I I I I I I I 1 -** ir ,j, ia_v_5• ' 7 -{ Sinj .,, ..........■............. no ...W. 25' 26-11.12 .• 320.C. 14-R,13 • 32 O.C. 32'-1 1 I 1 I 1 1 I I I I 6 3 / 4 F . - . , . . •, 2 OWS " 2 X BRiDOIN . • 5 35-2 1 • • —x k 11 32 ..it 6..... •.•••• . ' I I I I 1 1 1 t ' 6 X 16 1 15-R43 • 32 O.C. I r.vve 4 - 6-3• :I I Inspection Results /Comment CITY Of TUKWILA Building Dr�"•tment 6300 Southk er Boulevard Tukwila, WA (206) 431 -3670 Inspector / i 44 Type of Inspection Site Address /lam y,/ ,S s ,' 4 Requestor Special Instructions Te5 l % -- dJ INSPECTION RECORD PERMIT # 6702--/ Date Date Wanted c% --6- 7 a.m. Project /t4 Phone # Date C`Z, CITY Buil Department 6300 , ;:hcenter Boulevar Tukwila, WA 98188 (206) 431-3670 Type of Inspection F Site te Address C • r4 vi-wL/Att Requestor aird Special Instructions Inspection Resul ts/Comments: KW") rtovve. -- 1/0 elt-teSt /I /24 Lt. ■Jp jr{d Inspector • INSPECTIPN RECORD ( PERMIT # 62-1 Date Date Wanted 7 -Li- Id a.m. E n Project CA7Lr LA Phone # Date Bui 1 di Department 6300 .hcenter Boulevard Tukwila, WA 98188 (206) 431-3670 I Type of Inspection / (9/ L., 4_,r4 e // Requestor Site Address /0 Special Instructions Inspection Results/Comments: Inspector CITY OF TUKWILA INSPECTION RECORD PERMIT # c. - Date g Date Wanted g;=-2- a.m. X Project Phone # Date 0-HaIe---9,0 Inspection Results /Comments: c /-cam -� �� /2-7 CITY OF TUKWILA .."4116-1 Build' ')apartment 6300 'center Boulevard Tukwila, WA 98188 (206) 431 -3670 Tnsnector Type of Inspection Site Address / /K., U/ t cr" / Requestor -fl (-�/ �g/- -- 5'23'7. Special Instructions INSPECTION RECORD PERMIT # C Z/ Date C3 • - ��� Date Wanted —9'e) Project /t/� Phone # • Jr- Datp 72,2-101= INSPECTION RECORD Bulldinroartment 6300 So :nter Boulevard t ( I Tukwila. ...6 98188 PERMIT # 6 I (206) 431-3670 Date - .YPe of Inspection r -- 514ArD4 Date Wanted ?' a.m. >ite Addressitilq01 ritkoy# Project MICO LP,INAG(A/" tequestor 1/JI Phone # ;pedal Instructions [nspection Results/Comments: CITY OF TUKWILA Inspector -- Date S 71 1 1707 1 ■1 0 CITY Buil - Department 6300 eticenter Boulevard Tukwila, WA 98188 (206) 431-3670 If A Inspector Type of Inspection VAI Site Address UP (3 1 . 1 _5oultib(-e_n\itey INSPECTION RECORD PERMIT # Date 1-3n-cies Date Wanted -- 1 - 721 - ( Project 'MCCAW LeALAU Requestor <J2k-W1 Phone # 51EaD Special Instructions Inspection Results/Comments: - 1\-A7 "4_0 6:s.-A-<.1 • -e-4-14 Datp /9n „ . • Type of Inspection e Site Address / (.a 9 9 c Requestor Jiii ( eUvim(Ail .Special Instructions Inspector CITY IF,TUKWILA Buil c Department 6300 ....-chcenter Boulevard Tukwila, WA 98188 (206) 431-3670 , , „ , „ (‘;•. h ? \ V! 1 • 4 .-INSPECTI,ON RECORD PERMIT # 0.0 • R Date Date Wanted r Project • .1, ) Phone # • / (61 Inspection Results/Comments: ri_Lt 06, (J ( P/L4A-G Fe 4 -- c--2, 6■45n— Date Type of Inspection Site Address Requestor Special Instructions Inspector ,c t__ CITY OF T KWILA Buildilt ' lartment 6300 So _Ater Boulevard Tukwila, WA 98188 (206) 431 -3670 /VIP r 2, D Date Wanted P ��- Phone # INSPECON RECORD PERMIT # ± '' Date 1 7 7 Inspection Results /Comments: m 7-./7-1V — /.1 •, P(4-4vZ12 lo U NT W)4 i s / nl CA 1- P L--- /1 A -C-k.- JD -maYz- • Date . 7'f 7- 7(1 .m. Inspector CITY OFTpKWILA BuildiA j wirtment 6300'So t _enter Boulevard Tukwila, WA 98188 (206) 431-3670 Type of Inspection a Date Wanted Site Address 2. / ---S /a-CfCGC.-)(1--, Project Requestor c Phone # Special Instructions Inspection Results/Comments: KZ6. INSPECTION RECORD PERMIT # i% Date Date &; Type of Inspection Date Wanted a.m. p.m. Site Address /() Project / 6ze..4) c1 Requestor Phone # Special Instructions • ,/ CITY OF T PIRA 'artment 6300SoiiL.nter Boulevard Tukwila, WA 98188 (206) 431-3670 (e) 1760 6-7-1e4 e-Q / Inspector INSPECTel,ON RECORD PERMIT # b6 Date Inspection Results/Comments: — — Date Type of Inspection Site Address Requestor Special Instructions • '1147.4 TEMIEri Inspection Results/Comments: Inspector CITY OF T(WILA Building irtment 6300'Sout Jiter Boulevard Tukwila, WA 98188 (206) 431-3670 711 ,O1M,U0,1'09 9 9 1--- INSPECTrN RECORD PERMIT # Date (7 Date Wanted Cc)./Project Phone # eel (VP,v Date CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433.1845 Permit No. ?- /__y Date 16 Job Address CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. / P - / /79/---3‘7r 3/.-.5g Signed Building Official /Inspector CITY OF TUKihriLA r\I \ No. Central Permit System Permit No. !' TO: LI Building Li Planning Project Name Address / f'. Type of Permit(s) This project is approved by this department: - X / (../, 4/ AuthofiZed Signatur,e:r FINAL APPROVAL FORM El Public Works 14: Fire Dept. • This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ( ( ( ( ) ( ) ( ( ( ( ( .) • ( ) ( ) \\11E0 AUG 27 1990 Authorized Signature Date .. El Police LI Parks/ Recreation / Date CPS Form 3 DATE _ (J/J /1 2O JOB N� � ATTENTION AO 4�1 _ 4// 0 RE: ,C �• /YV lle^ Yfi/K--4e P /4,v O,/ 5 e50- 017 ro j imni5. JUN 27 199U KOHLER ASSOCIATrR ARCHITECTS & PLANNIL .o PS 1380 112th Avenue NE Suite 301 BELLEVUE, WASHINGTON 98004 (206) 453 -5995 Fax (206) 646 -4319 TO p pz 0, 0/iijiv,C/ /r y m `", r cyr of VW/61 ,& tJgc,e v V P if /4 98/60 WE ARE SENDING YOU ,Attached ❑ Under separate cover via ❑ Shop drawings ,Prints ❑ Copy of letter ❑ Change order ❑ Plans COPIES DATE NO. -25- DESCRIPTION c5T cL7U ('•*cs e1 7/7.- THESE ARE TRANSMITTED as checked below: 2eFor approval ❑ Approved as submitted 'For your use ❑ Approved as noted %' As requested ❑ Returned for corrections ,For review and comment ❑ ❑ FOR BIDS DUE 19 REMARKS J 2&L__l1/gk ❑ Samples COPY TO R4 .4! A"..*> 4 Orr e z LI 11! p SIGNED: If enclosures are not as noted, kindly notify us at once. ELETVE oFITaaKSEETWAL CITY OF T " Ni e owing terns: Pi_ANNIN(; TE • 1 VA) ❑ Specifications ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US D CL DAMATO CONVERSANO INC. Consulting Engineers STRUCTURAL CALCULATIONS for McCaw Cellular Communications Tenant Improvements for Southcenter Retail Store D'Amato Conversano, Inc. Structural Consulting Engineers CITY OF TUKWILA APPROVED JU 1 B Ii.D NG DIVISION vim 4'6'0 JUN 27 1990 CITY OF TUKWILA n!. tom,l(.; nraT. 610 Market Street, Suite 200 Kirkland, Washington 98033 (206) 827.2238 FAX No. (206) 827 -8986 ti DCI DAMA7b CONVERSANO } INC. Consulting Engineers � I Ali Project Subject eg t,{, (ati Or I Project No. Sheet No. 11 Date JI At4wnly 101-pit k wvt%ur� 1 t 0(cS 1 vT 4-1 ir,a4 c,*)t '/A) NAN 117 4 - 04 - Dee(06n Sctsus 419 it l i I too' bon (te cat) (be) - �' 2 # a1i,c (a-1 Crsa o1 a,l 9 I ( OM- Le-yir P.' t vyto immyi . Are (19iY . (o i vin es f) �s�u - ' fl . 3al2 S P = (2-11— Vvi ( *— -�v o (a,turail vv Lrzc41 ev-eAA-t4A1- (t) No. 0—(t' Sc, writ -7) ( 1/039-6 Vv'ct -� hcv� Vcutaail 1 � eg o > o.j 5 1 ha ,0 6{440 b ee0 6c1 +0 the sttspeivtoteei c '(he ot b d a-a S�` stems J o � DCI D AMATO CONVERSANO INC. Consulting Engineers Project I bject - L /t• O rt Tj Protect No. 1oaaq By Sheet No. Date —1 4--10 -? c eraa uJi 'mint 258 PUP �rracPi� .�„ �. _� Ca� rau�,�, I,ov� — use 0-(0) loot/ ?lop' la -race& = purl aiduk' c 5 c. L1-) to —t6 VA-6(S . (0/ 4 *' >c)-. = I' > lei a o 7't' - Ce tiM , 4 o-� c /Za /a-c b116 trfti ) .1-4 c�'at,(,u tArk,o o &C a.c k d �w�.;rncj Aeo V t4- ‘Aru-s a`'°GI t\-0)(44'04-4 6 /4V /1%/3 G� va-. h /i - Gt)6l \ArM " `e.t)•e.+n ct, .-d teit Gb cOrletu actAvA(A,-1 i-gPSC- (tc 2,g7( Z,x I /kt = n.2,1- 17'1P- 92,1- pL,c DCI D AMATO CON VERSANO INC. Consulting Engineers Project Subject rn LCa,u� TQ,(G p .9-)&e.. o '� Project No. 010099 By Sheet No. Date So,�,it bes+ (.0a4 s sibl■ e , bovat- '2-3 ps x S, S' /Soot = Is, 4 p(,. '200e) C3 = s,c pic O p s - , 147-ad C Sea) to ) S-� ) 7 1 1 R Tfy (up P T� C � �2 C2,� -,'d x 4- P - SIA-1.--Ve-v‘d-ext ceLLiAkg LCA(kcA/tAct% -- SA6) rvutA4) el e o C' H- Lrlsulcdo �x^rA- Ce ��rt S ((Sy) A4}- SoWb brazes -El LiAnd (cLit N ykrb-cr-dectfet-4„+i) kit DIN (A GOZt6t — 3C 40 20 k\ l m y. T o+ -( 1-it 1,0--oz1 ny2i l oc- ii 1-04 vv tl1 ed votdo I o c, ked p-er I cl gE (/e) C tJ0. 2S -S— l p. 16 " ru_ so,F1 ad1 co i S eW e c>% 4' O rao-- 20, � " • P I /4 c-- c. l'F` '7 s tf = 14.g r s -E . e— reettmkoci cLeetz1 (.ow( ti � pjS� , re. '5 d! S Ao tAi L Let 2. 7 6 1, ()SA- - ' 7)-6 - 41 . L 4-o )S Gtil ow, . o� CI DAMA7O CONVERSANO INC. j Consulting Engineer. Nolte VN -e11-0 V &o-d Str uudw,a--S a-t (o , N F 4 '0 1 .c1 outtAc of +0 P -(i9m C Ad9ro( 04 -tAng4e,o Not a re vi e vt.o pay, S tima-eftkclo_ ck �10 o cl c + -h( sl rrea d cru -eA. at w/ wo-Lt -1-1160 col- , am Led.. Ce.0 23,4 - $ i = / Project Subject T e)e h (iovi Project No. goog9 By Sheet No. Date R -eu-Lcv.) -fin S ln.De d-N-LamriAA1 Ca,. Cc,�l�t ,eyl &W r t,(1= l ma. o�n .!= ?hit el(\ t rtes SzS' -7 Sv o bTi ennui ct wwpn rno-F r,(.Ea d l . = I� a-1';+ ►'oo4 ot,Ea cl Lt-cLA = I ert, 1 Q.4 e a-4,A ce, c - c � 6,lnecr sho p ' Lam-, S fit) Luvvik, -a +- t = 31,s p- 3q,S I o S, 3 7 pt-p- c- l aP , (al 12I- - Ca-fa- I et- 1, 1 2,S S,7 5,0 . so O IL ca u d w ,l- +Y hire- c5 d c�.oss -- ca so kaf W/ 1 o- 4 -f-1 :rreb Pvu-a ,) INA-e_Sryf-e 3-1 cActec t6 CnAtrik Ser T� , OEPTH 1 w" - - . 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C56 4581 ...- ...- ..•,,...._.., • .. ....... .. s� : r 1 r 74 5 2'r 54.E 54 D5647,56? ` '637463.!, �' 67 �• ;,50:�:501j�:52:y�52� ; a56;it56 ;;1�i6L= r,61'; - ni5+.441r tO CO tfl LO tf3 • %60« 6 464 25 34 32 43 28 38 25 34 39 •:52 411.46. 371;43 34 '39 47 49 43 • .46: 39 ' 41 ' : 49. 49 -•52_ 52 ;, 57 -. 57 :. ;_ 60 60 Y 48 :=48' ';: 50- 50 •54 = 54 : -. 57,=' 57 44 45 ' • 46 ' 46 -' 50 50. 's 52:.' 52 4017:44 49 ;,49:: 37 E..4(/' 32;8i42'i9+45 x45' k.'46 . 7� 8 34 l.'::39'1:11-417.!..4V.':,:743,';43': . :60;, `'.62- '64:':'; .. 66. :: .:.681 70 •466 ` X70 ,......,..::F.. • ....;. • 35 47 31 42 766 .M-a f58 ;,6 .. _ . - . = ; ' . _ ... .. .. : _... 31 fL = , _... 35 i:*:40` 32 w 37w 28 37 25.34 DEPTH:•.,14.,,4 -� =1::16'.x. K-f '.18: ••�.. •. ..• ,.. �'s':20 :% �. �` 4�: 2Z. ��� 11,.24:veNttsa+c26v4.s. -''= 28 ^.- . .:: 30. L_: 32•` ?' tti�: 34" 4r.; r, 36.,- r._t:.3ff :.�n:40 rElj SPAN fi 1;18%1 ;FL".,SL± ,F0 -FL :2:-'91Z-.: `F14SL'- F FL' .SL'": '_FL 97 •FL• '51. •� 1._ FL'' SL= • R FL4 "SL"'i',F mac, . i�. ..�SL�FL1.SL'.SIFLa,.SL:.FI'SL: y '�' T ' 268 288 246 246 329 329 285 285 335 335 298 298 342 342 304 304 349 349 310 310 356 356 316 316 363 363 322 322 364 364 323 323 364 364 323 323 364 364 323 323 364 364 364 364 323 323 323 323 364 364 323 323 339 339 301 301 0 Of , at r . : 199`4 1 ;'199° x65;1;165', 132 1=138'; - 2$1 X231:. ;191 219,1 :'180.1160 263 263 274 '274 244 244 ::2057:205" 279 279 254" 254 227 ' 227 285 285 259 259 237 237 290 290 264 264 242 242 291 291 291 291 265 265 265 265 243 243 243 243 291 291 265 265 243 243 291 291 265 265 243 .243 291 291 291 291 265 265 265 265 243 243 243 243 271 271 246. 246 226 226 Cf. ',217:7,2174 183,; 104 i :118' 83 002 68 1: 89 ;137 : :137. :156,.156.: 112 ;118 91 1 .103 134134, ' .1174'117 175:...175 :,151 ;:151 `131 =131 194 .-.194 ' .167.;,.167 145:145 _ 212 212 .183', 183'' 160' 223 223 199 199 174 174 224 224 224 224 208 208 208 208 188 188 194 194 224 224 208 208 194 194 224 224 208 208 194 194 224 224 224 224 208 208 208 208 194 194 194 194 208 208 194 194 181 181 tiNidro ;L32 4341;, '•363 56 75 47. -; 62 39 52 75 90 :: 63 f 0 a 53 70 97 '10 715 81 +91 68 x 31'' 1,1 ; 102 `102; 86 1 91. x128 .128 ; 31 '1D1, 101' 14�.140 71/42 :1111..111 ;153 ; 153:1 . . t35 35 � 121,_'-;121a 165165 176 178 157 157 - 182 .182 168 168 150 '150 182 182 171'• 160 160 182 182 182 182 171 171 171 : 171 162 162 162 162 169 . 169 159 , 159 151 .. 151 ;,322, 34 x36' 146!, c- 31? 131 ;540;..140.. V381 4 2'• 33 45 29 38 25 33 45 60 38 51 33 44 58 k._ 73 50 L;66 43 57 73 f. 82 631- 54 ' 67' 90 ;.9 77 ._8 66 '. 74 99 •:- 99 80 ' 81 108 :108 , _ 89 ` 89 117 117 126 135 135 106.'106' - 114.:114 1221.122 ' 96 f 96 103:'103 110 '110 144 144 • 130"130` 118' 153 153 153 153 138 138 146 146 125 125 132 132 143 143 135 135 129 129 .36 ; 40 ; . 142 44 +• 46;4. 29 39 25 :' 34 37 50 ' 33 ' 44 • 29 38 47 ' ,6,j; 41 •. 55 36 48 58 ' 50 .624 • T48 .1 44 .-' 57x' 69 k 61 1x,68; 53 ¢ 6 2` . 72 ` ° 7 1 63 i!88 :!■ 87v:.8T' . .1 - ,94'4'.;194'/.;.1.0,1.&;101: .80 6^••71 861 9T 927 �, 73'.v.73.:; 79 % -79 '8585' ,•1077107:i • ,98198 •'°.9071 :90. 114 '114 .:120 L 120'. '104 04' 1 110 10" x : 96 •101 -`101 123 123 116 116 107 107 :44:• ;46'' 4 48' ci LIC3 . 47.7.4 WI .LO 3,1 25 34 32 43 28 38 25 34 39 •:52 47 • 42 t .53 38 :..49 56 :63, 50 :; 58 45 :• 54, 66 ,68 ; 73,, 73 .78,-_ 58 '..,, ; :,67 •, 67 ..:72 ....72_ 52 '• 58 60 + 62"...67::'. ::83 ...,88. ; ; 88 .93,x,93• .- 7Z.4.. 77.:,. 8.1. 81 • - :86 86. : : :71• ":::71' ' "'76';76 • 80 ' 80 .98.,,,98 91.: - 91 84'' 84 X50 52` ' 35 47 31 42 766 .M-a f58 ;,6 - :.. .:.:::. -.. : 28 37 25.34 -34 45 30 y 40 27 37 40 �50i; 36 X 4 6 32 x43" 47 -' 54 p'S6 62 • 4 5 �5q: I!'�. ��59 42 �: 0 49 56 Fi - 36 A7.'! 44 �^'S1`1 50 ° 54: 7 - •' 66 `= ° $6:::itipy g "74.41 -va; 3 C. ;�9�.....46:7465-. :� -w ' 7%..- - �.6aW : 69'- 69 y 57 1x4 :; ;:61'^a r 61 ' 6 5r" y 6 5� -- "476: ii.78 y�73r -.73 - .. 68' '68' 56. - '58 , t60 - ' Parallel Chord Open Web Series =:: : \ TJL TM Series TJLX TM Series Load Tables /Snow (115 %) Allowable Uniform Load (PLF) Roof (115 %) Roof (115 %) FL = Flat roof less than '''A" In 12" slope. SL = Sloped root greater than 4" in 12" slope. Notes: 1. Straight line interpolations may be made between depths and spans. 2. The load tables are limited to simple span uniform load, The tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1 "/12 ") with or without cantilevers - at one or both ends. The cantilevers are limited to 1 /6 of the main span provided the inboard shear for can- tilevered conditions is limited to 2,500 lbs. Call your local Trus Joist representative for other conditions. 3. Values in gray shaded area maybe increased 7% (4°%o when MICRO =LAM Ibr. chords are used in the TJLX series) for repetitive member usage it the criteria on page 9.2 is met. 6.17 4., 1988 L -1195 8 / 1 2198 . -2151/ L, . Y _iL1 i i � :::C• Lvit_ irtttK=• IML I rwWtS I P • Z' tr.fC S IT t'�I lAJC3CtE) ST1r= .:1.JtC�'LJF•' S I 14.4C - r.t+ 4 -88 -997 PARALLEL TYPE RJ2 WJ24 DEPTH = 26.00 GEARINB LOCATIONS ANGLE TOP LEFT AT ( 1- 0) TOP CHORD 1 REQ'D 1 -2x4 MSR 2100f -1.BE CHORD LENGTH = 35 FT. 0.63 1N, COP LEFT END = 4.00 PIN TO PIN = 34 FT. 4.63 TOP PANELS 13; 31.7404 2 ROWS OF BRIDGING AT PINS 5 -9. DIM HORI7,'BR6. NHS G= 0.375" L =0.625" DRILL PATTERN TOP = 3L- 80- 31 • CAMBER = 0.77 IN. CAMBER PLATE = 0.02B IN. 3TM.PANELS i2; 31.7404 ;TM LEFT END = 15.87 PIN TO PIN = 31 FT, 8.88 ATM CHORD 1 REQ'O I-2x4 MSR 2400f -2.0E CHORD LENGTH = 34 FT. 'C= 0- 4.0 2 -11.7 5- 7.5 8 - 3,2 10 -11.0 13- 6.7 16- 2.4 1B -10. 34- 8.6 35- 0.6 BC= 1- 3,9 3 -11,6 6- 7.4 9- 3.1 11-10.8 14- 6,6 17- 2,3 19-10. 34- 4,6 , F4014 ir$C$. , TWATSN 1 OR 97c141.= MO. /!.5 6%.r.0 1N. 4.63 IN. 2 21- 5.9 24- -88 -999 PARALLEL TYPE R32 14J24 DEPTH ■ 26.00 T. TUBE REQD /JOIST 1.00019= 41.59 1.000188 20.79 1.00016= 5.20 ) DIA. -GA, HOLES LENGTH TOTAL NMBR DIA. -6A. HOLES LENGTH.TOTAL 1 1.00016 L -L 29.191 1 1 1.00018 S-S 29.191 1 2 1.00018 1 -1. 29.191 2 1 1.00018 0 -1 29.191 1 1 1,00019 1-1 29.191 I •1 1;00019 L-L 24.191' ' "' 1 1.00018 5-1 29,141 1' ' 2 1.00018 1 -1 24.191 2 1;111110001BIUGiSir,24,191146. Ii nfd .rt:,,lA,;. 1.00016 1 -1. 24.191' �1 4 1114'88Vn - " r S p�rYo�Y�auce 161, this ploriuc1, , • / 1G1NEERS NORTHWEST, INC. has reviewed Um aplili+l, .ads only fel cenfnrmance to the construction "v curnerlts and has reviewed absolutely nothing' else, .a N .0 9.1988. • REACTIONS LEFT = 1064.8 LB, RIGHT = 1864.8 LB. B -1195 L -3262 L -4009 S -6171 S 7082 S -7629 S -7812 5 -7630 S -7082 S -6171 5 -4889 L -3263 \ -2151\ -16151 -13341 -982\ -6511 -3151 .... 211 3561 6931 10241 13771 1652 1 / 1 / 1 / \ 1 1 1 1 1 1 1 1 1/ 1 1/ \/ 1 1 1/ 2198/ 1652/ 1377/ 1024/ 693/ 356/ 21/ -315/ -651/ -982/ -1334/ -1615/ L 2364 1 4140 S 5614 S 6705 5 7435 S 7800 S 7800 5 7435 S 6704 S 5614 5 4140 L 2364 SOUTH CENTER RETAIL BL ANGLE TOP RIGHT Al (14- 0) IN. TOP RIGHT END = TO BRG. MAIN SPAN = 34.FT. 4.63 IN. DRILL PATTERN 8Th = 2L- 95- 2L SOUTH CENTER RETAIL BLDG: BTM RIGHT END = 15.87 1.7 26- 9.4 29- 5.1 32- 0.9 1 22- 5.8 25- 1.5 27- 9.3 30- 5.0 33- 0.0 3HT i OF 2 JUN 0 0 19b6 SOUTH CENTER TU) WASHINGTON NOT FOR FABRICATION ENGINEERS NORTHWEST INC. CJOB NO.= 4 -88 -999 NAME =SOUTH CENTER RETAIL BLDG. DESIGNER =DRUG N0. REQD= 1 TYPE =RJ2 FR1, JUN 3" Tg815: 9 :26 PRI= 1 CAT= 2 MATCH= 0 SERIES= 3 PROFILE= 1 BRS.= 1 BLDG. CODE= 1 LUMBER= 1 ROWS BRDS= 2 NO. NEBS=1 STRESS =1.15 CAh =1 MOD= 0- 0-1 -0.0 TLS 4.0000 BL= 0.0000 SPAN= 34FT,- 4.6250111. TR= 4.0000 BR= 0.0000 TL PIE= 4.0000 HALF PAN= 15.8702 BIM SLOPE= 0.0000 DLE= 0.0000 DCL= 26.0000 DRE= 0,0000 DIST L= 0,0000 OIST R= 0.0000 BEARING PINS L B DIST. TL= 1 ;0.5000 0 ;0.0000 BL= 010.0000 090,0000 TR= 1490.5000 0;0.0000 BR= 030.0000 090.0000 TOP PANELS (ND. 9 LENGTH) =13331.7404 BIM PANELS (110. ; LENGTH) = 12831.7404 OC = 32.0000 PSF TOP= 35.00000•PSF 9111= 5.00000 PSF LIVE= 25.00000 ' ' SPAN= 412.6250 BE= 0.0002 ANS TOP AND BTM= 0.0000 C= 16,01 P= 3.91 W= 13,83 Ms 2.43 L= 7.17 7= 43.24 MF= 1,03 LF= 0.20 PF= 1 24 CF =2,16 T= 36 D- 36 5 =17 L =I0 JOB NO. 4 -88 -999 1 PARALLEL TYPE RJ2 WJ24 t 0.C. SPAC!N6 = 32.00 IN, "' CONTROLS JOB NAME 1"HORIZONTAL SPAN = 34 FT. ' 4.63 IN. t TOP CHORD LD. =_ 35.00 PSF_ 1 =TENSION NEB SOUTH CENTER RETAIL BLDG. t DEPTH = 26.00 t BTM CHORD LD. '5.00 PSF 2 =COMP. WEB(L /R) t TOP TO TOP BEARING CONDITIONS t TOTAL LOAD = 106767 PLF 3 =1+ MOM 3 PANEL $ 115% ROOF - 8106. CODE = 1.C.8.0. 1 -• 4 =C+ MOM a PANEL 1 1 101.36% CONTROL 2 3 WEB 2 5 =T+ MOM. a PIN 1F6. PLANT 1 BTM, CHORD SLOPED 0.0000 1N. /FT. t 102.17% CONTROL 4 3 PANEL 8 TOP 6 =C+ MOM. 7 PIN WEB JOIST NORTHWEST CORP. 1MA% D15T(IN.1 OF PINS OFF BR6, SURFACE$ ALLOWABLE LOAD= 40.5P5F= 108.1PLF 7= HANKINSON EQ. 1630 BISHOP ROAD $ LEFT =1.24 RIGHT =1,24 t T.L. DEFL. = 1.12 =L / 368 T- TENSION CHEHALIS, WASH, 98532 1 1 REQD 1 35.0 FT T. 35.0 LIN. FT.t.CAMBER N 0.77 11, = L/ 535 ..... C :COMPRESSION ,. RECEIVED JUN '( 19 W, HUH Lu! SI. CO. A L LUCLMixR' •aTAMr SS To COMrIMM 1MAT TMiii JO %ATI AAA Dii ;owit TO CADAY Tit LWAD7 ItoMM TOM TTl SANS AMO SPACINGS I001CATAO AAWVZ. TNT OTIIOM t.OAi'/ TUC r*OVZDtD 1Y OTUTAA OM TTTth ADAQUACT NAB NOT sago vuRtritO. Ir Tot LOAOI. . A►A•1t, oA SPACING! AAA STCOAAACT OA tWCOMrLATI, poetry MAJTAAM •1000 IT*UCTURAJ. .10C. INMrnXATALT. MIXTMtA TAI TwIlwaAA NOA,MASTTAN •1000 •T*OCTURR.. INC. CAN SL AAAPOAIiiLA ►OA rig OIStQM 01 MAIMIr.e1U &A Or TMLtII JOIST, Ir ALTAASO 01 VITA IM ,AMP MAIM MAMMY% W0T Osamu TrgetrtcALLY o.Y TAAA% CAKULAT1OMB, TOR ART TNT/ AtirQAIi ►LA rot AVV POAT$ON or TAT sorreATZMO ATAUC'VRT. I I rat ■•••••■■■• ••■•••••••■••• .1 1. 1. 5 — ENGINEERS 1 NORTHWEST 522-66981 I 1 I .-1 I 1 ( 1 I 1 I I 1 I 1•••••■•• 3 4 X 31 1 2 116 s_y_t_s7 x ir 6 11 lasic 15 7 --P.— 2%-6 ...-- —05-5 5 • 2 Rows X 0 BRICONC'", E-4 5 25-1412 • 32 8/IMI■•••••••■•••//a• 14–A41.3 • 32 0.C. .- 12 1•• 1 1 1 1 1 1 1 1 1 1 2 2 X U . • •■•■• • . 4 • I•■••••••••■•' 8 3/4" x 391 •. OV/5 ItRt1DOING's ••••■••••10 •••■■■=.... • 11•••••■••• •••■••••• - – • DP110.4........■1 411•••••■ Ow/ 11•••• 040 wit Vs fro ma • •■•••••• ••••••••■ rn x 160 00 • 32 3/4 X 18 • • • • • • is–R43 • 32 O.C. 111111 ' sir 01•••••0401 :•••••■•11. 4 f:73 14 '11 DCT . D AMATO CONVERSANO INC. Consulting Engineers STRUCTURAL CALCULATIONS • • • • • • 0 for McCaw Cellular Communications Tenant Improvements for Southcenter Retail Store D'Amato Conversano, Inc. Structural Consulting Engineers y P CON� �•• A .FW • . • z : i 355 , n tST�p�Q.•' •... �� Ka J: G AL tsm�:.n June 22, 1990 610 Market Street, Suite 200 Kirkland, Washington 98033 (206) 827 -2238 FAX No. (206) 827-8986 _J DCI DAMATO CONVERSANO INC. Consulting Engineers Project' Subject wfe)-1;wii 14,&R) k s h ?rI -} c,o-W7t = 2b I.F a t4-9 -1.3, - fra4 - ( ) Desi'cr S ��l(u,lati Ors bo Protect No. Sheet No. I°'5111 Il 14.9Dt (A4Aatil lAri/rCi LATZ k Dote (0— - e - 12 a/c. ( LoA atei 1 19- Porn / `h n 6o S t o l vines 9 )519, ( ' std Pc = tZ12I VAz OiL 0 oo. to -tip Su-e) wl -v 20 3 ac.e �1nr�,� -� hotai Vc_4(1,0_64;t1 x -Z 14. 74 o > e-d 'Ti hxo 4, b ee A•ee v c{ st. sp.ovtof e4 c '111 55vueriArize 15 ()-t I,U brat&ci DCI D '4MATO CON VERSANO INC. Consulting Engineers Project I bject 6 e-11 ()AzzA. D ct T� cow Project No. C IO qq BY Sheet No. Date 10 - 14--lo OyaAFIA1 lioAC(si, • w bintitik rcgi� -2 2qQ, 1( Ludt (AV 1 21U ti5, 8 pup Ch2e) arrav/a .�y„ �e2�pvr�, � C`ww+� Vuit,q1 use c7-(°) Igo loo v -�� lb -z Els NJ' Wo 'r 1a-race4 = I7-vc7 / 1 Pu .(9c. 6b t L1-) i.10, 10 -Uo QUA . b x•)-- = 1•iS > lei a o k £o;, by (,e^tittiiu,W. vi ' t A Wx VA w 4e \ o t*OV -a. i0 cutta.c.ko d r - 1Aminc( t21c� V(4 a, lozcaI vo-s o cl -- to %t- "U o ` j .2Gfi;rv- ow. hinual vv *-ex\ adgf itel 1)\-Vre--0 6 14-raho act,2,4 /i -g W-x 1, x 2 tic - t- 2,%7( 2 ' x l/ t �2,�- pi/P- 9 7 ,q- pL DCI D AMATO CON VERSANO IN C. Consulting Engineers Project Subject s 0 IYl cZavJ Te t n In oyLe. best Locc61 Ste cb't -c(4444 bad. 2.2 s.s' /mat = 1s.4 pl1E .20096 nA ta-i S-I,,t L , C D 5- i4& t ) S, C �� 1 20,4 Luzi4 C Seale ) • Oxts Staite T(G- ev-eA, rvuA -0 h�.Q, 1 eil e L l 9'' 1) h cyisu I &ovi (91 0. 2) ex" ce J \i s yc+e,+»i Project No. al ooci By Sheet No. Date 10 17 - cLak So , ;-b pv races -L-72 LoAcLe r5 (CL t6 o trot t -ZO Lbw . 'To i AI l4ue(= e{—o fl ) j I nc ro4 edl e), LJ(L) I o c- kkect l ct gE (i C.' that,. !Jo. 2 S- S— l . 1 (a I I. — (Yue_ So t.:e £c Go i S S reP-el 4 a,t( -- , , 4- fi S I l' = 14. S r S E"- re ; t uil.o ol eLea_cl U77)4, �' ► , + ti pc4- ( — rE.. e c! S . 2 7 c l , C es a.k •z- 4—o )Stilow. DAMA7O CONVERSANO INC..j Consulting Engineers DCI Project Subject f�l - Ca..uJ x` 2.,1 e b o vt e, p_eu -nn-e. S(4.1 rJ— vv Ca,,.C(A ,i1,e Bu. p t4 So-r .eX-i (+mol • Tos 1-1 S , � S J l - Fmrncui\i" n ?)Y 4 °Vt i i Fn t rtee/rs OW r,C,ca.6l . — ■• Tr,A.uo cic -v;-1' rya - c to cl Lme4 = 16zo. cam pl= C re4 c ct.4a�.i/\eci skto p , C- c, slap.. 7 = l o s, 3 3 pt-P- l 1 (o 7 I2 L 4. c(-c NCI e, V 1i IA/615-a Strudw,,2-5 c_t I ovw s 5 P5 F deaf `oin c tt acK0. o G V t9-)v{ 04 . . Nom vi e,vtz �W & S of o` GI via 1 o % co/114u -I- - h ( Sp-i'ead ov-ei -- S "- VJ� wt� L 2 i'�i� o carol J-Lz Gtma mods. 1m 2. 4-/ g 1 _ So. �ol� b-e.co va,e, ck wtil i- -I 4 line- TuLt d doss -k s u,4ia.e is z �c . Sara c� cUso half w/ o 0.6 ) k.CuRto Oi - (1 7 ?C '1Yq,44 S -Gv- is act ectv tc O- �-- S e� Z , I�g 2 , Project No. I By Sheet No. Date 1,0 —IC10 D EPTH 14' 16' r 18� " •_ . , 28'+.vt*n 30:o> texe:32 �►nee+ra 34'm�xeu 36 ',er - rw r 38•ne 7N'S gp ,1.drat,: A Clikt4Y ri.•w' e iN�• '',' ' i f••. 1 :Wg' ; �' •• - +I :; t dN` :' 14f • • • . ! ?•.r�• ,, k , r z t•1V:: :0,,vR. -' •Y 11MM' :.:..::•20 . ,, r .....:22 7. c» 24.»� .:: `26J ! :SPAN Fit SL• ::: FL:7 .SL" ..FL '.:SL4 .FL'.:S1.4.FLt;:St:.=4FL SL'} ;FL 61:1; FL ;SL..-':.FL'. -„0. 11:,E . FL `t;SL,, *FL'.SL•. :tF ;,0L`l,': - 1.14:.: '!'16.1 144 16i 323 323 260 260 354 354 354 354 297 297 330 330 354 354 337 337 344 344 337 337 344 344 329 329 344 344 329 329 ' S L : 356 356 316 316 =: FL: �.SL,^- - 363 363 322 322 . FL_" =SL 364 364 323 323 364 364 323 323 FE.4�; 51 = 364 364 323 323 F '" SGA 364 364 323 323 • ' co ViIttn-a• 217 217 179%jj79�';.'20 1 49 � 247 247 276 276 1 '722672267250'2501 1,7.1 '092192: 304 304 `;213 "213'; 323 323 275 275 ". :2337,2337 323 323 298 298 253 253 329 329 311 311 272 272 335 335 319 319 290 290 334 334 316 316 299 299 329 329 316 316 299 299 311 311 310 310 299 299 304 304 304 304 294 294 298 298 289 289 283 283 285 285 284 284 283 283 118 . ° 20:; :22•! 424�s X26; 1`28 121.127• 96.106.. 77!: '• '145 145 163 163 L123.123 .: 140 140 103 107 -122 122 181 181 '156.156 :136 136 .199 199 :.171 171; ' 151 1517 134131 ; 116'116 r f 102•;102. r; 112 ,,, -96,, 96- 83 :86_• 714'".74 ' _ ^; ... . ... 216 216 .187 18T: 163 163 1 4143:143 4129 1121 ,100.100 •`• 91 '. 91 ;• - 84 :'' 74 78��',; 65jF71;�q . .,.t._,65 • 57 t;6 233233 '201 201' '• 176 176 • f 55z1.55E: 143 , 122 :.112 TN : := 98. '8 93 ;8 8.1 ,74, x 74 ?":1(;.80186*::},x �; 6 5".•s 249 249 215 215_ 189 189 166;,J 6 • , ;147,1472 4131;131s 119 119 , 106 106 ' . 96 96 88 86 266 266 230 230 202 202 ;x 1. ;; .7 ,158,'158 *148i148 .130 130 ' 119 119 '111-111 .101 10.17 274 274 274 274 244 244 253 253 214 214 224 224 189 189 200 200 ,167; l67 8 178 157x157•; ;138 138 : 141 141. 1 121121 - :129129` - 114114..117117 -1 On 05 ;107. 107,'' y.,90 ,:90'L�•:j04:104L2104•:104 6'x. 86 : , 80: rr8 . .. r; 79: :.79 , ;768'. 68. r 76• :: 76. 62' ` 67 .•67:_,F 274 274 252 252 235 235 207 207 • 186 186 168 168 • 156 156 . 134 134" , 124124.'127127: `11'2?112':.pia �,9Z= ;94 ;; 83 83.. x • 76 71' 7.1" 273 273 252 252 235 235 216 216 191 191. 169 169.. 158 158 139 139, :118:41124:124 105:,105.1 a: 99: ; 93 :93 ;;: 80.'.80. x: 74':74" 257 257 252 252 235 235 219 219 200 200 180 180 157 157 147 147 139 139 1:10 ,10' ",105�05': ,. 95::95 ;:'90:,90 7 78`.78 _ :36; '381" 740•' ;•42''• '44 '4 6 ;48 ; ',50 152 r1 al. to o3 c‘i •••cc CO CO 0 CNI .q• CO co CV O•S 0.1 csi CO CO to CO CO .1; fO'' •01 •Cf tr, LC) • in :17. cS co, g .u.vs•irtr 212 212 223 223 199 199 174 174 ii06 11054 90E94 :750.88 64:- 54'' 65 46; 62' X1.19 ; 119 .1051105• ,., +9242~ 80: 82 681 :77.: 58 68• `43611 '38 40' 4427 ••44 r 46 a ' • "' • '� :.... = • . - : . `...,..:... • .' ". • ;.: ;.:. -" : r.69 69, „n.74�7,4��80;i, ;: 64 - 64: ': 69',: 69.4.74 !: 59 59'•• ' =•63::.63': •-54 54`• :'59t: :59::^`'62-` F48 x60+ ::52'1 ki;ttr':1'; ' 75 rka.9 ?� Mr.•' '1• . 63 80; 53 ' 70 97 103 . 81 X,9,,�1 { . 68 f?.81k ty5 •,1,15- 1� 102 p1024 86 , r9.1 t �: .:: . . „ ,:: r: • , i :-: : .4., ••••-, W • i: -is'y ..::. '..i :I-. -•:::. F.;:: :., rr:-..:!:::•.: .;•• .• 3 . :':-.'..(- •; ; •:. • 50:„.55: 59. 60.j 454 :� 4'56 58« - �j , - . r„ 4. .7 t +r : __, _ ; }: - _ :• '; ,' • - a, 49 g _ 54'' 0 .5 4 '44 �" 5 01t - .. , .« . ''' ,.. •. 6 '4 41 _•..46. 37 ft.'43': 34 r 39.. 31 i 2 - a! S7 F `5lafr6262ar 4 5 , 5 � 4¢''.� uY50V.58,j,a1a5 47; 49., 43::,46'..1.1.:46448.: 39 ` -41' • 35 ; 40('' '3 t37; .� ?;65 . # 65 5 ,56 63,; •54.4.56X •:. 49. • 49" ...52..52: :';•50.50 • 44 :'45', ?' 46 40 E42t_� ;44' :4'%t•?S 37 40' 2 . '42• 34 gata 3853n 69m. 6 ' - 65. i x61:6.01:0,:1,6 •,:•,•.57 ,:.57.: =: 54.-454-, =' 50'' 50.'" "' 471 G_ T 5 5 9 � 7 ;•'411 ^:722r '#, �� •Z ,67 6.' : 63 ' 60:: 60 . ° 5775' :57 = 52':; 52 '49t 4 46 4G. ..f, . 43'• 4; } `•. 587 .; 60.r: i..62.-!-: =: 64.. :66".'. < .68z ':..701 6 3-64, • 4. CO i=1 1/3 LO 1•••• 73 t:.82 63 p. 74:: 54 ' 67' 90 ':91 77 ': 66 .74 DEPTH; ;14 16 •max ..18Y,.<vc,, :20.. ; ! ,,:.22r•.c .~.4:24 : : ..•2ti 4.tw !,:,-..28 7 .._!:30' :.', °! =� = 36 -i • :.-:.38.;r _ - •.x40': - re SP ;FLT 54 ; FL sL ;;,FI; SLi . = :. sI Ili 342 342 304 304 ' , FL - : ' .F L ' :,. 349 349 310 310 S L : 356 356 316 316 =: FL: �.SL,^- - 363 363 322 322 . FL_" =SL 364 364 323 323 364 364 323 323 FE.4�; 51 = 364 364 323 323 F '" SGA 364 364 323 323 'r Ft SL''� 364 364 323 323 ` t �''SL�. 364 364 323 323 ':FL : SLt' 339 339 301 301 : VI-167 -18; 288 288 246 246 CV CV 0 CO •cf• CV CV t • y CO 329 329 285 285 335 335 298 298 0 .C4 CVACV nny• Jra.. k199 1991 ;, 65 r 132 Mir,,: ft 231'( 1 91�; 19 y 9'2.1,.�,2JT„ if.. 1601 .1t - 0:`, 263. 263 183 1'83 274 '274 244 244 279 279 254' 254 227 - 227 285 285 259 259 237 237 290 290 264 264 242 242 291 291 265 265 243 243 291. 291 265 265 243 243 291 291 265 265 243 243 291 291 265 265 243'''.243 291 291 265 265 243 243 291 291 265 .: 265 243 243 271 .271 246 c. 246 2� 6 226 .8trz4,r44. ii,g"1:•!? ;2020".. CV 104 i ;118' 83 002: 68 1;:89' y 137.:037; 112 + 118 91 `. 103 ~,1567x:.156. 134 '. �117�' .175::075 ;,151; 4151:, : 194-..194. ',167„ .167. ;145 .145: 212 212 223 223 199 199 174 174 224 224 208 208 188 188 224 224 208 208 194 194 224 224 208 208 194 194 224 224 208 208 194 194 224 224 208 208 194 194 224 224 208 208 194 194 208 • • 208 194 194 181 181 • •{1....irO CD:03.0 c•,1 EN: co if 48 . '160''•160. X32; '36' 56,; -.75 ; ' 41 �';` 62 39 '• 52 ' 75 rka.9 ?� Mr.•' '1• . 63 80; 53 ' 70 97 103 . 81 X,9,,�1 { . 68 f?.81k ty5 •,1,15- 1� 102 p1024 86 , r9.1 t ;126 126' a M r16f13 173 •- r .70{ :10j, ^ 140; ` d � ~.. Al :.12 r+^.a '42 '124 1111 t11,4 n153`.`' .m.. h133. '73rt�Y'F•r•.•5 51 :_1a1 t €121 165 165 178, -.178 157'.:: • 157'•.157 140 182 ; 168 :;168 150 ''''150 182 J1 182 171; =,171 160 60 160 •182 182 171, 171 162 • 162 182 . '171 :171 162 - 162 169. 169 159,159 151 ;,321„ 341 536' ~ 146 't,146.204 3iY& 1 31',194l *!'38(; 40. "42 33 45 29 38 25 33 45 60 38 51 33 44 58 v :73 50 6. 57 43 57 73 t:.82 63 p. 74:: 54 ' 67' 90 ':91 77 ': 66 .74 '.99�z 99. ;t ,90a.90' • 80 `'81' •108. = ' : :`98: 89; "� 89' .117 -.117 • 106:.;106' ' 96 96 ' 126;: 126 :. ; 135 ' ; ' 135 .114 x 103.`103 :122.022 110:'110 144 144 '130w130 118118 153 153 138 138 •12 153 153 146 146 132 132 143 143 135 135 129 129 ; ,38. X40; 142 . 29 - 39 - 25::: 34 37 : 50 '• 33'•: 44 29- 38 47 r'',6]i ='41 •;, 55 36 48 58 - ..,i,61',$ 50' •-..-62,-, � 44 577 , 69 17 61 t-68 53 62`• ]� � 81 72 74 63 1;, 68. _5 , 87, 8Ti r 80.:.80 , 73' 1 1% 94`, .; 94; . 86�,A :.79'1.:5.79 . :;101 101;; X92 {rv 92r _857 .•85. 4.0 ,+98 98 1 90"' ':90? . x104 l 'I0 4' ; ui96 ;96 110hi107 '.101x;•101. 123 123 116 116 107 107 44 : _ .46" •';48' 0 t17'2 :Orj 2. .tt - u3.;10. U 25 34 32 43 28 38 25 34 39 is 52: 47 : ::.57 42 t' 53 38 ::•49 56 :• 63. 50 ;; 58 45 • 54. 66 ; 58 - 52 : 58 : i . : 73 •: ; 73, ; ;;; 67. :.72 60 ' 62: ;,78,;,:,78 ... 72•..= ' '': 67' 83 ?, 83 77:.1`77. :. 71•'• - ........88, ;; 88. ;.: 8.1 _ 81:: • "76 ' 76 ; 93.:;, 93. : 98.. ;, 98 86::': 86: ; 91. :: 91 • ° 80' 80 • 84.4. ;50. = 52F. ' ., 56' ' • • " 60 • 35 47 31 42 .56s N1 i,..60.. .....•: _..._...... ? .. �... : i:. . ...,..., ,; • .. • -= ! ;._i �•. .... _ .," - "' 28 37 25 : ••..34 - 34 , _. 45 • • 30 •• 40 27 37 40 t_50t 0 ..g ..36 46' 32 t'43 47 u: 4 + it ." k. ,.v 42 ex50a 38 T47i? hi 58q 54 tr.._ 49 t~54� ,•*• 44 ri17 aJ � 62 f1"^6•" ' 56 Fi58x { } • 50 54 : ,. .. l J,a :lt'. X661 �:62 62e'sfi "" +•c 57 }.1c4' r i ._. Q :.r t y7 0i, '} t.?......�. .: _ . ., a tt..rlt 61 ':61 _ 10:i-.11742f1;281 ...; �69:e• , d . . .0it.7 3 . .P.:: x130.'` . rt ...,y I' 65 65:. • 68. :V:68' Parallel Chord • Open Web Series /\%\%V TJL TM Series TJLX TM Series Load Tables /Snow (115 0 /o) Allowable. Uniform Load (PLF) Roof (115 %) Roof (115 %) FL = Flat roof ess than Ye" in 12" slope, SL = Sloped roof greater than Ye" in 12" slope. Notes: 1. Straight line interpolations may be made between depths and spans. 2. The load tables are limited to simple span uniform load, The tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1 "/12 ") with or without cantilevers - at one or both ends. The cantilevers are limited to h of the main span provided the inboard shear for can- tilevered conditions is limited to 2,500 lbs. Call your local Trus Joist representative for other conditions. \ i • 3. Values in gray shaded area may be increased 7% (4% when MICRO =LAM Ibr, chords are used In the TJLX series) for repetitive member usage if the � criteria on page 9.2 is met. 1 6.17 • ar ,K,r .T Y •u "� aN 3, 1980 JOB N0. 4-88 -999 JOB NAME SOUTH CENTER RETAIL BLDG, L -1195 B / \ 2196 , -21511 - yL1 11.; tIY+ uvit_tr< IYVK I MPt-b t ,GG _ 1X31~ - Y" C F t'�I ( • 1 C3 CP XD T F J C T L.! F;•(" ; r` E 5,741r 1 ric■ :... TtJAI..A 1 • PJ r ClFl .77 TI �•t. -,tea, i� "C:, .�._�.,..�__ -__ - .. ...._ t . .....,_ .70B NO. S 32(29 JUN 0 1968 SOUTH• CENTER RETAXL. BUILDING TUKWILLA, WASHINGTON NOT FOR FABRICATION ENGINEERS NORTHWEST, INC. CJOB NO.= 4 -88 -999 NAME =SOUTH CENTER RETAIL BLDG. OE5IGHER =0005 N0. RED= 1 TYPE =RJ2 FRI, JUN3 19M - 9126-AM PRI= 1 CAT= 2 MATCH= 0 SERIES= 3 PROFILE= 1 BRS.= 1 BLDG, CODE= 1 LUMBER= 1 ROWS BRDS= 2 NO, WEBS =I STRESS.1.15 CAh11 M00 =0- 0 -1 -0.0 TL= 4.0000 BL= 0.0000 SPAN= 34F7,- 4.6250111. TR= 4.0000 BR= 0,0000 TL PTE= 4.0000 HALF PAN= 15.8702 0Th SLOPE= 0.0000 DLE= 0.0000 DCL[ 26.0000 DRE= 0.0000 DIST L= 0.0000 DI51 R= 0.0000 BEARING PINS 1 B DIST, TL= 170.5000 070.0000 BL= 070,0000 070,0000 TR= 1470.5000 070.0000 BR= 0 ;0,0000 070.0000 TOP PANELS (NO. 7 LENSTH)=13831.7404 BPI PANELS (NO, a LEN6TH) =12331.7404 OC = 32.0000 PS5 TOP= 35.00000•PSF BTM= 5,00000•PSF LIVE= 25.00000 • ' SPAR= 412.6250 8E= 0.0002 ARO TOP AND BIM= 0.0000 C. 16.01 P; 3.81 Ws 13,83 Ms 2.43 L= 7.17 T= 43.24 MF= 1.03 LF1 0.20 PF= 1.24 CF =2.16 1[ 36 B= 36 5 =17 L =10 1 PARALLEL TYPE RJ2 WJ24 1 0,C, SPACING - 32.00 IN 46.0-" MFG. PLANT WEB JOIST NORTHWEST CORP. 1630 BISHOP ROAD CHEHALIS, WASH. 90532 ' . I DEPTH = 26.00 t BTM CHORD LD. e, `5.00 PSF 1 t HQRI2ONTAL SPAN = 34 FT,' 4.63 1N. t TOP CHORD LD. __ 35.00 PSF t TOP TO TOP BEARING CONDITIONS t TOTAL LOAD = 106767 ELF 3 1151 ROOF - BLDG. CODE = 1.C.B.O. 1 -- 1 t 101,361 CONTROL - 2 7 WEB 2 I BIM, CHORD SLOPED 0,0000 1N. /FT. t 102,171 CONTROL 4 ; PANEL 8 TOP tMAX DIST(IN.) OF P1H5 OFF BRG. SURFACE( ALLOWABLE LOAD. 40.5PSF= 108.1PLF I LEFT =1.24 R10HT =1.24 t LL. OEFL. = 1.12 =L/ 368 2 1 REQD X 35,0 FT ■• 35.-0 LIN. FT,t.CAMBER • 0.77 IN. = 1/ 535 ,.... REACTIONS LEFT = 1864.8 LB, RIGHT = 1864.8 LB. 8 -1195 L -3262 L .4889 S -6171 S =7082 S -7629 S -7812 S -7630 S -7082 5 -6171 S -4889 L -3263 1 -2151% -16151 -13341 -9821 -651\ -3151 .... 21% 356% 6931 1024% 13771 1652 \ / \ / \ / 1 / \t/ \ / \ / \ ./ \t/ \ / \ / \ / 2198/ 1652/ 1377/ 1024/ 693! 3561 21/ -315/ -651/ -982/ 1334/ -1615/ L 2364 L 4140 $ 5614 S 6705 S 7435 S 7800 5 7800 S 7435 5 6704 5 5614 S 4140 L 2364 4-88-999 PARALLEL TYPE RJ2 NJ24 DEPTH = 26.00 SOUTH CENTER RETAIL BL REARING LOCATIONS ANGLE TOP LEFT AT ( 1- 0) ANGLE TOP RIGHT AT (14- 01 TOP CHORD • 1 REQ'O 1 -2x4 MGR 21001 -1.BE CHORD LENGTH = 35 FT. 0.63 111, (OP LEFT END = 4,00 PIN TO P1N = 34 FT, 4.63 IN. TOP RIGHT END = TOP PANELS 137 31.7404 • 2 ROWS OF BRIDGING AT PINS 5 -9. BTM • HOR1Z, BRG. TO ERG, MAIN SPAN = 34.FT. 4.63 IN, PINS S =0.375' L =0.625" DRILL PATTERN TOP = 31.- 8S- 3L DRILL PATTERN BIM = 21- 95- 2L CAMBER = 0.77 IN. CAMBER PLATE = 0.028 IN. 8TM „PANELS 127 31.7404 RTM LEFT END = 15.87 PIN TO PIN = 31 FT. 0.88 1N. BTh RIGHT END a 15.87 ATM CHORD 1 REQ'D I -2x4 MSR 2400f -2.0E CHORD LENGTH = 34 FT, 4.63 IN. ' °C= 0- 4.0 2 -11.7 5- 7.5 8- 3.2 10 -11.0 13- 6.7 16- 2.4 18 -10.2 21- 5.9 24- 1.7 26- 9.4 29- 5.1 32- 0.9 34- 0.6 35. 0.6 BC= 1- 3.9 3 -11,6 6- 7.4 9- 3.1 11-10.8 14- 6,6 17- 2.3 19-10.1 22- 5.8 25- 1.5 27- 9.3 30- 5.0 33- 0.8 • 34- 4,6 - -88 -999 PARALLEL TYPE RJ2 W324 DEPTH = 26.00 "T, TUBE REQD /J01ST 3.00019= 41.59 1.000181 20.79 1.00016= 5.20 1111BR DIA. -6A. ROLES LENGTH TOTAL HMBR DIA, -GA. HOLES LENGTH•TOTAL S -L 29.191 1 1-1. 29.191' ' "1' L -L 29.191 2 1 -1. 29,191• • 1 1.00016 L -L 29.191 1 1 1.00018 2 1.00018 L -L 29.191 2 1 1.00018 1 1.00019 L -L 2 9,191 1 •1 1:00019 1 1.00010 5-L 29.191 1 ' ' 2 1.00018 1,I111100016a; &;SFr,Zq,191K. t1 (101 •tl: lk°. .� 1.114'88q11 ?? ?oMtance l c i this pioducl. +1GINEERS NORTHWEST, INC. has reviewed tie eppliu .ads only for coninrmance to the 'construction "ocuments and has tevtawed absolutely nothiag•else. .1N. { }9 •1988•. ,�� �... • SOUTH CENTER RETAIL BLDG'. SI-1T 1 OF CONTROLS 1= TENSION WEB 2 =COMP. WEB(L /R) 3=1+ MOM 7 PANEL 4 =C+ MOM 3 PANEL 5 =1+ MOM. 7 PIN 6 =C+ MOM, 3 PIN 7 =HANKINSON EQ, TeTENSION C =COMPRESSION ,. R CE.IVI✓CD JU(4 '( 198 W N • Kt LMCLW[[AS•STAWr It TO COOTIAW TWAT TMSII JOISTS AA[ OSSION[O TO CAAAY TS[ 40A01 I[OWN rvA T[S IrAW1 »O I►AC1W01 1No1CATIa mars, rim Ors1ON 1.0/421 WP.t rAOVIO *O 1Y OTIIAI AWO ?[UM ADIOUACY OAS WOT MOIO VSRIrI1:0. Ir TOL LOADS. ATOM, OA OTAC ;MCS AAL IWCOLASCT OA IWCOMrLCTt, NoTIrY WLOTA.N W000 IT*UCT-UAt1. •1 NC. 1WNSO IATIL,T. OTITMLA VA* p41MSSA MOA,WAOTSMM WOOD ■TIUCTVM[1, IOC. CAA SC ASdpow11SL[ MCA TSS Ot)IOM OA WAA,Ur•CTUA[ Or TYCSS JOISTS [r A•TCA[O 01 U1[O 1W .AMY•OTN[A NAWMYA WOT tmOWM S►[C1r1CALAY ON OOOOO CAI.COLATIOWS, MOP. AA[ TOLL' ATJ►ONIISLL TOA AWY ►OITIOM or TTi[ IUrpOITZOO ITAQCTVAS. • ,'::. ' •; • 5, ' 9 i ENGINEERS NORTHWEST 522 -6695 1 ';. 1 :1. I 1.1 1 26 1 1 I( "`i { { { l x 26 —R..12 i sz'o.a n 111111111I 32 Q 3/4 X 31 1/2 ' 1 2.- a1A A.. ,l2'4,C, .. rs N cS • 35' -1 1 • ( 0-4 5f 4 M r11 14 --RJ3 • 32 O.Q 0 x go 1111111111 11 63/4'X36' 2 on 2 X 4 BRTDdCG '. — • cg X _7 • M7 32' 32 •. 1 e 3/4X16 • 6 —RJ3 • 32. O.C. 1 • s; • i 1 TO: FROM: DATE: SUBJECT: MEMORANDUM . 5 -2 -90 (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. Vanousen, Mayor :eOI — RPCP4)\ 91V1 adeittrgeti �' FD.A6 4t Co- N -qo DATE � 1_e J09B N . . ATTENTION & RE: ay ''' TO (206) 453 -5995 Fax (206) 646 -4319 P' P co/ 1 va Pr-*.ce /'.42/, 4'J 9 ?k ! :i: , WE ARE SENDING YOU ,'Attached ❑ Under separate cover via COPIES KOHLER ASSOCIAT' ARCHITECTS & PLANNL o PS 1380 112th Avenue NE Suite 301 BELLEVUE, WASHINGTON 98004 DATE Ctig NO. 19 ❑ Shop drawings ,$Prints ❑ Plans THESE ARE TRANSMITTED as checked below: g For approval ❑ Approved as submitted ,®' For your use ❑ Approved as noted ,B( As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE COPY TO Jat CJXAf/ G C J pt /iJG c!ep If enclosures are not as noted, kindly notlty us at once. 1,[nriac DESCRIPTION SIGNED: the following items: ❑ Samples ❑ Submit ❑ Return ❑ Specifications ❑ Copy of letter ❑ Change order ❑ ❑ Resubmit copies for approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US G 40 , REMARKS / /v/ , 'o/l R,if r ?a * co,42' c//4 j 1 p r P P 4 r cg// /A/J PAW/ / '9X1 C.,./.100 4.67z4/ v 7 s� ,� 44y-/A/ arias t, P& L it A i iar G4/4 PE.W fop- ot,�",J 4 iu,6 I�/)/ o R. -dsc 4650 vorr rlt ,1T 4 ) W/tava l?2o fl 4r 7 41 I/4 ,L64.) /fres f, C,J 7 /z/idit f✓P /d ( 4 1 4 ) '9y Plan Check #90 -047: McCaw Cellular 16901 Southcenter Py THE FOLLOWING COMMENTS APPLY TO AND ECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER YQ 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing ,,cmit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 °4732). 3 . Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4, All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either Ine owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBG), B. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 9. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 10. 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. • McCaw Cellular Page 2 11. All 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 State Regulations for Barrier Free Facility (1989 Edition). 12. 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 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 _X._ „ 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 BUILDG PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING (D oo? PERMIT NO. DATE ISSUED: PROJECT: 16901 Southcenter Py McCaw Cellular CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMEN INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the sarne 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 rnechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must bo installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 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 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 041211102 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing V 8 Insulation 4 9 Suspended Ceiling A 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 417 BUILDING FINAL PLAN CHECK NUMBER q0 -041 $ PROJECT: G �LLLO U �l/,Cl THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER \ Sa No changes will be made to the plans unless approved by the � Architect and the Tukwila Building Division, Pluabing permit shall be obtained through the King County Health yyyyyy� Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732), W Electrical permit shall be obtained through the Washington State VVVV����� Division of Labor and Industries and all electrical work will be inspected by that agency (872-6363). 9) All mechanical work shall be under separate permit through the VV - � City of Tukwila. _ (/3') All permits, inspection records, and approved plans shall be �/w/ww� posted at the job site prior to the start of any construction, � ' When special inspection is required either the owner, architect or w 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. O All structural concrete to be special inspected (Sec. 306, UBC). All structural welding ,to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). O All high-strength bolting to be special inspected (Sec. 306, UDC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. O Readily accessible access to roof counted equipment is required. 13 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 have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recoamendations given in the soils report prior to final inspection (see attached procedure.). Q A statement from the roofing contractor verifying fire retardancy of rook will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). 18 All food preparation establishments must have King County Health Department sign-off prior to opening or doing any food processing. Arrangesunts 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, O 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. O Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. f 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 wait presuming to give authority or violate or cancel the provisions of this code shall be valid. 4, DATE A R 7690 1518 ENGINEEP'= NORTHWEST 522 -6698 FAX TRANSMISSION COVER SIIEET TO: C i De, CF" ATTN: " C`at c � lJ 1 C1 7 JOS: M A cfM.3 ; t Z NUMBER OF PAGES ._g (COVER SHEET INCLUDED) SPECIAL INSTRUCTIONS: ENGINEERS NORTHWEST 6869 WOODI.AWN AVE. NE, STE. 205 SEATTLE, WA 98115 FAX (206) 522 -6698 4,53- 833 IF YOU DID NOT RECEIVE ALL PAGES INDICATED ABOVE, PLEASE CALI. ?M ((— \.// _.. AT (206) 525 -7560. P.1 APR 12 ' 90 15: 19 ENGINEERS NORTHWEST 522 -6698 P . 3 • ENGIN( :RS-- NORTHWEST c P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (208) 522.6698 Joe No 6 71 ' 3 L Jon NAME 'CO ( - ii __L tr/' SUSJ ECT it E Mf3Er 4 / z " x 'a �.._. / 1- 1)4 PAgA6o4.� F S)r / o 1, 5. X�X - 5" rmP r3 o7 - : (aF f3M.., DATE 4-6, - SHEET OF 1 BY P 76� PO440— Lzet i CEY" T �, )t.1 /11 o ide OF PPS, IJEI_., /LE& 3Ase it 6 X v Li/ 2- 3/ PAP-A.601.n ice, E fr-mareo IM �J. Ai.J -tG OFP4 ?VI APR 18 '90 15: 19 ENGINEERS NORTHkIEST 522 -6698 ENOIN IRS- NORTHWEST Fr P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. egeg? 00Z -Joe NAME -=r:, .�T1 \ CE J7 lL P -- SUBJECT l� s 'Lu ?� r. i . {yele 1394444 I%12- C.U. ' c )U - }J 6 11.3 PA #j£L .. R cop 114,Ev. C£ ►'-o "� FULL �` P7, 04 1- - 4 P.2 DATE 6- 9G SHEET 1 OF BY P44 V. 6xxi/z/ •T� City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -047 April 4, 1990 Re: McCaw Cellular - 16901 Southcenter Parkway Dear Sir: a Gary L. VanDusen, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. 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) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Page number 2 Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 4. Automatic closer shall be acitvated by smoke detectors installed per N.F.P.A. 72E. These detectors shall be connected to a fire alarm panel. The fire alarm panel shall be tied into a U.L. Central Monitoring Station. Submit plans for detectors and panel prior to installation. 5. Each circuit breaker shall be legibly marked to indicate it's purpose, (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 6. All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 The Tukwila Fire Prevention Bureau cc: T,F.D. file ncd Gary L. VanDusen, Mayor -10-90 TIDE 14:Z8 JE CUMM I NG CORP. P.01 AE Cumming Corporation FAX TRANSMITTAL SHEET Please deliver the following pages: To : Firm t't 'TU IG J I La, i, ; ; : Location: Fax From: Total # of pages (including transmittal sh0 1, 7.r If you do not receive all pages please call as'soon as possible. JE Cumming Corporation Phone: (206) 881 -5826 Faxi (206) 869 -9724 Transmittal Date: 4):o �id Transmittal Time: '22 4-n• pf1 Memo: - 1 Y 001- CO0\1W.,a► tj �• ``f�)! 1 ,_. i P.C), Bo\ 658 • I46(12 NE VSil► • Redmond, WA 981173 • (206) 881.5826 • FAX 869-9724 rp..,. :;a „ I•' �i4'i;,; { ?I,J;F 4 ►- R-10-S0 TUE 14 : ?9 JE CUMM'i I NG CORP. r r P . 0 2 KOHLeR ASSOCIA ARCHITECTS & PLANN S PS 1380 112th Avenue NE Suite 301 BELLEVUE, WASHINGTON 98004 (206) 453-5995 TO; "6547 4, Girr cy 7zen//44 ,Or 05ekefiregoi/ /to/147w Aiioc.,7/17X-5, 4Ari/aec,i3 e M4 b. friczAW cl .zsa 12.4// I'veetn/ "c2 /• aicoP/41/ci‘-D.? 1V4ez it/4W Re74/4.. / z, 'm /4:4// ; 4/414/ #0Z / a LICC 4/4 444 ,e<5 ..ezil</frvA" Co.44§7: 5 ,�v . xeit /741i e /7/1 L-414 1/45: cliebucl (c 3: fac szve/p4p coP4' coW/4/cC: 4//"If/ 4/074 37 /4///Aerzht4f CY7 777z, RECEIVED CITY co TUKWILA MAR 1 5 1990 PERMIT CENTER MOW 2041Ne foam. mai ORS Jon CE4LISAS: L SHEET NO. OF OF CALCULATED ET DATE SCALE .. KOHLER ASSOCIA • ARCHITECTS & PLANNERS PS 1380 112th Avenue NE Suite 301 BELLEVUE, WASHINGTON 98004 (206) 453.5995 I frlt � I I 1O / / 7_ ,&4‘/, /cp (7 q 7ZJ, WM lo/iiff?‹ 4'/,4g , 'M /, C : .11A// /✓, "X ,.. s .... MIL 4 : M4 .2, P4 /Mc.CJiW C6.4fi urf�l a T. f il 4/ 4 90 - �7 /, /- ///c' acv /44k f W //4 P474/ . / IX07 o// /fl" 'C /lam - /!/,�7�: #0Z 3, /-1$ /<' 4 104/-L.: N�k/ //0, 4 cc // 7A Ca (4 ' ' //,(/ /4 j /6/s f44.(/ f , /i✓ L 4J ? 6, x/ /i j' coaC Cairil4 c* ,Old/ Al,�" Jo RECEIVE() CITY OF TUMVII... . MAR 1 5. 1990 PERMIT CENTER 111444,17041 s»./ 1i6im 14u 01411 JOD --_Afe . 4 r '144e1K SHEET NO. _..____._.._.. ._. _ ° _ OF CALCULATED BY DATE CHECKED BY DATE SCALE TO I . W 111 Ar DATE Z-02:4 REGARDING kagarq)-647 Agegivt/tobui WA 4 16062 14 Card a((k1lav WE ARE SENDING YOU THE FOLLOWING Attached IJUnder separate cover COPIES DESCRIPTION l7cwi eguliCOanicuitm6ti, THESE ARE TRANSMITTED [1] For approval 50 For review and comment 17 For your use and information 1:::] As requested 0 Other 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary L. VanDusen, Mayor City of Tukwila (LOT /50) LETTER OF TRANSMITTAL l PROJECT ADDRESS DATE Plan Review ;/(, S a�C�4 eek a4, PLAN CHECK NUMBER 50-04.7 4 ZPPfriffi 4 9111 1 i/MP T • . .4 `/1 .f .li ,,•/, , , •1i 4 -L '�1��!�.•/ �A.& �.. 'i ii. .,/ . 'i •Air' ' A wffo Vow (117..,,, and - e, 4i'ped . — i"orrcie - d Az /ix/e ped Serves as reloirtd e441- - - > 3o ercvratiir5 j AAG f ravisIi L!r ,Ye 3306 3306 are $ y irI ible • ?/o c Av rofcz C /ofE Ilk •• _ _� �� ., r' CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION "dila i F 'wilt ho au y /- /( ai- 4hrs Lvcai'i w. 01107 /M We prepared d , by: DATE - 9 0 ADDRESS S puT N SUBMITTED TO: CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** PROJECT NAME rn bA1 (-15 L- C u LA CONTACT PERSON ueiTt -1 01 ii- ARCHITECT OR ENGINEER 141-{-o Lez- �►.1 /SS ou PI TCS PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER "J 0-01 RECEIVED CCTV OF DirkVILA MAR 1 5 1990 PERMIT CENTER PHONE e ) _) B2 Co TYPE OF REVISION: 1 14R. 0 c. - V\A LcRR‘ ©�`2 CGn� �o c0,J ) al og 61 Cobs Corn. f (.1141) t € , I SHEET NUMBER(S) • "Cloud" or highlight all areas of revisions and date revisions. Plan Review 1 4A1 1 4 '/ / !i .! PROJECT ADDRESS DATE FLOOR AREA OCCUPANT LOAD NOTES: OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HT. / NO. STORIES ZIV c5416° GSF EXITING REQUIREMENTS /%vT! rLPIIIlilr nllrk 4 /MD s DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W..S.F.C.. CHAPTER 51 -10, W.A.C. CITY OF T UKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION (D SF J !dD 1 156 -SF /10 ild ' •h e 3- Zat - n P LAN CHECK NUMBER 9 D -.04.7 prepared by: , PROPERTY OWNER Robert H. Schofield PHONE 462 -0406 ADDRESS 4212 Hunts Point Road, Bellevue. WA ZIP 98004 CONTRACTOR J.E. Cumming Corp. PHONE 881 -5826 ADDRESS 14662 N.E. 95th, Redmond, WA ZIP 98052 WA. ST. CONTRACTORS LICENSE # JECOMC*148JH EXP. DATE 4 - - ARCHITECT Kholer PHONE 453 -5995 ZIP 98004 ADDRESS 138 112th Avenue N.E. Suite 301. Bellevue. WA DESCRIPTION AMOUNT RCPT • DATE BUILDING PERMIT FEE 350.00 1(003 5586 4 9t -06 -90 PLAN CHECK FEE 228,00 BUILDING SURCHARGE 4.50 -- Acc• - -(ip - 90 ENERGY SURCHARGE OTHER: TOTAL - 582.50 TYPE OF CONSTRUCTION: y -N UBC EDITION (year) 88 SETBACKS: N - S - E - W - FIRE PROTECTION' QSprinklers Q Detectors Q N/A UTILITY PERMITS REQUIRED? Q Yes ®N o (tvougn Public Worksl ZONING: C -2 BAR/LAND USE CONDITIONSDyes Q No CONDITIONS (other than those noted on or attached to permit/plans): APPROVED FOR BUILDING ISSUANCE BY: .Z,li ► , / OFFICIAL DATE: . -//_26 I hereby certify that I have read and exam d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether 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 or work. I am authorized to sign for and obtain this building permit. SIGNATURE _-/ DATE: `1 '" 9' PRINT NAME: —E/Ts' W. . 1.2�.t/7ciZ COMPANY: "S• 6. 6.w...41 i"../6 6,4 p . USE TOTAL R S 1 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING LoDPERMIT NO. DATE ISSUED: 1 -1- 1l -cto 16901 Southcenter Py PROJECT NAME/TENANT McCaw C e l l u l a r �SVILV11a IrtllM10 (POST WITH INSPE'.. I i .)N CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CH PROJECT INFORMATIOr SUI V. U O FEES 40,000.00 ASSESSOR ACCOUNT N 262304 - 9011 TYPE OF U New Building Q Addition ® Tenant Improvement (commercial) U Demolition (building) ❑ Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Build new office walls and upgrade interior surfaces. CODE' COMPLIANCE SQUARE FEET SQUARE FEET occ. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET . TOTAL OCC. LOAD 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 01 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: f00/ f70.517/ 5G Z7J # r� XO %1 fZ , .54 WALLS '' rf/.�/,u9 / //' /c'r s .5 _ /�15/" r 4r /, -/e OW / Pl "' OWO/ /0' 9%,b' 7 7 - J ' >' C16' I - ///' 7N51,' /a' 8 O, L// oft ' off/ '.5 or fizzo, ow Ir Ac. 744 6 W 3 // tow///c9 C47.T 010 ' I9Il / W 5, c/r9 : /IA'. (.o oT JLJ /V c V / /Iy 7)13 1 AC.7714 To /1., 'T.5 X.I'%577,' - -_- ____ _ _____. -- - ..__._.___ ....--- .---- - - - - -. ___ &-.1, o m ty4 CI( . ___ ___ ____ _ ///5T/}imT7o// wr 4\251.' .. &We /' WfiT ; �. '/4. T4 (/C% /f'/1, ,e. P 5/VG. HA. .5727, ' VCT S0 ,15V-A' OW,,ty/7 WA. . COQ'. G rTT /Pl1, OW4 PT 67WIYF/ 9/ 1V4/L.? 06 /#f /../'" Ak 1111%1 MINI IIII, .i l7Ali 2 4 et' Mt ( 1.5T, h&/7�Gteo 64,7 /44.u., C D " o L?/H4/ V .. 0 72x.:: 1. !!/. oY •,/ J{h . `Q. .A'/f E ytstori lure ttZi91+t mis These &OWYtgs am Iran-Roe/ifs d sank:e and cxe Aio lnocolry or 104,91 A3i4CIAT[S l sacra 110 w our s 6 ,, t tleeigns end a f&it k tote V n o< the •tA�W.tlie feY ito user on A.. Ct+ttrs Gdd nolto1Aed +stw�e wts+cMesptos s s�a�d „ w ti e RI Q4 lhilA v*$tho dimensans Oft klrtso Sho av' F^�-otw+w CON IOW 44Mer ia/A CCONW&S INA verb d T ble 1bt W dAT4M!Or>d o)1d Al e ni she on Ih6I06.'ZiIs GNka 11,tA bi ck et! g cMOh h ru dknOr*nc aril ecxx5lUOfq =Al en Na (frl*P Pkns SeK>Ject b C>!drlGt I(OHLER ARCHITECTS ASSOCIATES 87 PLANNERS 9380 ll2th:,Avonue N.E., Suite Bellevue, WA 9i300a ..200 453 -5995 PS 01 ;. ' 3006 REGISTERS ARCIr,S DV YNE . KOHLER MT OF WkSNINGTGN mihu'ltlo Scut center 52045 30 vi,/v A ^►' Jotd NON 1/12 OM a\ �• L 7 ' E: 4'. r.. '1fi ri 4 /C4 T r/XT W 4.2 par / -- (F`') �6 Tv, ' / 4 , 1/ 4= /�(5T //V� (1-10 W4/13 t T /Xi) , That portion of tbo Northeast quarter of the Southwest quarter (hereinafter.t^trerred to as the Subdivision) in Section 26, Temnship 23 North, Range 4 East, W.M., described as follows: BEGINNING at p point on the West line of said subdivision 765 feet North of the - Southwest corner thereof THENCE North along said West tint: 2S5 feet; THENCE East on a line psra llet with the South lire of said subdivision w the West line of Sauthcenter Parkway (57th Avenue South) at a point 30 feet West of the centerline, THENCE South along said West line 255 feet, merle or less, to the intersection with a line parallel with the South line of said subdivision and bearing East from the POINT OF bEHINUING; THENCE West Ilona sold parallel line to the POINT OF BEGINNING: EXCEPT that portion thereof tying Easterly of the West line of Southcenter Parkway (S7th Avenue South) as conveyed to the City of Tukwila by deed recorded under Reaordine No 6343853; . sXCEPT that portion thereof conveyed to the state of Washington for Pvimary Mtell wisy No. 1. under deed recorded under Auditors Pile No 5992106, TOGETHER WITH that property conveyed by the State of Washington by deed recorded ender Recording No. 8505150267; a Situate in the. City of Tukwila. County of King, State of Washington. LEGAL Z<4 - N1/0/e4. LAY /1 -77.4E, (160 WilZ f /XT.) J C, ..55L:D //(/O1//DE5. r. 9WrIBOlir (Z5 / ;4 L;4 4 - z - ) EX /5T ///la �r,I/ / /JO/59 675 WNt , .lx) 4x z .�UOr�` ->T /4Y- W P /XT (65 W4 5, mu) N CB COG'S COI LP, M/VCZ p2;/ A 4 4 (74/`) /, 3 5' x O K/ .5, k' 4&i7, < / , tll - -, T : x`.447 W41, Ofl /C. ' 11/ g 5 // x/.7 xr7 /10 !1 far x75 ► ,2 far W 4f /XT- /#57411-4 nag SAO 44/4//) 4d'o, . x 0 Ire/: gi27 Et/ W. / 1`%XT:' x /'90 w = • 166%0 dY. 14 /. 411.6W4544 / j •74 W/ / ,/ 4CTZ144. Slr— ''..ri!hs. xis ..:Kas�Kr�:n:.�✓+:.f;�;P,Ya ?gt3 ,..^'.sl..r . %,�:i�I' ..F',.:�k� ._ , r�1 +r,.ie ,. , , rJ:� .. DESCRIPTION -41 i‘ , 77 W ,4LtoW 5a W 35 W 44 w. uoilwat PetIMIO ice .°` s, r." bosts3 tab 6. •w. boots foot gages, 4 .fitioupp '. 6. %n irretro tub +> o PPM .. " e ' l...e. t'. Y how hwtam-4 401,1% N: 6161118006 14 w 011464 MIS U. We loom. „Os. ohms •Wf166 a. soma as. a. .� _ �'.�c "i": ..tv.:i�y5fi+' €Y, < .,t!;s+s, a.•pr •-:.r r , ••_- -. •• • 1 SOUTHCENTt RETAIL BUILDING • SOUTHCENTER PARKWAY PROJECT LOCATION { >ir /L //C PL A/V Te 0 417,5700 /oTE: ZiV 4/041 OP eNatelesi pes . 3 a1N4 Sf: t s i3 C�rW4 e /NN *. IN 4C 4. 4 7 4S - c c o m p R e s s t o N fni► Rs.4D, L � L ,. ' )W15, /// M770 CO/eR/,/7A' CG/5T. Z(2 ,7Z6a1A/' /AT- /l/ t.AW46 %7\ ..Sr :r: ter- ..,- ,..rs:,= v.L+.., Narz5 i .50731/4/4-CT 70 (V y/N,0UT A & /P. P /5PL .1 ,�/0 Y#3 /1/07 To /mom_ 5, 17 25 ae 34 1. COMV L j' W/ i/ A// G V,er//.VC Ca , `5 W/1 .. -'.5, ' /15 ,�,eQa eF 2 / P c:iv rrZ . *R0 Veicef w/ i/e4fir a' 'vz 4'V 4 .5Dch' / ocr..U/i9//cr P,e;f41 /T /5 ft 0 m9 ; o. WALL 00TA////q, /14,477,/44, e per./ /9r/,F. 3 2M / Wow' . C 7C. 501/1/1" ow &er voP PAW//✓& 5 A / /T /o/% oVA/ AW ,5J MA' , / r &',/ _P✓ i./:A' Tv 4. /4T M //V , / /j /.St/45 A/ /v pe7A/ 15 70 4 X. 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Col= ,.572L.T/PA” fl, /17TAC.// 6 M. '5 J(e) 3 . /z L.11/a .. 895 611. l ",ji . GW8 # .51F / /// L/Z . ,co //OT 4Z cW W - 70 19 x 74 Cy o 7 Ac.‹ 7b *how , CZ?T P .L.LC7, A 1 - c- . C0x /' -' 0 " FIL OPY DuP ' 1 understand that the Plan Check a• • ublect to errors and °Missions and r ov plans does not authorize the violation of any adopted code or ordine.nce. Receipt of contrac or's py of approved plans acknowledged. 8 Date 1 5 - 2- 90 ) Permit No O Z, ........__,,,,, RECEIVED CITY OF TUKWILA APR 2 6 1980 PERMIT CENTER L►R I NPo 70 sit:WC URA `430 10? PAM1: Alrl. N ANC } 'A71 ^Tlorl5 7} 1 Pllq• CL&• at.0cpWh16 ett.t , / sraNaARP fxy,w6 W42 .E.Y/ T • W4/4 Armo p /yew gAzz. /t/ W ym ; M i 2 //,6 W New 1-4 — 2,1/e17/ag I i1Z /</T,?X 3' '7" CITY OF TUKWILA APPROVED rmY` 1990 /r0a11 f////5/ 5 C//4VO4,/f. * /( A'WA1 tzaK /31.,f WA/L5 CL/L/, /C, &476.1"/T /0 9.%& 9 2 - .-.- /114 . / ___ /C/f/kt/W3 REMARKS C4X,P4r /?.0&1 6w45//7 owo /fir 4C. 714,t; OW- Cif-9 : /-///f C0/454 *2.0 01 Orsfir f1/46/fX cg/4/'r 49 8 o 0/7/CE: 0111-5, a.o; te. G WA/TWO .4gA/Ci/ O47 1/1//72. RZOCAP PO/5& A OW2) 014/4//7 64/2_577 AC-1714 40 . , g/k/Z 6, i_zi TO/L,E15 Z A7.572/76.1 - - - OW 61 . -- & --- 7i44:(7/ : - 1: --- 6. /1/.577 4 11-41701/ z : I 4A/5i' . '04A ______ AiliMe-X ,7z V_:/ — I 14 27. 7 ,5R;,/f. 2/r? •• &A. cofiA). rA/PvT 1 ,view 610 IT 61V4/17 2 W' (-Y-G /-# ' CO44 • 17 / A .) ikliT EC5i/45/0il.5 . lIWA REVISION ..3/ \md 90 DATE REMARKS Theo drawings ere instruniarib at zervice end are tbe property at WHERE AMC/TOES ARCHITECtS. & HANNIF,RM AM deskyvi and otier inforniotion on the dA.N.Anos are tat ihn um on tbe specffied goofed and thou not be wed 011•6$150 ‘s4110.0 °messed $A1aen peffiVsatolat KAItEtt ARCHTECTS & AMHERST% Written dernef4.41AS on Note drowings Roll Agra rA doedisoce itr‘kq mated cilmeralcat Coalroctoa tail verity and be revonskie for oil dimensions and condillar• °Gib* lab Tffis office OW be WSW at env val. ottons horn Itie dimensions and C4 On on the *winos. Po r.s smoy.,-1 to pal& WO oPP Copoichted KOHLER .._ ARCHITECTS • • . ASSOCIATES & PLANNERS 13801i2th AvenUe NE., ' Suite , Belleritie,' WA -98004 ,. , . 206 453-5995 PS 301 . • . 3000 . . \.......... . . R . S 9 T T E E R c E D atifir...---• ( • 1 DV YNE KOHLER STAT OF WASHINGTON , . ...._ ....„...,_ . . . to . ' Southcenter ..........................„........,...,_. 62015 .5.9 MA/22 Al Jon NUMBER DATE SHiff 1', Z161/7" P/Arp?. L6'¼' • =1 2x4 tztio/w..5c4 N/rrilic Z/4 /5/40:9 (/o 1 Z/t. )7/7) That portion of the Northeast quarter of the Southwest gutsier (hereinafter .referred to as the Subdivision) 41 Section 26, Township 23 North, Range 4 Est, W.M., described at follows: BEGINNING at 1 point on the West tine of said subdivision 76$ feet North of the Southwest corner thereof; THENCE North along Wet tine 255 feet; THENCE East on a line parallel with the South line of said subdivision to the West tine or Southcenter Parkway (57th A venue South) at a point 30 feet West of the centerline; THENCE South along said West line 255 feet, more or less, to the intellection with a line parallel with the South line of said subdivision and bearing East from the POINT OF BEGINNING; THENCE West *long said parallel line to the POINT OF BEGINNING; EXCEPT that portion thereof lying Easterly of the West line of Southcenter Parkway (57th Avenue South) as conveyed to the City 3f Tukwila by deed recorded under Recording No. 6343853; IXCEPT that portion thereof conveyed to the state of Washington for Primary Pligkovity No f, under deed recorded under Auditer;s File No. 5992106, LEGAL Vicinity map Tukwila, Washington TOGETHER WITH that property conveyed by the Slate of Washington by deed recorded under Recording No 8505150267; Situate in Mt City of Tukwila, Countrof King, State of Washington. ,57x//c. Par - (5' rozy3 /(77/1C9 (140 W477,5 far) Rc.Ez.o p34vA/v61/r (Z5 M4 b7) eX/577//6 fi/Vi //0/5 (75 it://fA'GY COL24 COAr2/41/C4 Y5/1/eir 4/y•4 ( .3,e5 a/T x ...5,M9 11/ ; x7 2 Off/CZ 4X4* 475/ x / . P/Xix /60 14 / f/Ar x 75 11/ 2 I/AT x K' 1/677 A! 4i2/ 1.,c/40 625 W. /5') ACT8/4/- /11,574ZZAr/Oli (4C1/0 (/A) g;/Ar x 14/ I/5• 7brA4 5 4/Low4,514 4174 w477 4cmiz • • tiliCraL21.: DESCRIPTION 0 • _ rt. 0 1 0 L 1 - /3 ; :1 ; 4 $.$1 2 ■ 1 ;i j r. llort•wie O. mw� 1.44$•14, $ ellen • hat L'" • %Ft • • 1. foam 111$$$ /p Imo *myna , iropriome, am01, 4. =rot haft is Is A*. Wino l o thw apt ••• Aktthas 004410 all 1141nall• 444aotacm 11•Atet kW* ‘ 1•••opp 1144X 111•1131110 surla 6. swim a 1. uu frou a. al newton 11 Ihmal now p. " 1104.1. 180 *new •••••■• 4 •Hol IS. Ws 14041$. 1$1 IMO U. 116$1ve 118•41•66 1 1. • 1 • , / AfC7ift7 / PL A N , .1• 1 1 1- Z.Z. 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" 670P., g7 gkvo trj „ ,2 k7 't/.</� :rr /t );-;?..477 1 0.50z, -- 9//07 - 477)1CrY WALL. 1 x 7 " MC4 7e3 /14140)4/ /fl PE/ZeC770/./ /R\ PI-00 carol TUKWILA APiiROVEC BUI DI - 1990 t.1 DIVISION RECEIVED CITY or Tt..xvoLA MAR 1 5 1990 PERMIT CENTER occurAvicl 4efoirmeaTti4 WAAL* Pliner V1100106 tnthci Ca• of fitotecro 04 oro I0174Stsp 0 )196 flow 44466314111C1 - Lf04/12 OZOC4lee 7X1)-55/7. .5 770.icti/-/ ‘etAe/. X/V/17/0// �L /0 1 1 COX4577. ' = // 0" mirowpmiq €044177114" Lfe)6(//: — /5X/57," /f0 0 L.V17/65 75 59-AGING:# SL/1.)1zP ,ABOVE fv,.9/7/v6 14/4z4 /r.5491/Z leg/ VAIL A/CW .&51,P6f,' MAT& / ".66-#7 A/ZIV 1 , 2P4A -7 .4770// JOIZZ e Cl/ cozwmx g.eyr < g te./...............,........*IniommommormiUmwmarlibmeommammei.../omoo ••■•■■•••■ --........................—...................., FILE COPY 1 understand that the Plan Check approvals are stibiect to errors and omissions and approval of 1 pions does not authorize the viotation of any at"fe..;;)ted code or ordinance. Receipt of contractor's •...00y of approved plans acknowledged By .4j---- /6 1 rfticikt... &Lc*. sit.•14oArtr,SAS 6x(„:014/ TS. 1 1111 II 1I1IlI1I1Iil1Iii 1III1JII11II1 itIIIIIIIII111II1IIIIIIIIIIIII iJ II 1 11111 ' IIII1IIIIilllilll1 1111111 Ihllli1111 11. I. IIi. 111 1. IIIL.i1111114. 1 111111f i i i�{I! 7 8 <.<:....:._ 3 5 6 / 8 q I I 11 raAO E RYA r 12 NOT If the rnicrcfilrned c'ocument is less deer th n this rcticc, it is cue'tc the cuality; cr - the'cri inel cccument." Oc he. Lie LZ y SZ siZ CZ ez to QG bl 8l LL 9L SL 7L et Zl U 01 6 f3 L Y 5 1 IIl ll l iniIWI ifiillni IIIIIIIII i f !liiilll In! lin nillil ffilll�ll�nlillillin111 i I I ; I 11 I i r ._ 1 I! t IIIIiIiI IIIflli�l lIII�II IIII. IIIIIIII{ IIIliIIIIIIIIIili ,ilililllll�lllllllll llllii�llil{ �li lniillll! I{ IIIllllfilllllll�llIIIIIII�lllllliniilll ! {IIln!Ilillllllfl II I ' I " ' Yr - . ��'"�', '•` .. ,F.r,�t y. -., .,. .1- ''' i' 9�.T + / . fr.. y am , i.., i I 1 G : , ��, ti - � -' 7 ; ; ; L . � ,, Y ..� I I fl I II .. ,_. r s +..rs' , ` 74 ... _..- r > ;r .we. �� � .. : :- - ✓.� 't?o %%-�'. •..tReYF . .:,.r: .�.h'«r. �,i. - - cv'. ..3E APR 10 '90 15 :19 ENGINEERS NORTHWEST 522 -6698 P.2 ENGINEERS- NORTHWEST 'INC. P.S. 6869 WOQDLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX# (206) 522.6698 JOB NO eaL1o.037_JOP NAME C-Csti? DATE A- 4 : -S �U19J[GT5 � � � ©I 1�{�r�jG � .�illV L� SHEET . I or 2. a AL) .GUS C c',lllJ 6 jm � /g /1 PA /JEL By * izti . .f 1._, CITY OF TCIKWILA APPROVED A to inso- • • *- . i=4 FR --lei -- 5 - r.3 =9.'"Um 14125 5 'ft" a ' - CIS 1'1 1 Nc C • 02 4. to , --90 CITY OF iliftWiLA APPROVED APR 01890 BUIL I !G • ) 'ISION , - I IIIIIIII111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 III 2 3 4 0E; etc', 1111111111111111111 9 gz PII 1114111 6 N 0 I f e 8 m : r c I m o m e n i s e l e r ‘t rt_ s 6 8 I 9 L , notice, it is cue to the cuslity or the oripmel c'ocun 7 I 9 cil° 11 MADE IN GER Atry 1 '7 I I1h I i1i ! i1i ! I I I I'I' l l ! t I I JI� J I I I I I I � I p ,4,�1:. n.. •1 2 111EI1IJ1111I11111 1 ,11II;111II1111IIII1I 1111111111 4 5 11111111111111 11111l11i1 11111111'111111111111111111 1111 1111 11111' 1111111 'll1l11111111111111111'►'i 6 7 8 9 10 1 1 MADEM GFRMANY 12 NOT If the rmicrcfilmed documentis less clear than this notice, it is cue 'to the quality:ci the cric'inal c'ocun�ent. lG OG bl Sl Ll 91. GL +!L Cl Zl 11 0 6 8 L 9 g 7 1 !II!II!il�Ili! Ii IIh !III!IIIiI�III!IIIIII! II I!! II! I! I !I!IIIII!iiiIIIIIIIII!!Illuliii IIIi!!lilII IItillllll!!i! i ! liliillllll !III!III!!!IIII!i!!IlilII!l! I!IIIIIIIII!!IIIII !IIIIIIIIIII!I .: �`... :�., c.. :✓..' 5"'^ �?�'s.Y �':�1'^ �:�- �z�� � . • ,..F,°"'� :t - :�s.` .�.. r -.� ..a. .; � -y �,�;:-,-� -� _ .. -.,t> JOB No8l 2' .LJOEI NAME Gtr cI"s.'rrl. SUOJECT APR 10 '90 15:19 ENGINEERS NORTHWEST 522 -6698 ENGINEERS--NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 • SEATTLE, WA 98115 (206)525 -7560 - FAX # (206) 6224696 15, 6 x(! x 1 Iq (,x6.-,x TS .;-_L_ X ) /2 ) ' -0 (, i: Y" A o4- A O - DATE 4-6.-9 S HEET -- OF' BY PAK- P.3 4)Dot.r of- Pty IJ sit._. f 'Lea- CITY OF 'Tt1KUViLA APPROVED APP `1 a 1999 UILDINO DIVISION 1A s Li/ 2. ' 3/q O PARR& L-T.! ii -311) 54-A13 J Ip.Yv Stir -0 4' r'vl .