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HomeMy WebLinkAboutPermit B95-0272 - JAS FORWARDING - OFFICE AND WAREHOUSE ... ...,.... ..... ................... .... ........... ... .... .... ...... ...�:a....:'Ia .. r^.. �.: �tt :r.2*x'r}r3i'<"�w �.�H �!. . <...n•.v`5. >" ... >'R .; <sri! a..< ✓>`.sra1.....a"«.r veaa aw— mr.. e.v�.rnr..�...r..v..nx.r+ -..vr. w...n.Ww .UNikiii14)1 1\36 . JAS • .............................,. ,............, -- ............ i...........iii*..........-...a ,...............-, ..*....-..... ............;or ................a...... ................,............. ............. ...a.* ..:.-.....ii“.....,.... .,.... .........o...................... . .. . , , • • . . - - , . . , L ' , • . . • . . . . . • . . . . . . • . , . . , . . CERTIFICATE OF OCCUPANCY , . . . . • . CITY OF TUKWILA ., • 6300 .SOUTHCENTER BOULEVARD , SUITE 100 TUKWILA, WASHINGTON 98188 . , ;, ,.,,-,::,-:-........ • . ., --w- . . ., :2 ':.:';'f' !' ' • z ''!' . . . . . . . . 1•,,:i:,::::•! ..:. -, !';,' '','. - ,,,,-..,,,t, f4.4 ''' !''.it 4. °-, ' • , /Z. "'. '?!.; '' 1.:.!. . ' }- ' 1...:;', ' : : ,,-, .i' ;').■ - . ,. ,K r , - :in, - $ THIS CERTIFICATE 1 ssiasp ANTI,i...T.p 7,1-tE,„REckg 9F : SE0J9,4 307 OF THE UNIFORM BUILDING cola,t/cER,Tigyq,Nai AT THE oTIMEVQAgi STRUCTURE WAS IN COMP L IANCP'.L",,VITH4THE,.VAR IOU41.0RDINANCES,,:: 0,F, THE GITY REGULATING BUILDING CONSTRUCTION 'ORAU,Sii ANDALL APPL/CABLEACITY FIRE tHEFOLLOWING: . Th., • ''''13-, ,7 ■i '`tt • .': ".' ! V V ,,, l„,., ,, ' frl: i :- •S $S . `,..' 'e it t r - y ,.' . ' ' ''', * P ) ' '? ,, ,,,..",:■, 1 \ '''..{ ir. \ • Tenant : ,,?2,1AS FORWARDING,"-.',: Perttki B u i l d i n g Ad ditii ,.14521 „EAST MARGINAL, WY /S Suit? Nti: ..,y7r V A EN 'el. , 41i ,V. „ 4,, ,, , i.11 t`i. Parioel #: 102364-9076 '4— -.,......, '' ' ,:i" ‘' x'3 • f;chqner.,,P':.EMPER REALESTATE(MANAGEMENTr„,„__ .:1 f.,/' '''' ' ' ' . ""' ' ' i if,, , t .....-- 1 .t,1 ' k i i V '''' ' 1 ; /' ‘" ' I '',.: 4 '? it■ ; 04 . .. ...3 0,ocupancyi: QF RI C E .- --- `4 , ' - ',. i .4 \ . ; c4,:..._ i Ocoupent,'1..otrd : ,,, 5 Le • - ,.- , ., \ ,. ,,,p, i .„ ....,,,- ,4 0 c c u p anidyl Group B S,I ,,•,,,,- J 1 ',. 1 : , ...," _k Type of gonst.. ' . ,' ',.., -.4, .0 'f / 4-:,: , ',. .4.. T "' , r ,,. 31 , );, 11 -''' / 1 5 .,; ....! '-,,, ..,..c./.. . ,„ 4 (4, , ..„ ' , t . ' -5.1, ' ■ V ,i‘ ,, ,:. . ''''\ ',, /1 -- -; .."1- -!'. v 4 '''''''' l'! ",-; " \ / ' '"'":"'" ."— . 4 ,,.. 'e 1 T, .. ..'4: ,,, . „ 1, 't. e .:,,' .. zp , h` ' 4.• ) l'A' i. NSt or INTERIOR WALLS F HE OFF ICE „ 1AND O W d7 eFibi 'J ,,', • i' ,,,,, ‘ ,. , \ t ( ., \ \.-;,. \ . \it O uS A . i ..* . (g . ' i t - • • ,...,v ... i / .4, ,,, ,.• k,,,,, ) 1 1 . iS) i \ A , / lc / ..' 4 f l'off , „,-., , — — i' --- - B 1 I NG'-•VOFF I C IAL , . ..,..1-' . '8. : "?,/," ,,.w,,,,, 4, . ' ',.. S.0 ',., ' s) . ‘,1' A 4 / t.:':,. . ' , , -.1.. ..., , ,- 4 .i .i., '4 ' yir . .e , . .',;.`,.',:., 1;.;.. : :',1 't, . . ,,,, ,), , A , ,'• '':,, . :. THIS CERTIFICATEMUSY-BE.CONSPICUOUStY PQ5,TEPON THE PREMISES "--',:, .:•:,..,,'*',:,.'• - - - ' ',,4:; , • • ---,,,...; :4'%.. ! . : -.1,,''4' • - -44'... .,,.4-,,,:;;.,,,,- , . . • . . . . . • . • . . . . . • „ . , . . ' . . .. . . . , . . . . . . . . . . . • . . ... • . . . . . „ . • . . . . . . . . . . . . . . . ' . „ . . . . . , : ... .. . . . . . . . . . . . , . . City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0272 Status: ISSUED Type: B-BLDG Issued.: 10/16/1995 Category: ACOM Expires: 04/13/1996 Address: 11521 EAST MARGINAL WY S Location: Parcel #: 102304-9076 Zoning: Type Const: III-N Type of Occupancy: OFFICE Gas/Elec: Wetlands: Slopes: Water: SEATTLE Sewer: VAL VUE Contractor License No.: SGACO**084BS TENANT JAS FORWARDING 11521 EAST MARGINAL WY S, TUKWILA, WA 98168 OWNER KEMPER REAL ESTATE MANAGEMENT 12720 GATEWAY DR, SUITE 107, TUKWILA, :.WA 98168 CONTRACTOR SGA CORPORATION Phone: 206 778-2191 6414 204TH STREET S.W. #200,"'LYNNWOOD, WA°98036 CONTACT DAVID,KEHLE Phone: 433-8997 12878 INTERURBAN AV S, TUKWILA" WA 98168 *** k****************************************** k********************* k•k* Permit Description: Units: :001 r Buildings: 001=`' Fire Protection:;;SPRINKLERED UBC Edition : 1994` INSTALLATION OF . INTERIOR WALLS FOR THE OFFICE AND WAREHOUSE::' SETBACKS' Back. Right: - Valuation: `;_:500.00 .r Total Permit Fee': 1i447.84 *******tit"********tk********,tc**********,fir**.*'****** �********k***:*****;*`********* Permienter .Authorized +Signature' Date I hereby;' cert`ify:. that I have read and examined this permit and kt ow the same to °be:",true and correct. All provlsions',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`; "proviiions of any other state or local laws regulating construction or the performance of work.' 'I am authorized to sign for and obtain this building permit. Signature: -Front: Left: .0 Date: Print Name. ��i"? .:., :T;itle. l/ 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. s �"' -_ - 's CITY OF TUK W! Y - BUILDINJ PERMIT -- APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION MO NT RCPT #' DATE BUILDING PERMIT FEES 1' PLAN CHECK a PLAN CHECK FEE :-.)( 4 NUMBER 1 O 2 2 -- BUILDING SURCHARGE r ' 5 A /P&;ICA T/ ON ��i '{J: fi BE °s OTHER s,`.. FILLEl7 OUT Ct'� PL,ETEL .... ..: TOTAL: - SITE ADDRESS j j r 1 tE. Q Y >1 i SUITE # . VALUE OF CONS rRUCTION - $ { '41 - r} .. ,`, r q7/3 cT PROJECT NAME/TENANT ASSESSOR ACCOUNT # j(iS (/ tr?9 I 0)1304-- (07(0- 07 TYPE OF ❑ New Building U Addition Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: .r DESCRIBE WORK TO BE DONE: ,,Ln,s/aI 07b .,uawl ()7' W / � (( a-rtd tvpuh C S9, BUILDING USE (office, warehouse, etc.) 0 - FFi $. Lti1 0 NATURE OF BUSINESS: 1V ` • • (/J C' !, r OW • / _/ i • _ WILL THERE BE A CHANGE IN USE No ❑ Yes If Yes, new •uilding requ rements may need to be met. Please explain: SQUARE FOOTAGE - Building: a�� Tenant Space: ( D Area of Construction: (e, no WILI�.THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 1 2 - No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Sprinklers ❑ Automatic Fire Alarm System PROPERTY OWNER PHONE .7.T a I ADDRESS I ISA l a sp 0,-?(i. 1 w y _caulk (( 1 ZIP q81 lvg CONTRACTOR ` ` y PHONE 7 7g, A 0 / / ADDRESS P l 4 )) r)4 f-i ,5 . S . 1AJ . ) 07) Ort n wiry el ZIP q 03 . WA. ST. CONTRACTOR'S LICENSE # AL D .'Nk. 00 4 8s EXP. DATE 17. q ARCHITECT r ��� - `� PHONE 4 ..; _ g q 7 ADDRESS f 1�� ":641 L� C � � Arse. • 144, ZIP 1 � Q0 . 1 I HEREBY.:CERTIFY:THAT. J HAVE READ: AND, EXAMINED THIS; APPUCATION AND KNOW THE.SAME TO BE TRUE AND CORRECT, AND ice,;,;,,, • ZED TO APPLY FOR:THIS P RMIT .. BUILDING OWNER SIGNATURE as p lir ,. DATE. �� OR 6 AUTHORIZED PRINT NAME C/ � Q h Le PHONE 433 - g e71 `7 AGENT ADDRESS i ) p , 7g _�r? (n ,. bi �,. i . CITY/ZIP,j 1� � g ACT CONT PERSON 1 1 h I ( PHONE_ / eq4 7 • APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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 Comm pity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED o' Or ruKAtiD.ATE APPLICATION EXPIRES 2-4 - 96- AUG 1 4 l y�� ' �- � o\U PERMIT CENTER • '+��.'.' r r Y •. 'A w' +r�' 7,�" YCldy� ( !Y " "" •'7,17X • a i , �.� Vii .. *• e• F, 0: t** k• kA• k *►4 * **vt*,t* **A•*k•kA•* *k * * **, * kA n A• A7l * * +*k *!,0 *:t *fi- *4*A*i GENERA 879.25 �( TOTAL 87n.25 t ) ' r to F T U KW ILA. 4i W ` _ (� � TRANSMIT W (� fi i4 I 'r CHEW 879.25 k***o►A * *A* * **k*!. ** *k * *• * ** * *A * kA •b•A* *k*.AAAA **•kO*k * *AA *,1* CHANGE 4 " OQ TRANSMIT- Number: 9400 14 Amount: t3 10 /16/ :" 53 Payment McUhr.da CHECK Notation: ALPHA 4. INC. Iriit: R C 71�1AOU0 11. 3 Permit No: U95 -0272 Type: U•t4LOG UUIL:OI:NG PERMIT Pas-t:e1 No: 102304-907G Site Address: 11 521 EAST MARGINAL WY 8 Total Fees: 1 Th i $ Payment 878.25 Total ALL Pmts: 1.447.84 Balance: .00 *•+F *•A* *►E *A *. *k *k *A * * *k,ktiv4 **k *•A *? *** fi* k*• A* A *,A•t1 *;AA *kk41*AA *tl *A * *A *A* Ac count Code Description Amount 000/322.100 BUILDING - NCINRE8 '306.16 000/345.1830 PLAN CHECK •- NUNRES 568.59 000/086.904 STATE BUILDING SURCHARGE 4.50 • .. r, . 'h + } ".y"t•'i : J t ,.i a „ k' 61, `tx,} t u ; { r f,;J; ., „ . F ,� Y + r ti PP ,t . ; , 4.Y��, ;':'t•”: ^ " ;1" 'W, p ; i r +It ',;,10 r'1. ,yt._ . a • CC). • • k '2% k t**'A7Fo1* k k kt;'i * *** *• A— •h *•k•k*:% *J. ** kk�t * * *4+A• GENERA 568.59 CITY OF TUKYll:LA. WA 1 - TRANSMIT 2 .��. TRANSMl'T. DOTAL 568.57 *Is:1 * * *:t -P* * *A• *A***•k *•k *A*. .111 *•b *•h • k* k*l 4A *k*A•k:k *A* *k *k***'. *fr* *•A* *•k CHECK 568°59 1 UAP1:iMIT Number: 94002814 Amount;. . .5'68.59 08/24/9.5,-.1/W07 CHANGE 0.00 Payment Method: CHECK Notation: 6,(4 CORPORATION twit: 3rC 561101000 15s33 Permit No U'4 0272 Type: D-BLDG BUILDING PERMIT f Parcel No a 102304•_9076 S i t e A d d r e s s : 3514 S 116 ST Total Fees: 1.44 This Payment 568.59 Total ALL Pmts: 568.59 Balance: 879.25 kA,*A' A• i1** AA* d* s1*•k * * *4 * *AC*A; * *kt1 *•A *A * * * *•A. * ** i * **t'k * *A kA * * *'A ** * *• *A *•k *• Account Code Description Amount 000 /322.100 BUILDING - NONREr 568.53 .... _ _ ____. ____, _____ ..____ -_ .......____ _ _____ _ _ --- . ___ .._ 1 c , L i 1 i -14 1 CITY OF TUKWILA I Address: 11521 EAST MARGINAL WY S Permit No: 695-0272 I Suite: I ! Tenant: JAS FORWARDING Status: ISSUED I Type: 11-BLDG Applied: 08/24/1995 . Parcel #: 102304-9076 Issued: 10/16/1995 *********k**********Oilik*Mk*Ak**Akk*kikkk*ANkkkkiekklekkklokkOckkk*kkkhAkkkkkkb%* t ! Permit Conditions: 1. PRIOR TO FINAL SIGNOFF APEt1ItAffiii4E7.G-:qyptuT SIGNED METRO SEWER USE CERTICATIONORM 1 & MAIL METRO BUSINESDE'CLARATION DpECTLY'f&MORO. , 2. No changes will4e to litli:e4p1a0,unless apft the 1 Architect or406'illeerfiivtW“Mf;014, Pui4 I 3. Plumbing petts ilikk be obtained thr;bugiVi "Spattl:e9Ong • v„ r 64, County Dep ment 'oft ° P1 1.00 iri ,w„ 1 be'''''OCK 6 y / 10 inspectepcy phat, 9encyl'inc4odirg all g&a,pipt \ (96-47 4w,, ,' • 4`" k ‘ z eJ. '1) 1\41ike ,; ;) ,,, \ -■ 4. Electr r p 1 pemtits,sAall taiiiW n through tRg WA.5,0i)gto 4 ) Staterlvtp ofCabork*kil and all elecfri*.el 1\ i wory*A 144 insp'ectedi* thik ,agencv (248- 0 6630) 0 e,..1, . „._ , P 5. All , nif 6)1 qork shall be difer,,siparate permit ti srggd by , , t heft lf t ■4 of 7. ultw i la . -,::::-. ,,,./4 ,, o 1, , qs 6. A1114Ormitsir i fispectApn and approved plans sheciele , ., t ..,,. _ 1 ' A avajlable at the Job Site ‘ pr4ovilt0 start of any 6 '0 stru'c'tion. 'These do'CumentS and ,avail- ;A .i. , ab'Kuntil,,final insPectfori',,approkier 7. AlliStructural conorete_ shell n'Peeiat Inspected (UBC,,,,,,,„, fr:J i .,,. ' ;' 1 .1,eci , 306(4,)1):' kt . 8. All structural welding ,shall he dopaby:W.A.14.0. certified Mil welders and special Inspected (60C-'Sec 3660/5). 9. AllMgli'7„str:ength bolting shall Ow.'sciecjal inspected (LiBc's.:, se 10. Bolts installed in concrete shall be svecial. inspected,„., (UBC 4, 306(a)2). ,' , '.., ,', = '-';• ,,, , ,',,, i ),/ . 11. When sOelOal Inspection is requ,frled either,". /Pi architect or engineer shall notify the TOkwi,la BOld,ing DivisionW,,,appo)Otment of the inspection the first 410,1dinv all special, ,! inspection reports shall be submitted to the Building/ 1 ., , Division in a., manner:',:i ,Reports Shall containaddress, tl t , project name, perOt number ,a6d,*peof inspect1-606ing performed. . , 12. The special inspectdr ,submit-e-fAnalr'slined report 1. stating whether the work req0M1PPeclal inspection was I to the best of the inspector's knowledge, in conformance 1 with approved plans and specifications and the applicable I workmanship provisions of the UBC. 13. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 14. Partition wails attached to ceiling grid must be laterally braced if over eight (3) feet in length. 15. Partition walls attached to ceiling grid must be laterally i braced if over eight (8) feet in length. 16. Engineered truss drawings and calculations shall be on site I , and available to, the building inspector for inspection 1 purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. ! 17. Any exposed insulations backing material shall have a Flame Spread Rating f 25 or less, and material shall bear ldenti- fication showi.n i : the ire performance rating thereof. ' ‘ «-i8. All construction ` '`b `done in conformance''wi approved • plans and requiirrert -fSts of the Uniform Bui ldin ode (1994 - Edition) as amended, Uniform Meehan ical (1994 Edition), • . and Washington' State Energy Code (1994 Edition) 19. There shall be dno occupancy of the bui1ding(s) until' the 1 final inspection has been completed by the Tukwila Building Inspector. 20. _Validity of Permit. The issuance of 'a permit or approval Alf plans, specification., and computations shall not be con- . �str•ued to be a permit for, ,or an approval of any violation .. of''any of the provisions': of the building code or'of any , ' other .ordinance of the .jurisd,lc.t.i,on, ..No per�m.it.'.presuming to . give. authority to-viol ate�oY c nce:l'�thez }pr�ovi;�ions of this - . code'id ha,l 1 be v al i y 1 ��.. ......._ ;R t, - Q A • 21 ', A CERTIFICATE or',,OC.CUPA WILL BE REOUIRED FOR`'ITHIS • PERMIT , r y, r } ! «s . y iT . 4 F't C. t t L f { n 4 �. `- ; ,,� . 'f...zrl ±''' i s 4 ." 'k. ' a :(•t : 1il. tG • . . • JrZia , < d4 4 l i , , ' ;7. p } . 1 � 'k,, ''''',;•:.‘1,.% � . 1 „ ay. -. s.% � $ 1 �, 1• .. t 7 4 J tet 7 y `+ fiA:1F/ '.:, ' Y t y Y. Y . `� "It , �'J Yf \ �. a'., . a -A f r - • &/+` 1 f , .3 r $ \'`,,t . . .,jiff . �;'.' 1 . .,, i:„. ` \ji . — 4:', e .' ' ' , 1 r y4: ,1, a i `* `" ,, �';r � r It o- 1� f ' t - f l ., 1 s t r �k3.'1wle ,� # i � . • (! f ;, �A " ` . j lc d t '? '` � ' ` r r 1 `fi r', I` 1 ' p , e : f e ; ; % 4 • ' '-*-'-'--M., '1) 419.:, ,,e \ . ;S 3 , y 11 mi { � � � r 42 „ ;.. , t t 7) .,,,,o'ed; ,,- ' 2.„..,,i- / \ k N., , I. ,:- : .1 G 0.: J i . Y 4 �J i;, rr trwi` 7 '''4,` tz �,t �f� + . \. �� t S' t' « 4Nf..r h .qg J. . Y . ' v: , f d 7 d'i4t f + '.. «. A' ` i.. i$ "4"+TYY'§Y /011; J d ” ' , ft. s.?!, )4: ‘ 4 ,, , ' ) A -1,..„ .,:t 0 . titq)A, b i , . .. 1 . k 6 k p I t, 14,. \ ' 14 �` M 'i '?,x`} "4,k ir'1 t.... p .., � •,i,?, ti /,{ }1w , ;gy / ' 3 w 4 1, :y "r' e tit �'<<'r ( � F,r ^', '' '. ti , t 4 t 4 ' A, ,, '.S' `U! T F1.' , r` 1 ' t \., ,v . �. ,x , y ! fi �� 4 . l 1 1, tl ut '5; 4 a ,.N ' 1L , ^'• 4 .' 4 '1 1 �+. {} .,. •i t ,:? tom � � xY!„ • C. C INSPECTION RECORD - Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • 6) 431-3670 Profect: A • • ype o no. • : s , in G., . ' . 4ress: I i S D i E INVA(v1 - , 6\ 0 *ITT:: quilipp■ Special Instructions: Date Wanted: 1 I 1 _, ' (e.--1 (p am. C) Requester j tz i ev., Phone No.: 9 ,4 3 ,. 0,33, A pproved per applicable ce ± des. 0 Corrections required prior to approval. 1 _-------........ COMMENTS: .... . .. . , , . . , , . • , 41111111111111•I ' • . . . . . nspector Iiiiir __ . 0 $yloo REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , INSPECTION RECORD \-} Retain a copy with permit 0 2.12- 1 . • ,„ A 1 PERIN NO. k CITY OF TUKWILA BUILDING DIVISION 11 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A (206) 431-3670 -137677-" Fof2A4P, YP " 1 A4T ikAAIZOASP L e * Special Instructions: Date Wanted: 96, am. Requester: -3-1M Phone No .21 - sto o Approved per applicable codes. [6. Corrections required prior to approval. COMMENTS: 6AAL,s NAD oc.P air -*A wi pro • XAGC- ■Ai " g-vw, tLAft. . ck" 14ArsiDLA" " • NM-C. - 6pao:24 • Alra w RN" err-, cE 1.-reN CO 1J C-0(t-NIN W - .c 3 al S OA LAG 41% ON. ettNiv I LA nspector: hill1521111111111 C3 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tRecetNO Date .....-_. a. v.-. r. t-.., x._..... a....:. c./.a.u.ti.q+.�n:.:♦arwww.r.n,.. .a «n...... ....ww+.._rwwiix ua<. h. eyc; L:.. w- ..ra«.vlr:..�'ir«v:W.')..•-1us: J y..�- u3e.N' = ::Vt U -v:._, 2._ INSPECTION RECORD • S _ . Retain a copy with permit 4. CITY OF TUKWILA BUILDING DIVISION ■ { 6300 Southcenter Blvd., #100, Tukwila, WA 98188 cik (206) 431 -3670 • r� : Type of Inspectio t AAA. r ` nstructlons: e rat ` � Z Requester. �..1 Phone Na: -.05 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • ' a Inspector: ffi � : . . JAM ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rooept No.: Rate: f " r ,r.. ,..,.. .u:�.,,.._.r...:a'. a.....; tr; k:: 1:...-.. y.._+ F. tnf,..' �I+ stiiiL'. S'.. ir.' i.h,iRtl- .c:.L'.:.s�M..e "•:^e_ r.. 11 ,.....;r.: .. ' . .. r mil 0 . . ., ., . INSPECTION RECORD -596- Retain a copy with permit 4D7-12.-/ : :. • . r , •. Pow NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 iiik (206) 431-3670 1 5,4 E 0 L ypeo n - —n• li re ... . 2.‘ . , 1cL tirmosiumEm .. -7msm nstrucl on% V.I• late "anted' 1 2- -C6 Requester: To vue. Ph" Na: 2- or: Approved per applicable codes. 0 Corrections required prior to approval„ . COMMENTS: , . ., •, . . . . , . . • • ' ..," . , 0 moo REINSPECTION FEE QUIRE/ Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. re . 1 .. al. il..a.....f. • • INSPECTION RECORD .55 Retain a copy with permit 0272_ II • • e IN . PER NO./ CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 96188 \ (206) 431-3670 • roe : ypeo ns. •n: ' ress: e • nstruct ons: ,4 Date 'anted: Aar p.m. • equester: Phone te..pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: o nsPect" Illird _ / _ - paw REINSPECTION F:4EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1Rece*No Date t. 1."Nta L. . 5 • 4IP C INSPECTION RECORD • i f Retain a copy with permit .• • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - v.k. (206) 431-3670 -r. , , • ype o : A b uit. ; , g iot AcIdrem: Dal ‘' /IS? e it Special InstnictIons: anted: / X /Til 7q,cg Requester b 031p 0 Approved per applicable codes. ;RI Corrections required prior to approval. • NIMENTS: .041 Are' ..4 1 47 11 041 4:;■ M1 )-,6 1 • , , , - - , • „ • A Inspector: Or El $30.00 REINSPECTIO EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rocco No.: I Date: i s .t . r • " """`...t.. ,_,. v..,.,._.., �...._..,. .�w.....w:...,.vu�. ........... ....»..............,.........."_....._... �.,.....-,........— u y.... n. w. raa;.. s..- r. d�. a.:. �a. �: cv.sa,c.�v..%rewi..4.u.wn -,uw., INSPECTION RECORD Retain a copy with permit C` �• • -" • • • PER N0. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 q+ (206) 431 -3670 roe ype o ns n : , 1.2 i,- Address: F.% e • Mar I IYA.) Date Called: t 3 b _� � Special Instructions: i Date Wanted: _ ant () Requester: Phone No.: ►/ Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: I Inspector : , Date O $30.00 REINSPECTION F REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. \\ v IN §PECTION RECORD P3G - Retain a copy with permit 07;12.- „ • - •� • , PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \I ± (206) 431-3670 ro �a pWAR� i (6.1 _ o ns n:v t n 1.. VW` Address• 52( M 15ate�ffa e3: I _ �b" c Special instructions: IN1 5 Date Wanted 2. Requester: - M (,Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: j (.r /1 5i, /,Gtf , z1- 74, d P/ 612 H es Gam' J 5• £/6,(.9 i--- e-)4_ tom- - `4,t [ eor 0: e• ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. �. N, F ra` � � _ __ .__._... �.. r»♦ Yfr......_ rw:. GJ.' wR. Y. f... l,._..^ ti:¢ ���i�k���T4._, l4lgs�.. 155� i2 1 t. �d;! �Kf. � .. �.. k, � ,f- ..rl�!�Lt�%�7�.k .!..'�t �d .u. 0 k.._.. 0 INSPECTION RECORD i Retain a copy with permit 02 1 ••,. .• • 411 1r1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 1 . 1) 1 1 (206) 431-3670 • Project: Type of Ins t.C• 'Li CATI7 Address: , Dade Called: ft 2/ ...-- . 4 Special Instructions: Date Wonted: ,.- --- / oa@ 1 51A Requester Phone No.: . , . 4 Approved per applicable codes. 1 1.3 Corrections required prior to approval. • COMMENTS: i ,., . , . . 1 . i . . i 4 T ■ 1 , , .. . , . . • ., , , , I .. . i I ■ i R .: . ` " ' :,',, . ' . , ' ' ". ' ' " ' • F aSPOCIOC C 3 ,....... 1 0 moo REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at . 1 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. i 1111311716-77----------.......--:„..--......... j '. 0 0 INSPECTION RECORD • Retain a copy with permit 02'"72- .v. Tre CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 431-3670 ti 'roe.: yA liOVIAJA N ypeo ' , Sp nstruct ons: tAjl 5 Date "ant .1 1 7 - 10 420 en. Requester: —Ti . . FIRST Pi Al h,e- • ' " - 0 [k Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 0 'C-E1 C P (Aflke LL S L 77) CAT". OGA G YZA 0 t4E:16147 • • . • . rtspector 111 e igior 9 - ‘3 moo REINSPECTION FEE REQUIRED. Prior to relnspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. I Hoc* Dae: • (A: 1460 4 44.4. 1110 0 1 INSPECTION RECORD 8 q Retain a copy with permit 03 • PERMIT NO/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 v b./ 4 (206) 431-3670 ir Project: j « Type of mr cdf Tffrees: ene) L) Date Called: _ a _ Special Instructions: Date Wanted: , ac Requester: ji Phone No.: 3 L/ 3 - K Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: o sai (AO Ccsp. (AA L nspectoa_ Date: 0 moo REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece • ........:.)..:'.: S'..-. i... w.• A:,'>. e.'..+: a. r.�Y.LLif.u.l's:i!':4ttK.F[.•JKP anew.au.w. +u+.+...«u,y.u.+.,,a ...,• �.1.-:^ Yw' r. tu �. v.. f5•` au. nx. n. w..' w. rnl vwae. ra .w..rn.,w ..............�....� 0 19 IN SPECI'!ON .RECORD 6 Retain a copy with permit 021 PERMIT N0. CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ��,t► (206) 431 -3670 •ro P`J FOP-.WATZ.l 1 tN.. ypeo ns.:. 52., e. • iNAL, • :. nstruct . v\14 5 Date Rant: - �� Ira 9s am. in Requester. - m 2 L it 3- Cne3tp Approved per applicable codes. O Corrections required prior to approval. COMMENTS: L 414, rr /Vi yl 5/4/ ' c' - Al a l " . . •0 7 1 . • S • •1 Inspector: f or Date: — O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. } .. ,.....4. .4 t. f..,• 1 �•w.l.'S tl vM?�.: L��IE+'.4i`�j(n�1:% }: fl�i .lY:A�t}Sl�,' '..]'R". i :.:'t_`f IAIt�3l�fltf�i�tt` ?.;'uiSLi} #15'•yfY.1S' N..4}a.RW..... _ . `.� .!( 5 • . 4 I >■.., a .1e,A .S INSPECTION RECORD Retain a copy with permit • - . r , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: ype o ' :1: ress: Sp: nstru ons: Date Wanted: 1/—/ ef..— 75 0: 440 Requester: Phone No.: 7; Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ALA 4 .4 6 il -..- At . , Inspector: iii mcwr Date: It .4 „at i I NIP Ncl.00 REINSPECTION FEE • EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i lliZeot No.: 0 l INSPECTION RECORD u ars Retain with permit ©27 a copy t pe , T • - r • ` ` 6 . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION N 6300 Southcenter Blvd., X1100, Tukwila, WA 98188 t 46. (206) 431 -3670 • . . ress: 1 :.nr►* 4;R; nstruct arts: 1: : Tt. :. : equester. Approved per applicable codes. ❑ Corrections required prior to approval. ...Age__ Ad,. COMMENTS: nspector J , _ WM tom ijIMEai ` - I - ❑ $30.00 REINSPECTI / N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: .r. .... c. fr ... .. _ .:.s, , P c . 2.. 4.1..,a, t4AAi44- kt, 416akl$fi°a2Ta.i.,11 J,'.tri tii n ,.: , ..-4.. .y,:; :inra.N...k y, ,;,. i+. ;:t,,1 .: ..;: �. � F Slavic! kehle • 'architect September 14, 1995 CITRECEIVED WILA SEP 1 8 1995 City of Tukwila PERMIT CENTER 6200 Southcenter Blvd. Tukwila, WA 98188 •ATTN: Mr. Robert Benedicto RE: JAS Forwarding #B95 -0272 Special Inspections Dear Mr. Benedicto, The following special inspectors have been selected to provide services for the following items: A. Soils compaction verification under footings: Geo Engineers, Inc. 8410 154th Ave. N.E. Redmond, WA 98052 (206) 861 -6000 B. Concrete footings, anchor bolt placement including torque testing, shear wall nailing and floor nailing: AAR Testing Laboratories P.O. Box 2523 Redmond, WA 98073 -2523 (206) 881 -5812 Thank you for your efforts regarding this permit. Sincerely, David Ke le DK /ck cc: Bob Hart Richard Hudson (206)433 -8997 ❑ 12878 INTERURBAN AVENUE SOUTH ❑ SEATTLE, _WASHINGTON 98168 •- /0,................... ....14:1.. ' • ... Rants, Mayor .11....: i 647 , s- .% City of Tukwila John _It , of.? 9 ,„ W. ) ..= Fire Department Thomas P. Keefe, Fire Chief ,, ,:........ i 4 ...... - - ' - TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. ---, Project Name --I c‘C) -.-' (7, t, Li.‘ f‘ ■e: b IN) C Address /IC ''-/ 4::: el li 7 di A lc' 7 . L. 7 . S Suite # 4= • 'Retain current inspection schedule V Needs shift inspection __„4. Approved without correction notice Approved with correction notice issued J Sprinklers: 5 - 1 / Fire Alarm: / i 1 ,,,, , ,41 (... / ik P 4 / /e) P Hood & Duct: A/ Halon: eV Monitor: / lob 1 /' Gtiec,7 Ceder/ 41 . Pre-Fire: es/ Permits: / . ' Authorized Signature Date FINALAPP.FRM T . F.D. Form F.P. 85 Heolquarters Station: 444 Andover Park*Ealt 41 Tukwila, Washington • Phone: (206) 57.5-4404 • Fax (206) 57.5-4439 I' ,-, • • 1994 Washin i State Nonresidential Enera Cod/ 'omeliance Form Envelope ummary.. ClimateZon = I • .ENV -SUM: 1994 Washington State Nonresidentiat Energy Code Compnance Forms Apni. 19;4 Project Info Project Address 11 EA '''f M Ai I HAL W 4), Dat /�, 6 f � (6f For Building Department Use SAS / lf - 10 Applicant Name: PkJI P Applicant Address: I 1 .ff 7 f2 ( - u o Al AVF, c'• Applicant Phone: (S 0(;) 4$9,-)„. pi-1L1 WA • Project Descri • tion It New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option 0 Prescriptive • . Component Performance ❑ ENVSTD 0 Systems (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ❑ Electric resistance All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be Included in the (vertical & overhd) divided by Wall Area times 100 equals % Glazing Gross Exterior Wall Area if they are insulated to /_ r� the level required for opaque walls. I • - MI I X 100 = 11 W /D Concrete/Masonry Option D Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. Soo Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Walt Requirements Fully heated/cooled space Insulation on interior - maximum U- factor is 0.19 Minimum Insulation R- values Insulation on exterior or integral - maximum U- factor is 0.25 Roofs Over Attic N /PC If project qualifies for Concrete/Masonry Option, list walls All Other Roofs 1 with HC z 9.0 Btu /ft -•F below (other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls 11 from Table 20-Sb In the Code. — Below Grade Walls ( Wall Description U-factor Floors Over Unconditioned Space N!A (including insulation R -value & position) Slabs -on -Grade 10 Radiant Floors H /A Maximum U- factors Opaque Doors Q fin Vertical Glazing � d Overhead Glazing N A Maximum SHGC (or SC) VerticaVOverhead Glazing 1 1 Semi- heated space' - Minimum Insulation R- values Roofs Over Semi-Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: , 1994 Washin • State Nonresidential Ener. Cod "om • liance Form EnvelopelJA Ca lculat i o n s .'Climate Zone ENV -UA 1994 Washington State Nonresroentar Energy Code Compliance forms April 1994 Project Address 1 1 X2-1 EM -r M a I HAL WAY �l>U'r H Date (O .. 2-7 , pl r�- Space Heat Type 1 0 Electric resistance 13 All other For Building Department Use Glazin Area as % gross exterior wall area I1 ( % Concretef?i laso 0' Hon 0 Yes © No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, , Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13.1 for correct values. Building Component Proposed UA Target UA List components by assembly ID & page # U- factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U XA)) U =0dd} Plan ID: E)t 4 -I OIL cz (04 x I4 ? - -121,` C t ' W�.. z G121.160 , U= Plan ID: Glazing % Electric Resist. Other Heating Q , U= Plan ID: 0-15% 0.40 : 0.90 . r .R U= Plan ID: >15 -20% 0.40 1 0.75 I > c) U= Plan ID: >20 -30% not allowed 0.60 U= Plan ID: >30 -40% not allowed 0.50 U= Plan ID: (see Table 13-1 for Conc/Masonry values) U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating or U= Plan ID: 0-15% 0.60 1.45 d N ' U= Plan ID: /` ' >15-20% 0.80 1.40 ' 68 a U= Plan ID: >20-30% not allowed 1,30 U= Plan ID: >30 -40% not allowed 1.25 U= Plan ID: (see Table 13-1 for Conc./Masonry values) te , U =O.'�, Plan ID: Qj r< �j x 7 0 V*" x (G� = Q O. t'v0 n (P L P.) f5 Fa" 8 U= Plan ID: . Electric Resist. Other Heating Q O U= Plan ID: 0.60 10.60 1 N .. R= 0,f4.Plan ID: r II-IG7 0, 03 % & I U3, .O $ 74' ' - 11,4 ,t r$ R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.031 1 0.036 I V) R= Plan ID: F , O R= P ID: M / r Electric Resist. Other Heating ;s R= Plan ID: 0.034 0.050 , R= fj;4(pPlan ID: T' ) � 2. -- 1/2 -ICJI: fLIKK -. a I I E7 � .5 ` 24, 7.4 ! P D, i 4 $ 7 in R =6, Plan ID: INTEHOr- 0. II ✓ ✓.p� • FJ - 4 �, .T1 .,t v R= Plan ID: • % 1 � 1073. Lp✓ Electric Resist. Other Heating R= Plan ID: Ordinary '0.062 0.14 to . R= Plan ID: Metal stud 0.11 1 0.14 j O . R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID: • Conc(oth) 0.25 0.25 1i AMY tn R= Plan ID: n g 3 R= Plan ID: H/ \ Electric Resist. Other Heating c' m m R= Plan ID: Ordinary 0.062 0.14 ti c5 R= Plan ID: Metal stud 0.11 0.14 R= Plan ID: v R= Plan ID: N r I/ � Electric Resist. Other Heating g R= Plan ID: ` 0.029 0.056 g 5 R= Plan ID: R= 1() Plan ID: .XTEI�I OIZ 0, q'� s 1 ,- - (r) , L 0. - x Ls • . I 'i -6° R= Q Plan ID: IN-m.r- lOf- -- O,1 P - 1 = ° I t • ✓ Electric Resist. Other Heating a i t R= Plan ID: 2� z 1 / f , �_ • .� F =0.54 1 F=D.54 1 R= Plan ID: � (see Table 13-1 for radiant floor values) 'For CMU walls, indicate core insulation material. I I I I ar( � 1 v t % Totals I I !) ,�_ l'11. ° I Totals l 2.(`7 '7 2 i For compliance: y 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. I 1 r 4. f A 1994 Washin. . State Nonresidential Enera Cod - "'om•Iiance Form • Envelope SHGC Calculations 'Climate Zone 9 .ENV - SHGC • 1994 Washington State Nonres,aenoai Energy Code Compliance Forms April, 1994 • Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID 8 page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Plan ID: I ' 1 4f,' .7D ' I 42 75 1 Y I -737-75' I+J2 , .✓ Plan ID: Glazing % Electric Resist. Other Heating . u r Plan ID: 0-20% 1.00 1 1.00 > Le Plan ID: >20.30% not allowed ' 0.65 . Plan ID: >30 -40% not allowed 0.45 • Plan ID: (see Table 13.1 for Conc./Masonry values) • 'Note: Manufacturer's SC maybe used in lieu of SHGC. �� l � - Totals �-Z a"'1 I ASZ , Totals 12 For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC - Target SHGC • List components by assembl ID 8 page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A to c Plan ID: _ ' Plan ID: Glazing % Electric Resist. Other Heating 15 Plan ID: 0-20% 1.00 1.00 m Plan ID: >20 -30% not avowed • 0.65 i Plan ID: >30 -40% not allowed 0.45 0 Plan ID: (see Table 13-1 for ConcJMasonry values) • N ote: Manufacturer's SC maybe used in lieu of SHGC. -_ TotalL Totals For compliance: . 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Targ Area Adjustment Calculations . If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13.1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area 1: OG= 2: OG= 3: VG= Note: 00 = overhead glazing Opaque Area 4: 5: 6: VG = vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area I I xr 0,0I_I 100 =17: Target OG Area In Roofs over Attics Target OG Area in Other Roofs 1: Max OG Remaining 2: Target VG Area For Target OG's, circle 17: lesser (circle) = 8: 9: and use the lesser I — 0 ( ) ! — 13 lesser (circle) I I values both here and 7: 8: below. Proposed Opaque Area Proposed OG Area . 1 Target OG Areas'' Target Opaque Area • ' • • 1994 Washing State Nonresidential Ener• Code ^om.liance Form Lighting •Sum ary m `' • . • L TG -SUM 1994 Washington State Nonresmenhal Energy Code Comphance Forms April. 1994 Project Info Project Address 11,92_1 M ti tZ^.•.•I IA WAY / Date / _ .2�,. I GJ - fur-v/114\ $ wAsul N I c1 - 1 - 0M 01167E- � For Building Department Use / P1-474 r• jp Applicant Name: DA\/17 I1 LF 71\12 I-iGT • Applicant Address: 19 1 H-r F �- t I�ly A r� t /\V E, Applicant Phone: C O 4 ' ' 1 � + � � [Project Description l al New Building ❑ Addition ❑ Alteration Compliance Option ❑ Prescriptive .5 Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive 8 LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60 % of the fixtures are new, and Installed lighting wattage Is not being increased - Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft' " Area in ft' Allowed x Area - I1r-4 0 t= IGEc-9 f% I. • 160. From Table 15.1 (over) - document all exceptions taken from footnotes Total Allowed Watts - 1f:71 0 1 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed - tiir. U �G I-11 - - - 2x4 IAt IM (o .°V lG I ZD 0. 1 t 1 r kA '1 LL - 1u13E = LU�IKCr�'� NT- 2x 1 I,AY- IM 1 7 (40 , 11 2!0,17 - t 'L I.IOR'E " L M'1-1UA U. MT D. x4 10 � 1 FAA -1.1 Lieu -1j 1 690 (00 • Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 71 fZ7 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 0.2 W /ft' Open Parking _ 0.2 Wife Outdoor Areas , 0.2 Witt Bldg (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W/lf Note: for building extenor, choose either the facade area or the perimeter method, but not both) Total Allowed Watts • Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of - Watts/ Watts Location Fixture Description Fbttures Fixture Proposed • Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts • • ElL.,nt• WMO2. Wt.. • • SKETCH OF ELEMENT Mote: Make copies of this form for,every building element. r Q Vlt Mt. 3tuo. Q•1g.�� (a h ' Cif =uP . R.11 Batt iteut lal f •• . fib, • Ala Framing Ratio (if applicable) = .13 • Material Thickness Ruin R Value R value Inches Thickness Solid Cavity ot; b ra ..I Oh Gogrx covz, s ak .5°4 $Vz, .. .. (fob lct; buy • (a! • • • • Summation R Values . .‘{ • U = 1/R • I% 9 U Vz•re for Element (Avg.) _ . `) 8 - Area of Element' = • ° Area of Element Is net area atter openings such es doors, windows and skylights have been subtracted. • • 31 IC � EleLnt: _ _ fit.. • : SKETCH OF ELEMENT Note: Make copies of this form fot every building element w�rryy 3 /2." �L � AI* fir l °A. . , rtil . P • SI tg%MiOft .. ., wa HO ice • , Framing Ratio ( it applicable) • .13 . • Material Thickness R /In R Value R value ' Inches Thickness Solid Cavity _ 11. toe la �u.t� .01 1 1 / 3z 6r10 11 i t fWe bia Mt 101 III i • . ,, , • . Summation R Values . �j.q4 • U� 1 /R ( 0.11 U Value for Element (Avg.) = D. I I , . . Area of Element" = . Y " Area of Element is net area after openings such as doors, windows a.nd skyights have . been subtracted. • • l / r ›LPC 1 0 • . ∎ Elerh�� t: F-DOF- S1FP- UC,TU.1 • SKETCH OF ELEMENT • Vole: Make copies of this form for every building element. J 5t.to -vr r2 . 1 kIlltati ti � t114 • 12 {a losUt -I .. • • wi 7r- libu2tt tt -- Framing Ratio (if applicable) _ ,I1 I Material Thickness R /in R Value R value IN .__ Inches Thickness Solid Cavity 11151ne DN IL1' • ,(0 UriDt2 S1t1P s 1 ' 3I.. I Jiu. .•`F 1 11 itt ti, . 11 1 . , • . i 7 riii • . Summation R Values tg•71r • - U = 1/R � 1 U Value for Element (Avg.) is O. C). . • Area of Element* _ R Area of Element Is net area after openings such as doors, windows and skylights have been subtracted. COM • V u NC1 2: • R =1t. /P-1-1+11 _ 2 22.t U- a.a2 ZAC7 /f7 ,1 • Ele(.r4nt :,»t4444 1 SKETCH OF ELEMENT Note: Make copies of this form for every building element. fSEZ))101,. 12. 4111i • k a,,� cam. Framing Ratio (If applicable) • Material Thickness RIIn R Value Fl value Inches Thickness Solid Cavity 1451► •tol 1N0U ir .►J • (?iIN4 � i1,� W4 1.% 1.81 • . Summation R Values • 22 U = 1/R (tjDFj U Value for Element (Avg.) 0. or. Area of Element* " Area of Element Is net wea atter openings such as doors, windows and skylights have been subtracted. ./4tC,/ • Elemeni•,CetiltsiG4 • SKETCH OF ELEMENT Vole; Make copies of this form for evoty building element. f3 4 1 ;II: 121.1e • 141 , kArPitC0 , • • • Framing Ratio (if applicable) t Material Thickness R /In R Value R value Inches Thickness Solid Cam:ty b e It 0 A IROU I • 1i 7 • O. • • . Summation R Values . 14. 1 • U 1/R 04'07 . • U Value for Element (Avg.) 0.01 kea of Element' Mae of Element Is net wee after openings such as doors, windows sod skylights have been subtracted. �" f • 131s . ICr • f . �� it I �i I 27 \ STRUCTURAL CALCULATIONS FOR THE BUILDING 10 MEZZANINE GATEWAY BUILDING #10 SOUTH 116 TUKWILA, WA. • STRUCTURAL ENGINEER: RICHARD HUDSON & ASSOCIATES 1605 12TH AVENUE SUITE 18 SEATTLE, WA. 98122 (206-324-6160 r WA$ J> y ti 14 /0NAL 'MIRES 5/12/97 I . • RICHARD HARD HUDSO ' & 4 y JOCIATES, n c. JOB � � " N . ' i o 1/Y1 t. CONSULTING ENGINEERS SHEET NO. M OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE SEATTLE, WASHINGTON 98122 n 206-324-6160 •._- r _..__1._..._._.. -_ .__ _ ... . , . ;_._... _.. . . , . , i , ...... _ f 1 , , , , • • I i 2,12 _ . _ �._.._.___. �... 1 ( . I I , �� .�1 6 _ � _.. I 1 i ! 4... 1 - i 1 Vr�l� Imo,,, o I ( PA-ii - r� ; ion 20 _ _ _. _._�_ _._. _ - .__. _ _ . I 1.. , 1 l I{ I ! 1 l I i 1 I I 1 l .. r , 1 ' t - __.___ . __ �._..1 . ii I 1 b (`.i i I y • 1 I l , 1 i � 1 ,. I "! - 1 0� i ..__. I I 1 � 1 I i 4'� TJL� .j I 1 i l li . . .. r _. _. _..... .... L.... . 1 ! l II IT'J ,LX!- G l cQ ' l I i 1 1 {I 1 I 1 . � I !. 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' 1 i I eo2..,' --- - --- ------ - •ti - ..' - - . -1 ' , ; • ' : .. . b - - i • . I F .... to:21i .> ) czz ) '*. --.. - t;v1 --, --, 7 Tx, r/4, • . 1 1 ; . -1 ; • , ; ! . ; ; ' ,i-A , . . • • . • • . . • • . • . • . . . , . . . ......_ ....... .. . . .. RICHARD HUDSON &C,_SSOCIATES, INC. JOB Cif INIVA k f eviu.)04r, 10 1 CONSULTING ENGINEERS SHEET NO. 1 1.1:3 OF it 1605 12TH AVENUE • SUITE 18 CALCULATED BY e LA. DATE G, iz.t. /V i SEATTLE, WASHINGTON 98122 0 206-324-6160 1 . . . , Wif-V ""'" , , . I : .-...._..........--. , I , ' ,.. .t.. ,, , 1 . - /A-,r 60 I .. - I I 'I- r , `.. .1 - - - - ' -- - - 1 14) 00 7' / e) (/1 +7 z'o r 1 V ?-rtfritt I _ . . , . . ■ -1-----....t.,_ - - • ,• • - • 1 1 1 g 11 d , (! )..... /■. .._._ ...„1 .... ..' . ._ , , _..; . . 6.G. 51k/ ?... "cl • i ; . I 1 .. ---. --- ._....j •...4.•-_,I. -1......._; ...... ...L..... 1.____ ...... .. 1 ; _... ; :. .; ; i !.. . ; . ! i R t I p 71s-( i 4, !sfi) r.. e fr . ; 1 . • • 1 . A - - - . - ... 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OF • 1605 12TH AVENUE • SUITE 18 CALCULATED BY 131LL DATE 10 >i 6, /5r SEATTLE, WASHINGTON 98122 . . () 206-324-6160 ....-- . ......... . . . . . . . . i • i , . . . . . . - . i 1 ...,-- _ 1 .• i , , :. , ; , . . . . .., . . , ' I.C.T Petit! 6.... .I1K/i1- , 5 rt:. S ruto.f. ,• . . . . . , . . . .. . . • . • , . . • . , • . • . '‚II : . .. . . . . - ; • ' 1 - ..---_-- -I i -,--H•-••i- ;; .-i•••- --------)---- --; - • .., - --.,..- - v . • '.; . , . .. . it r,...-1 1 - lo /2; L 24-' z. C) 1- 2.c.) -t(c ii' 11 BS . . . . , . • . . , . i , • „ • ' 1 1..) 1 4S14.;. V ) ud.r. i sluoi I .6 CC: . . .. , . 1 ...., [ . . • L: , , , 1 I , , i . , . . . • . . • . , Tal.elt.. I " 5 S i( 1 1((i. I ' F(..iiliCrt: -. 1 ■ . . . . ■ , . I ,.,... I 1 I i I 1,1 .1\ 0 . .. L U L . . , . , . ., . . .. I . . . , . . • . . . . , 1 • , . •,, .. , ..........1.......1... L. ...441'4(1 2 liA.5'.• , ....i. • - . . i ..... I. ,.. . . . , • , 1 • -7- I 1 . I I ! 1! : ! • 1 I I i r . 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V I. $ i ( 1 . .�, t . 4 lw ,/ I ' r ' L O W .. .044' .4,:s-3 ! 191 """..--f RICHARD HUDSON 8C OCIA'ITF�, INC. JOB ( °' / �7 IV r, it) owe -r ) CONSULTING ENGINEERS SHEET NO. OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE SEATTLE, WASHINGTON 98122 `/ 206 - 324 -6160 ;�.1. 14 !C i C .r <� ; _. Xrsr (. , �w f" �`• c c L�rM�t. l.. r , • ,... .. _ =.., .. ,.._... .. _. - -._. a -.. _..1. - .__... .. .. , ',. , i I , 1 (ifep- ?,6),‘,1- 1 . i 4;se) 1 t f" o r ' i 11 I 1 !uv i i 1 ' Ll. - ! • , t t j f t 1 4,- il= 30)(zq.s tr /S )1) 7 "Z. . 4- , oc, ... . i 1 1 1 1 i i 1 i (� /S� t — . .. , - . . . , I i 1 �. I H HH ; 1, , I i I L j . ..I i • i . .. .... ............. 1.._._ 1 ..._. ',.... _.. ._ .. .... i _._.. i ... ._ .. ... ,.._.. i , i t t 1 I , . ,... . ..!....... V .. ......,..........11..._ I • i t i (" i j ; 'I!Ji ,� , I �._.. I I ; i I i 1 i 1 • i , ...... 1 ....t 1..... t ., . �. 1. l ...1.- . i . .j I f • j ! �. . _._ ....t . i ' i , j i i 1 i i I • . 1 1 ..1 ii , • • :_. _...�....�_l__ I .. . . . I . • I �i i ; i 1 _.... i ...__._l.... __. _ ._._ ' ._ i yy 1. i i i i 1 I I . _ ; . . , t . ; ; . • , . . I ! t 1 .. r ' t._.. _. -.i i I I ._ s . .I.. ' . 1 , I i i i 1 I . I '. i. 1 DESCRIPTION » TRADESHOW BUILDING 10 COMBINED MEZZ + ROOF LOAD GRID LOCATION » C/2 - - -- LOADING DATA I I I I I DEAD LOAD k 36.73 0 0 0 0 0 LIVE " k 55.15 0 0 0 0 0 SHORT TERM " k 0 0 0 0 0 0 SEISMIC ZONE (0 =wind) 0 0 0 0 0 0 OVERBURDEN WT psf 0 0 0 0 0 0 COMBINE LL +ST? yin Y Y Y Y Y Y - - -- FOOTING DATA - - -- LENGTH & WIDTH ft 7 0 0 0 0 0 THICKNESS in 16 0 0 0 0 0 # OF BARS 7 0 0 0 0 0 BAR SIZE # 6 0 0 0 0 0 COLUMN SIZE in 12 0 0 0 0 0 f'c psi 3,000 3,000 3,000 3,000 3,000 3,000 Fy psi 60,000 60,000 60,000 60,000 60,000 60,000 BAR COVER in 3 3 3 3 3 3 CONCRETE WT. pcf 145 145 145 145 145 145 SOIL DATA BASIC ALLOW. SP psf 2,500 0 0 0 0 0 SHORT TERM MULT. 1.33 1.33 1.33 1.33 1.33 1.33 DEPTH BELOW SOIL ft 0 0 0 0 0 0 INCREASES PER FT DEPTH psf 0 0 0 0 0 0 WHEN BELOW.... ft 0 0 0 0 0 0 PER FT WIDTH psf 0 0 0 0 0 0 WHEN WIDER.... ft 0. 0 0 0 0 0 -- CALCULATED FORCES - I I I I I I Max. Static SP psf 2,068 0 0 0 0 0 Allow Static psf 2,500 0 0 0 0 0 Max. Short SP psf 2,068 0 0 0 0 0 Allow Short Term psf 3,325 0 0 0 0 0 One Way: Allow psi 109.54 0.00 0.00 0.00 0.00 0.00 Vu /phi psi 48.91 0.00 0.00 0.00 0.00 0.00 Two Way: Allow psi 219.09 0.00 0.00 0.00 0.00 0.00 Vu /phi psi 137.01 0.00 0.00 0.00 0.00 0.00 Mn k -ft /ft 26.82 0.00 0.00 0.00 0.00 0.00 Mu /phi: Actual " 16.17 0.00 0.00 0.00 0.00 0.00 - - -- REINFORCING I I I I I Actual Bar Depth in 12.63 12.63 12.63 12.63 12.63 12.63 MIN ALLOW. % STEEL 0.0014 0.0014 0.0014 0.0014 0.0014 0.0014 200 / Fy % 0.0033 0.0000 0.0000 0.0000 0.0000 0.0000 Req'd Per Analysis 0.0017 0.0000 0.0000 0.0000 0.0000 0.0000 USE % 0.0023 0.0000 0.0000 0.0000 0.0000 0.0000 InA2 Req'd per Foot 0.348 0.000 0.000 0.000 0.000 0.000 Total Req'd in^2 2.434 0.000 0.000 0.000 0.000 0.000 - -- REBAR CHOICES I I I I I Quantity of: #4 13 0 0 0 0 0 #5 9 0 0 0 0 0 #6 7 0 0 0 0 0 #7 5 0 0 0 0 0 #8 4 0 0 0 0 0 #9 3 0 0 0 0 0 #10 3 0 0 0 0 0 I 1 1 1 1 .. .. ... ..: r:e3:.�:,3'....r . a....ar. f. ........,..._. .......... ...... ............acar,rnr..r. srf.. t.rr o- r.... ,.am.w ,...o.....n...«... r..,. r.,r.,...,........,.. ..........,.....,..sn.....er,. .e ✓rnrw.-a. —rr..x .-r '. ..... -: �!.r • w.rt +n ..•y�yx.. I SHEET NUM3ER(S) 6r)'), , k7 `zs • 'Cloud^ or highlight all areas of revisions and date. revisions.• SUBMITTED f 1 iSS • , FRI ) david kehle ';architect_ September 14, 1995 CITY RECEIVED SEP 1 8 1995 City of Tukwila PERMIT CENTER 5200 Southcenter Blvd. Tukwila, WA 98188 ATTN: Mr. Robert Benedicto RE: JAS Forwarding B95-0272 Dear Mr. Benedicto, Thank you for your review of this tenant improvement. The following responses relate to your item numbers: 1. The SD -1 cover sheet will be modified to reflect the 1994 UBC for the tenant improvement portion only. The building area can be calculated using 3 side setback for a maximum area of 72,000 sf. This will be noted on the drawings. 2. The warehouse is an Si occupancy with a B office. This is changed on the SD -1 sheet. Per table 3 -B (pg.l -60) No rating on occupancy seperation is required and therefore, balance of comments are void. This occupancy is an S1 since the items listed in Section 311 under Division 2 are not what is being stored. 3. Doors 26 and 27 need not be rated since warehouse is S1 occupancy. 4. Sheet A -7 is modified to reflect the wood stud framing per structural. 5 thru 10. Shall be addressed by Structural Engineer, see attached. 6. See attached letter regarding special inspections. (206)433 -8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON .98168 • :... ';:Ji.:+.,n,' M ^.i.o-r r7 r,rerro ,..„».. ...v<. +. veer :.m+ltitAt lair} aarrT srx,xe.+ 14.70 u». 914WW t:eutg'.'?..0V` X11.' #'i 'I tn''. Iik'A'"S"Y3IV i`.1'H+4gri* 410 1 11 david Kahle arohitect September 14, 1995 RECEIVED CITY OF TUKWILA SEP 1 8 1995 City of Tukwila PERMIT CENTER 6200 Southcenter Blvd. Tukwila, WA 98188 ATTN: Mr. Robert Benedicto RE: JAS Forwarding #B95 -0272 Special Inspections Dear Mr. Benedicto, The following special inspectors have been selected to provide services for the following items: A. Soils compaction verification under footings: Geo Engineers, Inc. 8410 154th Ave. N.E. Redmond, WA 98052 (206) 861 -6000 B. Concrete footings, anchor bolt placement including torque testing, shear wall nailing and floor nailing: AAR Testing Laboratories P.O. Box 2523 Redmond, WA 98073 -2523 (206) 881 -5812 Thank you for your efforts regarding this permit. Sincerely, * 1 ' ii David Ke le DK /ck cc: Bob Hart Richard Hudson (206)433 -8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON 98168 RICH ( D HUDSON & ASSOCIATES( NC. Rick Hudson, P.E. CONSULTING ENGINEERS Chuck Morris, P.E. 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 -324 -6160 FAX 324 -6248 September 13, 1995 RECEIVED p � CITY OF TUKWILA David Kehle, Architect SEP 1 8 1995 12878 Interuban Ave. S. Seattle, WA. 98168 PERMIT CENTER RE: Proposed New Facility Gateway Building 10 South 116th Tukwila, WA. Re: JAS Forwarding, tenant improvement, #B95 -0272 Dear Mr. Kehie: Attached are revised construction documents for the above referenced project. We have made corrections to the drawings in accordance with the letter from Robert Benedicto, Plans Examiner with the City of Tukwila Building Division, dated July 17, 1995. Specifically the corrections and /or our comments are as follows: Item 4) Office area walls shall be wood framed. Architect will respond to this item. Item 5) 18" SSI 425 floor joists will be used at the mezzanine level. The plans have been modified by adding the specification to an addendum to the General Notes, reference plans. Item 6) Calculations for the W18x55 beam are attached, reference calculation sheet page M -1. Item 7) The requirements for structural fill are listed in the General Notes for the main building shell reference sheet S3. I've included calculations for the footings in the office area. The plans indicate a minimum footing width = 1' -4" for the continuous wall footing, (Re: S -1), which is greater than required by the calculations. The contractor excavates the 'wall footing trench with a 2 foot wide bucket which results in the same width for the footing. Item 8) The plans have been modified to include specifications for the grade species and stress grades for the wood framing, and for the glue laminated beams and structural plywood. Please reference the General Notes Addendum. Item 9) I have attached the calculations for the lateral analysis and design of wood framed shear walls. Reference page ML -1 through M1 -2. • Item 10) See Item #9. Item 11) Special Inspection is required for epoxy anchors, expansion bolts, and high strength bolting. I believe that this resolves all of your concerns which are necessary to complete the structural plan review. If you have any further questions, please call. Sincerely yours, Richard Hudson and Associates, Inc. William (I. Whl e PE Pk� cc: file • , �-- .'U4s'4 • • TAT C_.'� c ✓o 10 e r- r RICHARD HUDSON OCIATEB, INC• S HEET N AC .C.. i t OF 1 CONSULTING ENGINEERS / ; 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE 9 ! / 3 h) SEATTLE, WASHINGTON 98122 206- 324 -6160 I ■ FO VA TIDnf � /ILGf ? , ! P . � Ii. • 1 • i I. -a } I p► j S' L 4 t 2 -t l?) r , ' I 1 3 ' IZ f II VJ„ I i ' (.4 (2Q'. '') c 17) 6.z 1 , ? 2 (3 ) 3U i i ' lt1CZ --y ! i - i _ Z 1 � ri fic--,.." , , , 1 1 ' _ i 1 1G l ..._ } 7 I + i I I l t ; I t 11AK. tb. ;! g i- I 47 0- T2 4-.._if Li i •iq' if I I ,I i : 1 1 I I l I I I ' I F I • y i - 3 _.. _ i ( E T 1 n/ C� ' I 4 1 I i I ..,._..._... 1 ,, _ _.._._ � F - ,._.__ ; -- �.. ._ ii.... S F Z- bA Ezz _ (LUU 2c : PG M ( ; 'r- % / L � 1 1 I ; M In( REU } 0 wk» - 1 12 3 2 rLr q I • , { I i 3 i , I . c : , 1 , , i t 111 i , i f r , 1 ., . . . . • i . _ i .._ __ 3 i 1 , . • ' 1 ' ... , .. 3 , , • , 1 1 v • • .... LocIAs, 6 4..4ew,v v, 10 1/h12 'S 'Y �, RIN HUDSON DSON & INC. Ja I. OF CONSULTING ENGINEERS SHEET NO. 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE E- 1 I / SEATTLE, WASHINGTON 98122 , 206 -324 -6160 3r_ ... _ . I : .1___:.__2____L__:__...... . _______ ?'4 � I a Z • p _ a_ , _._,_.__ -,_ 1__a i ■ 0 I �__ 7— I , 0 isr : I 1 i C _ —_ —� i i . i_ _ l� —1_ _ 1 . n — � .A T... Z�.o X 2 �" 'Y i Ili . ra AA Li f l 12 T -bi, ( ( 7_ 2A i 1 1 o i A L . , { 'P a�.tA ca 't—T C to s I v.) - 2 0 (. 3 (0 4 -1-O + (, - $. 1 I � 2 1 CZa ) Ic 6 1 i C l`t% lc- w 1 S 5 I i ; i _ .__ ... ' = , 0 d' . 14 -11 ) (, I , a 3 L7-9) ,z9 ) ' e . 2' ', 9 /37 v _ i ._ . 9 1 1 -. _ . Wig ._( -: . _ .. , . • ..- • W ,c •.. .q .s 11 *i o O City of �! ukwlla John W. Rants, Mayor - ��► -�+; 14 ..-I . , 4,�� _ z' Ftre Department Thomas P. Keefe, Fiore Chief 1906 • September 11, 1995 Fire Department Review Control #B95 -0272 (510) Re: JAS Forwarding - ► t 5 I£ mw i ncJ. wa s Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.•4404 • Fax (206) 5754439 • :MA, • icy .�; , - v 0 , City of Tukwila la John W.. Rants, Mayor s i �' • • ,1 4;� ' . Fire Department Thomas P. Keefe, Fire Chief ', 1908 _ - c { Page number 2 4 { i I i Dead bolts are not allowed on auxiliary exit doors , unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant , space. Storage under exterior or interior stairways shall not be permitted unless such space is protected on the 1 enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 1210.3) 3. The total number of fire extinguishers required for t your establishment is calculated at one extinguisher for 1 each 3000 sq. ft. of area. The extinguisher(s) should be .;I of the "All Purpose" (2A, 10B:C) dry chemical type. Travel 4 distance to any fire extinguisher must be 75' or less. ;t (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in Y the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 1 Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a . re.utable fire extin uisher service com•an will be Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57'•4404 • Fax (206) 5754439 • w , . r .: off , ` c 0 City of Tukwila John W. Rants, Mayor F"I./P� \ rpr O � �� �.. t • ; artb Fire Department Thomas P. Keefe, Fire Chief 18 90 - • • Page number 3 • required to conduct these required surveys. (NFPA 10A -4 -4) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and UBC Standard No. 43 -7. (UBC 4306(d)) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D.f ile ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Ci i� 11 tr t t t City of Tu John W. Rants, Mayor ti ' '• •. y ? Department of Community Development Steve Lancaster, Director I ' , , ..' •..........• ft . 1908 September 7, 1995 Mr. David Kehle, Architect 12878 Interurban Avenue South Seattle, Washington 98168 Re: JAS Forwarding, tenant improvement, #B95 -0272 Dear Mr. Kehle: , The initial review of your permit application has been completed by Tukwila Building Division. Your application will now be routed to Fire, Planning, and Public Works for their respective reviews and approvals. Upon completion of these reviews, your application will be returned to the Building Division for final review coordination and the preparation of the permit documents. Prior to final review approval by Building Division, it will be necessary for you to submit additional information and /or clarification to the construction documents. The following comments are applicable: ✓ 1. The permit for Building 10, Gateway North, was designed and the building permit was approved under the requirements of the 1991 Uniform Building Code. Since this time , the 1994 Uniform Building Code has been adopted. Consequently, the Code information , on the cover sheet needs to be revised to list the 1994 Uniform Building Code and the building use needs to be classified accordingly. Note that in either case the building cannot qualify for the unlimited area provision due to the lack of required yard /setback on the West side of the building. The maximum distance between Building 10 and the existing building to the West is 52 feet. ` 2. The non -office area of building 10 is designated as "Warehouse ". As such it would be classified as a Group "S" occupancy. Unless it is established that the proposed use of the warehouse area qualifies as a Group S, Division 1 occupancy, a one hour occupancy separation will be required between the office area and the warehouse, and all openings must be protected by assemblies listed for a one hour fire resistive rating. / 3. Doors marked #26 & #27 must be listed as one hour fire rated assemblies w /self closing hardware and the proposed view panel must be reduced in size to a maximum area of 100 square inches and a minimum dimension of 4- inches. This requirement will be applicable if the one hour occupancy separation is required under the conditions of item #2 , above. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 Mr. David Kehle JAS Forwarding #B95 -0272 September 8, 1995 Page 2 V 4. The architectural floor plans indicate a metal stud framed wall at the perimeter of the office area. The structural details indicate wood frame construction. Please clarify. V5. The structural calculations indicates that 18" TJLX @ 16" centers are to be used. The mezzanine framing plan calls for SSI 425 @ 24" centers. Please clarify intent, and include a specification for the floor joists in the structural notes. ✓ 6. Structural calculations for floor beam at grid line #2 results and lists a W24x55 or W18x60. The mezzanine floor framing plan calls for a W18x55. Please clarify and provide the calculations for the W18x55 beam. ✓7. The foundations for building 10 were designed, and the permit was approved under the conditions and recommendations outlined in the soils report by Geo- Engineers. Included in this report was the requirement for the installation of structural fill prior to placement of the footings. In addition, the minimum recommended width of continuous footings was 18- inches. Specify the requirements for structural fill in the general structural notes, and provide calculations for the footings required by the tenant improvements. ✓ 8. Provide additional structural notes to specify the grade species and stress grades required for the wood framing, Also include specifications for the glue laminated beams and structural plywood. c/9. Structural calculations for the lateral analysis has been done with the intent of using metal stud framing details for the shear walls, bracing and holdowns. The structural details are for wood framing. Please clarify, and provide the lateral calcualations for the appropriate details. V10. The two partitions (running East & West) located 5' -5" South from grid line #3 and 7' -9" South from are indicated as shear walls on detail D -2, however they are not keyed or listed in the shear wall schedule. Please clarify and provide details and calculations for these walls. c-✓ 11. Submit a letter to document the special inspection requirements as outlined in UBC Section 106.3.5. : ' r>5. ,., v.. 1', n., {?ni “44, g.,,Y (L',4 `1:,: ,e,"ilM ,"4,A rjfs., ;1 V1zArtre. ", .74tnl ie ATIU^.'n„' ITAMOM,1 lh;xt A a nr ?a ;Y':+trr,.aralq "°rw, MPt'{l,I,'G"stVerI'' ° r . ., i ,' w Mr. David Kehle JAS Forwarding #B95 -0272 September 8, 1995 Page 3 Please review the listed comments and submit two copies of additional information or revised plans and calculations that develop. If you have any questions you may call this office, weekdays, between 8 :30 AM and 5 :00 PM. Inquires regarding the status of your permit application should be directed to the permit coordinator. Sincerely, Tu , : Building'sion i . ' obert Benedic +, Plans Examiner • ► r rGA • CORPORATION August 25, 1995 GENERAL Mr. John Jimmerson City of Tukwila R E "r F;" ' \ CONTRACTORS 6300 Southcenter Blvd Tukwila, WA 98168 Atli 2 Ri 199 CONSTRUCTION Re: Bldg 10 - Gateway North L :',,,: ", ,. , AND DF111_:J..OJ''M } :i`tl .J Dear J PROJECT Attached is a site plan for design revisions to Bldg 10 at Gateway North. These changes MANAGEMENT improve the use and aesthetics of the building: 1. The curb cut at the west entry has been enlarged to better line up with the opposing entry to the Tradesshow building. It also provides easier access to Bldg 10. 2. The plaza area has been changed from the southwest corner of the building to the northwest corner of the building. The new area is by the river which provides a much better environment for the employees and it can be shared with the adjacent building. We will put picnic tables on the hardscape areas. The screen wall at the northwest corner is eliminated to make room for the plaza and the two parking stalls lost at the northwest corner are now provided at the southwest corner behind the dumpster. The exit out of the south part of the building is via a sidewalk which connects to the front. 3. The location of the domestic and irrigation meters is changed per a conversation with Russ at Water District 125. You also wanted us to address the use of the building relative to a designation as "truck terminal ". The user is a freight forwarder. They broker freight in and out of Seattle but very little of it actually passes through the Bldg 10 facility. The warehouse is used primarily for those in- coming shipments which cannot be immediately be shipped out to another destination. There is no dispatcher, there are no regular scheduled truck deliveries or shipments, nor does the use conform to the other criteria mentioned in the May 7, 1982 memo by the Tukwila Planning Director which defines truck terminal. If you have any more questions, please call. Sincerely, SGA Corpo tion Robert Hart Vice President r , 6414 204th ST, S.W., SUITE #200 IYNNWOOD,WASHINGTON 98036 206 118 2191 FAX 206 118 2196 # SGACO * *084BS GE ERAL NOTE ADDE DUM FRAMING LUMBER: BASE DESIGN VALUES: 2 X 4 STUDS H F STND 2 X 6 STUDS H F #2 fb = 850 psi LUMBER NOT NOTED TO BE D.F. #2 OR BETTER. ALL GRADES SHALL CONFORM TO WWPA GRADE RULES FOR WESTERN LUMBER-- - MOST RECENT EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER. STEEL HANGERS TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN. SSI JOISTS: MANUFACTURED BY STANDARD STRUCTURES, INC. IN ACCORDANCE WITH ICBO REPORT NO. PFC -4325. SHOP DRAWINGS AND DESIGN CALCULATIONS, STAMPED BY A LICENSED WASHINGTON ENGINEER, ARE TO BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. DESIGN CRITERIA SHALL MEET OR EXCEED THE LIVE LOADS LISTED ABOVE PLUS DEAD LOADS. GLU LAMINATED WOOD MEMBERS: GLU- LAMINATED WOOD BEAMS. KILN DRIED, INDUSTRIAL APPEARANCE. STRESS GRADE COMBINATION 24 -F -V4 (fb =2400 psi; fv =165 psi) AT SIMPLE SPAN BEAMS. STRESS GRADE COMBINATION 24F -V8 AT CANTILEVERED BEAMS (fb =2400 psi, fv = 165 psi) . GLU -LAMS MUST BE OBTAINED FROM AN AITC OR APA -EWS APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. PLYWOOD AND OSB: WALL SHEATHING 1/2 CD W/ EXTERIOR GLUE MEZZ FLOOR SHEATHING 3/4 CD T & G W/ EXT GLUE...INDEX 48/24 GAP EDGES 1/8 INCH MINIMUM OR AS RECOMMENDED BY APA. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1, CURRENT EDITION. NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER FOR OBSERVATION OF ROOF AND FLOOR DIAPHRAGMS PRIOR TO COVERING. INSPECTIONS: AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT CONCRETE, REBAR, MASONRY AND WELDING AS FOLLOWS (UNLESS MORE STRINGENT REQUIREMENTS APPEAR IN THE ARCHITECTURAL SPECIFICATIONS): HIGH STRENGTH BOLTS - INSPECT THE INSTALLATION OF ALL BOLTED CONNECTIONS PER AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A -325 BOLTS. ANCHOR BOLTS - INSPECT PLACEMENT PRIOR TO POURING CONCRETE. EXPANSION BOLTS - PROVIDE TORQUE TESTING PER MANUFACTURER SPECIFICATIONS FOR ALL EXPANSION BOLTS. VERIFY SPECIFIED LENGTH AND DIAMETER OF BOLTS. WELDING -CHECK QUALIFICATIONS OF WELDERS AT THE START OF WORK AND MAKE VISUAL INSPECTION OF ALL FIELD WELDING. EXPANSION BOLTS: EXPANSION BOLTS BY HILTI INC. PER ICBO 2156; OR EQUAL. • • . „. . .,...... . „ . . ,, ..... :, ,, --.� _ .. ..__. _.._.._.__ -_- - mo. ,-® .x I �� .. ._ ._. I .... _______________...........,. . . er I a. ,. 5 , -.)..) 1. _..... . • _.. . . „ _ .. , . , rr✓ �v Di- i . . - .. 1 r: (II. (7 ) I O ( 1 i- ? , `�): ." -. ao (..S) - 12, . r ..,.._. • 20 • • . - ........ ....,....,. _....,....•:. rr. e• v r. vvu .:nn.+..,.,.,__..........._.... _._ _ . .. ,- ............ . ..,- .... _...h._ «.,....,,...... e.,,,. .H. (=LED HC[TD30N & A .)CIA'hES, INC. JOe 1^ ^ • CONSULTING ENGINEERS SHEET NO. Y 1 • OF 1605 12TH AVENUE m SUITE 18 CALCULATED BY g� DATE ) ) « SEATTLE, WASHINGTON 98122 206 -324 -6160 , • t ; • _ _. - .. i_.._ it,....- _ �_--- — — f- --l- -- _ � a 1 , 1_,..,,____L___ f I ___— , r , I f i I 1- T I I I ].. "-- 1 ' '. - -4 , . , . ......;,_ b . .. , . , , i ,.., „ , ___, 4 .„........1._.... i I .. . .. _.. ,. _._....._ .. _.i.. _ ._ . .. . ...................._. __...,. ... ..__. .. _. �. __. _� -.__- -- -...-- ._, -..._ ..._ ... • 1 I , I . ! t• I ! i i t . . . . .. . i ■ . .-. .' • , .. _ --, i . 4.. . i. t. REGISTRATIONS AND LICENSES i ..,... STATE OF WASHINGTON UNIFIED BUSINESS ID if: 601 292 201 BUSINESS ID 4 001 I : . : EXPIRES : 12-31-1995 • . . ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION I SGA CORPORATION . 6414 204TH ST SW STE 200 The above entity has been Issued the business registrations or licenses listed Y DEPARTMENT OF UCENSING. BUSINESS & PROFESSIONS DIVISION. P.O. BOX 9034 OLYMPIA. INA 90507.9034 ROD) 7534401 • A r• er 1,,, .11. fl" .".•-• . • 0000217 ZB — ,-- _ — ,- — ', '.. 6........v..—..1_-•*.. ...........v.c..........v.vo.vvirio.7: .: ,_ l %I • C DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A i . .. ,,,, ..,. , f ':;• I .*: ..,4 ...!:.. "top. , .':'-3.0 ; .:-;!, :, 1 'il T;:f.• RECEIVED [ ;' "i ''''''. • o% u A " CITY OF TUKWILi ;, .:.''..'c.....'..0■ 14.Aiii.v.i.. , "pif ..4, - 1:110 14 2, .`J.Illit:,,4*„.. .. ' 77 104 1 . :( 1. ' ,. 4 4 : 0.;v2N)1,4-tt 7 - .. ■ V''..M. "i•• •■•-' '''''.... ' ' ' 1 ''... -..V 'l L. 1'4-1;1! ..1,- : [ • • gii •••• • ..7. , r v.•• - ' • ' '' . te:i r• ' ; '4 , : i . i5 . . .'1V••■; ..e i STATE OF WASHINGTON RECEIVED PERMIT CENTE I r. A .,. .. $.1. 'i,/;..tAi;1:;. 0 .1 tv 4 „'',' 77 .. ,.., ■ • • •• . ' ..• 6414 20 4T Ft ''t l' :t 2.0 Of ':.ii: ;.•: 1.1. ,) AN 1 9 1995 .? .....pi, :•1: ; ii LYNNWOOD. :WA ... 9 8 0.3659 SGA CORPORATION . ........ I 1 i F525.052.000 134 i 21 : . : :: ./............."Loo"...........■...i.......,...... ' . .." • . • • adapted code or S E AN : LD1NG STA 1ST C : IEI-LC}U1) LEGAL DESCRIPTION: I'{' Air'' hZ' FLJTo O / 917 fcL 'T' -aI/htlt'fice EI.'t - - - - -.. BUILDING CODE : UBC '91 - . ..- " LOT 2B OF CITY OF TUKWILA SHORT PLAT NO. L94 -0020 RECORDED UNDER ZONING : M -1 IU /I !L'�(Q, (y 15 + TYPE OF CONSTRUCTION: III -N SPRINKLER£D UNLIMITED AREA WITH RECORDING NO. 9406031 - I'Yr:E C.!)e �l /' - ),� j / j - I '� ,E1 '4 '199 RECORDS OF KING COUNTY, WASHINGTON. �IIQI, aR.�l �Iyl �. U, (/ SEPARATION ALL SIDES SITE AREA M f1' 5,:ITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 1.92 ACRES (83,995 NET TO GRAVEL EDGE (Z,an +Z /aD ���l =1� i'I#!Ik;Y - - -� - - � GROSS = 91,070 SF 0 OCCUPANCY GROUP : B -2 OFFICE /WAREHOUSE C(/V(fvgl[ ('fF ��Y/J J"II F, ( Hr•,,,4f/ j'ra,.,� .^ ' PARKING REQUIRED INDUSTRIAL 1/1000 SF- V' I Onde'stzny that the Pl ell CheOk ep pmv re BUSINEBUSINESS/COMMERCIAL BUSINESS/COMMERCIAL = 2.5/1000 SF plan t0 errors end G IEI•IOtE 611d of of ( I any BUILDING AREA nrI :;'l e.. INDUSTRIAL AREA }r, , ,. @ I /] 000 - C CA ys FIRST FLOOR OFFICE : 3,000 Sr p 2.5,109T 7, . �/ j plan I p not tlW10Pr � NpYIOn 01 any r - yCAR.S G NW f co o RbeONPe SECOND FLOOR OFFICE: 3,000 SF @ 2.5/100 CARS 1-� l � A� � ,` I-�a� ewe 01 � Gle' / he CARS LL �Y/9 �/!I IG�Y /+��� / µ a „ —� PARKING SHOWN G /714,, �` PARKING STANDARDS 0 1/2 X 19' W/25' T410 WAY AISLES J \ -... o CO/ Q ( OHC 17'): COMPACT 0' X 16' W /24e TWO ' �� �D -l6 !� WAY AISLES (2' OHG = 14')((/ =earipOG1 --) � 01 - 8) fl.b A-S' / pc1I V- ;5110 -1� 9 , .,11' V ° i Lam, Ts , wo r PTA1t Eck 11.9 &,- wn m Z I �RNn �G� ��� 9 1, lal:� «cc '1514';+4 — o ° 1`,."u C 3Q w OR N — Q —___ R uI�IT�N S- -.. uWALesx RIVER 0, %)‘‘ NO CIQAN SHALL BE MAD TO `� p Pen14CY 6F KONAICY 141604 WATES _ -- - -- - 51 39 P ' L <e e� THE SC OF WORK WITHOUT PRI $ 0 Ai[ IOENGCO K NC OF vE61ETA tION n , 'PROVAL OF 7U KWILA BUILDING DI a o r ll t — � '- PL ]2,04' - 1 N T1LY' 1967 _ - �- - I -. �- -. _ L e 1 , AND WY NOME A MMON& FLAN RE VIEW' E 3 CITY OF T.WILLA ACCESS ROAD - -_ ! 1 , NOTE: VEIL REC U RS A IEW P LW BMW 1 a ._- _� -�_ .._� ___�— ` 'te r ' YX iiri�y </(tp'i : __ ' — —. .I l ' SEPARATE PERMR AL < .N. - � i — � - _ �. �i ";:.. _ t 11 1 iy,:tc;E '- J AL p D FOR: V .e w" "." I 4 i t h e . 0 _\ 0 ECHANIC 4 JM Q • v' I I � , '' :1_111i I _ NJE ECTAICAL lh ' h' w i .11 _ .. n� :I:\ � UMBING l NI3TINO eU I I I 1 Y 25 Ao 2� — _ Gd�OAS PIPING E ' /. L am. /T q I �. -' - I U - ' � CITY OF TUKWILA r .` a � =),� _ • BUILDING DM a � sC 1 h ...,V IA 7) ��� I, EN,3TINaRO,LD, C ; � _ /28Ncr um IF¢rrl(D� Di 4 J BOIL DIN G,.I, LO. 1 - ' _ lny :5 � 1 G 3 26,300 / I I 1 -1 - i ' L r„ �. 0.1 �(hrr4 41 t I s �P5 s H �. -. J d M. q _ .. fill = � N W o - - I - , V r a R ��' ��lj /,; 3 � 90� � N ' ' /' Y rre -'tr. / r f - e s]REET (P_ _. I tonne} 0 , . z ro � o %..A- ...; r, 7 -� `� cn .N rt 6,4 ,I 'h s b ra � { �� � - � � �� 6 �4 P BUILDIN01 58,457 :'-'''-j--- - y , Q =om Y '' I BUILDING a a7, Icr. l e - 1 6 P �7LNtL w 3 Sys m to • • in — q YMweui" D aa r a` e'''''-;4; ark /a.(� � / : O - 11 ' Dd eav T >5. ■ -- % N� • 7 , I :4..m -4, ,✓ 'e - - — �� 4 .Ai \. � ,,--- - i.'A /.Lw81 � • I vr - o // � � ° G , I ; A/ 'BUILDING 5 3,7,759 I 1 - ' );,Bk m A�/ � Q � a a . r. *de A _ � + s ,� ��. ,'+r t \' S ` wa ° 9 140 _ - •d I . CD c ' ,,,‘',,,,,5.,',' � t� 4 , ,,,,, ,no a:. �/lEbl �, �* , C4r R; a. el ry�c , L nAd . _ _ _ — �� I wad _ � i� ,( - 0 V / / / a \, 2. �^ [ « � , _ M�f Pt j G .4 , 2 1JI6DRIL - J, • � � ' ' �\ ma y _ " ys,z S -0,...,..,.. T6L \1 • m BUILDING 2 YQ, '" — - 1 s r 09.�j / I� u ( I vr. 4 �� ,t 5 I � u I p �' Z � / F w /', ... � _ 0 / _ _ f- A _ 'Nn,✓J (� L95 7 / I , + - \ 1 Z Ear- 0 4S lu I n / aDILDIHG B ;t? _ -- -- ro R I a r 21-- 6 14 9 e I • W Z L �,,, I, �" s9 s sc V/ O 1 i 11 1h � ,,, I II 'h.r. L -i - - � _ •(n >- 5 22 } _s v. 1 b CS I � 35 - - j , i a °' � '� a VICINITY Mf1P 1 `� I • P 1 T Y7 6 5 , 'Vb. 4 h',s--. 4 ,v �TTL ,. i • ®. a v nc O 'S 3' �- P> oe - I CLg2haJ .oM rT "C 'Y cy ./.,,,I, 4 K� a t- l . � `' - 9 f D00 sD L li RI Y ° o B,.. • l kI 4 - - elDai+ Y�!' -H F Iab9'0a.�z D, mg S R 599 0 / I � ` t d CITY OF TUTUKWILA I - SITE> 1 ` � APPROVED c = BOr � `9 � IL OC A 04199 A q5.......c0-7 SI TE PLAN BUILDING DIVIBION G Scale: - AS NOTEU nV DF TUKWIRA �] 1" flECEIVED -'a NORTH SEP 1 B 1995 SD - 1 ` EPP . . I�* (A Dga lwe Jlv �, U9tNnw� lal We, / a 0 I ,. /240 / bNV lt,rIG NG - e �RGrVIThetl I - ,I ( 0 ^I Hr PERM4i CENTER .,: r , 1 T I 4[11 � 111 11N .. ) PlI Illffr11- RIT1Tj 1Iff hl r(t Ill T11 . Ir1T�l'TNIFIT1111 (l I'IIm I : .. ----1 : _ :.: , I . - - .« /� IF THIS MICROFILMED DOCUMENT IS LESS °, „ ..IIJ ' C LEAR T HAN THIS NOTICE, IT IS DUE TO pW A O LEGEND a s °' / \,��� \ J\ �l \/! 2 ( (11.) /� /�'� /\ /� ❑A GENERAL NOTES �/ �./ 3 \ �/ �, / (IK/ (ill) (\/1) CI HALL TIPS A rca '. W - i I T Y ® DOOR TYPE o g' 10-341 ROOM. NUMBER b NAME f A. ____._..1_. 263'=6' - -_ © WINDOW TYPE �e. 24,_h:: �, 24'_(i• _ _.*_�4•"6" _ 24._6:, __ 24' h ' * __ - ._... 241 - ..__ - - 24' =6 24'4,1., -_ .. 242.:6_ __24 6 - ..J�_ 24_,6r_ _,. D.S. DOWNSPOUT —5.5'-'5,:__ " " --- 9'_9" 1I2:,-9" I TILT UP CONCRETE . _ __._ / - 5.5' - '5,:__ 2•_6' 9.. 2 3 ,: 3.. I 3 __ I i STEEL STUD f II I =X= STEEL STUD W /INSULATION • WOOD STUD tK z 1 X )C CHAIN LINK FENCE SEPARATOR +9' F, F.F U , 1 1 4 CATCH BASIN zk R I 1 o o , 1 I IIIIIIIIIIIIIIIIIIIIIIIIII TRENCH DRAIN I m COLUMN II. W 11 O PP PIPE BOLLARD 6• DIA. CONCRETE FILLED ���iii I 1 UNLESS NOTED OTHERWISE 1 ' 1 I I E.J. EXPANSION JOINT 0 O , —, O b R.D.F I 5 . REFRIGERATED DRINKING. FOUNTAIN r 1 °101 1 I (' / :=4 \ ,, - - -- __ - 1 I ... I FE <RECESSE IN D g/-:Y1)' BC 0 14 131 _ I EXITI ILLUMINATED EXIT SIGN ABOVE DOOR OR T. p) VI t 1 N _ I HANG FROM CEILING m n O IT /// ' „� I : Gp DUPLEX OUTLET Mj c Q 0 Z I -_ \ 4 -FLEX OUTLET N Mc° Q �b C� I 'll _ - - - - I - • - -EP) ♦ TELEPHONE JACK W/ MUD RING AND PULL STRING ( - T< 1 r I I © J -BOX FOR POWER AND /OR PHONE g O 3 - I p ® II 10 ..� ® O O 'I, W W - r • WAREHOU SE - WALLSTTPE S - ZZ x Q //,�` m � `�� L7 O TAL WINDOW SCHEDULE D. N ` L. r r -+ ', - _ - — �_ _ • _ _ _ _ _ _ _ • d _ QA 2' -0'W x 7' -6'H. CLEAR GLASS TEMPERED IN WOOD FRAME, , �• \/ ° S' SEE S HEET Qq,, 'I FOR y - : _C \ - / SILL AT (' A.F.F. 1 L OFFI ENL4 EMENT ! L1-.- A . I I �/ ` j OFFICE: 1 — 1 _� • ____ M W FIRST FLO. -= 2,155 SF. + 9 W A I I T v r r O SECOND FL•pR • 3,000 SF. s T Fi I r •DOES NOT NCLUDE STAIRS (FOR FINISHES AND WAINSCOTING SEE ROOM SCHEDULE) O • .. 0 v. 1 - -_ Q MARK .K DESCRIPTION ' D Ei TILT UP CONCRETE PANEL, EXPOSED INSIDE AND OUT. _ -�. __._- —_ - -_ ( • - :_ __ -.. 0 - -� I f O TILT-UP C W -II PANEL WITH 3 FI B ERG LASS /W AITI I N S UL A T IO N , FACING �' I J _ I © BARRIER, 5/8' GYP, BD. ' E II I ______I T —_ ° 1/ �___f C � ON INSULATION ABOVE. !I • '• • ' l \ 03 6' STEEL STUD (20GA) @ 24' O.C. WITH 5/8' GYP. ' •. .° 5' SIDEWALK - .s I 1 BD. EACH SIpE, R -I9 INSULATION WITH VAPOR BARRIER ON T WARM SIDE TO + 10' ABOVE SECOND FLOOR ( 7 TO ROOF) 'q - TEPS TO z I TRAIL SEE O SITE PLAN 1 3 I /2' STEEL STUD (25GA) @ 24' O.C. WITH 5/8• GYP. BD. • M' U EACH SIDE (SOUND INSULATE PER PLAN). • #� _ ❑5 PLUMBING WALL 8' TRACK WITH 3 1/2' STEEL STUD (25GA) O Q � ^ a @ 24' ,C, WITH 5/8' WATERPROOF GYP. BD. EACH SIDE, 0 SOUND BATT INSULATION FULL THICK (PROVIDE BACKING AS Lai '‘ 2 -II I/2 5' -6' ' REDU(RED). '+.�L \ I �. 4FrAla � w I , T „ � 1 © 3 1/2' STEEL STUD (20GA) @ 24' ❑.C. WITH 5/8' GYP. BD. T6'�6'. w __ -. ,_ F f 9 r ,6 ,� EACH SIDE TO + 3'-6' WITH OAK CAP (STIFFEN WALL AS "� / - '- =— - 'le_ REQUI WITH STEEL ANGLE). 'I 0 7 ONE -HOUR WALL FROM FLOOR TO UNDERSIDE OF ROOF. TYPE 'X' ° �8 6 , Ic 14_6” , 2 _ 4' A" , 2,4_S __ 24 6 2d A S /U' T INSULATE WALLS N. L0. BOTH SIDES 3 1/2' STEEL SCUDS @ 24' ❑.C. ' j -.__ �_ _ Cz' _�, 2 n _c, 74'_A�:: - 24:_6: �, 24 " SOUND A' I PER PLAN. / - - - - - -- - -+ _._ 2h9_fz". _ _ -_ ® 6' STEEL STUDS (20 GA.) @ 24' O.C. FULL HEIGHT W /5/8' GYP. BD. I EACH SIDE (INSULATE LIKE TYPE 3 AT OFFICE ONLY) Z g O -'-'' AI Q 2 x 6 @ 16' O.C. FROM MEZZANINE /SECOND FLOOR FRAMING W /PLYWOOD (� \ ) �� , a g AS REQUIRED FOR SHEER WALLS, 5/8' GYP. BD. EACH SIDE R -19 \ 1 2 ) �1 3 1 1 ( ® I� II 12 INSULATION W /WAFER BARRIER ON WARM SIDE (SEE STRUCTURAL) q W j a 2 X 6 @ 16' 0 TO MEZZANINE /SECOND FLOOR FRAMING W/ 5/8' GYP. BD. EACH SIDE (SOUND INSULATION WHERE SHOWN) (SEE STRUCTURAL) "n CITY OF TUNWUZ D616 ///��� (tea APPROVED 1--. \ F f S T F L 0 0 F L 4\ RECEIVED ® ! - ' T— " CITY OF TUNWILA ,� OCiO4199 SEP181995 0' 5' 10' 15' 25 35' AS NUf ED "' '" °"" "" PERMIT CENTER A - 1 BUILDING DIVISION L"� J SCALE 516" • 1' -0" ... .. ..,.., _ _. -- ^-r, -- -.,: P .r -.-rr �r ,- . . _, :ter _ I If R III. Il II T iil III rii Ill m TrT I I(I II I`I if . - W. LI 1 T ,; r _. . I I I� �•I. 1 2 3 4 5 6 7 13 - y IF THIS MICROFILMED DOCUMENT IS LESS CLEAR r xa P ° T ��� 2 4x r1 ,2'. , , CLEAR THAN THIS NOTICE IT IS DUE TO grt,e,v w ISYp a a a m Ui s Q N Q O O Q O O O ft 111 / 265'_6° / i I I I I I I o f d 2 a rcpt ow K p ~ ` • 7 M 2 _4-- , V.,` C N F<= 9 \ O aQ :.WAREHOUS 2 J © DEMISINCs Z WI- 2 WALL. TYPE 8 0 x co Q - _ M 2 Q co, 0 RENTAL, m n - a u) 0, — 3 \ O g • SEE SH - POR i `�.I 'OFFICE EET ENL R GEMENT S r1 e 1 1 1 1 n 1 I I AB t.."„.„. t;. O I I I I I I I I I I I O ,r - } f ,, a ; I' -6�, ,,.-1.-6" . I I' I I I' TUAL PA � S 1, 6' 2 \\ I ( , ® bi" t 21( , 4 EQUAL , 22' I.I : EQUAL 22'_._') .'.: EQUAL . 22' -_ • • _ _ � ! 4 EQUAL QUAL 22' .1/ /4 EQUAL • 21 / Q / / 74' - y.. / .�__�� - 74'•b;L 24'_0" I, 24' -0 �. 24' -6, �. 24'_0' 24,_0 2 4_ 0 ' / 1. A A ' _ / 2 � • /tea }p�� I pp��� N S CONE) I` LO'® I LAN CITY OF TUKWILA ® / APPROVED • ® m's Im' Is 25 3s �� OCT A $ 0p 199 6 SCALE 1716' I' -0' Q PIOitD � CIT /� Y CF V , BUILDING DIVISION AUG 2 4 1995 +. PERMIT CENTER OS/17/05 0815 C \ CAD \f0'734 -10 \A 06ULU;2 • - ITrFIl1TnrOrrTIll'III' I ,, - lrllTNlllf ,.. i r , I,hmrmn , rhnl ,,. . ,.,..,a3,. .u,.., I � STAIRS — B.2 o P.2 ' o 0 1 f STAIRS , - 10 R s 6.56" • 5' -5 I/2 "! B I ❑9 I 9 T • • 5 WAREHOUSE U • O O 11R • 6'-3 I!1" • ["_11 _— __ ¢ 9 TalibB 5 -B I/2 "!i ® II 10 10 T • 11 • 9' -2 II R • 6.56 6' -3 I!1" WAREHOUSE k� / HANDRAILS ON EACH SIDE I I 0 10 T • II' • 9' -2' Ell U ��. / 6 � \ - 2 ' - - 4 - 3 " / c 22 - 2' _15' -3" :),,— -s,. /4 . -3 �� - G - i M A]] I © f ' !I I •OtN 111111111111111111 II 11111 IIIIIIIIP " QUo r � �, � � ' = a 3 I no ne.•• y I a I" 'I"' \II MEN m� y� f < 24 ~ _ — �J — — __E �. 0 4 O O o 10 ® =92 LUNCH 1 STAIRS COLUMNS i �I s Q .__- .� W ` ®O / Dill. 1 1 R ® Al 6 -3 i/2" ___ -_ 21 .. OFFICE _ I O L ® i ® • •J _ f STAIRS . � W z S I NK _ - -- i 1O T 1 9.2' 1 - , 1 10 II I 9 R • II" = 5 ,- . • 5' -8 1/2": y ■ OFFICE 10 R • 686 5' a 1/2 OPEN OFF � I - - -__- `22 ' 0 i m © Ves 'J HANDRAILS ON BOTH SIDES OFFIC ((� I 4 I 686 6 -3 12 A r' �® - -- QI ,. 1 �� _ 24 © 2' �� X ; I - HANDRAILS ON EACH SIDE 1.z: W IV E 4. OFFICE ❑ m' �© � \ \ ` ._- _ - / � n ^ i _ U ©I RE L /--ii 4A _- �� TOP RECE 3 G\ ® 1 , f/ IU IU IU • ❑ ..._. �. -._ NO z �mi� - I 23 y ,. 0 \ © S UE ftl��j ©, o,� LL' 0' 11 ❑ I '` � 5. ° ®I . _ t WORK STATIONS .. _ _ 1 fi \ D IT -1 Iln - HELF ` - _74 ( I $ $ ti, 43 y / r1 \ A Tl nE . _ �.I, _ _ 9�ti� EN 1 _ee.l ---- — - -- -- - oFFIGE 1. -- - -- - -- — �✓J/ 5 ST. ^I� M O �� ® �� � m m r�, ° a ° Ib 1f� 1/ o bi 0 EN �� OFFICE + __ ... ,.. _. _ .:b I _ —13 Q 1 I4 I W I .I ��! \ \ IGE _ U1Drd T TP. !Nita) � 1_ ° i SOUND INSUL. 7 i t I 22 - r - Lam ° d I s f� Otc CO Q CO • Y 9 I 1 � a CV CV O ° I °° A Z t J 0 0 I z s O Z N W co Q aW .- V V) i rn 0 FIRST FLOOR PLAN 0 SECONP FLOOR PLAN , - • m 0' S' 10' I5' 25 35' 0' 5' 10' 15' 25' 35' ,, I 1 U _ . .. -.. _ SCALE I /S" • 1' -0" , — 9GALE IIB I' -0" NOTES FLUSH STUD WALL TO INSIDE OF STEEL COLUMN ON GRID 0.3 OFFICE 2155 SF. EXCLUDING STAIRS OFFICE 3000 5F. EXCLUDING STAIRS T 0 0 -I CO a Z LI w Z � ZV x C.3 LQ N 0 Z o yY a. P. 6 U 2 CI K a m c CITY OF TUKWILA I-, APPROVED DECEIVED y, OCT 9 y 199 CITY OF TUKWILA ci5..... as NOD. / SEP 1 8 199 A 7 �, PERMITCENTEB B UILDING DIVO N ..i4r 1 7 - 1 7.s ,, ,yn a_.- .,��.,:r,+•.. 4s-c.f;.... Asa -r'"'-'-', r - . . { � �' RTL�r. 1TrTFIIIIIIUI�Tf4�rrTfYfR�IIUfICIIIT�PI1PIIl11T1�I�tnTPlg11rT1' I .'.::I .. _�. - . .:. :. '.. _. ■ T6 rn d I . ® i t l - •. a I3 I I I � I� I Q . n > U16 o I HOUR GYP. BD. CEILING AT STORAGE i IMIIIII 11111 . x 1 STAIRS GYP. BD. CEILING I I —, o U -- � - I e El -4----- I �111,111�1' [[]] �� - .. 1" ■I ♦111■ F1 Q { `. GYP. S. CEILING ®1I♦�1 1 �■ C7 : 1 ! /11♦11♦�I ♦11♦1111f11♦5111•I — ®111 - I "le (ling= 2'x4' SUSPENDED ACOU9TI I L CEILINGS 11111 �_ Wh�iI�i_ eo �s n4r m „1 PROVIDE SE BRACT�Q ►,��—�--NE=oz PRO AIL IT /A•Im U SEISMIC EA 1 BRACTd CEILING PER Zoy�}��If 11■1111111111.11.IMIc,11.1 .!111�11� DETAIL Il /a -Im I - 11. 1111MINNIN11111111111111 111� = � „ —I-► ,�� — � +® DET w `y 1 � y �, 1 HOUR G YP. BD. �11♦I■IIMIOM 111♦1t1 ∎∎ 1■41*. . 111♦ CEILING AT STORAGE � � � 1; ii /— II im I I PMIN ■IM�IIM• I I p li w" ■IIIIIIIIII■MAIIMIL. III ill ® ►_._�.__► �'�I�� _ _ —� �_� .T.IIIILIIIIIIIIIIIIIIIII El _ O -____ IM�EEi�il ® - - -1M� 111111 I ®11"11” =�11�� ►� 1 ® ►Zt ®�.0� 1111111_j cy, to tn co e ---til:1-1 I' ,4 1 tO I I I I �� CO 1 1 I I . ,-6‘,--c; ,-6‘,--c; 0 Q � ,NNNN w — J z n<� 2 3 O O 1 G 3 �'J i E `r' u Q FIRST FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFLECTED'CEILING PLAN 1 l CEILING AT •5' -6" AFF. O W/R -II BATT INSULATION ON TOP AND TENTED LIGHT FIXTURES. CEILING AT B' -6" AFF. S , ' ` V 0' 5' 10' 15' 25' 35' - 0' 5' 10' 15'. 29 _. 35' r W iiig ial515 6 25521.41611 5BROMMENE I s, —.- SCALE I /S.. • 1 . -0 " SCALE lie/ . • I. -0.. 0 4,'p� I,, OFFICE 3001 SF. INCLUDING STAIRS AT 12 WATTS /SF. • 3606 WATTS OFFICE 3252 9F. INCLUDING STAIRS AT 12 WATTS /SF. • 3902 WATTS et FIXTURE TYPE QUANTITY WATTS PER FIXTURE TOTAL WATTS FIXTURE TYPE QUANTITY. WATTS PER FIXTURE TOTAL WATTS : a) ;;-:' , �., 2x4 3 TUBE 33 90 2910 2x4 3 TUBE 31 90 3330 '''l „ 2x4 2 TUBE 6 60 360 2x4 2 TUBE 5 60 300 j iii ,,, 1 4' 1 TUBE 4 60 240 4' 2 TUBE 4 6 2 40 :01-', . , RECESSED FLUORESCENT 3 25. 15 RECESSED FLUORESCENT 0 - - tZ e � ' V I,� 3645 TOTAL 3610 TOTAL W ' , 2 ? j. .. Q ' INSULATION Q T �'•: U2" GYP. BD. OR Q 1 ' CEILING TILES BRACED OR ft ' I STRAPPED TOGETHER TO PROVIDE ji AIR TIGHT ENCLOSURE W /INSULATION ; ABOVE - STEEL STUD FRAMING AS REQUIRED CITY DF 7UNWILA ' APPROVED - S , i � I I 1 I LC,. 2; ,,. OCT AS NO t ,' e BUILDING 01/I3109 ' ,.0. IT, , , olk , '41> : ' ' 0 . q t e‘ Ad ' y y 11\fill _. ,,... „... , w of Ar , PARABOLIC LENSED FLUORESCENT FIXTURE ailli 6 16 0 la- , RECEIVED FOR RECESSED LIGHTS IN AN INSULATED 'TY of V Z" SUSPENDED CE AUG 2 4 1995 A-- 8, O UGHT FTXTURE PROTECTIEN TRMITCEMEP SCALES f 1/2' 1' -0' SECT N T,' 1 7 /95 ONUS C\CAD \2734- IO\A- 07LAR0 m�• ,�.,,.,aax,...." ........... .........Q—..........,. _..-. .s...."a,,..n.....,.. - �_.. . m..rwa >».. ..+.ry,. �."mx ®.•.«.a .. ,. ,...,::. a:x.>aa r,.4..y .-t ...: s .:e «_...__... 1�l IT 11� 11 ' III E I I 1 '1'T�� 'I'''''' 1 11 �CT� '�111IIIIII�II'�'If'I'� F I IIIII'.IIITII�i 1 ;_. 1 ' IF THIS MICROFILMED DOCUMENT IS LESS e g. . l ' iszo NOTE 5:5AFETY GLAZING c 1/2G =I2 WINDOW, SAFETY DOOR SCHEDULE ALL HARDWARE TOBE LEVER HANDLES ROOM SCHEDULE lin:WIRE GLA55 10"x10" MARK DOOR FRAME HARDWARE REMARKS MARK ROOM NAME FLOOR BASE WALL CEILING REMARKS I 3 0 8 6 " 13/4 " TM ALUM NIEAA'IL LABEL 5L DETAIL; M A A LI T A E I N TMP O T O _ _ NO?E _ L __ . _- _._ -- . —_ - -_- ? I Y I I w 1 ' I B : 5 ENAMEL �i � 1 _ 4 5 _ ALUMINUM { ... _ _ _ _.._.... _ • m I v _ ' I o m 3 3 0 ! B ' I 8 F = FLAT LAYTEX - a C C C 13/4 1 ALUMINUM 1 - __- - _ _ - ALUMINUM MINUM ; O O = O O O �AyIG�AR -._ -_ - • N , ! 1 w I w ' N b' 13/4 ALUMINUM ' • • � • N0Th L. _.__ -__.__ - - -- �, a o l m Q o a 1 v w v = VARIE5 U '"� G; '" .- -- -- - -_ __ . --- ALUINUM O • O O _ _ : OR T • w z I i m N a - - 4 3 0 8 6' 13/4 ALUMINUM - 8 STEEL i / /J� .75 _ 6 - _ 12 0 1 I4 0' I 2 1 - _ „STTEEL O H E D _ - - - - -- HOL OW EiA. - - _ I._ - -- -__. - SO ®TH O : z 1-1 o i m - m 1 °w I ° o 3 a w °w 1 o a I z B _4 _-f ST -�- _. _ __ __ . - __ -� . ___ .- _1_ _ a m , 1 3 ; . I o 1 • m g ¢ o : 1 I r a 1 - m ! - _ 1 w -- --- .. L .._ -- - - -- _. �_ _. - - - - - -__ _. - ___ ___ - ____. L w a _ = m a. a w z 7. a T% 1 a II I z o o o l o 9 9 0 10 0 2 �j STEEL O. HED -- STEEL ' - -L _. -_- _ -- -- ° v> > cJ ! o 1 m I ,- a cw m y ! , «, c I o a 1� c� 1 1 a. w I w : c� a I = a 1 8 9 0 10 0" 2 EEL O. HEAD STEEL o a m J r m o f la x1 r a I .1 , I I - _1 1 1V I 1 - - • I 10 90 10'-0" � 2 - 'STEEL O - HEAD' - - STEEL RENTAL • - __�._ 1I_ _ __. _ ... II ::S-0" 10' -0" 1 2 I - ! STEEL O. HEAD I x) STEEL _ _ 2 WAREH - -- • 1 • - I _ I •j -1 1 - .._• I V 12 9'-0 10'-0 2 I - STEEL 0. HEAD - - I STEEL - - - 3 RECEPTION •_._- _- _ _ _ O i '�-_ 1 _ • - - ' - 4 _i _.___ _ A _ 1 • � __ - I S 6 TILE AT WALK OFF MAT ._, 1 13 12'4' _I4 -0" 2 - ! STEEL O. HEAD -.._ . -__- STEEL __. 1_ - '.. - - 4 OFFICE ; •L ... • . . - C J ; - -_ • - r - 1 A - • -_ _ .__ I _ �' _ ___ -- __ -__ ._ -. _- _ _ - I -' ' •_- -- __ - - �I. - •L-101-1 _ .. _ - - • _ I _ . _ ® _ -� � 1 I i_ -y_ B - } 1 I 14 3 0 l 0" , :: 113/4 HOLL MIINBI L I 1 HOLLOW _ - - 5 OFFICE • -- : •i • ® _ - -_ _• _ 1 _ -� -_ - - I - - �-6 - 6'-6" 15 3 -0 g'_b: 13/4' - ALUMINUM - 5 1 ALUMINUM • • : • • PANIC BAR CLOSET I • l - I L_- - L�� - -.-- � ; - -11- I - - _I _ -_ - • ` _._ , A -- -- - - -- -- _. _.- - 1 I, • .--- - - -_. - - -- - 1 - - _ . __ 1 - ---- _- ---- -___-- -- --- -- -- ---- 8 STORAGE - -- - I -I - - 1 O - i • 1 -- _i_ • KI I - - - - • - 1 -1- 1 • ; - • 1 1 g _ f � ._ _ ____ . . _ ___ _ _. - i - _.. • • ® - -. .I I ® ! 1 1 ai431-6'" b B a w 21 3 0 8 0 13/4 1 I A • S .C. WOOD - - IWOD • - - - - - - 10 I3 RE50URCE _.- - - r ® -1--1 -_ - __',___1 - • 1 -I '___ 1 - -- - - )3'.6" g m�l T i 1 1 ! 22 3 0 8 0 13/ •-__�_ -_ -._ i - _. _ -- -- 1 . _ - -_ `_ _ _ ..... _ -- -- - _--. --_ --- - 1 ' ; 4 - •1- _ - - _ � � w • >I O III 1 23 3 0 8 0 ", I3/4 S.C. WOOD _- -_ WOOD _.- __.c___+ _ PRIVACY LOCK___ __.___...._ - -_ 14 OFFICE -_____ .- - O I - O T • 1 - . -- 1 o i 1 . a m� I � ._j.. 1 - _ •! - I _ _1 24 4 m - 1 - s -b 1 3/4 SG WOOD 1 -_ - _. - _ ___ i _ WOOD - __ - _ _ BI FOLD I6 ST ICE • • • } -_ _ I ...� __.. _� 1 _�_ -1_. - 1- _.._i. _ - A •i - A _ - 1 -; • _, __ _ _.— V I NWR _. 25 3 0 8 -O 3/4 S.G. WOOD ■ I HOUR .. _ WOOD • • -. • - WEATHER STRIP _ - -. Il STAIR _.. -- _ ..- I_- • - ._, , _ - _I _ _ -- : - i _1 __L -- * I . _. _. --- . _ _- -6 - - -__- . -. -.... °'. ' . 1 26 3 0 Er'-0" 1 � , 1 3/4 1 S.G. WOOD IRG _-- -�-__- • _. _ i - _.- __ __ . .. - 1 1 • __ -._ �' � _ .. • '__ -- , C 4 m •0 13/4 SC WOOD -- _- -- . IRG _ _. �_ WOOD • _ _ • • . • • - • IUEATHER STRIP ._. _ - _____. _ __. -_ - - - -- - -- _.__..-- -_ -- I -_..�_ - -- -. __ __L._ l i - _... i _�_._ _(.. , 1 t - � 1 __.______ ° � ! �� w � 2 25 3 0 8 -0 13/4 S.C. OOD 3 0 8 1 _ 1 8 _ _ WOOD • • PRIVACY _C LOCK __ ___ __ _ L_. _ i _. i- - -- -- - - -- - - - -- I _..I_13/4' _l. WOOD IRG � WOOD _ _ _ ! 21. .0 OPEN __.._. -_ _ - -. - __._ I - -� f� -_ - I 29 3' 0 E 0 5C ..- �_, -. _ _� 1 _ __ A • _ -1 I _.�. � �� -6 :� ui ,. 31 4 0 8 0 13 /4 I S.C. WOOD WOOD , P RIVAC7 LOCK - _ --- --- - -- PE E _- _.- - _ - - � 1 . _. • 30 3' 0 8 0 _. _ _- -- __ __' _ - _� A = - • __ I .. 8 6 WOOD OPENING � __ OPENING T UCOD 23 OFFICE lit - - ? - 1 91 - 1 - 1 - 1 • - - T - A • 6 _ _. _- m t N 0 °D 33 3' -0 1 8' -0" 1 3/4 I S.G. WOOD 1 HOUR ; WOOD __ 1 � I __ 1 — _ _ ___ __— _. _. -. _ __ ___ 24 OFFICE _.....__ ®, -_L _. _ _ ®.. 4 -. , , _- _ -.. • .._ -- _ _ _ _ _ II . - 1 6 �� - ____. _.- _._. .___- -____. 1 a Z I .I .. -- -- 1 - -- .. --- - , -__ r 4-1---1-1-j _.. -- -- --. __. -_ -_ 25 CLOSET _ Y , 0 1- 1 - 1 -, • - - ...... A _ • _1 - j __ ___ - n io -� 36 - 1 - na zI 35 I I 1 I 26 COFFEE /RESOURCE _ •_I I�' • I • I -? - - A - t _ 6 - -__ _. ___ ___ m I __ - - _ . _. __.____. .._ - -___- - _._.____ -2' MEN •� _ __ -- • _� _. • _� ® _ I _ _ 1 B -_ '• _ - -I _ B 15-6" ___ _. ___ -___ �o � $ 3l - -__._ _ - - - .. ____- -_ _ 4 �___1 _ 28 WOMEN _ I f - _ 1 �..._ - I • 1 - j _ _ _ __- __ ____ _ ZJ i - . -___ __- __- _____ - __- _ 29 OPEN OFFICE -__ _ -. • - _ _ . -�� -1- ___�- __� • _ -._� { -._ -- 1 A _ _,• - I - .�-_ 6 �� w 39 1 - -r - - : _ -___-- _ _ _ _. _ - _ 1 I 1 1 .. ' 40 3' -0 - - - -- _. ___._ _.. __ - -___ w Co l- 8 -0 1 3/4 S.G. WOOD 1 1 { - r WOOD - _ t • z x m a • W 42 3 0 5'-0" 13 /4 5G. WOOD - - WOOD ® _ - a - Inrn 43 4'0 5I-0:' OPENING OPENING _ _ WOOD 44 PR3 0 ES'-,0" 13/4' S.C. WOOD I - WOOD I BI FOLD i t 1` v 3 _. _ .___ 45 3' 0 8 0 ' 13/4 S.G. WOOD 1 - WOOD - PRIVACY LOCK ® • 'a 45 3' -0 1 8 -0 1 13/4 - -- S.G. WOOD - - WOOD __ I , 1_ PRIVACY LOCK ____,_ - ___ 41 } I 1 I - -__ I' 49 ,_ 48 I 1 a NOTE 0 I PROVIDE SIGN ABOVE DOOR "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" F- W V Z to (O z N o3z o (f) a. tgpg z, 0 CITY OF .$ Q APPROVED OCT O 4 199 BUILDI DIVISION E5 11 baia I - . flECEIVEO .,, OF TUKWIW ^ — (� AUG 2 4 1995 (, J PERMIT CENTER 08/23/95 13:20 C: \CAD \8734 -10 \JAS -SCH �III�T I " IIlIfIg I T`-I I YITI f ! I 'fThhPlT I I I I T f�f !'�'r'�R(1Tf 11I'I �, I1 f � I I I l . ink 1 11 I1 I I ,i I I T I I I I P LI I , 1 . I y 1 T I T 7 11 I' 11 'Tn'PI T I E FT'I'Tn'1 T I - _, 1-''''' . I - , � r E ra n loci', n ,i .rr nc T, c nrllMrnlT 7 c t r 0 A P1 v -T _1 F V -----.7'r , , 'Y "( — ____I - ADJI.TABLE NAND -HELD - SYNTHETIC MARBLE x`" �� E£ S BRACE • SHOWER HEAD ON SHOWER ENLENCLOSURE TY ICAL TOP OF WALL 4 TO V (- I BR4clr� DETAIL # -. -,� ROOF STRICTURE - ffi" . -- ATTACH TO TOP OF X G LB. 14 SHIM AT ALL GRID TC I I ROOF PURIM _ FLExIBLE HOSE WALL AND F1RLM 11 � .. • LEVER FAUCET f WAL CONNECTIONS t r K "5 { k � ID' -Q. x ♦ L TYPICAL TOP TRACK � ; � Ak " tN j 12' SOAP DISH FRP. OVER GIP. B ACK , '_ - -- —_- -' 6" DEE LEG TRICK 7x4 HORIZONTAL (1YPJ �1 PA TYPICAL INTED CEI TO GYP. ` "T " . `T " ATTACH TO GIB. I WA - 15/8' 2x4 VERTICAL • 48" O0.C. . MAX . v. GRAB BN2 1 _ BD. NOTCH 0 tlti� on .1J/1" SPACE OL (( LEG 8 ATT I A � 32" x 32" \ \ ' 8 , b , 1 a Q VERIFY 777➢I.. " GYPBD. TO - 15 2 I j - �'T GYP. - R-r . Y CALLS. �1 � y CERAMIC TILE W/ ' � R1I1IIFEUl t. _ r N U S Q m -- - - - _ MEN. MEN. J ST U-0'DS O 20 GA • _ 1 ) i TTn. OFFICE WALL 1 2� ----------Y I _ — - - WATERPROOF LMER ►, m 11 8 2' L. NOT i / FRAMING WBATT 3 /4'PLTUl00 LINER UP WALL GYP BD ',I. I _ .. _ - -0 ATTACHED TO TRATRACK t l , l ` INSULATION I . 6' MIN !-� . . / O3 ' w EA SIDE BUT LAPPED UP •nn`T175'I T T a I3 INSIDE I'. GYPBD. 3 UP x 15 GA CAULK '. + CO TILE THRESHOLD (12" MAX) a I o 5 csi ' ATTACHED TO STUD- STEEL STUDS • • - - - NOT TO GLB OR _ 1 -3/4" DIA x 4' LAG BOLTS ii CERAMIC TILE TYPICAL. WOOD JAMB MR. PANTED BLACK 24 TRACK- LAP FASTENED • • MAx , MK SLOPE OF B�I�11Y11W�f - AND siOPPED IN SB° GIP Irz as GLB SHOVER FLOOR CERAMIC COVE b° OL. GYP. BD. NOTE: I) SOUND INSULATE WALL TO 10' AT OFFICE LOCATIONS EACH SIDE 7 /Ai 1/8'PERFOOT TO MATCH CERAMIC GLAZING SONG CAULK FRIOR TILE 2) FOAM ANY WALL PENETRATIONS FOR 504.10 (ELEC., / ROLL IN SHOLLER _I TELEPHONE, El C.) TO BDCHI^Yx .k -6-V4' 3) CAULK GYP. BD. TO CONCRETE 6LAB. Gam �' - MENS SHOJ.ER SMILAR ALT. HEAD DETAIL PERIMETER OFFICE TO WAREHOUSE HANDRAI ® HANDICAP SHOWER ORELITE HEAD I SCALE 1 1/2' = 1' -0' SECTION O ' L SCALE I 1 /2' = i' - O' S E CTION SCALE:. 3/4' = 1' - 0' SECTION SCALE l' 1/2' = -0' SCALE: 1 1/2' = 1' -0' SECTION a NOIF= .i I ( _- 1Q' _,i SEE DETAIL 14 5/8" WATERPROOF GYP. BD. FOR ANCHOR CAULK TO BACKER BOARD ! ©r COTNECTION I . -'- ° IMITATION MARBLE PANEL NEC BELOW - I GLUED TO GYP. 8D 6_([4__ DEEP LEG _ ATTACH • SILL R -II INSLATION r, 51L SILICON CAULK TO TIL C' _ - - 1_I/1" LAMINATED OR TRACK r - AND !FILING „H/2" I.i:. 2x4 HORIZONTAL ISYPJ BACKING BOARD EXTEND FLOOR FINISH TEMPERED SAFETY GLAZING PAINT BLACK t� WONDER BOA�' CEMENT -- 1 I I. cD BLOCICRYs 2x4 VERTICAL • 48 OD MAX UP 8° 3/4" x 1" )) )( NI r,1 _ - - ; ' SEE FINI6N ELLER BLACK Iii " A I I /' 1 i+ . (11 i NI rte _ L I I It . 1 r , BASE UP b ! T O MAa — SCHEDULE W ii w I ttP. STEEL - i ttP!LA W000 JAMB Ii ( -• . HEIGHT OF 5TH. NNYL 5711E Trp. TOP, MID -SPAN, 1x6 BASE /SILL AND WOOD STOPS I , , I �� ■ BOTTOM. 3/4° PLYWOOD " ]1,:------ -+ NEARNESS 1 x V4' x 8' BENT -- CERAMIC TILE IN - -- " " • 1 1x6 5 P ° I E GASKETS SID I /4" I T - GROUT BED L BAR WELD O STRINGER 111111111 EACH SIDE I (12 "� 7VARl BOLT TO 1 " /4 ' GENT STEEL PLATE TO DRAIN a _, .._ ��� OF FILLER I - -0..L_1 DO NOT ATTACH '� 1. di - 5/2-314 ' DIA x 3" LAG BOLTS . ) SE r O GYP. BD. TO 2.1x6W/12'� I N 0 MB. 1 WASHER TOTAL 3 5/8 "� �� . " m M Laj DEEP LEG TRACK b PLACES :. I I2• \ �I i2 ' : BUILDING PAPE OR p 21•2•21/2x T� VISOUEEN I I 6 Z -Yb VINYL L SHOWER PAN M) cD 1/4 5TL. A81.4LE 7 N Q = STRINGER oC 814.X. SPACMG - RECESS SLAB FOR SLOPING LD Q . FIELD VERFY RISE TECTICIlA FLOOR TO. DRAM =3' © PARTITION TO MULLI ❑N OR ❑OF HATCH & LADDER ®REMOVABLE HANDRAIL O 1 o SH❑WER PAN OAK RELITE SILL NN w SCALE I/O' = 1' -0' SECTION SCALE 1 1/2'= 1' -0' SECTION SCALE 3/4' = 1' -0' SECTION SCALD 1 1/2' = 1' -0' SECTION SCALD 1 1/2' = 1' -0' SECTION ? LOCATE FANS ABOVE Z aOI- T , SPRINKLER HEAD == < N W TYPICAL TARE WALL p W 0 o, SILL BELOW SELF FLASHING ,I . (' n f ' FINISHED CEILING W/ GLAZING TAPE • 1 ROOF HATCH 3 / 4' � bTL.RMG _ 7111 { •1� �t 11 11 1 11 BATT INSULATION • V " CURB (INOIILATED) I ' - •0 ^ SETS OF 1 -TUBE STANDARD WOOD ST r8 b" BLACK TRACK - _ -.__ 112 x 1 12 - - 1 CUT AK MET .NAP- � I I BUILT UG U- - -- 4 FLUORESCENT 0_O&PEB1LtNL ._. ALUMINUM l DEEP LEG TRACK x 1/4 ea_ ANGLE FIXTURES ':I s ■ `. V BREAK MET BUIL -UP , STRINGER 5/ 8 " GYPBD. - I WM • Cd! S • 2'PARACJBE �� IN A_UMINAM AND CVO* _ • F GYP. BD. TO RN UP 2' x I/4" BENT BA WOO HANDRAIL EASE iI 3/4" RADIUS 4 3/4'x (CHROME) L F so.TOSISO I' RADIUS > �' WAStgR MID -SPAN m NT (SEE - y d u GASKETS I/4 tI STEEL ma AND ( b ° F BOTTOM 10) 1 � , .. \i •' '; _ .RILL HEHT MI OR J / �f (� - ,. -, x WID OF COINER '`? ,L ■ i I/4" L�BOI -T.• � - ' 6 _ �:6:4'1::::::::' K I 1 � PANTED GYP. BD: 3' -0 ' OC MAX AM - SEMI -GLOSS ENAMEL I : COUNTER SINK (PLUG L____..__ I/4" LAiINATED OR TEMPERED TAPING COMPOUND 1 1 I��O)♦ "�" LGNTIId10U51 x 6 PAPER TOWEL DISP. RD. SAREY GLA2ttK / I ''L— PLAN WAINSLOTE T I { INFILL OVER PAPER- J ' III CONTINUOUS I x 3 BLOCKING ti I_ __ __ __� y. - -6ARD PLUMBING WALL $ b < WOOD WITH COVERED CORDER I` I DOUBLE 2 x 6 WOOD BEAD � _ w JOIST Ha S R n � (FI 6 ) wi Barr R•II INSULATION O EACH END v . J INJJLATION NOTE FOR RATED CORRIDORS: 4 IV ^(/ 1 — P. LAM COUNTER TOP I/4 WIRE GLASS IN STEEL GLAZING CLIPS E;)04,15 O c; :1 -. ^' r AND FACE • 2'.0 o/c Y V W 2 ALL TO WINDOW LADDER SECTION 3 HANDRAIL - I 3 1 5 OAK COVED BASE (MN 6'0 SCALE: 1 1/2' = l' - 0' FRAME RELITE /DOUR Z' r { t 1 SCALE E: 1;2' Q k : 1 1/2' = I' -0' SECTION SCALD 1 - 1' SECTION OSCALE 1 1/2' 1' - 0' SECTION SECTION 22 WIDE SOUND FOR WALLS GREATER NOTE. A TYPICAL RESTR ❑❑M SECTI ❑N � THAN EATON EA AIDE WALL WIDTH V. 0• IN u5E IN 5518105 AREA 4 SCALE: 1/2' = 1' -0' , 'A • SECTION 0 r I SOUND WALL WIDTH WITHOUT AN 45 REO D 8Y LODE 3 I2" MIL FWD r� - - -- I INTERSECTING O g a WALL, 1, NE N STIW.a 'SSA. 4 WIRES TO F1° R AN 3/4" x 4 D GLUED T 01 OAK CAP PROVIDE 11a WIRES 8E 9 ' -0" FLOO AND 7 x 4, STAN 24 WOOD BLCCKINi n nn 1 f SPLATED • 45 TO AN O/L CONECTED TO INSTALL 12 GAVERTICAL NOBUY OF n ( { AND SEAL FINISHING N Y 1 ! EYE .GREW •. ROOF !BOTTOM CH OF. WIRE CONNECTED TO MAI '1 1 III ) STAIRS _ NAILS, EASE EDGES 5/8" GTP. 0D. °(" "M I 1 1 1 /. AND tK OF WAL TRUSS W/ I I/4" EYE RAKER • TO r 12° x OAK JAMB )J( ` I III CCCLLi . , SLRI,5. EMBED 1" MIN ABOVE. WALL A SECTION t FE/ .T Q� . 1 `L MI n• u. L _4_ OF 112" x 20 GA I _ - 5/B' x OA K .TOP / T . 3. 0" TO lb 0" STUDS W/VERTIC use IL AFF. RMIJING THRJ CENTER OF WOOD HANDRAIL EASE � I 1" :RADIUS 3/4" RADIUS " _ WOKE � ' ^` STUDS SND6 TO RA°1 FROFY Y; SEAL CITY OF TUNVVILA I T FOAM TAPE •D - TOP OF TEE TO BOTTOM CF I ALL EDGES -1-2......._., w{ .STRUCTURE ABOVE. IIRAP 1 � �' . 312" S TEEL ATUD5 � APPROVED / OCT 0 !I 199 n v y< , , A /T It. WALL - CONT. METAL TRIM :. END CF VERTICAL WIRE /8 GYP 0D. 6 " STEEL 57105 � - . AROUND 611.675 BOTTOM EACH SIDE - hil '/ `TVT 1 � �' ', r 9�. '. PAINT LA CK EIOR I FA S TEN STLIDS TOGEINER W/ FLAT BLACK x ! ?SP -. SCREWS AT IB" 0/C 1 BU AS DIVISION L ffiC7.�} 2, '(SEE DTL / ).. I/4" DIA LAG 80LT • °. _7 I r x • W I 3 0'OC M AX / d . M J - (TYPE 'X' • FIRE 1 . 518' GIP. BD p pp � M b L'72 GEA..WIRE LOTITER 81NC 1 PLW ° LCNTUdICU5 2 x 6 12 " x 12" PARAOJBE SOLID CORE WOOD DOOR W/ A"+��Tfy t ":'"'' p k RATED WALLS) y i CR055 BRACE* IN EA LONTIId1CUS 1 x 3 BLOCKING LENS (CHROME/ OAK VENEER f I > U I ° .: ANE CF MAIN FLMIER ♦ ? SN 17.0 O/C • 45 AWLE 8/8' GYP BD. EACH SIDE E F 112 RUBBER .. ACLUSTICN BLANKET ': IN BOTH DIREOTILNS W/ (TYPE I X . RATED • CORRIDOR) } BASE • LAET __w 1 •60LND WALL THE FIRST PoMT WITHIN 4 �` ,, M , �' L ALL GOT, BD. TO FLIA�R �/ ?Sc 6' -0 fROF1 EA WALL F vEO s .(3„ tYl (�.. CITY 1F TNKWIIA ALL SOND AND INSJL WALL SECTION SEISMIC BRACING HANDRAIL WITH WOOD CAP 1 9 VALANCE DETAIL 2 WOOD FRAME DETAIL AUG 2 a 1995 A -1� WALLS MAIN RS2JER; ,: R ■ O O `-' S 1 1/2' - 1' -0' SECTION O ('� � EHFAIT CENTEF 6 SCALD 1 1/2' = 1` -0' SECTION NO SCALE SCALE: 1 1/2' = 1' 0' SECT SCALE: 1 I/O' 1/2' 1' - 0' SECTI I I I fi n 011 II 1111 lrfrrqui 1j11'1j11 ni 111IjII jT] 11P I i FI j I1Ti MTr I j [I1 1 [nIi I - x. ■ IF THIS MICROFILMED DOCUMENT IS LESS N Y e 0 Al 4 a m um o m I I1m1 0 JI p w liw is 1rg 15 r P 1 � 0 m m I 0 _Illr i- n -_ . I ■ r . j • - I m — 0 0 0 I; O O O O w RE COUNTER 1 i W W TI SCALE 1/4" • I. - ' q 0 fY a I I I 51g2 0 PAINTED GYP. BD. 0 m M F M b p (� 0 M a �y 0� 0 � © MICRO _ � I I Q Z O 111 ^ ®� W® .......A O 1 6 � O ©, — moo ' O \'� � m _ O O H W o CO H ® . -6' . J._ �1 -6 "k ® RE FRIGE RA TOR O I0 O x nQ N.I.G. = S WW a (Da) 5 TENS 1(D J01'1ENS 11 8 RC�O 1 -10WER e 6,-1 12 URCE 13 • 4 ALE 1/4" • I. -I , ALE 1/4" • 1' GALE V4" • I' • ALE I /4" = I SCALE 1/4" = I �' Co MI / 1 v ti 0 r 0 O 0 � LEGEND O 0 _ 0 J- , /ION OI GdBINEiS PLASTIC LATINATE OVER PLYWOOD. Z F 0 0 � O2 WIRE PULL. (TT(rm.) _ 0 O3 MOVABLE SHELF. 1yf . W ' O — —1111-11-1111 / { t \ O4 DRAVER W/ METAL ROLLER GUIDES. Z ® LEVER HANDLE FAUCET. Q 0 A' BACK-SPLASH METAL P. LAM OVER 3/4' MARME F7.YW - Z DOD. L W Q O 0 Di MIRROR N o 3 z ® 11 13 O PANTED GYP. BD. 0 Tn >- O O OS SOLID CORE WOOD DOOR (SEE DOOR SCHEDULE/. 0 Q RESTROOM Io 21 4 2S (SIM.) RESOURCE 2w FRPBOARD 0 X0 ft L 1/4" • I• SCALE I /4" • I. 11 COUNTER COVERED W/ PLASTIC LAMINATE. ® 5' COVE CERAMIC TILE BASE, a I- ® SYNTHETIC MARBLE 54/01ER ENCLOSURE 14 PLASTIC LATINATE COVERED PARTITIONS 0 2 In" %WES BASE. CITY OF TUNWILA Z 0 I I/O ' METAL GRAB BARS. APPROVED `p n 4' RIBBER BASE. OCT 0 4 199 <� wow BENCH. AS NOIL a „.., W c4 D . PAPER TOIEL DISPENSER L..' CO CEILING HUNG PARTITION SUPPORTS BUILDING DIVISION fi PLASTIC LATINATE OVER GYP. BD. Q 13 ADJUSTABLE SHELVES - PRE FINISHED MALAMME • F:f4548..oala ® 23 5' SHEET VMYL COVE BASE Z4 4' HIGH PLASTIC LATINATE WAINSCOT ���s ® LIGHT GRAB ALANCE, PAINTED GYP. EMEND IS" BEYOND SEAT CEIVED /- 1 Y I CITY RE EA TUKWILA j"1 1 AUG 2 4 1995 . PERMIT CENTER �_ Pi,:5� 1111 .I.l,I \8/ .1 , I 1' _.,:IN ..... -, -' • ,..,, 'Y ^' 1 Ill 1�1 1� ^. `. 4 ■ rc ,•urc MTVD5E Tl MEN DDfIIMFNT IS I FSS � �11j Iji fY ql ill( 1�I rII11111 ' jf j l� l ' �rIYI1�II7�r�Y( U l f( IIII ri�l ' i�111�11r1j r� f � ilflT1�1fI�I�I 1 I _ ".'". I !� • a, .,:,iii4. i Q Z , flLIi� S ff 5 0 ., GMT P •, I POO FINC{ OOP PLYWOOD DEGWN4 .- - �iIN tar , , . rO - POOP uc,fURE E'rRP1- ECMKj.L ~ bD„ a .,��o�J. tU vuL -a.u0 uw. 1 , 0A),, ) ae[.. 1,W,z. _ u_OZuucr 'vi- 1'a.uGU,ww�L Uwid 2 (I 4111" ti, i �> >�_ D if 6,„ ,,,oLbzU� U 'vU,.,,, Jaf IM) v, `,OJtv/le #V12,? ) IPI� UAJS,' r . ,,a2) � 7T U eA '1'P gip F, i , - fir; 7 v A ' t F oaNG2E1E TILT -uP, PAIryT>%D 14-11 6A1T INUI.p, P I N ko , o c - le R -1`1 'A T INSULATION qz 'fL '/ruvo-, a G 24 "O. FP-0M PL S , . r� y �� KO W � J J )J����C�iJ(. / LE A, .1 ' 1) � � � �; ��? �i. , /U I ,� � U I L� G aJ r. i _ 1 n, � �V A; . ., 1- u L!)U ' ,;�G ' ' � � , � \ J _ �� .. � ._. I 1 ��ii R�11 IrYuLAfION - ! ZO fv W /Fz25 F/LINE( Or- Qo LE4 ON f., E%P05ED z z ,o 2w 4' 5u5P. Wu911U+LCEILINGS IN9UL LNOLIr,W/ Ez FOR Pu MATEW PLS GRNGr-ET Till 5 � I TYPE 'X' EPGH w 3 I" INZUL T QGTIAZS 1 OtJ -DOOK NO 5EE T CAU - EG ED DU1 _ PAINTED �iIDG, — z N IN TH EKNIPL WEAK STI ON 6 A 5.1N G1YP ER ° ALUMINUM FRAMES C7YI�E V) ���w, j I 3 n " .711- gill!? . I FURW41o0 PR "O. G F -O . M PwoP- W/ NW KIM) NPNPPAIL- Tyr. i1' • 12 11 IN�iU 1ct /K-4. 1 1 • W /GDN 24° N TINUOU* SUrPaRTS �. � M U / FAUNG OR LE(-h i ON PLL pCPe E12 -. \ _ IN uNPERLAYMEIiE OVER (2� NOTGHFA 2x12 r- nTP1NCTBKOi 'h/4 PI- YWOOPi 2 *12- ES' v..26. --, 4 MIDSPPN (' 2A O. IZ _p" _.. \�._� -- - Ru�7EF Ti`EAD — � '� 12' -O" +( FI�rER w /r-rP RT GONGRE:ru&4) -- I 0.-6.. �_ - _ - 1.,, '�' UNDERLAYMEMT Z ad- z = I" INSULAT <aCA55 \ l l � 2%‘ 5Ur -rP ktOLKT. GILT O VEF Vq'' PLYWOOD , = I— • IN TNPMAL bPEPI� s i 2x 12 �' ?sF O.G , 0 3 2 AN- IMIt-1u M PP -PsM l _ 2x4 ®IG'O. W /t>wGKINEr J ' v) X - �� '' AND CANT'>fR.IP OR I NOT4 1 Q X 7 �I I OPEN r � P p4N16D 2 LAY 5/b III I •' X 1— H o To TYrE X' GYP VD . - rrEY�NP _ �0 2 GONG. CAIUMN 13EY,tiP—+ GEIUN PAINTED 1 ----- 5 /b' "FfrE ' arr. BD. C) _ - w Polk , -,12V1-,, PAINTED z 0 cONGRETE r UIKHEAD, 2EPKlN4- WALL UNOCCUPIED ZpAGE /'�J PAINTED — R-11 I4 LLAIION 2*4 °I O. G. w/ Q { 3 � N 2 LAY CifP 6 R �1�1, O CITY OF TUKWILA Is ti 10 iFF,, -A 11 =W' -y" ... ,. 10 TFEAG'�i011'sq' 2" APPROVED O CT O 199 LOWER RUN I2 bb LOWER FUN 1`2 1 TREAPh ell. 0 6. 0 0 " 0 T R E p o s e l l "• 8' 3' AS 4,4 el BUILDING DI ISION Q T> \IR �EGTION • I ^ O �/T�II°, S (-1-101-1 A —12 �KAL�% %Z" °LLD' Alb % "s l -O" crtr 0FErukwlu 1111V • AUG 2 4 1995 PERMIT CENTER I i 1 1T11T1T111 I l l l l l l l (fl7T1 J i',, i t rl i l l r i �l I NITIIl i jrf I r fl? l`f"tl lri 1 - rmt p' I owa- - ._ 1 0 A p • - _ I I ( I I I v , v I I z • ,. N C N \ Z T � ) m o / n M In 'n n m ro ¢ W I �/ w m U o F6. 1 +41' 6 �W 1' O o o a 45 1 O�~ 405 I� __ _. l' x‘ r L ._ -J L_:J Fs.o ' 12" SSI 0 16 "OC F7.0 2x14 CUT -OUT STRINGER 0 12 "OC I I I I STAIR } n __ _ _ - - _ LANDING n m L , / I chi - - _ H -2 2~ E 1; 1 4 : L 0 1P �. _ �_ _ ____� o • . _ _ _ I ml I F50 S _ J L it F 7 . 0 . o S G -2 '� F6.0 1�" ry 2 F7.0 F7 0 j q^ I I S . I I • ,,,, I" '(TYP . ,B -2 , 18" SSI 425 0 24 "OC 78' SSI 425 0 2a'OC H. 18 SS OC 25 K -2 Z O -2� m N O co 'I W j1 I o GWB SW2 c0 ro > EA. SIDE O § ID -2 I I RE: ARCH. •'1 co a ztD o SW. i K -2 T -2 OM ,10 •� 5) •S ro o a 3 II STAIR L -. -_1 ____ _ __ 'C'O''-v: D_Q L _ 314x,2 GIB__ _ _ - -_-- - -_ __ _ -- __ _ _ -__ ._.. .. - -- _ _ , J -2 L J , _. ___. -_ -_� LANDING —R D W o q �/ { i A-2 n + I l 0 1z" SSI O IA OC —1--____,,, =J -- - - - - -� Z '_ co • O .I 4x6 LEDGER ^ PLYWOOD I /�F� � ED m = a N CO W 1 I P ® 2x14 CUT -OUT \ V 1 - SW2 0' 1'' '-U1m II STRINGER ®12 "OC STAIRS \/ GWB C -2 11 I EA. SIDE 1.1421 _ RE: ARCH. • I `4440- rc D -2 I I BEAR ON 6 20 4B -2 R all - -- L -- - - - - , _._ - .. . -- - -- _� - --- _ -- L — — I .4x6 LEDGER • -- - - 4210 LEDGER 1 4x10 LEDGER ® _ _ - -- II. _ I _ _ CZ __CD I - - --- - -__ -- - d - -- • 0 B -2 1 I + I .....-• F6.0 F6.0 F6.0 F6.0 1 5 i 24 24' -6" 24_6 24'_6 24_D 24 ~— _ 0 O 3 4 0 1 0 0 5 i. 8 MEZZANINE FRAMING PLAN 0 FOUNDATION PLAN z ;�z SCALE: 1 /a" = 1' -0" SCALE: 1a" = 1' -0" 1.L.1 1) c z MOWS: 1) TOP OF SSI FRAMING (BOTTOM OF PLYWOOD) IS 11' -1077' ABOVE REFERENCE DATUM. FINISHED FLOOR SLAB AT ELEVATION IS REFERENCE DATUM 0' -0 ". Q- 0 VI � " Z 2) GLUE & NAIL FLOOR SHEATHING W /10d (0.148 "0x235") @ 100 0 6 "OC 0 PANEL EDGES, 100 O 12 "OC FIELD. NOTES: 1 3) 551 JOIST HANGER HARDWARE BY SILVER: 18" /SSI USE TFI418 HANGERS 2) ELEVATIONS SHOWN THUS: ( ) INDICATE TOP OF FOOTING ELEVATION BELOW REFERENCE DATUM. 12" /SSI USE TF1412 HANGERS 3) SLAB JOINTS 20' -0 "05 MAX. REFER TO S -1• JAS BLDG 10 FOUNDATION PLAN. 0 etY C 2x12 USE SIMPSON LB212 HANGERS 4) FOR INFORMATION ON BLDG SHELL & FOOTINGS RE: JAS BLDG 10 PLANS a 4) TOP OF STEEL BEAM FRAMING = [11' -8 "1 5) WALLS NOTED SW1 - 1/2" PLYWOOD ONE SIDE NAILED IN/10d 0 4 "0012 "AC FIELD. CITY OF TUI(WILA a XP 6 5) CODE: 1113C 1994 ® BLOCK ALL EDGES SEE ARCH. DRAWINGS FOR GWB REQUIREMENTS. APPROVED - 6) BEAR HEADERS ON 2 -2x6 CRIPPLE TYPICAL. " N 0 T E A D D E N D U M %A M IJBYR,NI pl,YNnon. ORB: OCT 0 h (95 3 STANDARD HOLDOWN & FASTENING SCHEDULE BASE DESIGN VALUES, WALL SHEATHING 1/2 CD W/ EXTERIOR GLUE AS NDILD / / 2 X 4 STUDS. .....,.......H .F. STIED M$$E FLOOR SHEATHING 3/4 CDT & G W/ EDT GLUB..,INDEX 48/24 ;L LA TYPE NO. & HDWR. WOOD WOOD ANCHOR CONCRETE UPLIFT 2 X 6 STUOB. •• .H.P.• #2 ..... ? 850 psi OAP EDGES 1/8 INCH MINIMUM OR AS RECOMMENDED BY APA. BUILDING DI SIGN TYPE MEMBER FASTENER BOLT EMBEDMENT C APACITY LUM NOT B OOED TO 8$ '• D . F . / 2 OR BE TTER. ALL PLywpoo SHALL CONFORM TO. U.S. PRODUCT STANDARD P.S. 1, CURRENT W /1\ HD2A (3) 2x (2) 5/8" 5/8" 9" 2775 ALL GRADES SHALL CONPOEN TO A w* RBNTj /ok WBRTNRN I Iw :RE - -- BDITION. NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR IS TO : v {SNP 1T PAIL THE COVERING. FOR OBSERVATION OF ROOF AND FLOOR DIAPHRAGMS V SHEAR WALL SCHEDULE a OFYU O IIA ( 41 1 Q0 —MOST ANCENTEDITION. ALL BRLT6 NEARS AND NUTS BEARYNG.. WOOD PRIOR TO COVERING. clT of TUXw GUI DOWN NOTES- S BE PRPYIDED WITH STANDART CUT WARNERS. ALL WOOD IN CONTA SEP 1 a 1595 WALL PANEL NAILING P LATE A BOLTS WITH CONCRE;CE OR MASONRY SILSLL -H$ PRESSURE TREATED. M AXIMUM INSPtiCTIONS: ti 1 . HOLDOWNS SHALL BE AS MANUFACTURED BY 5IMP50N CO. SEE CATALOG FOR MOISTURE CONTE T RI A T INSTALLATIO FOR AII.'LUMBERe NP.EEL 0.. - S AN INDEPENDENT TESTING LAB ;APPROV BY THE ARCHITECT SHA INSPECT MARK ®EDGES FIELD NAILING TO CONCR. ADDITIONAL INFORMATION. TO BE $YNPSON OR APPROVED UAI.• FA6TEN ALL NARGNRS AS SPECTPIHD PERMIT MITER CONCRETE, REBAA, MASONRY 'AND WELDING AS FOLLOWS (UNLESS MORE 1/2" CD% 6" 12" (2 ) 160 5/ A. B. BY NANUFACTORER U NLESS OW , STRINGENT REQUIREMENTS APPEAR IN TILE ARCHITECTURAL SPECIFICATIONS) SW1 I ONE SIDE 0 1 2" 0 48" 2. NAILS SHALL BE' COMMON, 16d SHALL HAVE A DIAMETER OF .162 TEL. (208) 324 -8180 , AND 10d SHALL HAVE A DIAMETER OF .148 ". BSI JOT(NTSI HIGH STRENGTH BOLTS - INSPECT THE INSTALLATION OF ALL BOLTED FAX (206) 324 -8248 1/2" COX 4" 12" (2) 168 5 /8" A.D. MANUFACTUREP, BY STANDARD STRUCTURES, INC. IN ACCORD WITH IC$O CONNECTIONS PER A /SC SPECIFICATION . FOR STRUCTURAL JOINTS USING - 1 SW2 I ONE SIDE 0 5" 0 32" 3. ANCHOR BOLTS SHALL BE A307 HEX HEAD BOLT, REPORT NO. PPC ^4325, BNOP D RAWINGS: AND DESIGN CALCUL wa. STAM PED ABTM A -325 BOLTS. RICHARD HUDSON OR A36 STD. "J" OR "L" BOLT. EY A k.ICERSEO WA BNGINEER, 'ARE TO BE IA H T TED TO TO & ASSOCIATES, INC. , S — 1 SHEAR WALL NOTES: ARCHITECT PRIOR TO FAB RICATION, DESIGN CRITE §MALL MEET O R ANCHOR BOLTS - ,INSPECT PLACEMENT PRIOR TO POURING CONCRETE. 4. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d 012" TYP. EXCEED THE LOVE SHADS LISTED ABOVE PLUS DEAD LOAD$• EXPANSION BOLTS - PROVIDE TORQUE TESTING PER MANUFACTURER CONSULTING ENGINEERS 1 BLOCKING IS REQUIRED AT ALL PANEL EDGES. . SPECIFICATIONS FOR ALL EXPANSION BOLTS. VERIFY SPECIFIED LENGTH OF 2 5. ALL ANCHOR BOLTS SHALL BE TIED IN PLACE IN THE FORMWORK 94, $TMATEO W 3 Mme AND DIAMETER OF BOILS. 1605 12TH AVENUE, SUITE 18 2. NAILS FOR PLYWOOD PANELS SHALL BE 10d COMMON., PRIOR TO PLACING THE CONCRETE. R. NO "WET- STICKING" OF BOLTS. O- LAMINgPBD WOOFE,AMN , E• KILN GRIND,, INDUSTRIAL- APPEARANCE. SEATTLE, WASHINGTON 98122 100. NAILS SHALL HAVE A DIAMETER = 0.148 ". $ T LU RESS GRADS COMBINATION 54-IE "V4 (ED *•2400 PROS EVm165 psi) AT W /SLOING - CHECK QUALIFICATIONS OF WELDERS AT THE START OF WORK AND — , SIMPLE SPAN: BEANS $TARNS GRADE COMBINATION`24F -Va AT CANTILEVERED BEANS (¢Io.2400 psl., Yv m 3¢5 psi)• GLU -LAMS RUST BE OBTAINED FROM MAKE VISUAL INSPECTION OF ALL FIELD WELDING. AN % •''.' +- APPROVED FABRICATOR, RI)BNTT 5FX1P'DRAWINGB DO H>n+ ,gjGN RTl T,.s ao"RrTN .... • ". . ° � nYY. -� ".�m?.tw+ .wpwo,l+•au••ee.,, R.rs ,.w n. e.rt_wxm�ww r... .�^. . . "...,ma.w.;< ..... a':R.weux. <nn°� ... +.: . +.car .... s -w..:: _ n v. :x ar, Mr'af t. :.v ,. .,a .-.. Su, ..... _ I I I, �gn� 1 1�'�'I F (R F � 1 � 1 1'�' ( 1��1 1 X 71 1 - ' 9 11 I 4 T TMTC MTranFTl MFD DOCUMENT IS LESS g I - \` GENERAL NOTE , — T 1 1 E 6- x x 1.-8" ., 1. SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL. AND SSI W / 6 -�'m 8" W.H.S. JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER, ,` NAIL SIMPSON LTT19 ®48 "OC p,G.PANEL SIMPSON LTT19 A® 48 "OC FOR RENEW PRIOR TO FABRICATION OF THESE ITEMS V 1wN 0 to n at 1 P. C.PANEL f NAIL ALT. HOLES 10d ®6 "OC y 2S SUB FLOOR 2 ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT. .. / NAIL PLYWOOD TO LEDGER ST2215 STRAP TO DOUBLE TOP 12 ONLY DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER W /100 ®4 "OC OF RECORD THEREFORE MUST BE VERIFIED BY THE GENERAL CONTRACTOR. c 1 / HANGER DRAW TUGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE ! 4x6 LEDGER PLYWOOD JOISTS PLAN J01ST WEB STIFFENER. APPROVED BY THE COMPONENT DESI PRIOR TO CURSORY REVIEW BY THE RE: W /'T'x "m A.B. ®24 "OC RE' PLAN ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE THE Z I lk PLAN RE: PLAN _ COMPONENT DESIGNER IS RESPONSIBLE FOR C ODE CONFORMANCE. SHOP ® ®RE: PLAN - - DRAWINGS MUST BE REVIEWED AND STAMPED BV CONTRACTOR PRIOR TO REVIEW ~ 0�j ON j �x -�- 1 _� BY ENGINEER 2 /�! I! UNIFORM L BUILDI CODE, 19 1 _ I I � Al V12" 4210 LEDGER , a CWE: JOISTS 16 OC ■ 8" OC Y FIRST THREE BAYS TJI uo ADS: A- PLYWOOD 2 WEB I' '3 4FLHTBLKG II,,,_., (MIN. 12' -0 ") RE: PLAN ROOF. E . LO ..25 PS WIND... 80 MPH, EXPOSURE B FILLER I •I RTE PLAN DOUBLE TOP A SEISMIC ZONE 3 MEZ PSF LL P 20 POT PARTITION ow 2x6 ®24 "OC 'p 3 w p CONCRETE: 2" 11• D _ — ,=ar• o 5 52 I. - - r ' . o � 3 I I 3 O 4" � I 3 z R 1111 (c = 3000 psi FOR SLABS ON GRADE � 12" I 3 II� 1/2" PLYWOOD lc = 3000 psi FOR WALLS MAX. SLUMP = 3' PLUS OR MINUS 1" u 3 ® RE SHEARWALL MINIMUM 5 SACKS CEMENT PER CU. YARD I�w SCHEDULE FOR 2" STOREFRONT STOREFRONT . NAILING MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE 1' 1�" ( RE ARCH. I RE ARCH. UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO WT Sx16.5x-0" ! 2x6 ®16 "OC CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN W/4 - % "0 A325N BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" IN SHORT SLOTTED CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON HOLES. ARCHITECTURAL DRAWINGS. SECTION A -2 SECTION B -2 SECTION C -2 SECTION D -2 REINFORCING STEEL ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 EXCEPT AS NOTED FOR SCALE: 3/4" = 1 -0" SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1, -0" WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 psi). OTHER REINFORCING SHALL BE GRADE 60 ()= 60,000 psi). LAP CONTINUOUS ^ REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 48 BAR DIAMETERS IN 0 SIM. MASONRY, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS WILL NO WALL ABOVE NO WALL ABOVE BE FRONDED HORIZONTAL REINFORCEMENT. DETAIL STEEL IN FIELD WELD AT 3x TOP 12 U 3b CONTRACTORS OPTION. ®SIM. SEC. HANGER ACCORDANCE WITH 1HE ACI DETAILING MANUAL. WIRE MESH SHALL CONFORM I A WOTH =BEAM WALL FRAMING ABOVE FOR AL TO ASTM A -82 OR A -185, • 16d ®12 "OC FLANGE WIDTH WEB STIFFENER _ yi "¢ M.B. W 24 "DC RE: ARCH. COVER TO REINFORCEMENT TO BE: FOOTINGS 3INCHES FLOOR PUB -OLD STAGGERED FORMED SURFACES -- WEATHER FACE 1 1/2 INCHES L TO DOUBLE 2x LOOR PLYWOOD - 10d ®6'OC I TOP 12 �• a 12 RE: SHEARWALL SUB -F INTERIOR FACE .3/4 INCHES o I ii i EARTH FACE 2 INCHES PLYWOOD �� . '' "4: BIRUCTURAL STEE 1Y4 SU ®O'OC MIN. _ -x1 TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (fy 46,000 psi). 7. 3" ROLLED STEEL SHAPES SHALL CONFORM TO ASRA A -36 (fy = 36, 000 psi). • 3" _ _ 0 !, . •I` `! � -_ { PANEL EDGE WELDS NOT SPECIFIED SHALL BE 3 16" CONTINUOUS FILLET MINIMUM. ALL 3" ■ WELDS TO BE BY W.A.B.O. CERTIFIED r 0I WELDERS. USE FRESH E70 01 ZoJ 3,N x 9 GLB I 11h" c' NAILING ELECTR ODES. SUBMIT SHOP DRAWINGS TO ARC HITECT AND STRUCTURAL rn cD EJ 1 1 ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. rn w~ L 44443's x 0' -4" . .�. xa •_• WEB STIFFENER DOUBLE TOP B MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN I <C7 W/1/2"044" LAG WF BEAM ACCORDANCE WITH AISC FABRICATION AND ERECTION SPECIFICATION AND r7 fp Q? 'h / 0 HANGER JOIST RE: PLAN TJI CODE OF STANDARD, CURRENT EDITION. WELDED HEADED STUDS SHALL M d Z= I I RE: PLAN WF BEAM RE: PLAN RE: PLAN CONFORM TO ABS 01.1. A- Q 0 WT 5xi 6.5x7' -0" PLYWOOD RE: PLAN 03 I I W /4 -3/4"9 A325N RE: SHEARWALL DOUBLE TOP 12 2x STUD WALL ! ,y3 T.S. 646 SCHEDULE FOR FLUSH Ff3A�1 yG. RE SHEARWALL PLAN o o 0= - NAILING c4 v F W ' PERPENDICUI A3 Z _1 246 0 16 "OC ! Li1 HOEDOWN SCHEDULE 001 - SECTION F -2 SECTION G -2 SECTION H -2 SECTION J -2 SECTION K -2 °X �� SCALE: m Y" = F -0° SCALE: Y4" = 1' -0" SCALE: Y" = 1' -0' A 4'" = 1' -0" 2414 CUT -OUT STRINGER 0 16 "OC SCALE 44 = 1' -0" SCALE: SUB -FLOOR / LB212 HANGER /_ MAX. TOTAL RUN = 7' -6" • � ` ( /E +L 10"t_, «`VVV YYY/// FLOOR JO 2x6 0 16 "oC USE 2x14 CUT -OUT STRINGER BS 12 "OC v �6 RE. PLAN GLB W /248 0 EA. SIDE RE: T -5 vr SHEATHING MAX. TOTAL RUN = 15' -6" RE. PLAN IL 2x PT.R w /W/49"0 m Exp. BoLTfi ®aa "oc ` EMBED 4" i ' + I PLAN TREAS RISER '0'• -III ci - II' - Ili - 0._ U210- 1 SIMPSON ti ' �I1� RE: ARCH. m x 12'' " I� 111. - PLYWOOD SUBFLOOR 0210 -3 SLOPED ; Vi 2 -b4 CONT. HANGER 4 i F y ' TYP U -II • 1 BOTTOM O i ` II NOTES: 2x4 P I SUB -FLOOR _ 0 W SECTION Q -2 1-14/ ° 1) RE: FDN PLAN SHEET S -1 FOR HOEDOWN LOCATI W 16d ®12 "OC �i FLOOR J01ST Z ,Z � : P. V , SCALE Y." 1 0" AND SCHEDULE. DBL TOP E A35 __II REPLAN Q r = K 2) ALL HOEDOWNS NOT OCCURING AT A WALL ® EA. STRINGER " ,,i _ V) O'3 Z ISOLATION 1p CORNER SHALL BE LOCATED AT THE EDGE O (nI 2x STUDS OF A WINDOW OR A DOOR. 24 Q JOINT NUMBER OF STUDS -STUDS ®16 "0C 2x14 CUT -OUT .. L E: O 4 a T: S. COL. TS CO ! � ADDITIONAL STUD TYPICAL STAIR STRINGER Ce r?I- {0 4 " BRG 2 RE: PLAN R FOR COUNTERSUNK SHEATHING IT 11 88 � `7. p- SN "m EXP BOLTS 45 "m STU 54 "m STUD 36"0C SHEARWALL SCHEDULE EA. SIDE .. W STIFFENER 1' 6' DIAMOND 2x W/ WEB EMBED 5" MIN • ®36'OC D W /4 - ISOLATION JT ( ) BUNDLED BLOCKING IS TP @ HANGER TYP. ® EA COL II111�1 _ I 2x P.T. P 2x STUDS ®SHEATHING EDGE ■ 1" LEVELING CONC SLAB ��� W/94 BOLT HEAD AS RE 0 A.B. I SILL B G - - I , � - � 2x4 PRESSURE [0� GROUT PER SHEARWALL M 7 � EDGE NAILING DETAIL T TREATED B 4 SCHEDULE TOP OF SLAB RE SHEARWALL SCHEDULE ' W /10d NAILS PROVIDE FIELD NAILING C 1 3 -! . - - 9' - �- A.B. I 1=''' DOUBLE 24 STUDS FP I RE: SHEARWALL SCHEDULE , _ . A . _ - i ll • -!II •• •• � PANEL EDGES. • -IL r -ID- -VET DEPTH )L Jl EXISTING N HOEDOWN • :� I.I � hn�(d. ��� A.B EMBED I 'I RE: SHEARWALL SCHEDULE �' �¢� = S' RE: FTG COL FTG RE PLAN _ COY OFT 4�i SCHED 3" CLR �' , ._ Ili P.T. M APPROVED SEE FTG SCHEDULE W i'I, tiT BOTTOM S OCT 04 199 TEL. (208) 324 -6l80 REINF. RE: R -2 __ FOR SIZE & REINF IL. AS WILD FAX (208) 324 -8248 TYP. "HO" HOI DOWN 0 SLAB 4 ". SLAB ON GRADE BUILDING DIVISION RICHARD HUDSON & ASSOCIATES, INC" FOUNDATION. CONSULTING ENGINEERS RE: PLAN SECTION N -2 SECTION P -2 SECTION R -2 SECTION S -2 SECTION T -2 1605 12TH AVENUE, SUITE 18 OF 2 SCALE 4h" = 1' -0" SEATTLE, WASHINGTON 98122 SCALE �" = 1' -0' SCALE: 4 " =. F -0" SCALE Ye _ 1 ,_ 0 „ SCALE: L 1' -0 REL'�E�` ® CITY OF TUKWILA AUG 2 4 1995 . • PERMR CENTER .... 1 I 'PSI IIIIIl1 , 57 111 1 1 Iir i T r i 1 i 1 1 ( i T 1 1 o 1i t T ri 1 g T T F ii 1 ikgTlFf frifrrTi r T (1711111111 I r —'.r . ruse MTronrn Men nOrIIMCNT Tc I Lee