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Permit B95-0227 - TRADESHOW - OFFICES AND WAREHOUSE
‘00irc2Ni'v\•1054i-0\x/ 6cisag••oaai • 1 ----- i t ( , VI if ti Li CERTIFICATE OF OCCUPANCY z ! CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 ,TU:WILA, WASHINGTON 98188 ,,;:-."•, v".113 '...e, ''''' ,...•,.. :e.ifikirp,.. • ,;„, .",' '''•-•:,'..: ; ".., 'li ' i':4 ,'-•'' 1, oz ''''.,,'''‘ C',:' \ 1 ,,, ; t't t. 4 5_ft ,x , le 4, THIS CERTIFICATE IS'4,LiE,D' PURSPAN,A IR THEAEOLLI,FEMEI4T$ 9F !:•E'41 307 OF THE UNIFORM BUILDING Cgpt' THAT AT THE .jTIME,01,I :1; ,S5,UANCEt! IS STRUCTURE WAS IN COMPLXANc a , '(/Akloy$43oRiftf4A6it TH .(0CI,IY REd TING BUILDING 4 CON O% USE 0 ,IFtE AND ‘ALL ,APPLICABLIEf FIRE t 'GO 4 DES S ll Te t i i , T '•OLLOWING 4\ f( : \ \i 1 .,,,,r g> '' V Li 14.41 *0 0 C 0,1 iOr 4* t A y t :f "TAD E SpOW of 0 , . it Perki t NcyfillB95,- . 27 h t ( \ - Building Ad"figiessii*,1'1621f,EAST jt4ARGINA %,..WY,, S u 1 ee N� • oA \ 0 .10 F ar1;913 1 ,i : . t „ p2304-9044 r A I ifdiimei PROPERTIES!. INC , t '' ''' ' '': ' f ,2 '1 ,..., 1,:ltfi. ,:l ' '" . ,, . ' , I! i Y. '' I . 4 0 ; 1 4 ‘ I IN P Oo "■■ ,, f‘; „ .(. . V ,,,, ,.,`, - ' - - - - - . - ' ,, 1 i ',. " , .. , 1 l, ' 4 .4: t ik 1 I i r' I A ,. '"jv tiupancii: WAREHOUSE f ,-., , -,, ,,. ..-- ' ' C.' Occupant; d . . I , ' s-, :', `4 A . , ccupant Load: , , Ck, i $ - ,„ , , ."`,.: " 1 Occupancv Gt Qup: .B/S1-1 :/„.-'''' ."'-'::-.`','., t' '. 1/ ,--‘ ;: Type of ,const.4.1 ,,,,..., ,,,c 11 Kt 'i_ , .....,, , : ? ., c. :, "= ', *, y , ..,,. 4 to) It ,, 1 .. , , tV \ ' '',..: ?„ ,P ',,,, * 1 " • . '', r v - , 4 ' ,"` , , 4, .14, 5 iq ' t A ''' 0 ql '') \,. 'f, 1' (:„ ... '1 ' ',,■ A '3 ‘t' ''4 .5‘ 1 4 \ ' Ili \'' 1 'i. ). "* ' ''' ••'' ' ,,, ''.0,4/0 ,,)i A to/47■1;* ' • 0 CP 6 U CT k WALLS FOR OFFICE' , A ' 0 fri il / . ' 1 1 1 1,, ,) 'A '‘' '' ..\, \. : '4.;;''' . =-..•‘ i kom . s, /,,,,.„ ./ 1 \,.. i < •,.....; 4 , t , . .., ;.7 4 / 16 --.. ot i :„ k r / tfi I. — — , -* .". .." . , ',... .... ..... ' ..: .... ..4.....: I— .... ' ..- .... " •••• .... .......,..e4 43,1 L f • I ,TOFF I G./„AL ,,,.., „l'ot,ITE /TAW: ,,,,J ?):1,, 4 f't ,t,,, '''' ,, F . „, , ,,e0;,: - . ( '1/4 1 \ . ' ' ' ' ' ' ' } '\' ' '' S ' , ''''',' :.f. ''' 'V 4 t' 1,... ■!..' ` ' ''' . ' ' '''' ''' * 3 i '1-'1'.,'.4, ,, ,,,f? ., ',. ' "'",. ci. • * i. ".) THIS CERTIFICATEMPST BE CONSRICUOUSL1 POSTED PREMISES '?. ,,,.. ,,,,,,,..„:, .,., ,,, v .,,, 4 , , , , •,,,,,,.. ;;1 .. Ap.":-' ---- r.F. '.".- "‘ * '---s::•:;•.„.-„,;;;-„,,,!,:;;;;;;,.:::_:.•,----- , . . . , .. , . , . , , . • • - • , , , , City of Tukwila ( (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0227 Status: ISSUED Type: B-BLDG Issued: 08/29/1995 Category: ACOM Expires: 02/25/1996 Address: 11621 EAST MARGINAL WY S Suite: Location: Parcel #: 102304-9044 Zoning: Type Const: III-N Type of Occupancy: WAREHOUSE Gas/Elec: Wetlands: Slopes: N Water: SEATTLE Sewer: VAL VUE Contractor License No.: SGACO**084BS TENANT TRADESHOW 11621 EAST MARGINAL WY S, SEATTLE WA 98168 OWNER BEDFORD PROPERTIES INC 12720 GATEWAY DR.,'SUITE .107, SEATTLE WA 98168 CONTACT DAVID KEHLE Phone: 206 433-8997 12878 INTERURBAN AV, SEATTLE WA 98168 CONTRACTOR .SGA CORPORATION Phone: 206 778-2191 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036. *****************************************k*************•k*****•k************* Permit Description: CONSTRUCT INTERIOR WALLS. FOR OFFICES & WAREHOUSE SETBACKS Units::;001 Front:.';' .0 Back: Buildings: 001, Left: .0 Right: 0 Fire Protection: SPRINKLERED UBC Edition: 1994 Valuation: 100,000.00 Total Permit Fee: 1,468.46 ************************************************************************** ..111.0i110 Sift=.)._. Permit Center Authorized Signature Date I hereby certify that I' have read,and examined this permit and know the same to be true and correct. All provisions of law, and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does .not .presume to give authority to violate or cancel the provisions of anyother state or local laws regulating construction or the performance of, work.. 'I am authorized to sign for and obtain this building permit. Signature: l Ch a-1-0- Date: 6')47. G%.r Print Name : _ L' �irLt 114.- LJ16. / 4 47 Title:. 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. '," w ''�+` CITY OF TUKWILr' ' � i8C% 9 Department of Co ' ,un Development — Permit Centel : Tf, ' ° hl: * • 6300 Southcenter Boulevard - #100, Tukwila, WA 981813 .' 1908 • (206) 431 -3670 • Building Permit Application `racking . PLAN CHECK PROJECT NAME.—r-- NUMBER I Foot e5 ) SITE ADDRESS _ NO. . Bee-C60 • / /6d/ , f /Oa(na/ 1/i 9 ,, INSTRUCTIONS TO STAFF . • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. . •. Plan corrections shall be completed and approved prior to sending to the next department. . • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit: • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW • "X" in box indicates which departments need to review the project. >: >:: <::> DA::11=: > > ,: : :: ::::;;:::. <::. >:;.::<; >:<:<:::::::: << > <: >;:: >: >::<:::: >::::: <:::; < >: >: . >C1.EP:A : TIVIEN:: <....... AT .. .......... .,...,. ..,...., > ...........:. RE. ..tJ.l R E ME�NTS<::.::<�CU1VI M EN"I'5::::;::r: > <::::< «;: >: »:::::: CONSULTANT: Date Sent - Date Approved - initial - KO initial review - 7 - 5 1 015 ROUTF7D) IRE )( '�`., FIRE PROTECTION: ,e grin lers .A Detectors • N/A /1j / � C FIR DEPT. LETTER DATED: (G, c-. INSPECTOR: � INIT: ZONING: iBAR/LAND USE CONDITIONS? Y • No O PLANNING � � 0 / REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? Li Yes No • 1, PUBLIC ell-lib- 81 u . PUBLIC WORKS LETTER DATED: WORKS INIT: , /, . O OTHER INIT: BUILDING - q c3 err I TYPE OFCONSTRUCTION: CERT OF OCCUPANCY? UBC EDITION (year): final review INIT: F-�l JD' -N (''sFK. Yes 0 No I _I i� BUILDING ' ,. 3 ,k 1 OFFICIAL - INIT: 1 4 11 REVIEW COMPLETED • AMOUNT CONTACTED /\ p, OWING: c.. DATE NOTIFIED .� BY: " � " � . (init.) 2nd NOTIFICATION BY: (init.) srp 3RD NOTIFICATION BY: (init.) 01/08193 • , E BUILDIISJ PERMIT l _ APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 °O6 431 -3670 DESCRI P.TION " AMOUNT RCPT # DATE ( BUILDING PERMIT FEE i "7:4 9 PLAN CHECK PLAN CHECK FEE "7l�; 7 NUMBER (�� 7 r BUILDING:SURGHARGE APPLICATION MUST • BE . OTHER. fILLED .OU. C OMPLETELY. TOTAL' I �1(v` , �! SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ .. I 5 S. 1 I Le h 5I- .. //7 (/ e u c u f g / f f 4 t DD► D 00 6U PROJECT NAME/TENANT /M30-4-- C � v �� + D J r , 410'UV TYPE OF • New Building • Addition P Tenant Improvement (commercial) • Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel r-sidentiai ❑ Other: r� DESCRIBE WORK TO BE DONE: / [,j a- - ( F ( t �. 11 1 S - y' Df CQ w lUrti4t. nit se BUILDING USE (office, warehouse, etc.) D=( (i. 4 w oth Se NATURE OF BUSINESS: FYI 0 - 1 A ( L , 7 ,I -- � � h S -. ( L WILL THERE BE A CHANGE IN USE? (g) No ❑ Yes If Yes, new building requirements may need to be met. Please explain: 5 SQUARE FOOTAGE - Building: 4 9 , s -- Tenant Space: (5 l 9 Area of Construction:. -4 . vs _L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ( No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Sprinklers ❑ Automatic Fire Alarm System PROPERTY OWNER C ah7r Ryn PHONE ADDRESS t.Q(c ?LP'r. . 4n �' S ' 2 - se a_-1-1-1,( ZIPG)g,( �7r� /a CONTRACTOR u%t PHONE 7 7 g � � C c � • v YC_ ONE ADDRESS I A, /4_ A 04- 1 h S-f- .S. IA/. 0 L{ i} - it (-'L 07) _/ ZIP qg O�fv WA. ST. CONTRACTOR'S LICENSE # / SL R // C D 4:34- / 0g4-. ES EXP. DATE/ / o I q/ . ARCHITECT 1)0f -V LC/ Le h / I1 r (f l,( ( (' 7 PHONE 433 _ , q -� ADDRESS ) a9f Lur Brun f `( s-0a 0 . L±Lie ZIP q b 1( R, 'BE: TRUE <AND CORREC'i',AND I AM.AUTHORIx�DTO�'APP.LY..F. R.TH ,...... I :;':` >: > <a. °�: BUILDING OWNER SIGNATURE / DATE 'qS OR PRINT NAME b vi d kih L / f�I Lin 60 ISrn & P HONE 43 .3 - q 7 AUTHORIZED AGENT ADDRESS ' D (, uf h C(./� - . C I N 1 , 1 , g// b • CONTACT PERSON IJ ouvi h PHONE 4,3 3_ g g 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 questioryrgur process or plan submittal requirements, please contact the DepartmO'ihrYoPOadittiuity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED J U (] 5 1995 DATE APPLICATION EXPIRES 7 - 5 - _ 6 ,5 / - 5 - 96 K� ,7 - p _kPAMJT Pero tom' 7`"ctc` J.' V i' F wR 1' -T'; • - f %:...4.1 - .kr • C7) ** *+ * * * * * * + *4- k4 * *: *a•k- : *+ *A*ati- A:,: •t4 * * *:: * * * * *k****At: * **A * *- A*k GENERA 471.57 CITY. OF #L1KS4ILA. to TRANSMIT GEi A 576.71 fir-? clot *A* *:k *AiE*** * #:4A* * * -: 4-** 4k** * *** * *ic** c- 42 ** A * *A4cAkf ENERA 4.50 TOTAL 1052.78 fRAHSMIT .Number: 94002837 Amount: 1.052.78 08/29/95 15:12 DECK 10522.78 Payment Method: CHECK Notation: CHATHAM COMPANY In i t: SLB CHANGE 0.00 - - . - - -- - __ - -- - -- -- �►$Tcl " - -- 5674A000 16:2`4 Permit No: 095 -0227 Type: B -•BLDG BUILDING PERfiI Parcel No: 102304 -9044 Site Address: 11621 EAST MARGINAL WY S Total Fees: 1.468.46 This . Payment 1.052.78 Total ALL Pints: 1 .4613.46 Balance: .00 *A4-74 tit * *P*** -4 *- *A *:t * * * *4.* * * *: - * A** *4 *** * *- 4*A4 * *** * # * *; *AA** * *A Account Code Description Amount 000/322.100 BUILDING - NONRES 471.57 000/ PLAN CHECK - NONRES X76.71 000/386.904 STATE BUILDING SURCHARGE 4.50 fmsz4: - • ° • ?Ialkt 0 • GENERA 415.68 *****A***************18/ A*** AtA*******A CEARA 25.00 CITY OF TUKWILA. WA OaS d TRANSMIT GENERA 25.00 TOTAL 46,5.68 ......JR,ANSMIT Number: 94002560 Amount: 415.68 07/05/95 16:25 CHEIg 465.68 Payment Method: CHECK Notation: TRADESHOW CONV. Init: KOP CHANGE 0.00 077.1.V95 4215A000 15:58 Permit No: 895-0227 • Type: B -BLDG BUILDING PERMIT 1 Parcel No: 102304-9044 Site. Address: 11621 EAST MARGINAL WY S Total Fees: .1.468.46 This Payment 415.68 Total ALL Pmts: 415.68 Balance: 1.052.78 Account Code Description • Amount • 000/322.100 BUILDING - NONRES 415.68 - S S • , Ell INSPECTION EooR Retain a copy with permit .,.. 'o. - CITY OF TUKWILA BUILDING DIVISION �. t ; iik 6300 Southcenter Blvd., #100, Tukwila, WA 98188 S % (206) -431 -3670 r Type of Inspection: MilliM •tress:�. •e }I!'; Ifi�G!!L y • , .. nstruct ons: - ' ] e ant : : Requester: /�'-1 ?- -1 ,'�"" Phone No.: x ' Approved per applicable ►t • :S. ❑ Corrections re4 prior r ior . a PP rov COMMENTS: WI— / ; _ , / ; : , nspector: Date: ❑ X30.00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r iprIE: Date: r *^ . ..._........�.. v...- ,..:t:::,r.:...:...0 _. u.,..... a, t: ti.. u. »...._.ta :a.....� +•a.:.s,:.�t - - 'S . *4 vw. o. au. to:............,...„.,....... rTh I INSPECTION RECORD Retain a copy with permit , r , . PEFI I NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: - i .- )9.A0 Type or inspection: FI NA Date Called: Address: . --- 11(021 C C. ►rn Inl.. Special Instructions: 7 • Date Wanted: fi II / <Ul 1.5 am. pp Requester Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: c7 r' LA Ah'c`7 rr t ' :St .0cro tLS S 4-t(.— 71 5 bLnS a. u N i l-I T 1 774 t os7rfi S fs -- i NO it sRva- PIA tit 4 q 3 > q 9,1 ttst ` (,Q t, i N CC is u c -AT�.a J - PkW v>rr FA Ll,_. f' t J vv • r.1'Yi • i-t 6 Ni 'tJ1 �q Ca,m, Inspector: Date: G r .: 1 y ❑ $30.00 REINSP FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ■ .._ _ ,.. .. ., , .. .. ... �., r . rv.�1.c .,a. fut e'K9.t ..,...`i•'...'.+i �..::7 _t d''ir. .;. -3 :cYy u. t "�' , '..,�p.�v _. .......;.1..:, -... :C:... ».. a>..�.� .u..»u.u. xr.. a.,...r. ... ..a....t ": FA,a�..p:`,. .ri.. ...„.....a «-. a _. .... +... - «. _... -..._. .v.... -.«�. ..._......_ .� f INSPECTION RECORD 0 1393--- / Retain a copy with permit O Z2N 6, i ∎ ♦ PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro : : \ —' y e of nspec n: � rO■de i` i h (D■;c Address: ( 6Z. 1 �- ma Date Called: 1047 /`� S Special Instructions: Date Wanted: O/ As- am.6; Requester: • Phone No. :� J Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: P r^� �.� je. 7c Inspector • Date O $30.00 REINSPECT • N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Dade: INSPECTION RECORD 0 - " Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 . ,11. (206) 43 ro ect ' Type of Inspection* �� C � ` 1 1�C �C �� S h OL -�.-� ..„/ i,v Address: I e T1 Cl r ,. 4 1 (1C -� I Date Called: I of 1 It Special Instructions: Date wanted: Requester. 1 Phone No.: o� 13 - O 3 3 , proved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • nspecta: _ Date: . A / 1 J ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I • Jvt .-... «... r.... a... •.....�..- _..:;. ism'; xi ;a:s;:.:.vx��- �.::i:"1x:� >t,:.. :i'a:?c' �•r: ,rh:r:,Fl_..,_.:"-= �vi:a�,. ".:. »':`.d�;::�'.:I` ?s',W'f':� ... , t k; INSPECTION. RECORD • i3ctS - Retain a copy with permit 027 . , • • •. PERMIT NO. 1 / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 .ro : : 0. ype o ns.:. w ATC1 >` h Ad� l rkivc 611\14, e Called: , Q I nstructions: W.,,{ S Date anted: 10 — 1 — 95 am. p.m. Requester, n R PlafONO.: 24 3 0 (, ILApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • t • y z'� { Inspector: I t (J { Dale: J olio ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l Receipt No.: ii.'i"�;� "i�.wiR K.r++'•{` � kcM,gr .'•sil'i�t rSN't3Z�'3 .fan"dY�fa`t4.�2:tJ ,�41�it:i `T'�' J,.i `_f,9t {5 .:•nl:ut �_ ; -...:y ti.�F.•.!_.: tx: x:.::.. ,i? �, Rt+K.•. INSPECTION RECORD 0 ,acts Retain a copy with permit 0 2c7r7 INSPECTION NO. PERMIT NO V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 412 � (206) 431-3670 • 'ro I < Gk C.IC'�I'1 \NJ ypeo ns.^' 1U(l) I ; (1 x ) 1 ) 1( Address: (o Z I 11'1 Cl r . Date Called: .1°/L / Cr — Special Instructions: ( Date Wanted. 0 l ) C{ am. .m, Requester. , �=- N)L X� I d I t ice_ I s t Pf Nov t ` )/ 1 t 6'1 - i rr ,✓ �'� �ne 1r 2,13 C33 � • Approved per applicable codes. Corrections required prior to approval. COMMENTS; ! �,_, Oc- /^7cr , , „.. .„ Inspector: L..r Date: , ❑ $3o.00 REINSPECTION FE :tr EOUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. [J1 ce@No,: taste: t ' ' r INSPECTION RECORD Retain a copy with permit ,fir CITY OF TUKWILA BUILDING DIVISION s V ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '1 4, (206) 431 -3670 •ro _ ype o ns.: • ton: �iil %TIC stress: I , • : • . nstrudrons: Date 'ant:: c sism 0 Requester: /1 V....Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .._ ` �J . r . -.i < / 4- ii 111111MIMMINIE { g I <> hefepp, r• :e .�.� • nspector: _ �i 1 V[ Arr. Date: • Y _ is ❑ K 1.00 REINSPECTION FEE • OUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I: r • INSPECTION RECORD Retain a copy with permit qERL INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ,\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V■ik (206) 431-3670 Project A!" Type ofins. t .n: RA tA A e Called: VP61 PAA?6)141- Dat 0 ' ci 5 Sped Instructions: \ S Date Wanted' ci6 am.8 Requester al M •• Phone No.: zi4 3 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 7 4- ./..? 4.1 .. 1: ipte) e..4e .. • . • • • , A • • 411 r $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I ROCCO No.: I Date: -- I At, - . • ,.....,.., ,.. - - h- :,..:a ---A...::;2.:‘,..A..,- . "-:44-'4...: LI' -, :-.... ,,, . 1 .U . ..:44 , VX4.-V-.1.1...../f-til4t,h.-4 , :h: i ; • „ C 1) - • , • ( 7 v•-.) INSPECTION RECORD ' - 1 - -) — Retain a copy with permit • 22.- • 1 ° - - 0 1 1 * . .14, I',• : ... 7 CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 mo (206) 431-3670 Mk *ro : : -f-RAbe-_-G40 y peo ns — . : F AMIN161 I '., Add :11)2. A iti.r_s N■ eDai Called: SO o 2-5 nstruct ons: % . t i -- Date "anted:, 0-3- c am litrri:' s i,. : 41 1 1 V‘i II , Requester,.... m , , • :i ,,, ...„;:::,/, l'' , . , ,.&71 ,7..) • t •' .. N \ r ' .! '.. E3 ' Approved per applicable codes. 0 Corrections required prior to apProval; ' COMMENTS: o c J 1 . ----- '-') /:s 1 ; . •-1. ..C.4 J i rf( :''' ). :r ',,./ ■ (9 (' e:/ ..e ( '' e .i .. , ....1,41 , 1 ( A - .-..,3,--4...e./' „:(.. •,.;t1 P. i. k e.., i t 4, , -1°,,ei p.,-- , 4.-w• —1 1 ,- t 4./,o. A J './ or./ce.i. s,i 4{0 .9-11 ; /-7 c , ,‘: , : ." , , ,.'. I - , • ( .. , ' . Inspector. /Xvi . .. , /O-3.-\95 I . . . • _ u $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. —. : I Recoil No,: i l 3 ..../ . ,.. ,_ — .........,....... 4..thil- hiStlahAlgthLO harit,;41'.1%., - 4.4.,:b.. L. h. :. _ , . ._ ' • „ • sa 0 INSPECTION RECORD Retain a copy with permit 02z CITY OF TUKWILA BUILDING DIVISION 1. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , 0 v (206) 431-3670 Projecti. Type of 5 NAIL/al Addr : . AA, F. L Dale Called: q • F t nstruci OfIS: vi Date "ant: .: 0 615 • &P.m. Requester -al p A Phone No.: 22,A- 74 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: \A/A ( ...<- 1 .1. ‘ut sr 5 oFri CE kiA LI, 5. • Inspector: .40 Date: a CI $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pa id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • . 1441t . ..• r::. J1'< S*"-+,"' it [:I:L "«il.:c.:+".h13�i3:::LL.2 •• ...:'. / �' ":'L:..:.�GN✓.� i"�1.:: :'�ILk^ •4`�YG.'1. 4 v1��:t.1`.iw.. _ s t ) / q INSPECTION RECORD S � - Retain a copy with permit 0 22 - _ � 3 CITY OF TUKWILA BUILDING DIVISION '.` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ect -T , S) , Type o ns n: r 11\ 16 Adf t ► H,) 1 � E ' L AST !�►p,l�b I � Wy 6 Date Called: 01 Spode! Instructions: Date Wanted: q am. p.m Requester: m + " tAThZ 1.AXttei -1 Pow PhoneNo.: 2 4 _ 033(,, rt ❑ Approved per applicable codes. B Corrections required prior to approval. � t . COMMENTS:. F,zr ( ' --wvt. urn, A yh1i [ 4 (r AO 0 F 04 -s vA^- wA a=i C .F1 A•A ,.�Ci '4 L L ! r- Ar ry M., f \-) a is . its 21 ) 1-131 3 PLU.,.rs,I.JG AP P(UN/AL.. v).3 `s p mac., -zar APP 11 vs TO , SW-0. 4 •..• 1nNv.D �-R ltrt%r• D.) •*- S lq a-. 1.Aq 4C._ NA, l r r'1 b kwq . _ s nspecta: ell16 �aJz —M211111 D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.' Call to schedule,reinspection. • . .: _ Date: • 0 INSPE R ECORD C I f I Retain a copy with permit 0'2- 1 , �, ,.. .- . y .- a ', CITY OF TUKWILA BUILDING DIVISION „;� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 .. Project: - Type of g n A � ! . la 1 � >+ t Sig rV�t i Addrj 2l f � `�, ,, ►6►1NAZ Li . �t J Date Called: 20 - Spedal Instructions: /vV'� WI 5 Date Wanted JJ - p.m. i �Requester: "C" Jr Phone No.: -6. , ❑ Approved per applicable codes. I , Corrections required prior to approval. ' r COMMENTS: ' .1 Sd etr =ILA r-n 11 ,00 t-S n Pty 1 TrA ,0 7111.. ) kyl .c c N l 1.1L- � t.- /NA 1 LA 1 1 ' - ,.< fro p„c SV APS hi kW NAILS SMO 7 t.46 14 ;,, ' 114* r. PS w i t`t4 Pat it,. Nolo t., r }M 1 sS 1-)G ri k s'< 4? L r h i S-/1 h■ C A - S N c - Z S A - n 4 -gt m f o r c-0 , PP N `( '':` s - 3 (14Pri 'Mt.2 eNN 1( VoA 1 tov`: . ,, , 1 t yre-6 M'ti o F t SAP . t�- 4€ iL- l'g.gif LACE '4 TTAE VQt r 4 .Si tt -A-93 oP- O&M trr /'\n;1r 'lt.d' ,A0 JAL ., L A M ��1C 1 S'3 . 114 •k• Gt i,S` o f . , pct t :.--- - ACc.. A 1 l" t A-Ai Li 1 c<1 it SS' riwS , i 1Ln tOt ) 2 t f-I 11413 b'Y1ANN'ZIlL nspector: ' Date: - ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o .: Date: -----] ' ,Y ... " . _ , ...., .......... -..., •■41,..r.:c.r.5 , Ir..1... , :...;.tr....:i , .....*:11. , WW , ...'2.1t neJ..z......u... zact. ,-.-.4 .1. ...■ , 0 INSPECTION RECORD C. f 19 Retain a copy with permit 0 .1 , .. - , . - Y IT• . st, I , , • CITY: OF TUKWILA BUILDING DIVISION A, I/ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 drp (206) 431-3670 .[ roe : 9...ip4 s v i 3O1\ ype o ns .. w ,,. AdDs 2 Date Call . 1 ... .... A5 ..... NtAfzoiNAL.... Sp al kstructIons: voi 5 Date Wanted: '.../ .,-, r'''' cl,r,2)- cI5 do :: ■d " uester: 11 Ai ., a Phone NO.: ...,, , . g Approved per applicable codes. 0 Corrections required prior to approval. -. COMMENTS: I 'l d I 4 pe , . — . i : •-;;!, Ts . o ' ^:';',,,I, .• " .; • nspector: WIZ* , 1 1' 8 :9 7,1 q O., 0 $313.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. F WS:7" --- 4— Ciie: „.. ... -. », ..w:.•xF.i......r » .,i.•v:.. o:l�q.irv.,sn. M;,, r'w..a..,...a ,x.,x. .::'vr�n:r_, a .J. - a .. tl 5 INSPECTION RECORD 0 Retain a copy with permit . • - T �. ,. • 1 r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818: kr-riAL(206) 431 -3670 j: •roe . RAD6- 5)-10 YPe o W'& 1 Li N& —Mar : (021 51 �Ag1(NpL- r : e . is ; • — — • 6 1 s Special Instructions: 1 Date Wanted:9 9 Requester: Phone No.: 2 -Er Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: f ro v>^:. A2c..9 C e- t 3. ( t (�� a Ak 6 r �4 r i D_- f + m. r . l , nspector: 1).,13; A ■ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [11W14°.: Date: '_ 3.•:•N..........' 1 . f.. ' 1'.'' :71::::IL'" "_..».w "i.d k y; .'.k...i'av . +u...... '''t: r.'s. •.m x '' ... f ,• { li r � i I .t -: • ', _ L.:.:.'s..L'._...f , ." d.:.. i:..a uiJ . Lis- ....+�._ INSPECTION RECORD � ° Retain a copy with permit 122.1 INSPE N NO. • 4= . 1 • . , CITY OF TUKWILA BUILDING DIVISION \ 1` 6300 Southcenter Ivd,, #100, Tukwila, WA 98188 ', N (206) 431 -3670 .. ', Prolect:.. N•b- 1- Type oflnspecfkn f ART &L •�-� '�0 ;,' :; Address• Date Call 1 I"t'` 15 Special Ins ructions: 1,4 S Date Wanted ' ` ; ` ' � . - ,M 1 am p.m, r. 15A Requester: -- �-• Phone No.: x,11 °1• P -L-.9 (�Fr...i?atJ .$) 22% a - 0 b 'L ' i .;,%=^ Approved per applicable codes. ❑ Corrections required prior"to approval. d COMMENTS: 1_,. - Gc .`k / f 4s - Lezu -. 6„, - z,z_z___2„.. , a. , , . M % / , r Inspector: , Date: .'" ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: "..ems...._._._ I + ( rw • _ _ _ _ ..._ M... .......,,. x,...... .... te.. ..k...t)LY.IB.utg.z. Mid,..AsaSt. .d:3•I'ci-LkokIkelit', I3tr,a:.ru I " _ .... ‘ y- ................ . f a t ' 16,- ••/,'• '% City of Tukwila John W Rants, Mayor , (4004,1 tO 115. 4010. 1 .4.# \ i/'Z',>" Fire Department Thomas P. Keefe, Fire Chief ................ jr, /908 TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. f ee,"?5 -ri2.7 - 7 Project Name he /)t Address F , /ii/ Suite # Retain current inspection schedule Needs shift inspection . • Approved without correction notice Approved with correction notice issued "- Sprinklers: Fire Alarm: /0 i //yr/ C- Hood & Duct: A/ Ha'apn: A. Monitor: A / i14 Permits: //a Authorized Sigriature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: PON 5754404 • Fax 2O� 575,4439 CITY OF TLII<WILA Address.: 11621 EAST MARGINAL WY S Permit No: 895 -0227 Suite: Tenant: TRADESHOW Status: ISSUED Type: B -BLDG Applied: 07/05/1995 Parcel #: 102304 -9044 Issued: 08/29/1995 *• rhk• b• b*•*• k• k• k*•k*•k• k kk*• b***• k• k*• kk****" k• k• k• k'* k• kkk• b*' k• k• k• kkkk• k• k•k• k•kk *•k•k•bkk Permit Conditions: 1. PRIOR TO FINAL SIGN OFF, A,PPLICANT:- SHALL RETURN SIGNED METRO SEWER USE CERTIFICATE FO RM•: TO''PW 'NG ti METRO BUSINESS DECLARAT.I'±l N;; OGIRECTLY TO METRO. BOTH METRO FORMS WERE MAILED OUT: TO :`THE - ON ''AUG 2. No changes wi t 1 ;., Eye made t 0 , the `p.1 un 1 es . approved'F ?y the Architect o :Engi►)eer.,, the Tui:wi 1a , Bui lding U�ivis�ibn 3. Plumbing p r,n iit s ha'11 be obtain'ed''through the Seattle4,ing County D } e art of Pu Ic .H a, th. Plumb°i:n,g w l 1 b`e, �'` inspect bv,:tthat'agen`cy iri'd,ludi'rtr all gas 'p'•ipiry'' ��Y,- (296_4m). ``' `' r t f i , f n :.. s i, q it t ",: 4 4. Electcal 'permits . shal .,,b'et , o°btaine,d` a � through the ,Wa hl State;'`VDiivf`:slon of'Labor:and Thdust'ries and all electrF1cal' work-01) .b& inspected . by that'agency, (248- 6630) l I me'chanical 'zwo k sh "a11• e 5. A r b, ",Under• �eF ar•ate permit i.�.s.ued by ' , the' :itv `Tu.kw11a ; ,, ? ,x: 6, All' permits I , inspection records. ,.an °d approved plans shall be available at the job' site pr the , start, of any conk .5. 1 i st6ction,/ These do'duments 'are to b'e maintained and avail r. ab l unt i,l; fi inspection "r approva.l ' gear tee .,; 7. Alt struucturral concrete r'shatl be spec.ia l inspected NBC - r• ec •3O6(a)1 ) . ' / ' `•,' ...` '` '; t' : 8. Bolt:s,.,installed, in concrete shall be ew j.. ' 1pRl��y(! ` (a)2) . 4 p 4 � '_i:n � ected � ; ,f r rr (USC' f Sec. 306 r ,.y L f ; < } 9. Whens�pe� la: 1 :,in:.pection is requirred either the '' archi°teI `engineer shall notify the '•T,ukWlla,;,Bui�lding Divisio ,of appointment of the in�spection agen, ies prior toy; the fii,st, building inspection. `'Copies; of „,a1 pecial, inspection ,• reports. shall be submitted d ; D i v i s. i on` is a tljniel marin Reports s 4a '' s' s' , ti . ,Y er. Repart�. shall �.ant�';i:h�;,addr,,e:�S project nam : per mi;t number�'and ;type bung:;;:'' performed. 10. The special Inspec�tor' shall s signed repot stating whether` t.h,e,.work requ ir” �ng special inspection was, to the best of the -"inspectorz's-knowiedge, in :c nformance with approved plans ° an dpecif applicable workmanship p r o v i s i o n s of` `the:; �USC '± .•. '<+ 11. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3•. 12. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 1 Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 14. All construction to . be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition) . 15. Notify the City of Tukwila. Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16. Validity of Permit. The issuance of a. oermlt or approval of • • • j - r f►k;4) plans spec+if scat ns and 'computations' shall not be con • 4' to be a. p �f `\for or an approval ,of ny violation ' ' of any of the pro' s i ons of the 'building i'l d i ng code r. of any y ,other ordinance of the jurisdiction. No permit presuming to give authority to'violate or cancel the provisions of this j code Shall be valid. t 17., There shall.be no occupancy of the buildings) until 'the final inspection has been completed by the Tukwila Building I Inspector. ! 18. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. 19. ,VENTILATION IS REQUIRED, FOR ALL NEW ROOMS AND SPACES OF NEW L OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING :CODE AND,'THE, WASHINGTON —STATE VENTILATION AND . INDOOR' AIR QUALITY CUDE: rCHAPTETR =` -13 J 1p;C;,,,.�� ' .. t ....4„,,,,, .D e r r i ,. t . ,' . , . ' z �, ,2" . ^r ''.1 ^. k t. -. L ,. ,Ii 4 (k' . +, hs ' / � �' f1 err .. qt,y 1 sf , , it ? L`t. • f! , ,{!r .. 'tit- c. h f ,. } r N ., !'. .� . k . ^ ,„ 3 ' +, 4 ` I . j ,✓ / rte t . ` '. 6 's -� 1? .:: r h Y ; „:c r ; ' a �`� ;' , r” " .' H'y'n � 'n?� �, b . ..I ■ ), , 1e_ ( f 4 . , ..2 .,. f y f•44 .�` • };i r ti ' ' t a �t } C t ) ,G, !! p $+ �h t1 r ft, .^ ' t i f f ! ,,.. 1 t X1 et a. 4 't 1 4 i i j.X,f., r s` st�'x7. s 'J S r 1 1 1 r r 1 t Y j .Z.d ». 1., f f t r .*,� r ' i Yt � E i s , 1 ?‘;"„kX 1 1 %1 ` '' . • : / . lt r �; A ti 4 L y +.a , t 1 d �+ `. ,., '-'"4....4 s ',rP "X44`^ . • 4 . i , 4 r( ✓t i .1 't, �,iL- 'hw-r,P " ,- F,a,., l* ti u ( {if ti Gtr" i�� `. /" f 1/ : F ` j .., „,,, `tf,,,,, : 1,04:>. (' . V\ ' us µ "' } . �` Q \ � t 31`""� ; f' ; p; � t �r , S ` kk ,,,,,fry- 4w s iti i i 19 f I, H t ax • :.u`,' ^co , . ' Ux� -,n' . . ",,, a "S .4:, -4.r ”' a}a +rii ,. , 4 u „ t d • • .« {a i `. 1 It • • .4 1994 Washin ' i State Nonresidential Enero Cod ,om•liance Form Eh u ally` o , :GNU - • 1994 Washington State Nonresidential Energy Cooe Compliance Forms April, 1994 Project Info Pr oject Address ' 7 1 r 116, -ft S1 p E - 1 - Date ( ,.2 �t 7 ILI KA I t WA 61-i j1"4 c - T 2 H 1p1 For Building Department Use - 1 P tt\2V2H i Applicant Name: 'UI P Le . /6 , 4 2.. 04 Applicant Address: 12.177 iH I - t-4r H p e2• Applicant Phone: (21200449 g441-1 'JA • ( Project Description I Et New Building ❑ Addition ❑ Alteration ❑ Change of Use ❑ Prescriptive a Component Performance ❑ ENVSTD ❑ Systems • Compliance Option (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ❑ Electric resistance 19 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 8 overhd) divided by Wall Area times 100 equals •,4 Glazing Gross Exterior Wall Area if they are insulated to J the level required for opaque walls. t y. �. - !/ �1 , ��; • x 100 = 1� T' ��( 1 %p Concrete /Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall 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/A If project qualifies for Concrete/Masonry Option, list walls All Other Roofs • 2 with HC z 9.0 Btufft=••F below (other walls must meet _. _ Opaque Wall requirements). Use descriptions and values Opaque Walls 11 from Table 20-5b in the Code. Below Grade Walls F4 /A • Wall Description • U- factor Floors Over Unconditioned Space N/A (including insulation R -value 8 position) Slabs -on -Grade 10 Radiant Floors H /•/\ Maximum U- factors • Opaque Doors 0. 0 Vertical Glazing 0,10 Overhead Glazing H /A Maximum SHGC (or SC) Vertical/Overhead Glazing I 1 Semi- heated space' Minimum Insulation R- values Roofs Over Semi - Healed Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: CITY OF RECEIVED JUL 0 5 1995 PERMIT CENTER . 1994 Washind iun State Nonresidential Ener• Cod om•liance Form , EnvelapelJA`Calculations. V innate Zone �'. NV -UA ' 1994 Washington State Nonresioenhal Energy Cooe Cornptiance Forms April. 1994 . Project Address ,• I J G 1 1( I h G - ET Date e 2 '7 -� Space Heat T pe !/ 1:1 Electric resistance 2 All other For Building Department Use Glazing Area as % gross exterior wall area 1 /1 • % Concrete/Masonry Option C3 Yes 0 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 8 page # U- factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U x A) U= ,(p Plan ID: EXTEHoI= a (A •+ 1` 4.f.` Io129.1(, D. 7 x 1" .0).', 1C »* U= Plan ID: • Glazing % Electric Resist, Other Heating -o Q , U= Plan ID: 0-15% 0.40 0.90 r 'N U= Plan ID: >15 -20% 0.40 1 or ir-4 > 0 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 Healing r i U= Plan ID: H i p 0-15% 0,80 1.45 > � U= Plan ID: >15 -20% 0.80 1.40 O U= Plan ID: >20 -30% riot allowed 1.30 U= Plan ID: >30 -40% not allowed 1.25 U= Plan ID: � (see Table 13-1 for Conc/Masonry values) d U = c),V)Plan ID: "✓ v;• ( x 7 Q. � - l O F ✓� 7":: 4, 6„ a. (OD X i - = a g U= Plan ID: Electric Resist. Other Heating O U= Plan ID: 0,60 0.601 R- ,Plan ID: izbaF G(;I l. Mc (7, 09j . 4200'. --, ,< 1 �.0 ►, 022(e t 4 (0l1,S I7S. (O 8 • 1' R =27.11 Plan ID: I G.(N( 1 d, d >< 1 / , >z r Electric Resist. Ot r Heating R= Plan ID: ' ' G., y, , I , - 0.031 1 0,0361 lu R= Plan ID: /,, O . R= Plan ID: I \ � /S ` Electric Resist. Other Heating R= Plan ID: 0.034 0.050 R =469 Plan ID: '-(FF-Idl•' f-i, f? . , (I e2 x 2-7o q -- X11 b 0, 14 x cp f{ o . 1 I . & R=e11 Plan ID: I F-17 (%1 -(G , 1 I x 41 _, ✓T, 1p a R= Plan ID: GG,, 3 R= Plan ID: (Ov4A✓f 77 3 ' (O Electric Resist. Other Heating a Q R= Plan ID: Ordinary 0.062 0.14 o R= Plan ID: Metal stud 0.11 Tall R= Plan ID: Conc(int) 0,19 0,19 R= Plan ID: Conc(oth) 0.25 0.25 IA RR= Plan ID: g 3 R= Plan ID: y t Electric Resist. Other Heating `1 � m R= Plan ID: 1 Ordinary 0.062 0,14 ro c9 R= Plan ID: Metal stud 0.11 0.14 d R= Plan ID: 8 . R= Plan ID: I / ~ Electric Resist. Other Heating `o R= Plan ID: � ! / 0.029 0,056 u LL R= Plan ID: tt tf R= O Plan ID. ' K T - 1 Off -1 Q, �j X - ,� � j. ' 1 ✓ . �li 6�kw�l ' . R= O Plan ID: I N - I D�. 0, 7 > X 3�, 1 r 61-1-4 . Electric Resist. Other Heating o, R= Plan ID: ' 1 F =0.54 • F =0,54 co R= Plan ID: .g.f. (see Table 131 for radiant floor va es) 'For CMU walls, indicate core insulation material. Totals f C � ' 5 7_1 ZQ ,11 Totals 1 P'1 ' 2i4 ? 1 • For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA, 1994 Washin• State Nonresidential Ener. Code r ‘om•liance Form Envetopa HGC Cal lations: CIimateZone :'ENV - 1994 Washmpton Stale Nonresroent al Energy Code Compliance Forms April, 1994 1 . Vertical Glazing Proposed SHGC T arget SHGC List components by assembly ID 8 page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A ; Plan ID: 1• x 1444 z '. = 1441. 1 x 1 '14Q1111111 1111 Plan ID: Glazing % Electric Resist. Other Healing o c Plan ID: 0-20% 1.00 . l 1.00 I_ > al al 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. p � " Totals 144 '4 1 4,1 Totals 1 4 4 14 4 14.4.4. 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 rn Plan ID: Plan ID: Glazing % Electric Resist. Other Heating O Plan ID: 0-20% 1.00 1 .00 ro G 9 Plan ID: >20 -30% not allowed 0.65 • E Plan ID: >30 -40% not allowed 0.45 1 0 ,Plan ID: _ (see Table 13-1 for Conc/Masonry values) *Note: Manufacturer's SC may be used in lieu of SHGC, • Totals' Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Tarjet ilrea eidjustment • .. ' - .: , 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: 000 '2: 00= 3: VG= , Note: OG = 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 X %I - l 100 I.I7: Target OG Area in Roofs over Attics Target OG Area In Other Roofs . 1: 2: For Target OG's, circle Max OG Remaining Target VG Area ar 9 IL lesser (circle) = B. and use o th h r e an I — c (' ) ( — II lesser (circle) I I values both here and 4 r. 7: 8: below. a ■ _ Proposed Opaque Area Proposed OG Area VI Target OG Areal/ Target Opaque Area Roofs over Attics 4: + 1: _ 10: = 13: • Other Roofs 5: + 2: — 11 = 14: Total Target OG Area (sum #10 4 #11),12: Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area I Walls) ) I +I3: I_19: I= 15: I Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9, 12,13,14 815 (shaded boxes) are used in the applicable Target UA calculations on the front. • Target values 9 812 are also used in the applicable Target SHGC calculations above. 1994 Washinot'n State Nonresidential finer. Code r'' om.liance Form L� 'aluimma.ry ; , x. M > r i ::, • U M 1994 Washington State Nonres,oential Energy Cope Compliance Forms April, 1PPI ' Project Info Project Address S. �, I 1 � �_�� 5 — � � .1 T Date ( q C� -r1,-11Z-VI I r ` /'A�N �/� For Building Department Use 7H CI -/ Applicant Name: C7tW H L / APGH 11E61 Applicant Address: I/42—lb IN7'Er ;.t„1-1 Ay �. Applicant Phone: 4 - C71 on n Pro' ect Descri • lion 5' New Building ❑ Addition ❑ Alteration Compliance Option El Prescriptive 12 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 tt Allowed x Area _Q-1 +11r1-1 p -rjFj OFF IGS-c, ETL. 1,2 " From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts di pj 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 4L.l FU.IOF CEHT - KZ b`7 , TISE 1 , p F'i�.GEI 2Y.1 Uu'- I H _ I 1 (#O O -e P. x - -(J f7.r7 0f O 10, - 11- FP.M 1 U(ll 11 9, Or 1 2 d Total Proposed Watts may not exceed Total Allowed Watts for Interior ' Total Proposed Watts 41 Q,p • Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in R 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 W/ft Outdoor Areas 0.2 W/ft2 Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/I1 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 Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts ,, . • • • • • = SKETCH OF ELEMENT p Note: Make copies of this form tot every building elemenT. • go 3'k flit. pt e lk l % vimgvH0L*v- [NI • Framing Ratio (if applicable) .t3 . r , • Material Thickness R /In R Value R value Inches Thickness Solid Cavity • P " Cam. • s/p '' 61'2 " tt••91'117. V(2. l.l)c b14 • • . r • . Summation R Values . 8.q . . U 1/R U Value for Element (Avg.) ir � , (( • Area of Element" Area of Element Is net area after openings such as doors, Avindows and sir/ights have • been subtracted. • • • t, fie( TVV SKETCH OF ELEMENT Note: Make copies of this form for every building element. _ I /i tlJ:09 t1 «tCiZ �Ltij. j l Iisu rrita I . • wl �s I 1-low iTcort • Framing Ratio (if applicable) _ .1; Material Thickness R /In R Value R value Inches Thickness Solid Cavity • I►asln� k (" I or .$ CP • Ir�. • U t2 1Up r 1 ' 3'12 '110. .'�7�✓ III , - - . t2 ats • • • , Summation R Values • • U Value for Element (Avg.) C 0 • Area of Element* _ " Area of Element is net area after openings such as doors, windows and skylights have been subtracted. CoM e /c-p U I-tG- 2' R = It./ 92.e%(v U - a:0 . T+ c . . • ' . 4 • SKETCH OF ELEMENT Note: Mahe copies of this form for every building element. • f 12' I a*i a • f , Framing Ratio (if applicable) Material Thickness R /In R Value R value • Inches Thickness Solid Cavity 1/45APS b ua.i tt1 .l Itpu rtio►J to q 1Neptti kiri _ .01 • . Surnmation R Values • 22 U = 1/R D,0 • U Value for Element (Avg.) = Q Or Area of Element" _ " Area of Element Is net Well after openings such as doors, windows and skylights have been subtracted. Etement•,t 1itI#4G} 2- • SKETCH OF ELEMENT 14o1e: Make copies o1 this form for every building elemt+nl. 1(CiS 1 , few • k fir. Framing Ratio ( it applicable) • Material Thickness R /In I rl1 Value R value Inches Thickness Solid Cevitt R5:1 PA 6 4 0 AO IN S ik 1 1' ?. IRrAc At o, . Summation R Values • • 14. IJ • U t 1/R 041271 • • U Va.'ue for Element (A.vg.) _ Q. 011 Area of Element• " Pea of Element Is net avea atler openings such as doors, windows and•skyiights have been subtracted. • TI? 6SNaN-i' t y' 1 T STRUCTURAL CALCULATIONS FOR THE TRADESHOW CONVENTION SERVICES INC MEZZANINE GATEWAY BUILDING #7 EAST MARGINAL WAY SOUTH TUKWILA, WA. STRUCTURAL ENGINEER: RICHARD HUDSON & ASSOCIATES 1605 12TH AVENUE SUITE 18 SEATTLE, WA. 98122 (206- 324 -6160 • C 00 RP� ‘ 0 ' vED ", at. 4 tAl 2 3 199 INO BOOIN pyV1S‘41\‘ . REO TONAL TUKWILA GIN OF TUKWIIA EXPRES 6/12/97 JUL 0 51995 PERMIT CENTER ( G E N E R A L NOTE/ 1.ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM BUILDING CODE (1991 EDITION). 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR THE BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 5. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 7. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 8. SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, AND WOOD JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 9.ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER OF RECORD, THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REVIEW BY ENGINEER. COD): UNIFORM BUILDING CODE, 1991 LIVE LOADS: MEZZANINE 50 PS F WIND...80 MPH, EXPOSURE B PARTITION 20 PS F SEISMIC ZONE 3 EXIT 100 PS F FOUNDATIONS: FOUNDATION DESIGN( 'al REPORT 1199 -02 -01 BY OENGINEERS INC. SOIL BEARING = 2500 PS PER REPORT. ALL S1� - E PREPARATION AND FOUNDATION CONSTRUCTION PER THIS REPORT. REPRESENTATIVE FROM GEOENGINEERS INC. TO INSPECT ALL FOOTING EXCAVATIONS PRIOR TO POURING CONCRETE. FILLS TO BE COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D -1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. CONCRETE: f'c = 2500 psi FOR FOOTINGS f'c = 3000 psi FOR SLABS ON GRADE f'c = 4000 psi FOR WALLS MAX. SLUMP = 3" PLUS OR MINUS 1" MINIMUM 5 SACKS CEMENT PER CU. YARD MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 EXCEPT AS NOTED FOR WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 psi). OTHER REINFORCING SHALL BE GRADE 60 (fy= 60,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 48 BAR DIAMETERS IN MASONRY, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. WIRE MESH SHALL CONFORM TO ASTM A -82 OR A -185. COVER TO REINFORCEMENT TO BE: FOOTINGS 3 INCHES FORMED SURFACES -- WEATHER FACE 1 1/2 INCHES INTERIOR FACE 3/4 INCHES EARTH FACE 2 INCHES WELDED REBAR: WELDED REBAR TO BE ASTM A706, fy = 60,000 PSI. USE FRESH E90 LOW HYDROGEN ELECTRODES TO WELD REINFORCING; CONFORM TO PROCEDURES OF AWS D1 -4, CURRENT EDITION, STRUCTURAL WELDING COD - REINFORCING STEEL. ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS. STRUCTURAL STEEL: TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (fy = 46,000 psi). ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A -36 (fy = 36, 000 psi). WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS. USE FRESH E70 ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH ,:; •, �,� •k CATION ANQ CODE OF STANDARD, CURRENT EDITION. MACHINE BOLTS TO BE ASTM A -325 (HIGH STRENGTH). WELDED HEADED STUDS SHALL CONFORM TO AWS D1.1. STEEL STUDS, JOISTS, TRACKS, AND DIAGONAL STRAPS: 18 AND 20 GAUGE SHP ' BE FORMED FROM MATERIAL C� "TFORMING TO ASTM A- 446, GRADE A, GALVA,.J.ZED, Fy =33, 000psi . 12,14 .,,,_,1 16 GAUGE SHALL BE FORMED FROM MATERIAL CONFORMING TO ASTM A -570, PAINTED, GRADE 50, Fy= 50,000psi; OR ASTM A -446, GRADE D, GALVANIZED, Fy= 50,000 PSI. ALL BEARING WALL STUDS TO FIT TIGHTLY AGAINST TOP AND BOTTOM TRACKS WITHOUT GAPS. FRAMING LUMBER: 2 X BLOCKING D F #2 fb = 1250 psi 2 X DRAG STRUTS D F #2 fb = 1250 psi 2 X, & 3 X PLATES D F #2 fb = 1250 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. TJLX OPEN WEB JOISTS: MANUFACTURED BY THE TRUS JOIST MACMILLAN CORP. IN ACCORDANCE WITH (NES) REPORT NO. NER -148. 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 = 195 psi). GLU -LAMS MUST BE OBTAINED FROM AN p,,ITC OR APA -EWS APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. PLYWOOD AND OSB: FLOOR SHEATHING 3/4" T & G UNDERLAYMENT GRADE W/ EXTERIOR 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. JNSpECTIONS: 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) CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO POURING. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. TAKE 3 CYLINDERS FOR EACH TEST. TEST CYLINDERS AT 7 AND 28 DAYS. HOLD 3RD CYLINDER FOR FURTHER TESTING, IF REQUIRED. • HIGH STRENGTH BOLTS - INSPECT THE INSTALLATION OF ALf BOLTEll CONNECTIONS PER A( SPECIFICATION FOR STRU(`.TURAL 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. SPECIAL CONDITIONS: CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. • • IE t 7- &417...frk/ A t Aior-ra — RICHARD HUDSON & Af"ROCIATES, INC. JOB L 1 0 i CONSULTING EN46-.4EERS SHEET NO. T. ( : i OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY "T'Sil-L- DATE SEATTLE, WASHINGTON 98122 206-324-6160 - F - 74:rri it) % .64tV 0 ei- . .......—ee--- - , - vc co F. L 4-1- 9 4 ..... . . ._ - - --- - / 4 7 _ .....j. =--. ( o ) f z r ____ _ .. . .._---- • ___ . . ... _.. . .. . . ......._____ ._._ ........ _. ._ .. (*vs ) r ,. 0. __ 2 ...... . . ... ._ ._ . .... . .... . 2 i . c1-6 fl-t- ulc 0 . _.. _ ... a t< s t r„ FT& - ...__ • .. _. _ ... ____ . . _ _ ..__. . . i :gil' :. Pc.c, r .1 MC: Z. . P T- iae '0 . . P us- r Lot-io ; _pi..c I 4 `,...._. ....._ _ ._ ._ ._ . .. .._.___. _ _Lc. .... z.8.vt: . _•.___ .. _ . .. _ .._ . A . .4a-4 c ) (2, Ze_ r s l. (. .2=0 Psr "e' ./CP 3 .e 2 . 4 . r 0 ° . _ LL z (1 r ) (:e47. %. ) ( .5C) ras fr ,) (3 7 8 0 * . . , .......—_, i -t.., --.... . . . 1 , f . . ..; Fre, 1. eztr'• .• . _ . . ..........1.—........... 04 1_LLY -t Ma az- • 1 ?„ r-. r 7.. Ile. . kste)z.7— , 7R Ltorid f "IL I , . _ , ....dLr-- v--- _ . .15 s piii , 0 . . .. d..1(.._ 14.= 0" , 7 i .." 2„,C1- ..• -,- - C3 -- -.) ...----- ...--- . . . . . . _ . '13 , - bc...:-. ( Z. e 6 (z.7'..S' ) ( Zt; -+ I r r. . 1 9 z. 5 cl t i _ ._ ..._ _ . ... . . _ LL r- ( 2 s ( ? . s ) ( su es r --- 7) . . z.._ ) _ .. ........ . , , - - . . • • _ roe . .r ._. ' (3 c. c, . _ G :._ ..•_ G K r r t: .:_.._ RICH =SON SON & A890CIAms, INC. S HEET NO, T. F 7 ' OF 1 CONSULTING ENGC .ERS z 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE 6/ z.. / 5r SEATTLE, WASHINGTON 98122 , 206 -324 -6160 j--cry ter ►J r' s / €L »41:7'z2„ . c14-1/0 B 3 . o '(L0 )(2w' (,s izv )_ ... (f tos.,.= (so )( c SZ) c Z Vtiuv . . 1f 3 , . • • • ■ , • _... F k,t: }t, • Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Sc e: • Seattle WA 98122 �,_ Jo 206 - 324 -6160 Designer: Fax 324 -6248 Misc: Date: 06/23/95 Page: SQUARE FOOTING DESIGN GATEWAY BUILDING 7 "TRADESHOW" D/4 C/4 B/4 B/3 LOADING DATA -- 1 2 3 4 Dead Load k: 14.70 24.35 32.00 14.00 Live Load k: 28.22 41.98 52.00 20.00 Short Tern Load k: 0.00 0.00 . 0.00 0.00 Seisnic Zone : 0 0 0 0 Overburden Weight psf: 75.0 75.0 75.0 75,0 Conbining Live & Short Tern Loads ? No No No Ho FOOTING DATA Size (Length & Width) ft: 5.00 7.00 7.00 4.00. Thickness in: 12.00 16.00 16.00 12.00 5 6 6 4 Rebar B Size Nunber i s 5 8 8 5 Colunn Dinension in: 12.0 12.0 12.0 7.0 f'c psi: 3000 3000 3000 3000 Fy psi: 40000 40000 40000 40000 Cover over rebar in: 3.0 3;0 3.0 3.0 Concrete weight pcf: 145.0 145.0 145.0 145.0 SOIL DATA Basic Allow Soil Brg Press. psf: 2500 2500 2500 2500 Short Tern Duration Factor : 1.33 1.33 1.33 1.33 Ftg, Depth Below Soil ft: 0.00 0.00 0.00 0.00 CALCULATED FORCES Maxinun Static Soil Pressure psf: 1936.8 1622.0 1982.6 2345.0 Allow Static Soil Pressure psf: 2500.0 2500.0 2500.0 2500.0 Max, Short Tern Soil Pressure psf: 808.0 765.3 921.4 1095.0 Allow Short Tern Soil Pressure psf: 3325.0 3325.0 3325,0 3325.0 1-Way: Allowable Shear psi: 109.5 109.5 109.5 109.5 Vu/Phi psi: 43.9 38.8 47.5 40.6 2 -Way: Allowable Shear psi: 219.1 219.1 219.1 219.1 Vu /Phi psi: 110.0 108.8 133.2 112.8 Mn k -ft: 8.8 27.2 27.2 8,8 Mu /Phi REIN k -ft: 6.8 12.6 15.5 5.9 FORCING Actual Bar Depth in: 8.69 12.50 12.50 8.69 Min. Allow %% Reinforcing : 0.0014 0.0014 0.0000 0.0000 200 /Fy : 0.0050 0.0050 0.0050 0.0050 Req'd Per Analysis : 0.0021 0.0018 0.0023 0.0018 USE % %: 0.0027 0.0025 0,0030 0.0024 Rebar Area Req'd in' /ft: 0.28 0.37 0.45 0.25 Total Area Req'd in: 1.42 2.58 3,17 0.99 REBAR CHOICES Quantity of: #4 Bars : 8 14 17 6 5 Bars 6 9 11 4 9 Pars . (7 Bars • : 3 5 6 8 Bars : 3 4 5 2 9 Bars • 2 4 4 2 #10 Bars : 2 3 3 2 V4.4A.3 (c) 1983 -94 ENERCALC Richard Hudson and. Associates, KW060134r n -,! SHARD HUDSON & AaS CIA�'ES, INC. � oe :..., C . A��� L h1AY .._ .. or...-71.i CONSULTING ENGI LERS SHEET NO ., OF _ f 1605 12TH AVENUE • SUITE 18 CALCULATED BY ILL DATE 3/1 L/9 -r ` SEATTLE, WASHINGTON 98122 206. 324 -6160 ZZ/�Utrtt% - - -" 12 matt c .... . _.._ . UN (PM Lityfricov 7 :. ... ..... ...._. ..z .' 3. . .......__L........... ... .... . ...._...... . ....1: ---'- .1:. ... • t ry Z - .. _ ._ . ...... ..... . 2: . iS 1 L' _ �: t9 s F- u 5 c t 5"PA r m . . r .. E 9 SO 1 . ' gin .. 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I • s 9 rhf ;) r ... 3 5 3 /`' (ri?om oiazz : _ _ .RLL..= 3 -13 G (- �1./ ... 19<B,S'1G.... _ ......_.. _ _.... _ - _ .. r • CAJOL ......... /, _ . " :4 .rivi1r, I` t. S. /l_c. ._....- ... - Z.4 • T *% r.ci -S ' _ W . 4 c = () !` ... J C 2 -5.) = 3 3 7.. U . rt. 1- ► , . _ _ -. _. J 1 itt., T \t pc, .(• 33Y .Cl2• L s) - 40 4 -' 1 `'' : V i L, 1 I /-c gL x .'14 13io-G14'NC Um 1..c ow, Nl rr " I . RICHARD HUDSON & qcOCIA.TES, INC. JOB (.. 7-)7 ci.../ 4 — T; C.- .:(,. , ■ CONSULTING ENd.. SHEET NO. tEERS OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY ift t- ( DATE 4/47/he SEATTLE, WASHINGTON 98122 • 206.324.6160 • file #11 r C,... C... id ef t *(,./ 4(4,- ro CM a #4-4. AA/ c cew 1 -0 itli0 1 fr i i a . ____ . . . M 1 i S . 5" ) -- 4 -13 44— (G. .7 ) :-- 0 . _....... . M 7---- /Po. se .."° P c_ ..... 5 . / 3 •14 */.4,./ , INC.C.4.0e= / wt kv.s Lo! :..fe,--- L C t . . . _ .... . . . . It. OL..g ii.. 9 .4 lc+ y /34-• 0. '5-7t; LL 7- ZS ' I - t . . . 3rots . • __. • _ . . • , . _. . . Focrn 4 Ci • ../c. . /"; 4 . _Z re/ . fr ex, ¢ )-... /c.. . ... _ . fit az.Z. lacve A . , _ • . Ot.. 7 % / 4 , ÷ .//c. r .14 3 _ ....._...... _____ ___ ri...-: 44.-01*3 13 .. — 7420 zas . . . . . , - . • . - . , ...... , , ! . • . • . . . . . . _ , — — -- . • . 1 1 ... . STEEL COLUMN DESIGN • DESCRIPTION » gateway bldg 7 TRA4e - S ►"!0'^1 WIEF Z . » COLUMN DATA DESIGN DATA AISC SECTION »TS6x6x1 /4 Fy = 46 ksi TOTAL COLUMN HT. = 25.5 ft LOAD DURATION FACTOR = 1 COMBINE LL & ST ? N y/n SUPPORT FIXITY » 1 « 1 =Pin /Pin, 2= Fix /Fix, 3= Pin /Fix SIDESWAY 1:Restrained, 0:Free 4= Fix /Pin, 5= Fix /Free X -X AXIS = 1 (Bottom /Top) Y -Y AXIS = 1 UNBRACED LENGTHS: EFFECTIVE LENGTH FACTORS: X -X AXIS = 13.5 ft X -X AXIS = 1 Y -Y AXIS = 13.5 ft Y -Y AXIS = 1 APPLIED LOADS AXIAL DEAD LOAD = 25.78 kips ECC. for X -X MOMENTS = 0 in " LIVE LOAD = 35.015 kips " " Y - Y " = 0 in " SHORT TERM = 0 kips Dead Live Short SLoc ELoc X -X AXIS MOMENTS: TOP = 0 0 0 k -ft BOTTOM = .0 0 0 k -ft BTWN ENDS = 0 0 0 0 ft Y -Y AXIS MOMENTS: TOP = 0 0 0 k -ft BOTTOM = 0 0 0 k -ft BTWN ENDS = 4.1775 4.1775 0 12 ft >; POINT LOADS: (k) X -X = 0 0 0 0 ft Y -Y = 0 0 0 O ft UNIFORM: (k /ft) X -X = 0 0 0 0 0 ft Y -Y = 0 0 0 0 0 ft SUMMARY USE : TS6X6X1 /4, Max Stress Ratio = 0.81 Load Comb...» Dead Live D +L DL +ST Formula 1.6 - la = 0.334 0.424 0.815 0.334 OK Formula 1.6 - lb = 0.253 0.313 0.566 0.253 OK Formula 1.6 - 2 = 0.000 0.000 0.000 0.000 OK Actual & Allowable Stresses... Fa : Allowable - 19.81 19.81 19.81 19.81 ksi fa : Actual = 4.61 6.26 10.88 4.61 ksi Fb:xx : Allowable = 30.36 30.36 30.36 30.36 ksi fb:xx Actual = 0.00 0.00 0.00 0.00 ksi Fb:yy : Allowable = 30.36 30.36 30.36 30.36 ksi fb:yy Actual = 2.61 2.61 5.23 2.61 ksi Max X -X Axis Deflection = 0.000 in @ 0.00 ft from base Max Y -Y Axis Deflection = 0.134 in @ 17.00 ft from base STEEL SECTION DATA DEPTH = 6.00 in I -xx = 30.3 inA4 WIDTH = 6.000 in S -xx = 10.099 in ^3 FLANGE THICKNESS = 0.250 in R -xx = 2.328 in WEB THICKNESS = 0.250 in I -yy = 30.30 in'4 AREA = 5.59 in ^2 S -yy = 10.10 in ^3 WEIGHT = 18.98 # /ft R -yy = 2.328 in r -T = 0.000 INTERMEDIATE STRESS CALCULATION VALUES F'ex (DL +LL) = 30842. psi F'ex (DL +LL +ST) = 30842. psi :a .....:.......:........ , w Ka �.N.,.,.:.v F..v. 1" (WV °--; 4: -' - - . Y r ` � /T, -..y -- .,. T. C 4 ..._. . F'ey (DL +LL) = 3(2. psi F'ey (DL +LL+ ) = 30842. psi Cm:x (DL +LL) = 0.60 Cm:x (DL +LL +7) = 0.60 Cm:y (DL +LL) = 1.00 Cm:y (DL +LL +ST) = 1.00 , Cb:x (DL +LL) = 1.75 Cb:x (DL +LL +ST) = 1.75 Cb:y (DL +LL) = 1.00 Cb:y (DL +LL +ST) = 1.00 NOTES FROM X -X AXIS ALLOWABLE STRESS DETERMINATION Fa calc'd per 1.5 -1, K *L /r < Cc NOTES FROM Y -Y AXIS ALLOWABLE STRESS DETERMINATION Fa calc'd per 1.5 -1, K *L /r < Cc t ' 5 iN [ ?? .ti.a .J:; ;.'t, \1.kto{� r, sfrx,.: „v'IY, .•kv. iC.. 2 •cf4!: r' r 7;, . '±ti''° ' ?' r Vi . RV11 ,• .., ... ... ......: .. .. .... ,.- , ..,• - ;.:,.,. ..:. a s ,::.. ,. , .., ., ,..,<,..., .. ...,. -. ; ... ... ,. ..., , ..._...... ... .., .. ,.,,. „., ...,.,.. e .. . . ,„ � t"�� k • david kehle - /N E Alikk � CITY E WILA September 18, 1995 SEP 1 8 1995 PERMIT CENTER City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 ATTN: Mr. Ken Nelson RE: Tradeshow TI B95 -0227 Dear Ken, In a follow -up to our phone conversation of 9/14/95, I have researched the '94 UBC and per Section 1009.1, the two stairways that serve the second floor need not be enclosed, nor rated (including the doors) and therefore, I would like you to note on the approved plans the following: 1. Stairs 0 -4, and stair 0 -19, and the walls surrounding these stairs need not be 1 hour; 2. Storage 0 -5 (under stair 0 -4) still will be 1 -hour; 3. Doors 12,14,16,30,41 and 50 need not be 1 hour, door 15 still will be 1 hour. Thank you for your help on this project. S. erel IL • David Kehle DK /ck vE Enclosure: UBC '94 - Section 1009 P 19 cc: Glenn Bell t 4,4 Bob Hart `S\vr' (206)433 -8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON 98168 v �i Lt. " da kehie August 1, 1995 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 ATTN: Mr. Ken Nelson RE: Tradeshow Tenant Improvement Plan Check #1395 -0227 Dear Ken, Thank you for your review of the Tradeshow T.I. and your letter of July 20, 1995. The following responds to your letter: 1. The 1994 UBC is being noted on Sheet SD -1. 2. Interior glazing adjacent to doors (keyed TA -5) have been noted on A and C window schedule. 3. We have deleted the plywood and railing above the shop area. The joists are for supporting the gyp. bd. ceiling. This deletes any additional requirements. 4. There is a door ( #1) between grids 7 and 8 and grid A which allows egress sufficient for the 200' rule. 5. Sheets S -6 and S -7 were intended as revisions to the shell permit B95 -0115. 6. The structural has looked at the '94 UBC and has incorporated any changes required. 7. Mezzanine is deleted per Item 3. 8. Footing widths have been noted on S -1. 9. North arrow was changed on S -1. 10. TA -1 energy notes have been modified. 11. A lighting legend has been added to TA -4 with lighting budget calcs. (206)433 -8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON 98168 3 ".+R: +: _ :} ± ?..: z :t:,"ERc7.3 4- 33lh?F43'00nSJx,1'43,3"tW kZPI'Mr X59'3sY :,110 4- 0. MPAINI?x!1R'44 1 0VV4• A. sYNria , We+;�Sx'rrrtnv.+mrvi.+uvwwe+u ruanrnnaxuuawr+oti cr w.. .w..+.•..w....,,,;.........,»,. »......d...,.ww.,..w.,++. ....,.wr + August 1, 1995 RE: Tradeshow - T.I. Page 2 • 12. The ceilings do have insulation and "tent ".protection of lighting is being provided (see detail TA -4) (State Code Interpretation No. 94 -69). Also, relative to your "special note ", I am sorry for having to install these footings under the shell permit but with tilt -up construction, the slab was critical. The footings did have independent inspection and was poured at our risk should my engineer have made a mistake. I know the engineering was correct and the area was needed for panels. Sorry. Another field change occurred relative to the vapor barrier noted on shell drawings A -1. The vapor barrier is placed only under the office area grids 1 thru 4 and in the future office area 12 to 14, A to D. The barrier was removed between grid 4 and 12.. Please note this on field plans. If you have any questions, please call or fax. Si e -ly, alto; David Kehle DK /ck Enclosure: SD -1, TA -1, TA -3, TA -4, TA -5, S1 cc: Bob Hart w /encl. • . },. way, ramp or escalator serving only one adjacent floor. Any two such interconnected floors shall not be open vertical in 15 units horizontal (6.7% to other floors. For enclosure of escalators serving Groups B, F, M and S Occupancies, see Sections 304.6, ne intermediate landing shall be pro 306.6, 309.6 and 311.6. } mediate landings shall have a dimen 2. Stairs in Group R, Division 3 Occupancies and stairs within individual dwelling units in Group R, Divi- ;t (1524 mm). Landings at the bottom sion I Occupancies need not be enclosed. • L of not less than 6 feet (1829 mm). 3. Stairs in open parking garages, as defined in Section 311.9, need not be enclosed. sion of the landing to less than 42 in- 1009.2 Enclosure Construction. Enclosure walls shall not be of less than two -hour fire - resistive more than 3 inches (89 mm) when construction in buildings four or more stories in height or of Types I and 11 fire- resistive construe- ' lion and shall not be of less than one -hour fire - resistive construction elsewhere. and a door swings over a landing, the EXCEPTION: In sprinkler - protected parking garages restricted to the storage of private or pleasure -type atch edge of the door, measured paral mot g v e hi c l e 3,9 stairway enclosures may be enclosed with glazing meeting the requirements of Sections 713.7, trallel to the direction of travel through 1009.3 Openings into Enclosures. Openings into exit enclosures other than permitted exterior openings shall be limited to those necessary for exiting from a normally occupied space into the it vertical in 15 units horizontal (6. b enclosure and exiting from the enclosure. Other penetrations into and opening through the exit en- that intermediate handrails shall not be closure are prohibited except for ductwork and equipment necessary for independent stair pressor - .erving fixed seating. ization, sprinkler piping, standpipes and electrical conduit serving the stairway and terminating in a uirecl for stairways. listed box not exceeding 16 square inches (10 323 mm in area. Penetrations and communicating :1 or shall be of slip resistant materials. openings between adjacent exit enclosures are not permitted regardless of whether the opening is protected. 11 have guardrails as required by Section All exit doors in an exit enclosure shall be protected by a fire assembly having a fire- protection rating of not less than one hour where one -hour enclosure construction is permitted in Section once of not less than 7 feet (2134 mm)' 100 9.2 and one and one -half hours where two -hour enclosure construction is required by Section 1009.2, Doors shall be maintained self- closing or shall be automatic closing by actuation of a shed floor surface of the ramp and land smoke detector as provided for in Section 713.2. The maximum transmitted temperature end point shall not exceed 450 °F, (232 °C.) above ambient at the end of 30 minutes of the fire exposure speci- fled in U.B.C. Standard 7 -2. ' 1009.4 Extent of Enclosure. Stairway and ramp enclosures shall include landings and parts of ty be considered as a required exit when ,,,., connecting stairway flights and shall also include a corridor or exit passageway on the ground exit shall not serve as the only ei(it from a ; x; ? r' 1 -185 q City ukwila s Q y a FIRE DEPARTMENT • 444 Andover Park East �p Tukwila, Washington 98188 -7661 (206) 575 -4404 • y9p . John W. Rants, Mayor August 16, 1995 Fire Department Review Control #B95 -0227 (512) Re: Trade Show - 11621 East Marginal Way South 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 fire extinguisher coverage throughout. 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) �� "A 4 s o City Tukwila FIRE DEPARTMENT 444 Andover Park East 2 Tukwila, Washington 98188 -7661 (206) 575 -4404 7905 , John W. Rants, Mayor Page number 2 Combustible material shall not be stored in exits or exit enclosures. (UFC 11.303(b)2) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. 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) 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. + t;. ..: ,. :, , r-::7i;ii. t:t',: w 'fr','r:':' ^`•:... « ..3 .x'^:•', ': %: " 4 : 7-a ;n.n:t^r1.3::•rs'oH1ry tt1744 R+'. tr+ n,• ,1 • 44 f' n4r , :? ns. yro.„' e` 5+'« n:.•. o,<. n:, tst. >tc:iv:, < AI r ++ ter. ae. ..tiv.ww un H<rrnwA rM ix•!. � �v+11Lq � qs City ~ Tukwila v 64 y FIRE DEPARTMENT I l lb ! r ill. i 444 Andover Park East a y p Tukwila, h575- 440488 -7661 . 1908 John W. Rants, Mayor Page number 3 Yours truly, ;'''; • 1 The Tukwila Fire Pr ention Bureau cc: T.F.D. file ncd • • • • „ . . A' *. C. // CITY or TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, VA 98188 (2D6) 433-1851 **REVISION SUBMITTAL** • DATE PROJECT NAME 1 0 1 -0 { -eSkl-FlA ) ADDRESS1 L ) celA.Sf rr' bulc•IJri CL-l. RM. ,17 . CONTACT PERSON Db 61. k1 h Le. PHONE 4 g;14 ARCHITECT OR ENGINEER—JIL/1.._L1112_,.11/1JbILELL___ PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 1!7' 0?)y1 TYPE OF REVISION: kr op 1\hr,(Sulls reciok SHEET NUMBER(S) ofpc1,1rq. 311 si s/k • "Timid" or highlight all are of revisions and date revisions. • RECEIVED SUBMITTED TO: 160 Kaam. CITY OF TUKWILA PERMIT CENTER 1.064rx as- (3' `' C co! !:;1 w t david kehie August 1, 1995 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 ATTN: Mr. Ken Nelson RE: Tradeshow Tenant Improvement Plan Check #B95 -0227 Dear Ken, Thank you for your review of the Tradeshow T.I. and your letter of July 20, 1995. The following responds to your letter: 1. The 1994 UBC is being noted on Sheet SD -1. 2. Interior glazing adjacent to doors (keyed TA -5) have been noted on A and C window schedule. 3. We have deleted the plywood and railing above the shop area. The joists are for supporting the gyp. bd. ceiling. This deletes any additional requirements. 4. There is a door ( #1) between grids 7 and 8 and grid A which allows egress sufficient for the 200' rule. 5. Sheets S -6 and S -7 were intended as revisions to the shell permit B95 -0115. 6. The structural has looked at the '94 UBC and has incorporated any changes required. 7. Mezzanine is deleted per Item 3. 8. Footing widths have been noted on S -1. 9. North arrow was changed on S -1. 10. TA-1 energy notes have been modified. 11. A lighting legend has been added to TA -4 with lighting budget calcs. (206)433 -8997 ❑ 12878 INTERURBAN AVENUE SOUTH ❑ SEATTLE, WASHINGTON 98168 ;; n4 1 „"sti .:N;r., °ev;: 77- r?t�:}'Re r i).. J,' ff u' Ytcezl:' d"< ES ;rS1iSr: ..rFF+ca'^cs,sutmer, Xn vzt rim+* r..^ z.. wuw? wl;. t7MX' d! w'^r sa•. xm+. nw +orrn.n....»...:.-- .....,. r.._....:. ,_......... August 1, 1995 RE: Tradeshow - T.T. Page 2 12. The ceilings do have insulation and "tent” protection of lighting is being provided (see detail TA -4) (State Code Interpretation No. 94 -69). Also, relative to your "special note ", I am sorry for having to install these footings under the shell permit but with tilt -up construction, the slab was critical. The footings did have independent inspection and was poured at our risk should my engineer have made a mistake. I know the engineering was correct and the area was needed for panels. Sorry. Another field change occurred relative to the vapor barrier noted on shell drawings A -1. The vapor barrier is placed only under the office area grids 1 thru 4 and in the future office area 12 to 14, A to D. The barrier was removed between grid 4 and 12. Please note this on field plans. If you have any questions, please call or fax. Si e -ly, Wi ll David Kehle DK /ck Enclosure: SD -1, TA -1, TA -3, TA -4, TA -5, S1 cc: Bob Hart w /encl. • " w1LA, 1/;;.4'1‘ ` • „ 1 i City of Tukwila John W. Rants, Mayor < Obi � — '�;�'�' °•. Department of Community Development Steve Lancaster, Director 1908 July 20, 1995 David Kehle David Kehle Architect 12878 Interurban Av. S. Seattle, WA 98168 RE: Tradeshow tenant improvement Plan check number B95 -0227 Dear Mr. Kehle, After an initial review of the subject project it has been determined that additional information and /or corrections must be submitted to complete the plan review. Please address the following comments. 1. Revise the building code reference on the title sheet to the 1994 U.B.C. edition. 2. Interior glazing adjacent to office doors throughout the first and second floors are keyed as not having safety glazing. Correct the key notes to match the appropriate window schedule safety glazing on sheet TA -5. 3. The second floor office mezzanine and the storage mezzanine level cannot be considered separate floor areas by the use of a demising wall for the purpose of exempting vertical access in U.B.C. amendment Section 1103.2.2. Review the enclosed code interpretation and provide vertical access or an alternate design. Additionally provide appropriate egress access to the storage mezzanine. 4. The travel distance from south portions of the warehouse is greater than 200 feet to all exit doors conforming with U.B.C. section 3304, an addition exit must be provided. 5. On July 12, 1995 structural sheet S -6 and S -7 detailing concrete panels were submitted as revisions. No explanation is given regarding the relevance of these sheets to this tenant improvement permit application. Are sheets S -6 and S -7 meant as a revision for the building shell permit #B95 -0115 ? 6. All engineering for the mezzanine must be recalculated and designed to meet the 1994 U.B.C. structural design provisions. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 B95 -0227 Page 2 of 2 7. The structural design live load for the mezzanine is noted on Sheet S -1 as 50 pounds. The 50 pound live load is adequate for the office floor areas. However, the proposed mezzanine storage area must be designed to a minimum 125 pounds for light storage per U.B.C. table 16 -A. Revise all applicable footings, joist to wall ledger support, joist framing, etc. 8. The keyed mezzanine footing sizes Q -2 and R -2 are not referenced in the footing schedule on sheet S -1 or as noted on the overall building plan of permit #B95- 0115. Provide the revised footing schedule with any size revision resulting from increase floor loads for storage noted in item #7 above. Special note: To complicate the above subject footing inspection and related requirements, it has come to the attention of this department that these footings have already been installed. This installation was done without the Tukwila Building Division's prior review or approval. Please include a narrative explanation and a proposal to resolve this matter. 9. The direction of north shown on the structural plans is incorrect. 10. On sheet TA -1 under Energy Code Information, the references stating, "Lighting will be submitted under a tenant improvement", must be removed. 11. In addition to the submitted light budget, attach to the plans a keyed lighting fixture schedule reflective of the lighting budget and a plan layout for reference during field inspection per W.S.E.C. Section's 1141.2 and 1142.2. 12. The reflective ceilings are shown to have insulation supported by them. How will this be accomplished in conformance to W.S.E.C. Section 1311.2 ? To confirm you have received these comments contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions 8 :30am to 5:00pm at 431 -3670. Sincerely, ...AA., Ken Nelsen Plans Examiner ' • t ,,,,-- • .s ;,, II Are <kt° :;j'i'�'�i.�gtnY�;, wyp.y K Y; i }; ".:m,�� : .• .::'[i:� i^.N r o^+v .. #� .:,,u„ > .�. ,.t .. 4.. .t ,,, . ti rfi . J„� , . c; : .. ,.� .'#•�5 .F.. � .t r ,?�Gk+ AMsayilzVtFT "tr,�'rx'�g�WMt"*:: CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 08/14/95 Activity document routing maintenance. BUILDING PERMIT Permit No: B95 -0227 Tenant: TRADESHOW Status: PENDING Address: 11621 EAST MARGINAL WY S Route: 1 Current Route Line: 4 of 8 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa .a aaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 E BLDG KEN Assigned 07/08/95 07/20/95 .. /.. /.. Priority (0 /low..9 /high): 0 Regular hours (HH.MM): Overtime Hours(HH.MM): Comments 1[LETTER SENT 7/20/95 ] 2( 3(exits ...... OK ] 4[occ. load .. 126 total 5[ 6 [ 7(Fire please review and comment. By KEN ] 8( ] 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. . : 04/1//:Jo .1.4:4U L.A.. ...voitotILU Zslan k..UnrUAA110A _ C- . . • ••••= 4 i ', ,1,,10 . - • • . 1 LI , .. 4'L ... • REG ISTRATIONS AND LICENSES ,., .„I ....,._.•• ii STATE OF WASHINGTON UNIFIED BUSINESS ID #: 601 292 201 BUSINESS ID #: 001 EXPIRES : 12-31-1995 ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION 3 SGA CORPORATION 6414 204TH ST SW STE 200 LYNNWOOD WA 98038 . 1 • i • . DOMESTIC PROFIT CORPORATION 1 • RENEWED BY'AUTHORITY OF SECRETARY OF STATE ! 1 g • , 3 i .A . , . . 1 i 1 . )1 3: . 1 . , . . 4 11 1 1 1 , 1 i t : Tho above gatx a u: im bue a n g er: po rtgs s t/a r I listed / I. ... 7 .., . , Mb.. • ■*s _ ). 0000717 ZED • .. .. — .4„.64..,4=.4'..4 • 1 I DEPARTMENT OF LABOR AND INDUSTRIES ,i. THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ip . , 1 ...., .,..t.„. :. • • •,„ ...... , „,•:•,...., , ....,,.,..i.,. , • .;:„..1...,...*:.:,:;••!-6..,. . ....1 1 r . :::'."3*!:' t ley:.' a't iV.A.,v f 1 :, - AAP , 1 • ; %.' ,:•1 . 4:: IL STATE OF WASHINGTON 11715-7/713.5•VE. I: .-. .—I. - , '• irbteiris. 44 _., j, • .. ..,1111 p. : • .P . ,... ,9: 7 1 : '14 ..• ' :77 1 RECEIVED 4 T! ' ' " • ; , . , , ;:ri- . .1e. al el- 11 4 T es Iikz.d ft* .:,1%. i i J I\ t :*::•i.... ..- ...: :-.,, • ?:.• .....r, , LYNIAWOOD :MA 4 9 Eitt$'6=5:03 :;i.••• • • .a..-. '.1.• • •.:...:.t..f : • ' . ' "' • • .1.7 " ..........A. - • •••••••••■ . . • • . -. ... . •• • • : . il '.1 1995 SGA CORPORATION ill F625•052.000 (32 1 • I ' . • i !A ' T Y n : 11 ■'":‘ :. 7 '. '-'* ' . ' • '. ' ''. '' . '''' K 1 .2 1 '...t.t:1 4 ..r . r..:1 4 ... ..........1 1.• * * 4tit14 • • „ .,,,,,;.• N ;i ct ..; ,..-,., ; ,, • I ;,,, Win . ii i . • ' ■ ■•••••• : : 1 • e : 7 7 9 • I ,••••••• ':.• • " ••••■•••■•444 A • • . • • e . . , . • I • . • . I , r e , • •• • •• . • • • • • • • • • • eir , • • 1 e e • • . * • • . . S. PI PING x. v. n. to 2. Eo Sp■ ■ , ,.. 1 1 I I Si IT CEMER / Doom*. RI • DESCP710N _ a t �P 1 3'..0" R 0" X b 6" STOREFRONT DOOR. CLOSER LOCK, THRESHOLD AND WEATHERSTRIP PUSH/PULL BAR f .Mn y 1 P. .. 2 3 X ILO" HOLLOW METAL DOOR W/HOLLCW METAL FRAME, I i/2" PAIR BUTTS (NRP.), ' 4,', I NOB 14,410E7, THIeBHOLD,•WtATHERSTRIP, METAL DRIP. CAP. - 3 12'•0" X;14'-0" STEEL OVERHEAD DOOR HIGH LIFT, CHAIN OPERATED: W/SLIDE BAR. LATCH *- 1'" FOOL PLATE, 461/ NEOPR ENE SILL - ¢.fir vA 4 4 9'- 0"X 10-0" STEEL OVERHEAD DOOR ; HIGH LIFT W/BLIDE BAR LATCH, FOOT PLATE AND - SLOPE SLAB FROM DOOR I k '44 p 3� NEO k 1 SILL. BOTTOM TO SLAB EDGE, ( " 5 S OT L TE A STEEL OVERHEAD: DOOR HIGH LIFT CHAIN OPERATED W/SLIDER LATCH, IR" WEATHERSTRIP H EAD 1 JAMBS FOOT PLATE AND NENE S1LL: - V�r��...is�:•..,,e�.a ., 6. 3 HOLLOW METAL DOOR AN/7 FRAME, 1 1/1 PAIR BUTTS, LOCKSET, CLOSER WEATHERSTRIP. - 1. 4B463' eeOLL UP DOOR MANUAL LS/STEEL JAMB GUARDS UP 4'. 6 a m 0 m O 2 3 O O 0 O' O O 10 II 12 13 0 U i 8 w , 3 r _ 116'.6" i,_B a .....__. �!B.6 •59'- PARKING DIMENSIONS a o l o u ,I• - P' . - .___ _.__. - _.. 7 •99_ SL___ ._ 9' -b" . B ' 6" �•B5 •68. _____ ____ l 6' S' "__ .j 1 I I " L � � _. - ,,_ • - �. ., n a" °WJIJt - ," TY " i il' G..' ._� TTP. "C "FRONT' TYP. "C" FRONT P TYP. G" FRONT P 'C IRON P , FRONT / v 4 SCUM I• 241 / .�6' .44'-6)}1-614. - '- '4$4.''-Z,B' -1� _ T '- Lie -244 ' I°.6'- •- 2' 6 '•I� � •- P _ _ _ ;; I Y 1 ■ T , a p 0 v v:rJ�r �� o •• RL � O I I I - s ' \__ 1 _ ry'� O IS � JIB 0 'fl I NIP 1 217 • I] ( �� RAINLEADER - -P' F B FROM ROOF 1 a DRAIN ABOVE- TIED TO STORM M �ww�� DRAIN- SEPARATE '� CO W y [, I �SEE OFFICE PLAN OVERFLOW AT I < Z 'F IEEE SOFFIT p Q = ID O • _� _ 1 _ } '' 4x8 SMOKEVENT�__. 0 _ _ 1- ,c !CO: � r rl r1 > r1 r1 1 r1 r1 Ti r1 ' TIP. r1 0 a' I I I I I 1 IX LJ LJ - LJ LJ LJ L LJ LJ L LJ LJ i I Z_J - WASHER W C ONCRETE SLAB - PROVIDE VAPO � ST 6/9 EL ST DS E24 N O Z W Q EXHAUST FAN, ROLLING STAIR _ - � REN - TAL - - - 6 - 30 AMP DUPLEX OUTLETS Q S L DRY TUB ' II LJ S a O I < N W I - 220 AMP (COMPRESSOR) �© ® SPACE IS SEMI HEATED (MAX. 44F.1 G WALL, a .. -.U)0, ELECtRIGAL UNIT HEATER y .. _ ,DRIER 6" STEEL P1 BD • 2 O.C. E I ,4-. OUTSIDE SHOP mc' BARRIER IN FIRS' 80' SLAB O GRID A TO D1 H SID t - 100 AMP HUBBEL PLUG (5100 PIN /SLEEVE) PROVIDE 2" SAND OVER VAPOR B"� j ON 100 AMP, 3 PHASE, 120/208v D 0 I I \ 2% _ O _ - _ _ -� _ - _ _ -_. _ _ i _ _ _ ______ _.. __'•-.- 4444 _ -__- _ _ _ SPRINKLER -____ _ _____ _1 DD 1 . 1 / I - 30 AMP HUBBEL PLUG (1.. 2130), 3 PHASE, 5 HP O I I I I RISER- • 2 - DUPLEX 20 AMP, I PHASE e r1 r1 ri r1 r1 r1 r1 F r1 r1 r1 I r I I I I I I I I I I I I I I I I I I I I I I I I `S L LJ LJ LJ LJ LJ LJ LJ L LJ LJ LJ 2x4 STUDS ®I6" 0/C r _ -ROOF NA CH W/STEEL 0 1 TO 10' CEILING - WATER E. I I H - FROST PROOF HOSE BIB I GYP. 6D. E5. • SERVICE LADDER ROM FLOOR RECESSED IN PANEL ABOVE FLOOR SLAB 2x12 CEILING JOISTS 1 / SHAFT ROMT 6' CEILING (MATCH ILDING 5 / 6) a IS" 0/C - PLTWD. -j - TO ROOF. (LIGHT IN SOFFIT IL/SWITCH) H) x8' DOCK 1 /0 ON TOP. GIP. BD. :1 I ` I , DOOR BUZZER LEVELER TT LL O ,}C M .. CEILING it 'ELECTR © „ W /INT ©OM — . _ _ _ 'I,.�.'.— !_ —'.,, J9 . �__ 0 0 ,0 ® / '� �” 55' O \ }' - - 3- 4 - - -' 0, ® ® ,_ ® ® ® ® ® ® ® I __ ® 'w i l —' • 2 - -__.._ •-_- \ E DS r , e • GA9 MAN GAS 3 4' � DE • 6" DIA DOWN SPOUT y S/ 1-1B. I I ! , Q . W ! LL 0 1 ENERGY CODE INFORMATION: A ' °• 74 5 � � I Q i RETAINI� w UNDER SHELL PERMIT WAREHOUSE SPACE IS SEMI - HEATED (SEC. • TE SL • D 13102) WITH GAS HEAT CONSUMPTION OF MAXIMUM a BTUH WITH 1 - Al 12' W ! aaS LF1 Z r 1"" ERIMETER SLAB INSULATION AT ALL OFFICE AREAS ( O D O 1 A THERMOSTAT NO LOWER THAN UNIF, ROOF INSULATION GIS RID 14 R-19 FROM . � III (GRIDS I FROM D TO ": GRID A FROM 14 ./ - TO 14 ./-4 GRID 14 FROM f , I 2'-6" ill - N / 2' - 6" 6" � 1 " �� 2' -6" I t" - , 9 �� 2 - 6 _ WAREHOUSE. 9 A!� 3 . J2: _.. , LI GHTING T ALLOWABLE WATTAGE IS LIMITED TO 050 WATTS /SF FOR � �' TENANT IMPROVEMENT PERMIT EAR TYP. A" z 3' -4 j �2�C TTP. "A REAR TYP. "A" REAR TYP. "B "REAR TTP. "B" REAR TTP. "A" REAR TTP. "A" REAR TYP.'A" R REAR _ ALL PERIMETER TILT -UP WALLS ARE FURRED AND INSULATED WITH 24' -6" 26" 24' -6" " 246" 246" 24' -6" 24' -6" 24' -6" __ 24.6_ " -. _._._242.6'. _.244 24 4'__ ___ b " -____ R -11 BATT INSULATION. EXISTING WINDOWS UNDER SHELL ARE U • .� k- 4 ' - k X ' - x ' - �` �` k LING SHELL RED (U 0A3 LI T C � D ONA REOU CEILING IR FOR • RE A _ I _ - 318,sC __.. _._._._.._ -. - -. I_.. - -_ - .___..____ . C I tY 0 N KWID Iii R -19 INSULATION OVER SUS ED CEILING AND COMBININ ES WITH ,I t RCES AFED O R•I NTERIOR PERIMETER WALLS TO WAREHOUSE 2 "Y B ✓ 8 g 10 I I 2\ 13 1 4 A D� E pU6 3 X995 EXTRUDED CUR ON HIGH SIDE- SLOPED ASPHALT, POURED CONCRETE PLAN NORTH '- r /•k }� /\ * ..-• /� ` \l N CURB 20" MAX. TYPICAL SLOPED /JI'� I `6V'1 FLAN ~\F \`11 _ /� \t _ _.__ "I plyj$10 TRANSITION. [�/ / �' i �'U / q � ^ SCALE:1 /I6" • I'- 0" CIT OFET�KWIL4 ■ ■ ■ \V /' APPROXIMATE GLASS AREA • 2592 9F. TOTAL WALL AREA 23,706 9F. (21' x 919' LF.) AUG G 1995 TA -1 PEPMrt CEMEH ° a ° d a d a ° a p q d d 0 0 0 © 9TAI4 ° ° ° a O -4 R ° ° ° d 10 R • 6E6' 4 5' -8 1 -- - _ -_ _ d � _. Im R • . 6E6 5. � y. ... W -._._ _.... a 1 - - f1• -�� 9 i e II 8 -3 ♦ 24' -b 14 ' - ° II R • - - - _ _ I R • + 6E6 r 8'3" . 1 - k 686 • 6' -3 1/2" .. - 10T • II 9- I r�� �I - 9. ITT + II •9 -2 x ©sm, LEGEND • b ne Ii - j ®I I r GENERAL NOTES \ � }' O i � � F ORAGE I OFFIC - OFFICE _ OFFICE - ' x12' OF'fICE Cry B 12' 15' �' ,r. 12' 15 15'x15' 5 , i,� 1 I ■ 1�� © 'TAIRS - �� f WALL TYPE ,n �1 Q 4 � ® :I ( I I �r _ ���_ © A '� Q T y 1 s 0 -43 0 -42 0 -40 0-2 ram r., r 0 5 I _- __ 15 o O DOUR NUPE C WA1TI 1 I - ROOM NUMBER 6 NAME <01 U MI I� ( a .61.61 ' �� �� I (: 1 © Fi�� DTL. /T4 -8 Fin- ' � =� +HEAL l7 WINDOW TYPE Mt -d7 G`'''', F A OPEN i I Q ' ®J 2 � `�1 —�n- Q� O /m,.l� -� m- 6 � I� O B S DourvsPUUN o I -- I - TA _ _ - TILL UP CONCRETE y D —II T�) `:7i O -6 - F — ( `HE. X111 I �� STEEL STUD U 3 ti _ 1 - ® _ � _ �J ' i °a\ ( PT , �� I a a TTP. $ OFFICE " I I F T 1 , OFFICE O �I ♦ � IQ'x g1X1. STEEL STUD u/INSULAt ION o c l 0 o Y9l' OFFICE ry 12'x12' I + l %11 I 1 O 4 r -- ©B X )< CHAIN LINK FENCE SEPARATOR 9' A.G.F. ink , 1 O -Il I '1 - WORK 9T ION9 I p ' I \0 Q O 15'zll' _ e � CATCH BA SIN , 1 13 WiV • q � �,�.''►►� i 18'x1' I I I � OFFICE D h � r —____t O -d5 I DTL. IRA -8 II IIIIIIIIIIIIIIII TRENC DRAIN Ali 1� II - ` V ���, �'- - 1512' f� HALL IPA �' pg . SIM. • HEAD C.- - -- - --y i1, -- OPEN OFFICE 41 1 GRA ICS 5x I ly •b ■R II, 0 1 I 1 0 -4E > II-11 ROOF COLUMN I O -1 0 -46 56 -' I � - ' I ® 1 1 I 1 1 (I D 1 1 1 - OI .' ��� I ' I O -._ ''' 20' O PP PIPE BOLLARD 6' DIA. CONCRETE FILLED I I OFFICE III OFFICE i OFFICE UNLESS NOTED oTHERUI SE 12'x12' I WORKS ATION9 NEW DUCT T_ L D ` _ 0'1 ; FIRE E %T INGUISHER TYPE 2 A ID BC (RECESSED IN OFFICE AREA ONLY) , E J EXPANSION JOINT DR 0I . _ I i NE T O 15'411 ,-,.„1 1 14 II � I 0 -16 1 II r ■ 7- _ `M�y l '1:1'� D IC E AND L� O -4l 1 O 55 1 O R REFRIGERATED DR FOUNTAIN III I�_ �,1 O 1' 55 Il FE �� _ i - _ �� -IL - - L DUPLEX OUTLET • T ELEPH ON E JACK W /MOD RING AND PULL SIRING LUNCH � - 1 r 1 1 © • : 1 � © GRAPFIICSALAB 1 © Ox 49 I O � REST REST 0 f 1 - 1 — -. - I CLOSET �( -A_-_� - -- _.. _.._ F.xll DU PLIEX N O UT L E T SIGN ABOVE OFROM, INGS Room .1-BOX POK ER AND OR PHONE a � . Ll Il xil' ! 14k10 -- 1" 11L���... / - - . gi I 0 - 19 I H2O R C ) - ! 1 • f A ® . ' i FI / j v I 1 D -a 1 _ j I � 0 c EIL NG DOPY � �i (HKaH 8F BULBS) _ � /IN&1LATION N V I I „ I I 1 •I © f l u ,..,yy'l ® 7 OFFI _ OFF BELOW o � AN� ■ - i O 1 ®I - -- III � ':I _ I I - _ I II -6 x12 • II -H2O CRO + .50 1 - 1 - i - m - 1 : Ri _ _ i © - I I 0 -52 1 I O LJ Y, I EXHAUST F VEN - F". - 3 1 , ^ - ( _I y1 D © HB 1 1e ©I - HOUR u 1� 1 ql I DTL.I /TA -8 W INDOW SCHEDULE dl I I '/ I ) q, - I- - 1, © ( _ SIM, + HEAD I- . l' ��� �� it 4 � ; ® j ��„ __ M. � , � (0 3' D'V w D D'H. CLEAR GLASS IN WOOD FRAME, SILL AT -. 21 ', • """"'L , _ �. E u �� 16 4 � _ /� 6• A.F.F. (SAFETY GLAZING) 4 ( 03: I. a � f"""' © 5 OV % 5 6'H CLEAR GLASS IN WOO, FRAME SILL AT I11�1�l1�1 I � W ASHER DETAILS ■ © _, Tr' 11���1���, 0 I el +- 1 1 4 4 9 DTL. IRA -e � � 11"i ;l O - SHT. TA I 111'11 'I1M i / 9IM. ® HEAD © A' -0'N. X 5 -6'N. OPENING IN Y003 CASING AND PLASTIC A A�i� DRY _ - LAMINATE COUNTER P • 3' -6' A.f.F. (SAFETY GLAZING) r Cl 00 - sem I r a� I 6T �y1 " "��"�'���� °�� � SAME AS A EXCEPT 2' D W (SAFETY GLAZING) ' V A I II� 4. 0, B ® 4' -,), x 3' 6'H OPENING IN WOOD CASING AND PLASTIC LAMINATE COUNTER AT + 3' Q ©I - HOI1R j " Q ' 8 .' 1 - -' 4' -6" 6' A. F.F V 1 1/2 HOUR ROLL -DOWN ZI Z ® .�• - ' 1 , - ' - • - SHUTTER. SLIDING WINDOWS (SAFETY GLAZING) WEATHER STRIP FOR SOUND. r 7 Z =(O r A I Y ® IB' • 3 -6'H. OPENING IN WOOD CASING AND PLASTIC .4"N �Q N IIII 'TAIR © STAIR L LAMINATE COUNTER AT + 3' -6' A. F F d. Q O_i9 0 - I Q '- IV II x 3' -6'H. SLIDING WINDOW (INSULATED) WITH LOCK IN 10 ° O K INSUL. - - - - - M - O ALUMINUM F R AME 4ITH SILL '-6' A - OV O N N AU 10 R • 6.86" • 5' -8 I/1" t 9T +11" • 8' -3" 10 R • 6.eb" • 5' -e I/2 ": COUNTE 4 • 9Ta 11 "•8. - 1-1,U " J ® SILL A . % 4' - 0 'H. CLEAR INSULATED AT 3 GLAZING Iry WOOD GRO FRAME INT W II R • s 6.86" • • 6' - 3 in" SIL 1. AT • + 3' - U' A. F. F,I WITH 1 1/2 HOUR ROLL FIRE. SHUT TER W 001— • II R • 6.86" • 6' -3 1/1" 10 T • 11" • 9' -2' MOUNTED OUTSIDE WITH SILL ANGLE. OZ x N. 10 T • II" • 9' -2" a W N Q SAME AS A EXCEPT HOLLOW METAL FRAMES (PAINTED) 17 • ' f 0-3 1 EXPOSED CEILING JOISTS AND INSULATION GENERAL NOTES • ,� PROVIDE BACKING FOR CONFERENCE BOARDS ■ ■ 0 nN0 CHPIR RAIL, S DMSMOKC DETECT ION IN FRONT COUNTER 0-01, BACK COUNTER 0 -32, AND HALL 0 -26 IN LEW ROOF HATCH ABOVE IL/LADDER pi' 1 -HOUR CORRIDOR EXTENSION OF STAIR p -B SEE DETAILS 1 AND 12 ON A - 7 I A ES ILLUMINATED EMIT SIGN ABOVE DOUR OR HANG FROM CEILING / NO N9UL. O - 4 • OF HATCH W /STEEL y, L J LADDER FROM FLOOR TOROOF- GYPBD. WAI i TYPES: U. - 3 B - SHAFT FROM CEILING TO ROOF. (LIGHT IN SOFFIT W /SWIT,.H) FAR FINISHES AND WAINSCOT INC SEE ROOM SCHEDULE) ELECTRICAL IN9UL. L O2I UNLESS OTHERWISE NOTED ALL WALLS ARE TYPE F11 O ELECTRIC/MECHANICAL J I ROOM BELOW MARK DESCRIPTION ,w . _ III IU \ C — ' - 1� Tit CONCRETE TILT -UP CONCRETE PANEL, EXPOSED INSIDE AND pUi. PANEL FRA MED W/3 i/2" STEEL STUD W y 24' 0 y/ � LL 24 .0 WITH 11 R - 11 i'1 GLASS BATT INSULATION, VAPOR 4. ' BARRIER, 5/8' GYP. BD. 4' ABOVE CC IL INC FS 25 FACING ON INSUL. ABOVE Q D] A 6• STEEL STUD (18 GA) R 24' 0 WI LI 5/8• GYP. W cr BD. EACH SIDE, R -19 INSUI. AT ION WITH VAPOR BARRIER ON WARM SIDE TO STRUCTURE Z f r F. ABOVE PLYWOOD WAINSCOT AT • 8' AFF INTO WAREHOUSE U B 6' STEEL STUD (I6 GA) K (4 0.C- WITH 5 /8' GYP AD. EACH SIDE, R -19 INSULATION WITH VAPOR BARRIER UN WARM SIDE TO STRUCTURE PLYWOOD LYWOOD WAINSCOT AT . H' AFT WAREHOUSE SIDE SIM. DOES NOS HAVE WAINSCOT i L4J 3 1/2' STEEL STUD (25GA) P 24' 0 . WITH 5/8' GYP. BD / /� / � /� .F PI AN [i MB EACH SIDE (SOUND INSULATE PER PLAN) fik ' S l IFFII PLUMBING WALL 8' TRACK WITH 3 1/2• STEEL STUD <25GA) FIRST Fl C�nR r >FF IC F PI AN /± F l � INI ^ / J .l l Fl I - ) /I P 24 O.0 WISH 5/B' WATERPROOF GYP BD. EACH SIDE, SCALE 1 /8" • I' -0" SCALE 1/8" • P -0" Souno BUTT INSULATION N FULL THlcrc (PROVIDE RACK INC As pir OFFICE SQUARE FOOTAGE OFFICE SQUARE FOOTAGE REQUIRED) (EXCLUDING STAIRS) 3315 (EXCLUDING STAIRS)3,000 rJ 3 1/2' STEEL STUD (MA) R 24' U, C. WITH 5 /0' GYP. BD EACH SIDE TO . 3'6' WITH OAR CAP SEC DETAIL. IB /1A -B (STIFFEN WALL AS NOTES REQUIRED WITH STEEL ANGLE .I FURR ANY EXPOSED COLUMNS Ui 6' STEEL SIM, ONE HOUR WALL FROM FLOOR TO UNDERSIDE OF STRUCTURE OBOE MO TYPE x O /E' OTH. BI. BOTH SIDES 6' STEEL STUDS P 24' O (UNLESS NOTED OTHERWISE ON STRUCTURAL) SOUND ) SECOND FLOOR a .12' INSULATE WALLS PER PLAN LW 6' STEEL STUDS (20 GA ) K (4. O C N /5 /8' GYP BD BOTH SIDES AND R19 INSULATION V /VAPOR BARRIER ON WARM SIDE �PP gp V E E.M. 0 ci 5 ....... f�lfffff.frr p�G 2 05 RECEIVED CITY OF MP.A N sloP l AUG 1 0 1995 TA-3 • Rtl PERMIT CENTER 0 2 3 0 0 2 (3 4 ®•`�' 1 -.6k) lc) WY _- - - - IIIII ■1111 ■11111 ■�IIII ■Illlllfl 1■ P �J G -- ■ . ■■ -- * 11 -�� III ■1111 ■1111 ■IIIIIIIIII ■ ■ ■■ • Al I�►��► till ■ ■ ■ ■I - . I `OPEN TO ,����� ■ ai 1 li ABOVE ii i!JiEEE!H! _ y I h - - - = ::I��. � 1111■I11■I / � -j am\ I i��� �i■r■■ 1`x. IMDMINO .■■E1MI►.MM MIEM= II■►� ■I e ° m LP I==I MMI�I��IIia��I�i �l��� I ' I�1∎ ■ =���=�1 - - - meammumne■mailmmommanimmml 7 I�m� , ■∎_► ■• =—��� cg_ii a PRO„ DEA E 9,MIGCA I 1 mimmo Imummiimmoi ► t1i ►.���� w i5 � 2' 4' SUSPENDED ACO I_ ►► ♦�. mmonum BRACING PER DET. Il /TA -8 i��ilill ■ NIMI�M�IIIM IIII ■IIIIMM C.lM CEILING PROVIDE SEIS 1---�„�I��� =�� I_c.�II♦ ►_.I1111•M I■ ►. II■II♦II♦II♦��-II BRACING PER DETAIL 11/TA -8 I ,-► ..���... � =�■II�IIIIM 1■III ► .� ► 1I ■ 111L I I I EMMA II I I = MIMI ► - ►. p I ' M I �1 IiiiliiiIiiiII_-! •V---- III♦ ►_.III\i IMMIII ■II♦- 11.11.1-1 CEILING BELOW U iEiL INAI ■�.II ■►_/, �, I ������ e. MM•111111111111111111111111111 a II II ►. ►� =� MI� �� = ' 1 0 i .I : ► _. ' � IN = I IllijiI III I L I I I ■ �h.=�I I� ��II•I�II ■FB _ . CD ►. =l0M= MI, !! I I ,M����I I ;RI o OPEN TO ABOVE 2• I , IIMINI Y P. BD. r ay- CEILING . 111 I - - - - -� OP 4 1 �Y P. BD. CEILING 1 ti W EO >1 Mto az ? N QN Q1 00 n3 O — — — -- - - — -- -- -- - - - - - -- F --- — O k" Y L Z � w o3 c'') Z x NQ MI W EXPOSED ROOF STRUCTU G- U- 0)o QI ABOVE • 11 0 - CEILING BELOW �� 2. GYP. BD. CEILING EXPOSED ROOF (EXPOSED JOISTS) STRICTURE ABOVE -- I W/R -19 INSULATION ® 10 1,1 0 1 I SHAFT TO ROOF HATCH I LL g ..."' \— GYP- BD. CEILING — J ��) LL Ca a w 1CC or • I INSULATION Z r r F I V2" GYP. BD. OR CEILING TILES BRACED OR „= Z. . ■ A , S A�ONfl ()OR nPFi ��T�)7 r.F �i �IVrS Fl AN AIR TIGHT TO PROVIDE Imo!- 1 41R TIGHT ENCLOSURE W /INSULATION SCALE FINISH • I' -0" SCALE 1/e" • I' -0" ABOVE -STEEL STUD FRAMING AS REOUIRED ,tj O D SEE FINISH SCHEDULE FOR CEILING HEIGHTS - \ \ r - pPP� `9y5 I SEE FINISH SCHEDULE FOR CEILING HEIGHTS l LIGHTING ENERGY CODE - TENANT IMPROVEMENT A ) L ��n - ' 4 1�/I 3 TUBE FLUORESCENT 2 X 4' LAYIN S ( Bl/LBS , 3" AIR GAP �p(3W I/�l PARABOLIC LENS, ELEG T R O NIG BAL LASTS (90 k \ - WATTSiFIXnIRE) r�x . y D p J ( F1 I� 2 2 B FORSCET N 2' X 4' LAYIN WITH -8 BUBS, 1 Y 1 I , \ _ l } /�I PATURE ABLUOLI E C LENS, ELECTR BALLAST S (60 L WATTSI 2..' i ` 2 TUBE, 4' WALL MOUNTED WITH R -8 BULBS, ELECTRONIC BALLASTS (50 WATTSI PA BOLIC LEN D LUORE GENT FIXTURE TOTAL FIXTURE COUNTS 731 FIXTURES OF 3 TUBE FLUORESCENT • 1830 WATTS Ept 5 FOR RECESSED LIGHTS IN AN INSULATED FECEivEo l II FIXTURES OF 2 TUBE FLUORESCENT • 560 WATTS D,c.:Q.......,1 A 1 0 9 FIXTURES OF 2 TUBE WALL MOUNTED • 540 WATT6 SUSP C'Ur aF 0 I09 2 LIGHT/FAN • 120 WATTS 9358 WATTS PROPOSED ` A ° U LIGHT FIXTURE PROTECTION RA TER ALLOWABLE WATTS • 12 WATTS /SF X 7 %5 SF • 5555 WATTS ION TA- 4 SCALE. 11/2' = 1 -U' SECTION ALLOWED . . .. ,._,. -t TTn1 -^ . ..,. 11 - 1 I 1-? Pmfln ^C °.;rirttt11'Iinlh rll nI rltrl ll' 1i' nT115riniin itirin rrnlnn:ri mrmmr tl .:, I I • i . . ,• I : , , ; , 1 ; , = - i lh lil il!: i,11 Sclf..- k" u'i ,--',,,, , ?.I.. , , 21.2 .-2 .-21.!1,11.,1,0 1I,,,,i,:,1,,Polz--„,1r, 14 41414 4 4 414 4 4 4 414'41414 6 616 616! -616 6 ,- !=!T;.= ..rt 6 : —1 ! ! „ 1 1 • 1 1 r.:.1 .1 011°. 4141. 4 4 4 41414!4 !41414 414 41414 4 4 44 1, 4 41 i i 4 4 414 4 4 41414 4 4 4 4 41414 414 4 44 414_4 4 414414 4E4141414 T1 _ i 1 . „ ; --I I I 1 1 : . i t P k.:...' .t' .t.' ° 1 ,.... -7. -; ' ,-,` , t, s- V. 1 ',I 1 ' ' 1 k , 1' ,....,.1,.. L „,1 ,._. 4.....r..- ..-: -iti.. .... .... . . . 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V H 1 0 0:0.0, (?9 999 99(, (?k;.919 9!9919'9 oc,3o.o!c, oo'o'ojo 0: : ' ROOM , K > ''''!61'6 # - 4 f.ft, ',11' . <T•Irr6 -=- ; - ■' - o.' 71' A rillmm rn:mim ::: r. l z Z = . :t . .:m 6 p: :-:. . - ! , 1-.1 .c., ! 1 ' , ,E im,...t;,-,:6 W ,P. • ' 11, : 9a : .iff, ow WEST • z xl 0 I * 1 §, ,r,:; 2 . : ; ; ,,--. o • 11, s ,• o •.„, K . 1 1 1 ,; : • ! = 4, _li 1 )i . ' EAST M . I M , i ■ , j • - I : ' 1 . I I I : ! ' . ' : 1 I I ' - I - I I ' ' ' ' 1 I:I!111 11111 1WILi ;ICI iii iI ! 1,i,i • 1:11:1 1 I:erl IR 1:01,1•1 •SEALED CONCRETE - KV! 100I•16 I'I III 11'1'1 WIWI II•IIIIII IIIIIIL1 C IIII• II 1 1 1 1 1 VCT 1 1 - - - . 4 ! : : 1 1 I W 1 I I 0 0Ifilelei. ! I ' 1 104 0 ' I '0 0 I 1 III:110 01,1'1,1 CARPET ; I I I 1 ,0 0 1 1 1U1;1 III II , 1:1 1 IIIL114,010U : I 1,0,1 1:1-1,11ISHEET VINYL Il ' : - - 1- - I ',-- 7 : : : ---+ 1 , ' r t t t . : o I I I wl 10,1 I 01111;1 1• 111 111111111 1,1'111;1 11110,1 I 1:1-1 73 , -; : . t , ! ! ; -1-; • ,-, 1 7 - : 77 -1-4 ! , t-- : t 7- 1 I 1:0,1 I 1,IIIWI WIWI 1 101:1:1 1:111 1:1'1 TILE : : . I : I i ' I - I - i H I ' ■ - 7 , , : I . ! . , . ! . 1 I: WI I.III I I'1 , IIIII!I IWIII I I 11'I 1 1'1'1'1 I 1.1.111'1PLYWOOD • • I ' I 0-000* 00000 ;0 1 I•I0 00410, I I I; I 00 00 I io:o 41): I : 1 I : 1 2 1/2" RUBBER 1;III 1.111 LI 1 ,I 1,111 I II111,1 11,1.1 I 1:1,1'1.1 1,I,• 111 4" RUBBER ' . ; . +--. 11 1 1:4110 11 I 1 1;111 1.1 ; 1111 1, 111 0I01•11 1 I 1 111:1111 5" COVED BASE SHT. MIN I:o (--) ,-----' • II II 1 Ii1 11 1 11 '1:0,1.1 1 1'1!I 1 1'1'1 111 1 1:40:1 1 1 1 1,IRUB.TRD. & RIS. SKIRT ,- 1 .. --,_.., (r) rt 1• 0 *4044 4104)004+ •!•41■• :•*two fe*o1ey owooirs ••!eloy 4)1 it2i 1 GYP. Bo - . ' — , . , , , , , 1 li 1 1 141•11,11 1 1 1 III 11100001 i I,111!1 1 Li II 14! pLAm WAINSCOT P1 -- -- =---- :- : ' . ! : : • ! ' ! --1 .: 0 'I I 1 HI:i I'LLII I i :I .I i:i I,I:i Li I:iwi.i i!Li II Li I - I I FIRE TAPED GYP. BD. III 1 I I I I 1 . I 1 1 I - II 1 'LI 1:1 1 I 1'1'1'11 I I 1 11 * I > F r • 1 I 1 1'1 I 1 1 1'1 1 1 1.1 1 1 A1 1 LIII I:1 1:1:1 101 1 111 1 8' PLAM. WAINSCOT r , I:I PANT III 11 1 I l'III,1 1 1 I011,1 III:1!1,1 1 III!1.1 1 14 STRUCTURE T -- -7- i---7 . 40 40 I ' I 40!4040!040 104111401(0110 : I 41141140 411401411411 I I : I 1 1 0 1 01 I •000 I ' I 1 I 2'x 4' SUSP. ACCU. GEIL. 1 11401-1 111 1 Liwi:I II Fi IWIW001041111 II.- -!! 1 , 14 0! 1 ! I GYP. BD- I-- - I --- '''' . : m 2 0 I 1 I 1 0 1D 1 1 1 I 1 I 1 1 I I 1'111 1:111,I LI I I I I I - 1 ! I PAINT . -. ... -- - ts,-xxl,,, - ¢ 5- 70:rxx, --- ,, - TarT,17 - urcznol - coteo -- 7357ux --- 7 -- 7 - a1 - 73:2 - Txv_7* - * - as*x:57* - eirras rwres -, ,,G - w2 - cr -- 0? -: _ '4 4 6 1 k'' $1 " k 'i::°‘-' 1 ` ''‘: ''+ klc k 41‹:4 k'k 4 ' HEIGHT . ' . ' : I : I : : : I . : : • • < -4, CBI> • . ; ;I ! ! : . OO WI : 2 : : - ' : 'Ac713 •:A3 , ! . . , . , -. ..,- ,-.■ !. ,: . . . , . , . P (.) . . . _ 7-P '2... fj-t r _. A * ; . 9, . • , , , • : • NEW FACILITY FOR: 6 PHONE (206) 433-8997 ) .MigT1 .1,0 t TAT I ZTION PROJECT FAX (206) 246-8369 .___M 8134 REGISTERED .■.9 DRAWN BY > : TRADESHOW TRADESHOW i • TECT I c.:,.., F_N-.-,,,,. . !NC — - _ _. _ _ _ __. _ _. ___. _ T4 ' 11621 East MarOnal Way South _____ . CD I 12878 INTERURBAN AVE. S— _ _ DAVID : _--■ _. _ CHECKED BY Tukwila, V liashin g tm r, 'architect 1 SEATTLE. WASHINGTON- DAT • o i r S I r Z N IA a G ff yy i 3 b 3 `A GWA A p r4'p r1� \ OVER PV(W6oI7 PG *-INC NPR- VLfw RooFlNra NPR- PV1Wa7p PEG -III4 � 51MI. PDPN P`ooP 912 UGTUR"E -� �°✓IM. POR P vizi,ic- VP I- 5EE vTRUG-tuRpL GEI; STRUCTURAL f- ` G - � Ili it _ n. )N _ - - - - - ,. - - - f C af 411 DtPJJ i9 ' �L ;e i.'�Gu)u, T9bia.»xI ) ' AN s., �"' ixt.; %su cr�J, I - ,w �., � ;1 :u� ) n won apPl/f9)1'L I:2 I PP :q MP .FI Ann 'tu1's7A/Mr11PPI')ml• ,F ' IDIP: n7`)P /V6 NA J)) , zi. , 11.I1 OONG.RP1"E o - -. 'MILT -UP F F. VI PPTT 1? P -1t EAT'f IN ciU1.ATIDN m� y I ,i. � K 19 I 1 v J (, �l �% r - , ` l I TT INOi ULAT14H U t - R 19 PLATT IFKjULA'(1 N / - �4 a.G °gTl- • FROM Q. a J "^ ■ v 2t ROM FI.aaR .. J (V,L Uw — ,_Lu1;c , _,. >� Z c , u ,, , A� / c 1 �, � ,� $.— 4 0 ' _ L (�c� 0 00 a IC 1 U :. i �J P ii yu ZD ® . � 1 6 III - , f525 PAUnGTOR z m VZ hTU P 1 4 2.4 1 9A4P. AGONOiTI6ALG':IUNer 1 1 I 11 . N4L,IL'P- EDGLM4 IN - ONAU- EXP05EPIt- E zz Cij 2x4 9P. AGOU 1 GAS G� INNU Noul W /� /ti TYP x a 2 4 6. FPOM Root. 1 TNEW" IAL PPrAK' a ' KOGF DECK W /R - II 1 NoUK DODY ALUMINUM FR/ M y X EhGN 41DE. INSULATION W/P51y 1 Hour- w 1 YTsGIN¢ OR -W-4ON PPJ NT'ED CY'fP. P17, I, rvTl- �i'fUD PUW� -INCT °' n m At - ExPo4V -, --i UtWEW.AYM¢NT ( (TYPE 'v.) ./ / / @ 'lA' 0• b. FPDM- PLOOR - '(O PAIN G Q y o , 1 c, t Ham W /� /e'�7Y1'E ovEP• ° +/4 ° PLYWOOD V PROF VELA VJ /R- Ii IN9UL -. W/ - ov uNDEW TENT (7YP7 'X') OVEN 3iF PL ow ��. 'X' P.kH yIDE 4 2x 12®240.G . ,_� MI" FACING OF I -fsi�i x „ G' O ON NA- tsKP05EP INU1., {2IZQ 24 0. 1 �s NW WOOF FVWDPAIL TYP• - w` ` V 210a4'oG. Yv /lx , - W Orl ` N WOOD k+WPPPILTYI? 0 I T4u �1R+PINGT C'' 4'OL.' �, �df R ` 451 24" , (2ilanz5 oTHEF '� &' EGYa�v 7 MI@aPPN e joi/_11 12 0 �- If _ N ■ RAMSR -1REAU 12'0" MI 11116. R -ub6ER'FREAp de c ON IN51P } ;;; u. ij _ � P p Q >- U y 1��1 1. 1 Ii 024'0.6. _ o S, 0 _� S ' 3 g14 G x•4 5U9': HLOU9f. G1. w /mI.OGpNG W /ma-KI/m/ma-KI .y / - ANP CANT STRIP � � Z F" 4 I i � OR NOtCN gTPINGER- �_ 1.f+e6 9 -- = V y „ UNG A I g / rt° p , 1 IG- PAI I W I kwmitiUM PPPHE�i.. 5/p 'TYfE Grp pD, CEI LING PAINTg7 r __ III ;- UR , rs� 1 w r - -+ �_ O ! _. / (aYPbr i T_ _ ; II o . z 7 PEN conc., coulMN - w . N GYP.1 EtlTN 4 •• To %EYONP / EvfN yll l ___ - PAINTED r__' u1 r71 vs PAINT4®�. al' r - --, Mr;NP PAIN TEO GYYP. 6D __I ' x U r--' __I r - -1 Vl W = ! PEaHNG WALL - - UNO(U -IPI ( iPAGE Z 41 1 HOUR PGOR r __a _ - PiEPPaN wALL - . UNO�I- IpIf -P �vPPGE Pui- r- i -IEAU, A —_1 p U1 Zxa& Vac, P I NT7 = P r -_' - P'11 IN4ULATION __i 2t4 @IL "O. G. WI • F -- 1 Z. LAYER°i GYP. PP t - J 1 ca. fAYEK4GYP. 6P - � g w l x w .-.1 c �F1VO '.' I ° 1 T AP 11 6'31' IL P P P R Fo95 U 9 TKEADh 811 ° ?�i3 11 .I - --- 2 to Tray* o tt', A'...2,0 lllrrr * t01REA ' 11 ry' -2- pU P /�'/ A //� N ! ///I // //' I��7I flECEIVED TA — 6 1 `I VIJ �I�I 5....... ���� O i d- V ✓�I D' 1 CRY OFT 1995 r\ �cAk: i . .✓ JJ ALE: :'/21, l p ly JO 0 5 1995 PERMIT CENTER - ..... 1 I 11 „,. Ilti IT r rr "Il 1iP�"�fr '` rl' i'1 ii`i rriin I : a�•'ri I °:: u :. ; ;' ,, I Ex�' BD ROLL IN &OIER 8 PJRL 6 STEEL STUD BRACE • - • ApJ115iABLE HAND -HELD SYNTHETIC MARBLE , -� 1 ' -- . -. � � ROtF STRICTURE -' B'- 0' OC. TO SHOWER HEAD ON 4. SHELLER ENCLOSURE TYPICAL TOE OF WALL = ^S k f';. ROOF IN --r BRACING DETAIL -I- . - - A N TO TOP I 7" I '- GLB WALL 4LL AND PURLIN FLEXIBLE HOSE. 1/4" SHIM AT ALL GRID TO - ' , r 1 -_ Ali ' - - _ _ ® LEVER FAUCET XI WALL CONNECTIONS ;1 * \:' TOP TRACK 2. I b" DEEP LEG TRICK 10 -0 " A�' Irz^ SOAP DISH PA BLACK f I BdTT INSULATION LATION 32° x 33" � A r FRP. OR GYP. BPI, -'" ATTACH TO GLB. I ; � BAR 1 OD PINOTCHEILIfG TO GYP. 7x4 HORIZONTAL ( TYP./ _. - - W/3 15/0" R VERIFY E] k I \ -- .iff[iI SII.:.1 n' u/ 7ROIIP 5Li it _. __..' i SCREWS a 7 -0' 2 x4 VER11OdL 148' O.C. MAk. \ ±J/1" SPACE _- OL (DEEP LEG L✓NF��Y4 I h S =P-- - 1 -0'OL. HED NOT a / -- FRA MINFICE U 4 . 3 PLTW:OOD - __ _ \ Y __ b WI RAMI �ROOFLINER m a . , GYRED. TO f I - i' , , GYP. BD. I ATTAC TO TRACK ' MI N ` BUT LAPPED UP �d EA SIDE 4 • w INSIDE I ".GYPBD. - -r- /; 3 IQ° x 25 IN6JLATION A. CAU � '� a, TILE THRESHOLD (11 M AX) ATTACHED i0 STUD- NOT TO G B OR STEEL 0/ STUDS 1 . . 253/4" DIA x 4' LAG 00 CERAMIC TIL MTL. PAI BLACK 24" OTC I ., . _ _ _ ____ _. ____ _ TYPICAL WOOD JAMB 12 TRACK- LAP FASTENED +MAX -, M SLOPE OF NM EMU i�f, -. _ _ - - \ \V AND STOPPED IN 1I b' OL. l S/8" GTP. BD. . ti I SHOJIER FLOOR CERAMIC COVE \ SLAYING NOTE I) SOUND INSULATE WALL TO 10' AT OFFICE LOCATIONS EACH SIDE L�/ -' 1/8"FERFOOT TO MATCH CERAM W IC \ /.- 21 FOAM ANT WALL PENETRA FOR SOUND ((ELEC., SOUND CAULK PRIOR TILE TELEPHONE, ETC,) TO ATTATTACHING -- 6 -- • 3) CAULK GYP. 00. TO CONCRETE SLAB. FENS SHWIER SIMILAR " ALT, 1 HEAD -0 SECTION DETAIL O PERIMETER - 0' OFFICE TO WAREHOUSE SCALEHAN IL 1' -0' SECTION SCALE' 1/2' = ®HANDICAP SHOWER O RELITE HEAD SCALE: SECTION - ' = 1' - 0' SCALE' 1 1 /2' = 1' -0' SECTION NOTE: SEE DETAIL 14 5/0" WATERPROOF GYP. BD. FOR ANCHOR CAULK TO BACKER BOARD — ®I CONNECTION e IMITATION MARBLE PANEL EL 5ILL BOW _ r1 GLUED TO GYP BD. !: INSULATION i' - - _�Ik. � ' 2x4 V RA4Ax. p E , x 2" _ FILLER BLACK __ . �I I II, - r7t CERAMIC TILE COVED SCHEDULE �t I Fro, r j S STEEL - �� L �k HEIGHT OF. STH. L � I TYPICAL WOOD JAMB TYP. TOP, MID -SPAN, 2x6 BASE .ry /SILL AND WOOD STOPS 1111111111 - GASKETS NEARNESS 4" I 2 2 x /4^ n e' BENT 1 CERAMIC TILE IN _ t - EACH SIDE I � ■ BOTTOM 3/4" PLYWOOD 7 x 6 BAR WELD TO STRINGER ' I GROUT BED SLOPE ffillillillin 1 1 / 7 - Z n 6 W/ 1 f' W/ 2- I "BENT STEEL ELATE ' ` / Of FILLER - H �.- p0 NOT BRACH �� . �, N I W BOLT i0 � Wl 1 -314" DIA x 3" L B OL TS i0 DRAIN " "' ' � GYP. BD. TO 3 SB ., DEEP LEO- TRACK MB. N WASHER TOTAL '7 1 „ 6 PLACES, I ur.„ \ i- -1 IQ" BALDING PAPER OR F-. 21/24210 x II -}Y :L W �' `. Jam. VINYL LINER SHELLER PAN NSOIEEN Q Z. 1/4 SM. ANGLE i F M) (D Ip STRINGER 3/4°0 STL RING + M Y = OA MAX SPACING SF-2 FLOOR 10 DRAFOR SLOPING N Z Q m Q FIELD VERIFY 1216E. ()PARTITION TO MULLION OR❑ ❑E HATCH & LADDER ® O REMOVABLE HANDRAIL SHOWER PAN ❑AK RELITE SILL cHO W L i SCALE: 1 1/2' = 1' -0' SECTION SCALE' 1 1/2' = 1' -0' SECTION SCALE' 3/4' _ V -0' SECTION OSCALE 1 1/2' = V -0' SECTION SCALE' 1 1/2' = V -0' SECTION ?- LOCATE F4N ABOVE MB i:2-1' a0 l - SPRI l(LER HEAD Q SILL BELOW SELF FLASHING I - -- 2 SET TYPICAL STUD WALL N ROOF HATCH II —3/4 93 STL. RG I UN I I, I j 0 BAtt ED CEILIFG W/ GLAZING TAPE ® 1 1 BLACK TRACK DEEP LEG TRACK - x 4 STL. ANGLE _ ylj 9 } _- - - - -- \ - FINISHED F INSULATION - bT AND4RD WOOD ST I Al. F ORB (INSULATED/ 1 ` I BAL' -UP " ■ I ... .... LIGHT 2 -TUBE ,- IN4IUMINWI I' 5/e GYP. BD. _ - -_- ` I/['xl FLUORESCENT __. 2-0 " OR.PERFL?N- _ • FRAME ALUMINUM f r 4 O FI %NRES BREAK METAL I 11 j I /— ATIACH o 5ILL STRINGER OJT BOTTOM SNAP- • 1_ 1 ORB PARACUBE `® I I" RADIUS LENS (CHROPIEJ I -- - I - AND CEILNG ROOFING _ GYP. BD TO RUN UP W OOD H ANDRAIL EASE 3/4" RADIUS 2' x /a' OEM BAR �I Y 1 y x I PROVIDE IQ" STEEL TRACK \ - - W/ IR' �1 .. ( g 4 3/4' -� i •? WRA -P 9R IS/TA-02 j r l 11 I � J k U r , STEEL STUD AND — \ \` 1 6° FROM BOTTOM ALL EDGES -. { K " ` FULL HEIGHT MIRROR I - I� I t � ✓ p ' ii' CHANGING I._ AIR SPACE TO Al ' WASHER • MID -SPAN DET A- PAINT, (SEE 1 _ 1 p . GASKETS Il4 BD TO GYP. U : I. nor" "t 'l� " F LL HEIGHT H MI I - - - - � a T ty • TO ALLGL T I I/4' Lig BO L T • • � LCD __ I I I II ' \ i \ I 1 I PAINTED GYP BD- - k , I 3'- 0" OC. MAX I SEMI -GLOSS ENAMEL 4 �"�`' GLASS 1 • \ e / � COUNTER SW (PLUG _4-- -- 1/4" LAMINATED OR TEMPERED .t "`� TAPING COMPOUND y, COMPOUND D \1 / i i 25 '� PAPER DISP. R.O. SI�FiET GLAZING I I //^ ry / OVER PAPER- N." CONTIW1O15 2 z 6 ` PLAIN WAINSCOTE `/ a ItffILL WITH COVERED CORNER 1 U I C ONTINUOU S 7 z 3 / I DOUBLE 2 x 6 BLOCKING .1 �+ �`� BEAD. �_ - - _ _ -� i1 STUD FLUMBIFG WALL I'✓YY 4!? WOOD ` W /JOIST HANGER - ' —A _ (MIN 6'/ W/ BATi (j. ,, / t' R -II INSULATION I EACH END - - 0 ,I.,_ INSULATION NOTE FOR RATED CORRIDORS: 2 = P. LAM COUNTER TOP I /4" WIRE GLASS IN STEEL GLAZING CLIPS AND FACE • 7' -®" 0/C 1 1 WALL TO WIND ❑W 1 2 LADDER SECTION 1 3 ry OAK FRAME v i SCALE' 1 1/2' 1' 0' SECTION SCALE' 1 1 /2' = 1' -0' SECTION OSCALE: 1 1'/2' = HANDRAIL 1' -0' SECTION COVED BASE(MIN b ") 15 SCALE 1 1/2' - 1' -0 RELITE/DOOR SECTION ku. 0 j14' '1 22' WIDE SOUND FOR WALLS GREATER CD TYPICAL RESTROOM SECTI ❑N BATT5 EA SIDE WALL THAN 0 - 0' IN NOTE: 1 /2' = 1' -0' SECTION USE IN SEISMIC AREA I ^ + • SOUND WALL WIDTH WITHOUT AN I. 47 ABOVE SCALE' - 31R" MTL STUD t �- --- INTERSECTING WALL O'D BY CODE 3/4" x 4 3/4" OAK CAP AS RE FROV1DE 1296 WIRES FLOOR A i `' ',1- 1 SPLAYED • 45 TO AN 2. SUPPORTING WIRES TO GLUED TO 7x STAIN 7 x WOOD BLOCKING -. • STAIRS I \ `` 5/0" GYP. ED. 1 1,2 x OAK JAM i! 3 !'` 1 { \ ) EYE SCREW •ROOF BE 9 GA • 4 0 NOSING OF MID SEAL FIN SHIPS ' I \ l 1 ; \ ( \ �' / I AND TOP OF WALL O/C CONNECTED TO NAILS EASE EDGES. d 4 d l tt BOTTOM CHORD OF INSTALL M2 CONNECTED TICAL ) N BLOCK "` TRU W/ 11/4 EYE WIRE CONNECTED TO M 1 v 3. UP SCREWS. TO e'-O' BED P MIN. RUNNING ' RIGID STENTERWIORFEN 5.000 HANDRAIL EASE D GES .__. -__ I 3/44' RADIUS - "� /1T� 014.4 - �'. ABOVE. INSTALL A 1;, ,Li"fJ �,T E" I' ^au Y 'Y 1 GRID _ r' FOAM TAPE • _ I�/ 1 —SMOKE SEAL WALL I f � COAT. METAL TRII't. _ PIPE. PIPE TO RUN FROM I /8 H SIDE D 6" STEEL STU ''I, 3 STEEL STUDS 1 r Q j l1KW \� ry LL ^ PAINT EXTERIOR TOP OF TEE TO BOTTOM OF EAC °( U N , Y, 1. WRAP i FLAT BLACK S 3 /4 I - 4S/ END OF AL WIRE .. D IA LAG BOLT • -_ ___ 111 A. , CO P G Qv FN i y � , i1 ) i O'' ,1 F AROUND PIPE BOTTOM. 3 1995 t " F�4 I 3 0.C. MAX. J PV '�'� i 5 /8' GYP. BD. - CROSS RUNNER COUNTER SINK 1 PLUG / 1 �u',�, 1 N (TYPE 'X' a FIRE / „7„,„/ INSTALL M2 GA WIRE 10" x IR ".PARACUBE SOLID CORE E0OD DOOR W/ Nk s \Oc x'dl .. „rM RATED WALLS) J c� ° CROSS BRACING IN EA. CONTINUOUS 2 z 3 CONTINUOUS LENS (CHROME) TIN1W5 2 x 6 OAK VENEER gU1l k O ✓ �' 7 G l } 1�tf{f ,I .� PLANE OF MAIN RUNNER / k ° ? / • 1/2" RUBBER ACOUSTICAL BLANKET ` SN • 12•-0" O/C • 45 ANGLE SW" GYP BD. EACH SIDE { /` 2 I BASE • CARPET w I • SOUND WALL IN BOTH DIRECTIONS W/ (TYPE ' %' RATED • COR21DOR1 - -- - A ► THE FIRST POINT WITHIN " /�/,��,' DT' OF B 5 CAULK A O= AND R 14%1. Sm 6 -0 FROM EA. WALL J ■ � : O JUL O 51995 WALLS MAIN R OND AND IN°UL i UNNER - - CD_ WALL SECTI ❑N 1 `7 SEISMIC BRACING 1 8` HANDRAIL WITH WOOD CAP 1 g VALANCE DETAIL WOOD FRAME DETAIL PERM SECTION TA SCALES 1 t/2' l'-0' SECTION NO SCALE SCALE: 1 1/2' - 1' -0' SECTION SCALE' 1 1/2' - 1' -0' SECTION SCALES 1 1/2' = t'-0' SECTION , , . • I f P i ...._ I Ii : { h i1f' fIVITIilrClf�lIN ' Vi 1 1 9 j 1 ilif[If0 1 1IIFTlilt,I , . _ I I I ■ 0 2 3 ______P O ® 24 -6 24 -6 � , , / • .. _. _ 24' - 6 _ _ 24 - 6 _ -__- ._ -.. _. - _ \ :lit ,. _-- B -2 0 16 OC , _ 1 STANDARD HOLDOWN & FASTENING SCHEDULE 4 A 4x10 LEDGER 0 4x10 LEDGER � U. F4.0 I ■■ F 4 0 - I TYPE N & HD WOOD WOOD NCHO CONCRETE UPLIFT y.. `- r J - DI \ - _ -. -_i _ - A e t ` � I Q - -F,- _ 0. WR A R 4 ,\ 0 LANDING STAIR n II SW2 I � I r TYPE MEMBER FASTENER BOLT EMBEDMENT CAPACITY 4 ' F73 ` 21a cur out /I\ 0020 (3) 2x (2) s /s" 5 /8" 9 2775 STRINGER -� \o `I° I - I % Z l 012 "OC ® 1® li SD DO WN NOTE N O In c l EMBED It 34x8x1' B' N I 7 I Z m ° Q1 S 1. HOLUOWNS SHALL BE AS MANUFACTURED BY SIMPSON CO. SEE CATALOG FOR W/6- 3 '0x8' W M.S. J -2 n .S, � to B -2 c N f 2 \ ADDITIONAL INFORMATION a N T Ot I r' ® 6 "GA. W 16440 I W 12x26 F 2 34bx12 GLB l l p O _ _ __ - _ - _ ��.� ____... \ II -_. ul O 3Ax12 G'"B� C GLT3 2 g - - -- , J ( 81 P'2 I I I 3. ANCHOR O d BOp v (- BE COMMON 16tl SHALL HAVE A DIAMETER OF .162" 0, 1.0 NJ 4x10 LEDGER p -2 A DIAMETER OF .148 ". f _ --- SIM. j 2 11 x EA END O 2 I ( -0 -8 F400 8 0' F4.0 J OR BE A30] HEX HEAD BOLT, m SIM ` 2 NAIL A MSTA. F TS SHALL ,_ oa STRAP ` } 2 "L" BOLT. w w 2, EA. SIDE `GLT3.3 N , F2.5 I 4. FACE NAIL BUNDLED STUDS TOGETHER WIT Ii (2) 16d H 11' TYP. a o o o o _ 7 I 0 -2 5. ALL ANCHOR BOLTS SHALL BE TIED IN PLACE IN THE FORMWORK 0 y I PRIOR TO PLACING THE CONCRETE. ie. NO "WET- STICKING" OF BOLTS. o v / CE ILING JOISTS 48 "OC 4' -11 N X N ,1 _ -8_ -__ 1 _ 1 w J PLYWOOD I I \� ORIENTATION \ ....,[ . ffi m MTR STRAP S - - - - - - - - - s' - - -- (- o• -a " � -i- - ( Q '_ e Ptz ( - B ) I I 0 L A -2 ] W 16x50 IG 2 GOMSTA36 W 16x50 ; A. SIDE 'I j G -. O 7 N- 2 .1 -._ - .f -. . e - � ° _... .. __ � SHEAR WALL >CHFDULE 99 J EA. SIDE J -Z E -2 ' 78.° - _ _ J 6, .. _. _ J 6 + 1 WALL PANEL NAILING PLATE A. BOLTS VALVE 4 o I b a I F7.0 L . F7.0 b a o I ' ,° ,� III .- EDGE OF MEZZ. �M - 1Z' � F4.0 l y. Sy . '1 F70 MARK 0 EDGES FIELD NAILING TO CONCR (PLF) o I I { D -2 ® 119 L -2 t' -4" : I 5/8 OWS 7" ]" (2) iAd 5/e" A.A 115 _ 2 �I II 1 TIP O [ BOTH SIDES ®12" M 48" I t/z Cox a' 12" (z) I6a 5 /8' A 3] . g 1 N 4C-2 0 - 2 x II l 11 A III FT,, ONE SIDE 0 5" H 32" p -. ll L:1 .`1" - P4 ECM ili II x I .44- STRINGERS I STAIR I I C J 0 -.2 i'� SHEAR WALL NOTES. LANDING NG '� ®- J( ® 12 "OC 1 'I GLTS / - . e e 1. BLOCKING IS RF Ol11RF.D Al ALL PANEL POSES EXCEPT WALL.. C1. C GL- 3Ax9 an 314.9 GLB SA x 12 GLB fl F - - 1 f f i r r 2. NAILS FOR PLYWOOD PANELS SHALT_ BE 100 COMMON OR GAL_ V. BOX. it ` 1 ] n \ - F3 � � F4.0 O - F4.0 0-2 ( IOd NAILS SHALL HAVE A DIAMETER = 0.148 21 I I n K -2 - ,1 l t.d / ` I I I I R -2 Al i 3. NAILS FOR 5/8" GWB SHALL BE 6d COOLER FT'. m . ` J y- ■ - l it -- - O - 4. 13 GAGE STAPLES OR .148 P -NAILS CAN RE USED IN LIEU OF vQ �0 _ IOU NAILS. Ol 4 0_1H 3Ax9 O I co co >(' 2x12 , S 4tESILIEND CHANNEL (R /C) MAY NOT BE USED BETWEEN SHEATHING I I aZ GLB 3 �� SW1 I /,{ AND STUDS AT SHEARWAI-LS. r) . =10 ® 24 "0C - a N < 1 • m c � 3 0 7,,,-"' e la e - -T -- oo l CI �J F5.0 J LI c0 F- _ `� n bah *�� 6, ,,,+' [50 y + Fs o °" Ww U ' ' S 2 y y 4 Q CJ UT Ol A �� BEARING WALL S S CH E DULE , - 18" /SSI -425 0 24 "OC U ® K-2 WALL FORE LOCATION PLATE SIZE STUD SIZE & SPACING d I O ° mo II (A) 1PHI AL 2 X 6 L x 6 ID 16" -_1 G) o \Q , ORIENTATION , O -2 - � ` - -� a'3� WALL I. SEE SHEAR WALL SCHEDULE FAX WALL SHEATHING, BLOCKING, PLATE ((((����//// BELOW ® I , NAILING, ANCI (R BOLT AND HOLDOWN BOLT REOUIREMENTS 1 '� I O 2 SEE SAWN LUMFJIR 51 R11C1 URAL NOTES SI F011 SPECIES &GRAD[ OF WALL • p� �_ „Q PLAITS AND STUDS L O p O_" �{� J� �SWL \ S SECURE SILL f L0115 TO CONCRETE FOUNDATION WITIi 5/8 DIA EXPANSION P ' C � ` S' 7 J I BO LL ®48 ( i/4 EMBED MEN T) UNLESS NOTED O'THCR WISE. REFERENCE T 2 III I - -- • - OA a - - - _ -' - -_ J SHEAR WALT ANF HOEDOWN 'HE (JIII E . . 0 g a� ins � l oves • O2 0_2 O 4. ALL WOOD IN DIRECT ' UN TACT W CONCRETE SHALL BE PRESSURE TREATED >. Q • 1a " /55 425 0 24'OC O s. SEE /sz FOR ToP PLATE SPLICE J = � CEILING JOISTS 2 6 SW INDICATES sHEARWAL.I RE SW SCHEDULE. V 0 2 1 1 1 I 4x6 LEDGER I 7 3 INDICATES NUMBER OF BUNDLED STUDS BELOW BEAMS U. _ Q -2 z I- '^, 12 aO. MEZZANINE FRAMING PLAN Io11). PARTIAL FOUNDATION PLAN • SCALE. A" = l' -0 U NOTES: I) TOP OF SSI FRAMING = I1'- 1033'. NOTES: 1) FINISHED FLOOR SLAB AT ELEVATION IS REFERENCE DATUM 0 0 2) GLUE & NAIL FLOOR SHEATHING W/I00 (0. 148 IA IOd 0 6 "OC 70 PANEL EDGES, IOd 0 12 "OC FIELD. 2) ELEVATIONS SHOWN THUS: ( ) INDICATE TOP OF FOOTING ELEVATION BELOW REFERENCE DATUM. 18 3) SSI JOIST HANGER HARDWARE BY SILVER. 18 USE TF1418 HANGERS 3) SLAB JOINTS 2C-0 MAX. REFER TO S -I, TRADESHOW BLDG 7 FOUNDATION PLAN. 18 I4" /CSI USE TFI410 HANGERS 4) FOR INFORMATION ON BLDG SHELL & FOOTINGS RE' TRADESHOW BLDG 7 PLANS. N 2.12 USE SIMPSON LB212 HANGERS FOOTING SCHEDULE 4) TOP OF STEEL BEAM FRAMING = [I1' -8 "]. M ARK SIZE REINFORCING G� p .10 CA N '5 co.. rc JP-G 19 4 ppp W Id F30 3' -0" x 3' -II r Y -0' 4 - g5 EA HAY BOTTOM , 1 99 5 O a Eu .. ' 4'.0' 1 4' -0" x 4 -0" 5 -N5 EA WAY HOFTOM AQ� j RE BUILDING PLAN FOR ADDITIONAL INFORMAl10N (GATEWAY BLOC ]) 1n1 IS1 C' . I:4 Z p1l \L RECEIVED L 8 CTTY OF TUKN/ILA C� AUG 1 0 1995 PERMIT CENTER TEL. (206) 324 -6160 FAX (206) 324 -6248 RICHARD HUDSON S _ 1 q &ASSOCIATES, INC. CONSULTING ENGINEERS I 1605 12TH AVENUE, SMITE 18 OF 2 SEATTLE, WASHINGTON 96122 ...., .. .:,IMP I "O( NO WALL ABG-' ✓L �I a • • 1 , 88NEL JN 5 9 48 "�i• -. t',I PANEL - �IMPSON LTTI9 44 48 O 16d , 0 ,2 -OF t h • 1 2. •.. - 2.. -. - -�� / NA'. .II.E -..,_. �__� IN 0 - .. • .... MIN. lW s x ' i' -- s. FL JOR • _ ` .---g • F • _... '4 •, 1 - -NAIL 1 W !t() TO LEDf.fN / r- 512215 STRAP TEL FNIBLF \ - -2x IF � , n y�J -- • I_ -' '\ TOP IP / RE. SHEARWAL I .N _ W/3-4," m B W.H. SAM. / hx8 x % 8" - _ - - � - - _GISTS 4x6 LLD(,IR - - -- - -JOIST WEB STIFFENER -- I - -- PLYWOOD ' W /6 -�'m x 8 W_H S PLAN _ RE' PLAN 40 A B @ 24'OC \ RE: PLAN =-� L I kL. PLAN_ 4 . ,- n Eft 08, \ " LEDGER ! � \ 4 FLAT BLKC 1 1 L 4810 LEDGER JOISTS '� 1 W/Z LIPS ®a8" C ! of 5 o C m PLYWOOD i.p - ± 12 3 �� 1 FIRST THREE BAYS — T,II N -�. CT] l (MIN 12 D') RE -- : PLAN m J I -\}...8,. - JOIST DOUBLE TOP M 7" J _ -- 4x4x BGA. 1AB e 71H \ W O LEDGE }CREWS HANGER 4 - 3 7x E T R __.� a t 2" --- El 3 W ., - -. — .1 Ya PI YWO J0 - -B I I 1 .•• S,, _ RC'. SHEARWALL 2 y SCHEDULE FoR STOREFRONT I -- - _ - - - -- I' STOREFRONT NAILING 4 5 WT Nx16.5xE -0 RE ARCH RE ARCH_ 15 "O1' �! 7 • W /4- '/e 0 A325N ' IN SHORT SLOTTED - -,,.� HOLES. i t SECTION A -2 SECTION B -2 SECTION C -2 SECTION D -2 SECTION E -2 ' SCALE 4 - 1' 0" SCALE Y' = 1' 0" SC AEC' Y - I 0" SCALE. YG - I 0' ' -0' SCALE Y.' - T -- B M8 x 0 _ FIELD HOLD AT 10 8I RF: PI. AN �I N ABOVE IM O WALL W/2- l6d 48 OC z ...757 N_ W W/3 1/2'0 A325 BOLTS \ ESN & WFB TR 55 TOP IP WIDTH =BEAM HANGER - `' FRAMING ABOVE {{ u 1� IONTRA!TOftB OPTION. / ,IEEE NF.R - JOIST �43 - PLYWOOD SHORT SLOTTED HOLES. / PL YWO T PLYWOO - -- S�iAGGEREJTH WEB STIFFENER -� \\ AH VE FRAMING /' RE ARCH / / HE: PLAN o / LL JD +. \ 10 ARCH . WLO STIFFENE R -- W51 BLOCKING E /'2Vx -- r ._._ -. - m M.B. ®24 )C \ \ / L 6 ,7 j ' 1 EA SIDE -_- \ / 1 FEL OcKINf . _ _ -. -. , -__ .: - - �. SUB -FLOUR \ \ \ IOj l� fi" _ / OP P, x �,. PLYWOOD 0, I - - '.. -'�' s �"—' _51w - - _ ca STIFFENER 'I __ rl1 DOUBLE TOP N -- - -- -- -- 1 L 117 It -. 1h �C P I I a -' J. - t \ - -_ _ �I. RE PLAN %/- WCAL STUDS } V'1� 88 1W.; l FANIL EDC p ,e (. I NAZI WM r nN ,O O _ .,, ... ... WEB STIFFENER a FO 00 IP h 7 0 7" - -- NAI ALE TOP ft' - 1-11_1 (LANCER _ CD - i WF BEAM WF BEAM JOIST 1 ` BEAM - HANGER .1015 I E. ARCH. TOR rO m Z } `-2Y RE . PLAN RI El AN \ R!' PLAN -. ` BI M WALL ELEVATION) r' ol zi WI BEAM RE: PLAN RE PLAN \ _ sr , Q -" -- WT Sxlti.5x1' U" `_ .. ,,,,,/,;„_, _ x -8 WE: PLAN / 11 \ ( A PLAN r1 � Q W/4 a'm A325N 2x S TI . D WALL - , W/2 Y. 0 M.B. -- ' m M R -.0''',.0-' T.S. COL - - T S. 686 - - - I"LL_FI_I_r AM LNG RE'. SHEAR WALL PLAN -- .10151 0 0 � RF PLAN -- E - 1_S 5x5 RC'. PLAN I �1 W 1 - • . t I I - P �RP [N U 1 0 uLa,R z 11 TIO M -2 SECTION F -2 SECTION G -2 SECTION H -2 SECTION J -2 SECTION K -2 SECTION L -2 SECTION I I' -U' STALE Y.' = I' -i1 lc 4LI Y.' SCALE Y." I' ��" 088, I SCALE Y" = I ,• i? ' -0' IHUI ;IAN F12 -- \ Nf;E2 AN 16'OC > a ICI Y o RN U E 2 14 IUT HI STRINGER ��JJJ RE PLAN \ / MAR 8 F.A ILF F' 1 ` _ MAX TOTAL RUN = 1`' F PTx w /as'm ESP. B• LT , N 4e"oc - , 0 I b95........... 0,,,,, 2 I �IH -- /� ".1 1' CC RE PLAN \.. - RISER 3 I 0 �... 1 MP <I)N \ _ -_ AL. AR, .H. N ; TVP 4 1L ,78-8---8--,, PL YWC'VW SUBFLOOR- 1'10- ,I IPCC' } . . \ TREADS & R P SECTION B01 OM M I'm iontrages Zi (4 I N 1F �, b - TT Sf Alf P. 1 -0 � -2 AND SF HE DILF ONS. \ W %I( ® I2 x,: \ -- - cv F UB R FLOOR LL Q 1) H1 FIN PI AN 1 LOW HMI DOWN v V L AL AT - 1)BI r iI li, RE JO PLAN .I> Q o `a„ -.DINT 1.I 11 ..� --- . 2 -J r . `:, T!JD ":> rl Al F GHAL H L DOOR NUMBER OF ST TED AT THE ELL 1.1 AS[ \ W 0 0 ,A S y 1, f n ntwl III - -- - Z {'� 12 I. �DU1 noNA o ISOLATION 1 �E rq / }= UDS -- -- SUD !UDC b • C8. T.. '01 . �' , i RE. HOEDOWN SCHEDULE T iY TEL A1 28 S lr (, 1 - (11' r -- 1 Y )- x3 - - Tu...\ n 1RIV RA" ' PIRG IP -- RE PLAN / F JR OpUN II ktiUNK HEATHINr w 4 T'a'm POP BOLTS r --'144,, SN 0 ',MD @ 36 ')C BUNDLES AI A, RI O'D\ -.. °1Tp" BLOCKING ARWAII SCHEDULE ex °,- - iT 11.88 HANCEfi W / ( I 1 VOW' N A o . - : x DTI SILL I EUGE ___ L. TA ' , I L L I W /WEB STIFFENER N (EMBED MIN) ISOL A LI DIAMOND T_5 C01_- _ � }1 ®HANGER 7YP .D A COL_ j �, JDS / 0 SHEA THINM N {" 1 � / FEI 1E ARWALL 1' LEVELING I p LL E �`FF- - 14 FRI` `. y GROUT r � � -_ _ - -_ ___ -__ f I IRE A TED W A 0 ONC SLAB I HEDIJLE M B. ') EDGE NAILING U lAl 1 _ J I n 1,.. /8 TO P OF SLAB W /FV2 L PR VDEDULE 11 �\ ` IL LC NAILING ..E SLAB 4 SLAB ON GRADE S(.HEiIUIL Z HE_ FTC 8 I- L 'r gt.AP . c1 q- \ g L DETH EXISTING ') • .EMBED f = SCHEDULE I 1i' r l I - o f RF SHEARWALL ',CHI Pi, K U ,� t OL r TG . y 0 SIML HOEDOWN F_� '.1 I I Y _. P.T_ R �0 \I K L _ a SEWED I x3' CLR i - 1 i O 4' I x -.. SIZE & RUNE l �_ ,--- H OT IOM \ Z Q� F lI , FOR ETC SCHEDULE :.- l'-°n, iYP H u • REIN' RE. R I �' p� TEL ( 2O6) 324-6100 , l y 19 FAX (206) 324-6248 ::_iieNi___,.(-i RIC HARD HUDSON '� '_HOLDOWN 0 -,I' - - -- s _ 2 EIJNDnnoN - -- % @ \D S' & ASSOCIATES, INC. S RE PLAN \-\1- CONSULTING ENGINEERS SECTION N - -2 SECTION P -2 SECTION R -2 SECTION S -2 SECTION T -2 r1E0EIVE0 I805 12TH AVF.NUF. SUITE 10 CI7� OF TUMNILA OF Z SEATTLE, WASHINGTON 98122 TT.. G 1 n 1905 SCALE ' 0-0" SCALE: Y, 1' -0" SCALE 18' _ I 0' SCALE. 45" - I' 0" PERMIT CENTER �....«- �miw.^!^.'T ..ti'x+nK+eMTa mom... -r�rm� l:.w crnE.^ r .�.. . _ r�r< .._ r. 1 1 �'errmirrrtllunlrrrrlrD '< nrm rrilllltTlrrnrrnlrnlrn tttvr nrl "rrrn'lrrlmlrrrllrl - fir r �'r IYnin"nlf� a,..l. 'v^ r�,.,u, � I I 1