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Permit B95-0359 - GTECH CORPORATION - RESTROOMS
City of Tukwila . (1. .% (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0359 Status: ISSUED Type: B -BLDG Issued: 12/11/1995 Category: ACOM Expires: 06/08/1996 Address: 12694 GATEWAY DR Location: Parcel #: 271600 -0020 Zoning: M1 Type Const: III -N Type of Occupancy: OFFICE Gas /Elec: Wetlands: Slopes: N Water: TUKWILA Sewer: SEPTIC Contractor License No.: SOUNDSIO55KD TENANT GTECH CORPORATION 12694 GATEWAY DR, TUKWILA, WA 98168 OWNER KAISER GATEWAY AS SOC, C/0 BEDFORD PROPERTIES, 12870 INTERURB,.SEATTLE WA 98168 CONTACT ROBERT W..MABEN Phone: 360 943 -4650 320 WEST BAY DRIVE SUITE 212, OLYMPIA, WA 98502 CONTRACTOR SOUND; SOURCES,INC. Phone: 206 402 -1818 17025 WOODINVILLE REDMOND RD, WOODINVILLE, W 98072 **** * * * *k * ** ** * * *•k * ** ** * * * * * ** ** it*********• k• k**** k ** *** * *•k * ***•k * *•k * * *•k ****** Permit Description: CONS‘TRUCT NEW NON - DEMISING. WALL INTERIOR PARTI- TIONS, SUSPENDED CEILING, AND NEW BARRIER FREE TOILET ROOMS. SETBACKS Units: 001 Front .0 Back: 0 Buildings: 001 Left: .0. Right 0' ";',` Fire Protection: .SPRINKLERED UBC Edition 1994 Valuation: 200, Total Permit Fee: 2,293.46 *********************• k******************** kk** * * * * * * * * *** * ** * *k **k *k * * * *** • ia-- - . 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 any other state or local laws:, regulating construction or ::the performance: of .wor.k.•`'` ani authorized'to sign for and obtain this bui,,f ing permit. Signature:_ ___ Date .L2r.zi i . Print Name :_xl _ . , 1_S� Gr.Jv,lj 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. k J� h'��; . CITY OF TUKWIL!( �X.s. Department of Community Development - Permit Cente ri: 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 c ' --` 1908 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER Gil rpovo-kiofl SITE ADDRESS SUITE NO, RS O1 I Z (o°I U Cio`kpkA)c y. �___-, 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. DATE . ::. ... DEPARTMENT DATE IN REQUIREMENT / COMME APPRO _ • BUILDING - 1bw2i . t CONSULTANT: Date Sent - Date Approved - initial review (t( u- (ROUTED) , FIRE it / .. . c FIRE PROTECTION: Sprinklers 0 Detectors N/A FIRE DEPT. LETTER DATED: //- / . .5 INSPECTOR:- s rp n INITJCt }/p O PLANNING i v' ZONING: jBAWLAND USE CONDITIONS? ( )Yes r ) No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- • PUBLIC t (3,511:01 '2 tct UTILITY PERMITS REQUIRED? i♦ ��' No 1r � PUBLIC WORKS LETTER DATED: WORKS INIT: 4 ' O OTHER INIT: Al BUILDING - 1 I- (5 TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT: t-u-"` Yes O No r l 'BUILDING )1 -)5'_ -' OFFICIAL INIT: ,- . REVIEW COMPLETED AMOUNT CONTACTED OWING: e' • 11/1.. - / / . • ' DATE NOTIFIED 11 4 CP- I IF BY: / E �= (snit.)' t► I ll► 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: 4Mq1. (init.) 01/08/93 BUILDIk PERMIT ri � APPLI CATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 206 431 -3670 ' .DESCRIPTION AMOUNT:: RCPT DATE BUILDING PERMIT FEE: s�1�b ,� '" PLAN CHECK • PLAN CHECK FEE • NUMBER • BUILDING SURCHARGE A 'LICA7 10`l� "''!iIIU T . BE OTHER • r e h t�,;`�rf,. i✓IL ?�%ED, la U 7,.gpIVIPLETgLY` SITE ADDRESS 12694 Gateway Drive SUITE # VALUE OF CONSTRUCTION - $ 200, 000.00 Tukwila, WA. 98168 PROJECT NAME/TENANT Tenant Improvements for ASSESSOR ACCOUNT # 271600 -0020 (R Bi GTECH CORP./ Wash. St. Lottery TYPE OF • New Building • Addition RI Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construction of new non - demising wall interior partitions, suspended ceiling, and - e - l trystems and new barrier free toilet rooms. Modifications to the existing fire sprinklering system to extend coverage to new room layout. BUILDING USE (office, warehouse, etc.) Combination of office space with computer data processing center and warehousing of ticket stock and on -line game machines for the Washington State Lottery. NATURE OF BUSINESS: Data Processing (back -up facility) for Washington State Lottery WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building: 86,448 SF Tenant Space: 5,660 SF Area of Construction: 4,100 SF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No ® Yes IFYES, EXPLAIN: COMBUSTIBLE: Palletized storage of Lottery Ticket Stock not exceeding 12 feet in height. FIRE PROTECTION FEATURES: Q Sprinklers El Automatic Fire Alarm System, PFOmper' Rga1Ngstate Management Company (Rep.: John Gleason) PHONE (206) 241 -1103 ADDRESS 12720 Gateway Drive, Suite 201 Tukwila, WA. ZIP 98168 CONTRACTOR Not Yet Determined PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT The BJSS Group (rep.: Robert W. Maben, AIA) PHONE (360) 943 -4650 ADDRESS 320 West Bay Drive, Suite 212, Olympia, WA. ZIP 98502 I HEREBY CERTIFY :THAT: HAVE: READ' AND: E XAMINED: THIS! APPLICATION:::AND .KNOW: THE<S:AME<:TO:; < >:< : BE'TRU_E AND: CORRECT :AND'!1 AM: AUTHORIZED TO APPLY FOR. THIS. >PERf1MIT ... ;_ BUILDING OWNER SIG, UR ` The BJSS Group (Architect DATE 10 / 23 / 95 OR P' INT A E ! / (� `` i PHONE AUTHORIZED Robert W. Maben, AIA (360) 943 -4650 AGENT ADDRESS 320 West Bay Drive, Suite 212 CIT4 Olympia /98502 CONTACT PERSON PH ONE Robert W. Mabe (360) 943 - 4650 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the y and follow the plan submittal checklist on the reverse side of this forrn. Handouts are available at hich provide more detailed information on application and plan submittal requirements. must be complete in order to be accepted for plan review. UCTION Valuation for new construction and additions are calculated by the Department of ent prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to subrnitting es, a valuation amount should be entered by the applicant. This figure will be reviewed and is vision by the Building Division to comply with current fee schedules. ORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor Au whit rcturry technology/IL of Washington, a notarized letter from the property owner authorizing the agent to submit this d obtain the permit will be required as part of this submittal. ROBERT w. MABEN EVIEW Applications for which no permit is issued within 180 days following the date of applicaton shall AIA The building official may extend the time for action by the applicant for a period not exceeding 180 quest by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). ASSOCIATE be extended more than once. 320 West 13a) Dr., suite 212 have any questions about our process or plan submittal requirements, please Olympia, WA 98502 t the Department of Community Development Building Division at 431 -3670. Fax: (361) X 357 9022 PTED DATE APPLICATION EXPIRES t o a u q5 Lt- at-t- c1 c,0 10/22/03 BUILDIN -3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 • DESCRIPTION AMOUNT RCPT DATE BUILDING PERMIT FEE PLAN CHECK �r • PLAN CHECK FEE Cb NUMBER - 'i O BUILDING SURCHARGE 4,t3o r , A i t ICA TION �llnir! T BE OTHER Q , SITE ADDRESS 12694 Gateway Drive SUITE # VALUE OF CONSTRUCTION - $ 200,000.00 Tukwila, WA. 98168 PROJECT NAMEITENANT Tenant Improvements for ASSESSOR ACCOUNT# 271600 -0020 ( g1 GTECH CORP./ Wash. St. Lottery --- TY7: 3 E -- 6T -- 0 New Building U Addition OD Tenant improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof ❑ Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construction of new non - demising wall interior partitions, suspended ceiling, - - - and new barrier free toilet rooms. Modifications to the existing fire sprin lering system to extend coverage to new room layout. BUILDING USE (office, warehouse, etc.) Combination of office space with computer data processing center and warehousing of ticket stock and on -line game machines for the Washington State Lottery. NATURE OF BUSINESS: Data Processing (back -up facility) for Washington State Lottery WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 88,448 SF Tenant Space: 5,660 SF Area of Construction: 4,100 SF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No a) Yes IFYES, EXPLAIN: COMBUSTIBLE: Palletized storage of Lottery Ticket Stock not exceeding 12 feet in height. FIRE PROTECTION TI TECTION FEATURES: t3 Sprinklers Q Automatic Fire Alarm System Pf e Real Estate Management Company (Rep.: John Gleason) PHONE (206) 241 -1103 ADDRES 12720 Gateway Drive, Suite 201 Tukwila, WA. ZIP 98168 CONTRACTOR Not Yet Determined PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT The BJSS Group (rep.: Robert W. Maben, AIA) PHONE (360) 943 -4650 ADDRESS 320 West Bay Drive, Suite 212, Olympia, WA. ZIP 98502 I , HEREBY CERTIFY THAT:1 HAVE :READ <AND :EXAMINE . D THIS!APPLICATION AND KNOW THE SAME TO BE TRUE 'AND. CORRECT, AND a'AM AUTHORIZED : TO; APPLY. FOR THIS : PERMIT :. . BUILDING OWNER SIG The BJSS Group (Architect DATE 10 / 23 / 95 OR 4� fit! l'l AUTHORIZED P INT A E Robert W. Maben, AIA PH ON E (360) 943 -4650 AGENT ADDRESS 320 West Bay Drive, Suite 212 CITY/ZIP Olympia /98502 CONTACT PERSON Robert W. Maben PHONE (360) 943-4650 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. VALUATI; N OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE A" LIGATION ACCEPTED DATE APPLICATION EXPIRES 1 0 a� - 95 a a c o {V 4 4, 4 • • .." GENERA 1391.75 TOTAL 1391.75 ***A-A*ii.k..%**.A** ****Ak**********Ak*A****A*A7**A•ki*****k*;' CHECK 1391.75 ? CITY OF TU K. W3:1., A WA P. ANSMIT CHANGE 0.00 * * +tic * * A 4 tl .A..k .10 • A * 'dolk"e** * * h * * 'A /* ims. A •Ariqe 0703A000 16;20 TRANSMIT Number : 94003331 Amr.iurtt 1. 12/11./'95 11. :16 Payment Method: CHECK Notation: SYNERGY CONSTEIC In it : SLB Permit No: 093-03,” 'rypet 0 I L I) I NG PENNIT Parce 271.600-0020 S ite Address: 12694 GATEWAY DR Total Fees: 2 This Payment 1.391..75 Total ALL Pmts: 2.293.46 Hal once: .00 Account Code Descr 1 pt ion Amount 000/322.100 DIJIL,DING NONRES 1., 8E 000/386.'304 STA TE BUILDING SURCHARGE 4.30 , , „,„ 'AS thitt , a . • • 1 1 I tr,..;i ;: :;., M 4 , .' !•1'• ., .: r!.. .. . , . s r . e..-, ..,• - Po r -." r w w ^ ^ TM a. • e, :r ;r., t;' i 3 a vr..c... F ,' n " .'..%., • , i s _ i .(, . �4"fi � {�: : , r ` •na' t i . i ■ � .. t .; t «�.r t r • w C ■ yy ;y GENERA 901.71 4 kfiA., t•F•sl4. *,h4 ,t•k k•h A.A *A. * *A4 ** • **4 14.1;* ksV,!•, 1, kt ksl. t, kfi *AA•,k•1;,VA••k, TOTAL 901.71 1 t: T 'C'r OF C U K W 11.. A . WA Tit G hi I A hi 'f Ct IEC4t 901.71 i * A 4,kA**A,VA * ,t *Ao••!l•h **A•hA•,l 4 •Il *,t•kg ,th** A• kA'M.A`*5t'`k•A*,tk,k•6.A CHANGE 0.00 TRANSMIT Number: 9400314 Amount: ` 01.71 10/24/1`.0249 36 7313A000 10 :28 Payment Method: CHECK Natation: THE BOSS GROUP • Znit: £L.41 Permit No: 095-0359 Type: E3••UL.DCi E41.1I;LDI:NCi PERMIT' ' ,. Parc'c1 14o,: 271600-0020 lite Address: 121194 GATEWAY DR • Total Fens: 2.293.46 This Payment 901.71 Total ALL Pmts: 901.71 �` Balance: 1 1 391.75 f st tV A• si ,k ,t •1; ,l 'A d ,V• * * ,} •k is •A• ,t A• •A ,l ,k ,k *• •l. 9r sl . ,k •k s4 •k •k k k ,t tk k ,t >t •k ,k A• •A st ,k 71 sl * * * * `A• !+ t4 k 4 * k •h * {t ,l• d4 ,k .I Account Code Description AITIQUn t . . 000/345.91.0 ' PLAN CHECK •- NON1 ES 901.71 • • I`,. + C.I ' .:,, C : t i . l F • +, :t! a; r i # r,• ' t ,gi.!�( r Y' +7.,: .. . , t ny /1Y14, -' i 't' r ), Yi, n':.�.,. f!36 +:7.,u .1!1 >.4,!4,.`�M l .ti..,1 ! ?+U' i f. i iif�r�'r�:Aiti 1A fh.Win'.4. i ii.rt. { i, r rc: i•I�i4e41 11. 6iti a'? r?irrC > N!lnY -'C Y}�p 13:7Y 1it4•SLlit.!'' t INSPECTION RECORD ' - I Retain a copy with perm + � 'S"'.w 03 ; { INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 ' jp (206) 431 -36 0 Project` "" Type of inspectio l ; _______T Addre 6, c/ es.frat Date called: -3---57-9‘ Special instructions: Date wanted: a.m. l-) ciLM3 Requester: • Phone No.: tr Approved per applicable codes, 1 J Corrections required prior to approval. COMMENTS: ,_... I � ; j 4' Inspector: G4. 444 Date: r 1 $42.00 - EINSPECTIO FEE REQUIRED. Prior to inspection, fee must " be paid at 6300 Southce ter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.; Dater i I �..a s3. .. ......_...._....... . .._. . _ _ . __ _. 'u;.. _ u _,._ t ...,...1 1. .. .,. • , 1r • I. : 5""' I NSPECTION RECORD " 4. -- - Retain a copy with permit >• c� ' 0 INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION _ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 (206) 431-3670 L Project: 6 _ n h Type of inspection: i ( --i,ie G„ ..t r Address: " Date called: i y l2(p6046-. , c l e4- 0 Special instructions: Date wanted: I l i L P.M. Requester: r Phone No.: U Z 1 z l C/' Approved per applicable codes. V] Corrections required prior to approval. z. COMMENTS: ., _____ ._?)_ JO eCk(t lnj CW i V � ire . 2 — 1 t4S0IUv'rp re ctirecl ov`e,� �1 f nv .-7-b CA LA l ru � 1.'1.,1_ , fi r . ; 1r Inspector: Vst.41 A Date :3 f $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: q ti l ir .. r a ,,.... t . ,,,..A.,,Si'.Ys41iitt e.4, .A .rt!MSIr1 , a.s,..wC ft,.. ... , — . . — _ __..... ... • s.. 4 4 44 .. .... .., f .' r � . _ , _ e. INSPECTION RECORD , n ; Retain a copy with permit b ,•:', • • INSPECTION NO. PERMIT NO. -,, CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 9818.z-i (206) 431-3670 ..., . PrAQstr tat C g... Type of C A fi 6 C4 I f___6/1TAIA N ( bi2- Date called: q _ 9 cv r Special instructions: Date wanted' ......". . . c S i4 RequestQP1 l 0 LE6 1-2 4 4 C- 6 -- : Phone No. i ( ..... 6 I - 5(09T n , 1 i Approved per applicable codes.' fiklq Corrections required prior to approval. .. ? r! COMMENTS: ‘. .. L 1. ( o(A-4.... 5 STA-vt * o0 — 1 . 1;2 1 :. , A , L -o . . .., p i i . .. 1 , .. , .. , • , . , . , ' 4 ■ ' ''' P. ■ ' , ' .., . . ' 1,„.. ,, ,.,' ;. r , , ., i• •". ... ■'',' i :z , , tet7,' '01 ' ' '.. t ,‘ . • tt" ,'*' ,:t t 4 ,,,, " =, ,..„,"' • t,' ,; t t ` ,, ,...','" ‘,1 s - •," * ' '' * '**,,, tt's r , ` , , ' '' ';', t* ' '," . ' *. ‘ t ' ,,. , .„). ' ." , ' ''.• , ' 7 , '' t ..‘. ''. * ". **`'.** tt. .:* . ' ** i' ' " / ."' '''' •' \ ''' - ..', .tt - ', ' T ° - 1, .. ''' -.. , '. [inspector: I\ Date: t . , ., . -.. '",-- 1 I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Rece ipt .. ...;,.;,,...«.t.....,, , .... , .,..s.- , ,,,,,,-,. 4. ,,... necelpi Ivo.: Date: ? ' , , ' ,.. =•i , ,,: ..., .,. I 1 , -- - -\ ‘,.. C --I 'INSPECTION RECORD 1M Retain a copy wfth permit C6.5 7 , PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Vi l (206) 431-3670 Meet . - - Type of Inspection: G v \h Address: / Date Called; i 2.-(p 9 ( Cf."1:msw Special Instruciions: Date Wanted: am pin. 3.5o Requester: Phone No.: , - fikApproved per applicable codes. 0 Corrections required prior to approval. . COMMENTS: , • , . . . , . , . ,', . .; ' •,, - , ' ' ‘, ' , ,',. - , . . , ib, • , , . • nspector: d rkrenmilinirillMill i, jz.....„ , co , , N • s , ' El $343.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. MrKlo e: .L.,„.0,...:•1 . ', • , , . • �..».. .., .._...,,,..... r....,,.,. ...,......._.. .__.... ......,�..+..,. x+.w. n�ru.: c:.+.... •....a..++, w +r.+" "saz.'yat,wsi'ru= c.�wt.a,. a.. C. . 7.-- INSPECTION RECORD' s Retain a copy with permit 03 -9 1" • ' -,.1 ` • . PERMIT NQ. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ►n tr (206) 431 -3670 t ro ec : ,.± ' Type of Inspection: Address: ( 2 to q q 6-14 .V/t. Date Called: / , x Z y , 1 Special Instructions: Date Wanted: / ( 6; 4 - �,ovC �--- Requester. i Phone No.: of 6‘r, s P , Approved per applicable codes. ❑ Corrections required prior to approval COMMENTS: *d t. Y F ' Inspects. �-" Date: .,,W •, - .2 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. . tit 1 1RecetNo.: I u4e: t A y - _ . _ , ..v .. . a. _ s.... s. _ . _ .. i;.. ,.. t.:.• ..:d : . c a l ' : n hie 'F iV0,1 ..,....1 • ii...4t.::i irat.t i!x "Sa d y'> :uAaa.L...n a.YCti....4 t. El 1 INSPECTION RECORD 03-S 7 Retain a copy with permit 9 • - ., , .. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 N \A'ak (206) 431-3670 irriar hi Type of Inspection: ricAiin pi 0. ' Address: Date Called: 1 , 6 /6 (:41v A , . , Special Instructions: Dale Wanted: ,....6-....4,-- anC) Requester: / ied 6 Phone No.: 0 Approved per applicable codes. pk required prior to approval. • COMMENTS: „ ,., , . . , ..-- --k.,...--c-T Apeo...,v„1.....-... • „ A...trt3. nI4c.A 0.44A 'tw-Q I ow- to cavt,m.......... vlIkriA. 5•4.104101tY.A. PJ 0 !Ka ) • ( r'rr 0 r C- i A 1 ILZ CO WiN44 / t•J WC i A IL cA 1Ne-tr 41 PA ( P / 1 0-.;Th' SW-- C Al' 7 R-oti 1 W\AICA4 isf\N't• (4 Pew). 6 s•FIF-tJ An) s) ArNa...3-■ t, NT . - (4) $■Pc`a4N Ortdi.—. tpil 1.-t.,— c.-1.%se i r . tikA:r . . . , , . „ . . , . , . . . . .. . . , . . • „. • . .,. . rnsPector: deaf! CI $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , Recect No.: Ode: ' ' • 7 7'; r" 1r7 ; ;,7 r.z"..;;;; ' 77+70- '7 'sc "' - ,r7 .... 1•112.4, (. ........... (...1 fr itc City of Tukwila John W Rants, Mayor '1 - Department I Thomas P. Keefe, Fire Chief , ..................... jir TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. , 4 Project Name - Address /2_9% t L// Suite # C/ Retain current inspection schedule X Needs shift inspection 4 i< Approved without correction notice Approved with correction notice issued 3 1 Sprinklers: - S Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: A - 105/4-A-7 2- Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: PON 575-4404 • Fax (206) 5754439 - - ( CITY OF TUKWILA Address: 12694 GATEWAY DR Permit No 895-0359 Suite: • Tenant: GTECH CORPORATION Status: ISSUED Type: B-BLDG Applied: 10/24/1995 Parcel #: 271600-0020 Issued: 12/11/1995 k**k***k*k****k*leklek***k*k*klIkk*kk*Nkli*kkk***kkkkh4likkkOi.kkhiP4414hk.kkkkAkkAk4 Permit Conditions: 41ALL 1 PRIOR TO FINAL SIGNOFFAPPLILA NT ,RE1URN METRO SEWER USE CERTIFICATION TO,PUBOC AND MAIL METRO BUSSINESS BECLARATION,TO,METRO„ 2. No changes wilry6e-madeto the :plan sunless app the Architect or tfierukwilaBuitdingDivtObn, 3. Plumbing perMlts shall be obtained thraugh County Devarfmen,t'of Plumbing will be inspected':6'y that agency ) 'inc1,u4ing all gas pipthg, (296-47112)/. ' 4. Electral permits ,shall be,obtained the Washingtohl,,, State/Di'vision of Labor; and all el,ectri'cal workiWOCbe inspected by thOagency (248-6630). 5. All Mechanical work shall be Under separate permit'dsSued:;by\ the/Citv.of Tukwila. 4, ; 4 6. All, permits, inspectiom records, and approved plans shall be available at the job it0 prior,to start of any con-: strUCtion. These documents' are'td'bemaintained and a v a i l - a b l e until final inspection app ova) grarited. 7. Partition walls attached, to 'Oe)ling grid must be laterally ' braCe'd if . over eight (8) feet in length. 8. AlLponstruction to be done in Conformainte_with approved ' plans and requirements of the Uniform .Building Code (1994 Edit,ion)as. amended, Uniform Mechanical Code (1,994 Edition), and Washington State Energy Code ,(4994"\Edit , 9. Where is to be installed ,on the grid, light fixtures must be IC rated fiXtOres'; OR a method for "tenting" the fixtures must 'be provlded,,to insure that,,a minimum,'of 3-inches 'clear space is provided 'between lation andlight,fixture at all sides and over to'1.01f each fixture. COMPLIANCE WILL BE SUBJECT TO 'FIELD INSPECTIQW'' 10. Any new ceilfng,grid and light fixture installationTSV required to meet, lateral bractng reqtarements for,SO Zone 3. - In lieu of a specifl,c lateratforce resisting design for the ;upended ceiling systelo,' install- , ation shall be in accor,OhCe with UBC,St46rd 25.210, Part 111 COMPLIANCE,.W41Bg SUBJECT TO FIELD IN- SPECTION. 11. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13. A CERTIFICATE OF OCCUPANCY. WILL BE REQUIRED FOR THIS PERMIT. 1994 Washin •ton State fkretnresidential Ener• Code Com • fiance Form - Electronic Beta Version Li • hting Summary LTG -S 1994 Was*.fon State Nonrealdontlal Energy Code Com pnenoe Forma - MY. 1094 Project,Info Protect Address O -T E CH LOTTER'L DATA CENTER Date 10/16/95 GATEWAY CORPORATE CENTER For Building Department Use e TUKWILA, WABHINOTou RECEIVED • Applicant Name: CITY OF TUKWILA Applicant Address: OCT 2 4 1995 Applicant Phone: PERMIT C paGR P Project Description I ❑ New Building ❑ Addition IN Alteration ❑ Prescriptive 12 Lighting Power Allowance ❑ Systems Analysis f Compliance Option (See Qualification Checklist (over). Indicate Prescriptive & 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 ft2" Area in ft Allowed x Area OFFICE BUILDING 1.2 5445.3 6534.36 i i " From Table 15 -1 (over) - document all exceptions taken from footnotes Total Allowed Watts 6534.36 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) f Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed RM 122 8L8 2 -LAMP FLUORESCENT,SLIMLINE LAMPS 6.0 168.0 1008 VARIOUS FL2 2 -LAMP FLUORESCENT,T8,ELECTRONIC BALL 11.0 62.0 682 RM119 FL3 3 -LAMP FLUORESCENT,T8,ELECTRONIC BALL 2.0 98.0 196 VARIOUS PL3 3 -LAMP FLUORESCENT,T8,ELECTRONIC BALL 34.0 98.0 3332 CORR PL5 2 -LAMP FLUORESCENT,T8,ELECTRONIC BALL 9.0 62.0 558 VARIOUS R13 1 -LAMP PL,NPF BALLAST 5.0 36.0 180 t t i Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5956 d Maximum Allowed Lighting Wattage (Exterior) Allowed Watts r Area in ft` Allowed Watts j Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 0,2 W /ft2 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 /If Note: for building exterior, 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 1. 95 -oe55 1994 Washin 'ton State Nonresidential Ener. Code Com ° fiance Forrr - Electronic Beta Version 'Lighting Summary ( k) LTG -SUM 1994 Washington State Nonresidential Energy Coda Compliance Forms July, 1894 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers © Other Qualification Checklist Lighting Fixtures: ❑ Check here if at least 95% of fixtures In the space meet all four criteria: Note: If occupancy type Is "Other" and fixture answer is checked, the number of fixtures in 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space Is not limited by Code. Clearly indicate these spaces on plans. If not 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5-50 Watts, and qualified, do LPA Calculations. 4. Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA LPA Use' (Wlft Use' (Wife) Painting, welding, carpentry, machine shops 2.3 Police and fire stations° 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference /exhibition halP' 2 Assembly spaces °, auditoriums, gymnasia °, theaters 1 Laboratories 2 Process plants 1 ATrcra rep r angars 1.5 Restaurants/bars ^ 1 Cafeterias, fast food establishments° 1.5 Retail A'° 1 Factories, workshops, handling areas - 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops° 1.5 Locker and /or shower facilities 0.8 Institutions 1.5 Warehouses", storage areas 0.5 Libraries° 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages Sol Sedan 153 Wholesale stores (pallet rack sheTving) L5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies excep ma concourse) Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas In facilities of other use types (including but not limited to schools, 1.2 hospitals, institutions, museums, banks, churches) ° Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as stating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor arca and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display iiluminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • . 1994 Washington State Nonresidential Energy Code Compiianpe Form - Electronic Beta Version Lighting Permit PlanL_.Thelcklist LTG -CHK 1994 Washington State Energy Code Compliance Fortin July, 1994 Project Address 0-TECH LOTTERY DATA CENTER 1Dat 10/16/95 l The f ollowing information Is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code Location Building Department show with XX Section Component Information Required on Plans Notes • 1 • 1 - 1 ec on 1( no n.a 1513.1 Local controlaccess "Schedule with type, Indicate locations E2.1 RR no n. a 513.2 Area controls Maximum limit per switch e_ i 1513.3 ' Daylight zone control Schedule with type and features, indicate locations 94.( no n. a. vertical glazing indicate vertical on plans E2, ( yes no XX. overhead glazing indicate overhead glazing on plans yea no x,ki 1513.4 Uispiaylexhib /special Indicate separate controls 1 1513.5 f xtenor shut -off Schedule with type and features, indicate location Yen no }GYC• (a) timer w /backup Indicate location yes no $ .x. (b) photocell. indicate location 1513.6 Inter. auto shut -otf Indicate location yea no .'•t 1513.6.1 (a) occup. sensors '&chedule with type and locations f—.— yea no 114 ' 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans • ` /t ec tons l- or • 1- 40 , : y no Lighting Sum. Form Completed and attached. c e ' u e wi ix ure ypes, lamps, ballasts, watts per fixture - • •- ec on yea no (hlec motor efficiency 1MICH -1140 r or Equipment Schedule with hp, rpm, efficiency 1 1 If "no" is circled for any question, provide explanation: ZONE DESIGN cOOLING LOAD SUMMARY (" Location : Seattle- Tacoma, Washington 10 -18 -95 Prepared By : BLUNT, HAMM, & URQUHART 6100190202 Carrier Hourly Analysis Program Page 1 of 2 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CALCULATION DATA: Zone Name : OFFICE (HVAC -1) Calc Time: Sep 1400h Job Name : WA LOTTERY CENTER Amb db /wb: 81.3/ 63.8 F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LOAD INFORMATION SENSIBLE LATENT LOAD COMPONENT (BTU /hr) (BTU /hr ) SOLAR LOAD 10,094 0 GLASS TRANSMISSION 190 0 WALL TRANSMISSION 438 0 ROOF TRANSMISSION 268 0 PARTITION TRANSMISSION 0 0 LIGHTING ( 1,229 W TOTAL) 3,304 0 OTHER ELEC. ( 1,024 W TOTAL) 3,099 0 PEOPLE ( 6.83 PEOPLE TOTAL) 1,232 1,399 MISCELLANEOUS LOADS 0 0 COOLING INFILTRATION 687 -356 PULLDOWN /WARM -UP 0 0 COOLING SAFETY LOAD 0 0 SUB- TOTALS 19,311 1,043 NET VENTILATION LOAD ( 300 CFM) 2,013 -1,043 SUPPLY FAN LOAD (BHP= 0.2) 489 0 WALL LOAD TO PLENUM 0 0 ROOF LOAD TO PLENUM 0 0 LIGHTING LOAD TO PLENUM 0 0 TOTAL COOLING LOADS 21,813 0 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** COIL SELECTION PARAMETERS: COIL ENTERING AIR TEMP. (DB /WB) = 76.7/ 63.0 deg F COIL LEAVING AIR TEMP. (DB /WB) = 58.1/ 56.2 deg F COIL SENSIBLE LOAD = 21,813 BTU /hr COIL TOTAL LOAD = 21,813 BTU /hr COOLING SUPPLY AIR TEMPERATURE = 58.5 deg F TOTAL COOLING CFM (actual) = 1,100 CFM TOTAL COOLING CFM (std. air) = 1,085 CFM RESULTING ROOM REL. HUMIDITY = 50.2 % COIL BYPASS FACTOR = 0.050 COIL APPARATUS DEWPOINT = 57.1 deg F REHEAT REQUIRED = 0 BTU /hr ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** GENERAL INFORMATION: TOTAL COOLING LOAD = 1.82 Tons 563.33 sqft /Tons TOTAL FLOOR AREA = 1,024.00 sqft OVERALL U- FACTOR = 0.080 BTU /hr /sqft /F COOLING CFM /sqft = 1.07.CFM /sqft ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE DESIGN HEATING LOAD .SUMM f Location : Seattle - Tacoma, Washington 10 -18 -95 Prepared By : BLUNT, HAMM, & URQUHART 6100190202 Carrier Hourly Analysis Program Page 1 of 1 *********,********,*****************,**** * * * * * * * * * * * * * * * * *** * * * * * * * * * * ** CALCULATION DATA: Zone Name : OFFICE (HVAC -1) Calc Time: Winter design Job Name : WA LOTTERY CENTER Amb db : 21.0 F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LOAD COMPONENT LOAD (BTU /hr) WALL TRANSMISSION 1,176 ROOF TRANSMISSION 1,505 GLASS TRANSMISSION 3,842 TRANSMISSION LOSS TO UNCOND. SPACES 0 INFILTRATION LOSS 5,344 SLAB FLOOR 0 HEATING SAFETY BTU /hr 0 SUB -TOTAL 11,867 NET VENTILATION LOSS 15,656 TOTAL HEATING LOAD 27,522 HEATING SUPPLY CFM 279 CFM HEATING SUPPLY AIR TEMPERATURE 110.0 deg F HEATING VENTILATION AIR CFM 300 CFM HEATING THERMOSTAT SETPOINT TEMP 70.0 deg F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE DESIGN f uOLING LOAD SUMMARY \_, ' Location : Seattle- Tacoma, Washington 10 -18 -95 Prepared By : BLUNT, HAMM, & URQUHART 6100190202 Carrier Hourly Analysis Program Page 1 of 2 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 CALCULATION DATA: Zone Name : CONFERENCE ROOM (HVAC -2) Calc Time: Sep 1300h Job Name : WA LOTTERY CENTER Amb db /wb: 79.6/ 63.2 F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** K LOAD INFORMATION SENSIBLE LATENT LOAD COMPONENT (BTU /hr) (BTU /hr) 4 SOLAR LOAD 10,931 0 g GLASS TRANSMISSION 57 0 WALL TRANSMISSION 127 0 ROOF TRANSMISSION 118 0 PARTITION TRANSMISSION 300 0 LIGHTING ( 768 W TOTAL) 2,024 0 OTHER ELEC. ( 320 W TOTAL) 960 0 PEOPLE ( 32.00 PEOPLE TOTAL) 5,623 6,560 MISCELLANEOUS LOADS 0 0 COOLING INFILTRATION 314 -446 P PULLDOWN /WARM -UP 0 0 COOLING SAFETY LOAD 0 0 SUB - TOTALS 20,453 6,114 NET VENTILATION LOAD ( 300 CFM) 1,470 -2,091 SUPPLY FAN LOAD (BHP= 0.1) 356 0 WALL LOAD TO PLENUM 0 0 r ROOF LOAD TO PLENUM 0 0 LIGHTING LOAD TO PLENUM 0 0 TOTAL COOLING LOADS 22,279 4,023 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** COIL SELECTION PARAMETERS: COIL ENTERING AIR TEMP. (DB /WB) = 76.4/ 63.7 deg F COIL LEAVING AIR TEMP. (DB /WB) = 54.6/ 54.1 deg F COIL SENSIBLE LOAD = 22,279 BTU /hr COIL TOTAL LOAD = 26,302 BTU /hr COOLING SUPPLY AIR TEMPERATURE = 55.0 deg F • TOTAL COOLING CFM (actual) = 960 CFM TOTAL COOLING CFM (std. air) = 947 CFM RESULTING ROOM REL. HUMIDITY = 54.1 % COIL BYPASS FACTOR • = 0.050 COIL APPARATUS DEWPOINT = 53.5 deg F REHEAT REQUIRED = 0 BTU /hr ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** GENERAL INFORMATION: TOTAL COOLING LOAD = 2.19 Tons = 291.99 sqft /Tons TOTAL FLOOR AREA = 640.00 sqft OVERALL U- FACTOR = 0.094 BTU /hr /sqft /F COOLING CFM /sqft = 1.50 CFM /sqft ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE DESIGN HEATING LOAD SUM 1 Y Location : Seattle- Tacoma, Washington 10 -18 -95 Prepared By : BLUNT, HAMM, & URQUHART 6100190202 Carrier Hourly Analysis Program Page 1 of 1 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CALCULATION DATA: Zone Name : CONFERENCE ROOM (HVAC -2) Calf Time: Winter design Job Name : WA LOTTERY CENTER Amb db 21.0 F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LOAD COMPONENT LOAD (BTU /hr) WALL TRANSMISSION 490 1 ROOF TRANSMISSION 941 GLASS TRANSMISSION 2,869 TRANSMISSION LOSS TO UNCOND. SPACES 0 INFILTRATION LOSS 3,340 SLAB FLOOR 0 HEATING SAFETY BTU /hr 0 SUB -TOTAL 7,640 NET VENTILATION LOSS 15,656 TOTAL HEATING LOAD 23,296 HEATING SUPPLY CFM 179 CFM HEATING SUPPLY AIR TEMPERATURE 110.0 deg F HEATING VENTILATION AIR CFM 300 CFM HEATING THERMOSTAT SETPOINT TEMP 70.0 deg F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE DESIGN LOAD SUMMARY Location : Seattle- Tacoma, Washington 10 -18 -95 Prepared By : BLUNT, HAMM, & URQUHART 6100190202 Carrier Hourly Analysis Program Page 1 of 2 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CALCULATION DATA: Zone Name : COMP. ROOM (HVAC -3) Calc Time: Jul 1600h Job Name : WA LOTTERY CENTER Amb db /wb: 83.3/ 64.8 F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LOAD INFORMATION SENSIBLE LATENT LOAD COMPONENT (BTU /hr) (BTU /hr) SOLAR LOAD 0 0 GLASS TRANSMISSION 0 0 WALL TRANSMISSION 0 0 ROOF TRANSMISSION 0 0 PARTITION TRANSMISSION 0 0 LIGHTING ( 1,344 W TOTAL) 4,116 0 OTHER ELEC. ( 9,000 W TOTAL) 27,692 0 i PEOPLE ( 5.60 PEOPLE TOTAL) 1,209 1,512 MISCELLANEOUS LOADS 0 0 COOLING INFILTRATION 990 346 PULLDOWN /WARM -UP 0 0 COOLING SAFETY LOAD 0 0 SUB- TOTALS 34,007 1,858 NET VENTILATION LOAD ( 200 CFM) 1, 768 618 SUPPLY FAN LOAD (BHP= 0.2) 519 0 WALL LOAD TO PLENUM 0 0 ROOF LOAD TO PLENUM 0 0 LIGHTING LOAD TO PLENUM 0 0 TOTAL COOLING LOADS 36,294 2,475 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** COIL SELECTION PARAMETERS: COIL ENTERING AIR TEMP. (DB /WB) = 76.5/ 61.6 deg F COIL LEAVING AIR TEMP. (DB /WB) = 52.2/ 51.5 deg F " COIL SENSIBLE LOAD = 36,294 BTU /hr COIL TOTAL LOAD = 38,770 BTU /hr COOLING SUPPLY AIR TEMPERATURE = 52.2 deg F TOTAL COOLING CFM (actual) = 1,400 CFM TOTAL COOLING CFM (std. air) = 1,381 CFM \ RESULTING ROOM REL. HUMIDITY = 44.0 % COIL BYPASS FACTOR = 0.050 COIL APPARATUS DEWPOINT = 50.9 deg F REHEAT REQUIRED = 0 BTU /hr ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** GENERAL INFORMATION: TOTAL COOLING LOAD = 3.23 Tons = 346.66 sqft /Tons TOTAL FLOOR AREA = 1,120.00 sqft OVERALL U- FACTOR = 0.000 BTU /hr /sqft /F COOLING CFM /sqft = 1.25 CFM /sqft ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • • ZLmt: DESIGN HEATING LOAD SUMMA. Location : Seattle- Tacoma, Washington 10 -18 -95 Prepared By : BLUNT, HAMM, & URQUHART 6100190202 Carrier Hourly Analysis Program Page 1 of 1 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CALCULATION DATA: Zone Name : COMP. ROOM (HVAC -3) Calc Time: Winter design Job Name : WA LOTTERY CENTER Amb db 21.0 F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LOAD COMPONENT LOAD (BTU /hr) WALL TRANSMISSION 0 ROOF TRANSMISSION 0 GLASS TRANSMISSION 0 TRANSMISSION LOSS TO UNCOND. SPACES 0 INFILTRATION LOSS 5,845 SLAB FLOOR 0 HEATING SAFETY BTU /hr 0 SUB -TOTAL 5,845 NET VENTILATION LOSS 10,437 TOTAL HEATING LOAD 16,282 HEATING SUPPLY CFM 137 CFM HEATING SUPPLY AIR TEMPERATURE 110.0 deg F HEATING VENTILATION AIR CFM 200 CFM HEATING THERMOSTAT SETPOINT TEMP 70.0 deg F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 03/01/96 FRI 10 :21 FAX. 1 360 x 357 9022 THE IIJSS GROUP ��G�S b-5 562 �� [j001 l The � BTS GROUP 320 West Bay Drive Suite 212 1� �71,7 �J�.,11 Olympia, Washington 98502 ._� ARC[ HTECTS & PLANNERS, AIA (360) 943 -4650 FAX 357 -9022 MEMORANDUM ► I VIA FAX ' 'ALAN (o.itr ! "20- 9q<•? FAX# Project: GTSCI I '!LA' .. No. Sheets Including Cover To: 'Dame. t Hard Copy Follows I ��/ mZ (211 Date: 3/ 1 ! VI (( _ • 0.41-t .-0 �i1 � ' t (Ct From: Subject: 1 •r .� ATI to 1 '1 ... 4 .A A f 04 1 MUM. f $ J 4 Si II r !J r4. a � ∎.L.� . `� 5 . IA— A 4&(...4 6 I4 .r. A • 1 ' AA. ' .. . L �' 4 ..■ ii • of I 4 A. .'I 4 • ~ « ! 1 IL 14.. / 1 4 . . . ' /i / r A �I ' 4 . . .-I _ 40 • L r ....6 . 03/01/98 FRI 10:21 FAX 1 380 357 9022 CONSULTING ENGINEER 12202 PAC1F1G AVE. (208) 537.8128 • FM 511-1286 THE BJSS GROUP IJ002 PROJECT: JOB NO. snow load midspan • 03/U1/96 FRI 10:22 FAX 1 360 357 9022 THE BJSS GROUP C ` cnris n PROJECT: 'SHEET ava __ r ATE: JOB NO. 3/2.... CONSULTING ENGINEER B 1 9'.. 1-S(o A 12202 PACIFIC AVE. S. • TACOMA. WA 88444.1208) 537.8128 • FAX 531 -1285 44 -a1c 4) l Lo I F 4- 1 ;' C . City of Tukwila j � ,; � �► f John W. Rants, Mayor W { '.art �• .4► —+ o af �r ' Fire Department Thomas P. Keefe, Fire Chief November 1, 1995 Fire Department Review Control #B95 -0354 (510) Re: G Tech Corporation - 12694 Gateway Drive Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler - work shall commence without approved drawings. (City Ordinance #1742) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) 2. Maintain automatic fire detector coverage per N.F.P.A. 72, Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. All new fire alarm systems or modifications to Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 • Fax (206) 5754439 - 11 z ' City of Tukwila I o Mayor O tI ` � -f , J John W. Rants, Mayo 4 4 i./ -� '1 N`': , m4g . ? - Fire Department Thomas P. Keefe, Fire Chief • 19 08 Page number 2 existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance 01742) (UFC 1001.3) 3. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 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. 4. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less,. . (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Fire extinguishers require monthly and yearly ��� . �.r.rr�wr.rrrr.nrw�.rn��rr■ rrrrrwrrr�� r���r�.�r wwi�ri r .r.��ra�..�.r� Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 0 a , � City o, f Tukwila John W. Rants, Mayor �l � tom' �� 4 { r �' ; (Pw 4 Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 3 inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4-4) 5. A11 electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) S754439 Rants, Mayor ° John 71 04 5% City o T u k w il a INIMer .� ,.Q� ; W. .,, 0 '. , 4§' = Fire Department Thomas P. Keefe, Fire Chief . r 908 - Page number 4 Yours truly, J S • The Tukwila Fire Prevention Bureau . cc: T.F.D., file ncd • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206 ) 5754404 • Fax (206) 5754439 sound sources department of labor and industries • 1 f f CERTIFICATE OF OCCUPANCY 33 i CITY OF TIJK.WILA 6300 SOUTHC'ENTER BOULEVARL►, SUITE 100 t TUK;.WILA, WASHINGTON 98188 THIS CERTIFICATE. ISSUED'PURSUAE!IT T,O 'fHE REQUIREMENTSS `::OF:., SECTION 307 OF THE UNIFORM BUILDING COL�ECERTIFY•ING`THAT AT ;THE TIME OF ISSUANCE THIS STRUCTURE • 1 WAS IN COMPLIANCE. WITH THE�tVARIOUS :URDI1ANCES OFtTHE CITY' BUILDING : CONSTRUCTION OR U ' ALL FIRE :CODE S% F'OR,•! THE FOLLOWING: Ter<#ar�t: GTECH �'UR C�RAT1Ot °' +:..' .PF'r..mit :No O9! -0359 61.0 l ding Acidi= ;: :e 12694 ,GATEWAY •',D ,' Suite` No.. i l :, v4 , 1, %1 jj i 's i4 1 Pa► G '' f 1 #: -0020 ; i. f` OWrie"r: KAISER 1iA1'EWAY A ;Occupancy :'OFF°ICE s ± ; ' Fr , Oc;cupantZ Lo 4'0 ',4'73 Or•CUP4 :Gro,up BY/1.xS -1 ,, ?.rt Type of Const ; 1••II -'hl zt t �! M �`= i ! y i r 'fit 4 r 1 '.� ,\ . i/' r ,z i • CO NOM- DEMISING WA ` INTER P ;" 1'; T1O S,' SUSP,E4DE[, CEILING; AND NEW; F:AR�R.IER., F.R 'y; °'i" , T O 1 ET ROOMS, 4 L ,_ , � t , ,, . } . k ,, ; r �:. s f, r f, r J'. .S 3 t t }. 1 r Yf 'C T vnar ; }aU •LD % ia''UFF ICIAL , . , '�' - 4 DTE y, a a X '� J' ',:; , r ti 0 3 Et r J , THIS CERTIFICATE ,MU :�T 6E CON'SPIC Pt TED ' ON THE PREMISES '.: i. h !' q • • • ABBREVIATIONS SUPWIVAq §boa as BOW Bnm OA COA� at ONLY CFC CIA UR U6 m Botwo Bs.. pme Nam Rae Ann B. sow Bo nn eN 4* Bad d 97.0 Rod col Borin W1YN Cw. Tuck Gmlx awe Von a1-1,Pro Gaala canm MN Glee Alcm I mw «ry wn comas OP 'PRRS4gip 'a3m aad,aa gg lA Pos or 1000 po. 1.6 Own or Pln Clcon Gwen ANA AAA Asap.. r.4 nn�S. re 140 M L. wP. um fm YdY r,...N Litlor VOA ' .NY°N GA Gouge GPO Golorind BB Lae Bor � udn gr GO. ra nd 101 K., 010-I06Md B. irq P Groie 4v DAscassia, 4 04 gown D°do m m WG DER WPR DIrt DR DR exx Ndr. dime. MALI Goo a 0.0.a„ 9 mM 110o Door A Dropew d G ID R. WY REFERENCE SYMBOLS BUILDING SECTION REFERENCE DRAWING LETTER SHEET NUMBER WALL TYPE REFERENCE -WALL TYPE DESIGNATION \� ROOM NUMBER REFERENCE ROOM NAME ROOM NUMBER DOOR NUMBER REFERENCE DOOR SUFFIX (WHERE MULTIPLE DOORS OCCUR) DOOR DESIGNATION (GENERALLY CORRESPONDS TO ROOM NUMBER WHERE 000R OCCURS) GRID. LINE REFERENCE LETTER OR NUMBER DESIGNATION 1 Pee .00 can« mnn. Um. aer Mmwa 4A. NE. REFERENCE POINT MATCH LINE CENTER LINE X FENCE DIMENSION LINE gg Im0#'.aw�" BV 6.A .G.09 Wn RD R. oe MGT RFIR 0 Bn w..e Pal w 00 R Nd;Be9m. ROW 0010 161 ETZT RO RUE s R a SG S.N G. RCM ST � eme « Sono 0010 s¢. SP. 0401 -s.., - 11. vry 4?11v sr 0404 re.�P` RV W. R. SM sic SOU 4. amide Sroi. Rog STD S.. 0:0 S19 S V 9W N WN, rd aN S448 d RS d. VAT VLSI UMW, 0,r61, tea. m`i.so oN.r.w ud.. OSe.M. Nei ono Vorl .00 Vo. Bo. re Vortcol vin *. Ne00 r 004 Wow PI. bc15-0351 G:\G \G1E5IHSFATRE\Q15- GIO1AWG 10/23/95 49104i39151RrS■- .7. idor Gt. oder .0 ee°°e9. Reis. Woo G. Wre BUILDING AND SITE DATA (SEE ALSO CODE ANALYSIS PLAN, SHEET Ca1.02) CODE EDITION: LEGAL DESCRIPTION: PROJECT ADDRESS: ASSESSOR ACCT. N0. SWD NUMBER: 1994 UBC AND WASHINGTON STATE AMENDMENTS (EFFECTIVE 6/30/95) LOT 2, KAISER GATEWAY ASSOC. 12694 GATEWAY DRIVE (BLDG. 2) GATEWAY CORPORATE CENTER TUKWILA, WASHINGTON 98168 271600 -0020 8506270730 PROJECT DESCRIPTION: TENANT IMPROVEMENTS TO SPACE LEASED BY KEMPER REAL ESTATE MANAGEMENT COMPANY (BUILDING OWNER) TO G -TECH CORPORATION OF RHODE ISLAND TO HOUSE DATA PROCESSING EQUIPMENT, WAREHOUSING OF LOTTERY (ON -LINE GAME) MACHINES, A TRAINING. ROOM FOR OCCASIONAL SMALL GROUP SHORT DURATION TRAINING SESSIONS AND ASSOCIATED OFFICE SPACE, ALL TO BE. USED SOLELY FOR SERVICES BEING PROVIDED TO THE WASHINGTON STATE LOTTERY SYSTEM. PROJECT DOES NOT INCLUDE ANY EXPANSION OF THE EXISTING. BUILDING. TENANT (APPLICANT): G -TECH CORPORATION (Contact Person: Kevin Conway, ALA, Construction Manager) 55 TECHNOLOGY WAY WEST GREENWICH, RHODE ISLAND 02817 TEL: (401) 392 -1000 FAX: (401) 392 -4949 BUILDING OWNER: KEMPER REAL ESTATE MANAGEMENT COMPANY (Contact Person: John Gleason) 12720 GATEWAY DRIVE, SUITE 201 TUKWILA, WASHINGTON 98168 TEL: (206) 241 -1103 FAX: (206) 241 -2191 ESTIMATED CONSTRUCTION CONTRACT AMOUNT: $200,000.00 SQUARE FOOTAGE: 5660 S.F. GENERAL NOTES TIME OF COMPLETION: CONTRACTOR SHALL OBTAIN AN OCCUPANCY PERMIT FROM THE CITY OF TUKWILA BY JANUARY 15, 1996 AND BE FULLY COMPLETE BY FEBRUARY 1, 1996. 2. CONTRACTOR SHALL RENEW GENERAL REQUIREMENTS (DIVISION I, PROJECT MANUAL, VOL I1). 3. ALL BIDDERS (INCLUDING SUB- BIDDERS) SHALL RENEW THE ENURE SET OF DRAWINGS BEFORE SUBMITTING BIDS. THE SCOPE OF WORK AND AMOUNT OF DRAWINGS ARE OF A SIZE THAT IS NOT UNREASONABLE FOR All BIDDERS TO RENEW. 4. PRO9DE ALL DEMOU110N REQUIRED FOR NEW WORK. DISPOSE. OF REMOVED MATERIAL OFF -SITE UNLESS OTHERWISE NOTED (i.e. TURN OVER TO 201001NIG OWNER). 5. ALL WORK SHALL COMPLY WITH THE REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. THE SPECIFICATIONS SHALL BE SUPPLEMENTAL TO All LAWS AND CODES OF GOVTRNMEMAL REGULATING BODIES RELATING TO BUILDINGS, AND ALL APPLICABLE REQUIREMENTS SPECIFIED IN THESE REGULATIONS SHALL BE FOLLOWED AS THOUGH SPECIFICALLY NOTED IN THE SPECIFICATIONS OR DRAWINGS. THIS SHALL NOT, HOWEVER, BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH IN THE SPECIFICATIONS CAN BE MODIFIED BECAUSE THEY ARE NOT SPECIFICALLY N0TE0 BY SUCH CODES OR LAWS. 6. THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT. 00 ANY DISCREPANCIES BETWEEN THE DRAWINGS, THESE NOTES, AN0 FIELD CONDITIONS AND REQUEST CLARIFICATION BEFORE SUBMITTING A PROPOSAL OR COMMENCING ANY WORK. 7. ALL APPROVALS SRC_ BE FOR DESIGN APPEARANCE ONLY, CONTRACTOR(S) SHALL. BE RESPONSIBLE FOR QUANTITIES, DIMENSIONS AND COMPLIANCE WITH CONTRACT DOCUMENTS AND FOR PIFORAIATION PERTNNING- TO FABRICATION PROCESSES OF TECHNIQUES OF FIRST CUSS CONSTRUCTION AND FOR COORDINATION WITH OTHER TRADES. 8. THE GENERAL CONTRACTOR, UPON ACCEPTANCE AND APPROVE. OF THE DRAWINGS, ASSUMES FULL' RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS, AND WORKMANSHIP. OF THE WORK DESCRIBED IN THESE NOTES AND 0RAWINGS. G.C. WILL BE EXPECTED TO COMPLY. NTH THE SPIRIT /,S. WELL AS ME LEPER IN WHICH THEY WERE WRITTEN. 9. THE GENERAL CONTRACTOR AN0 THEIR SUB - CONTRACTORS SHALL CONTACT THE 80110190 MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING OWNER FOR CONSTRUCTION TO DETERMINE WHEN AND HOW DELVERIES CAN BE MADE. WHAT PHASES CAN BE DONE ON REGULAR OR OVERTIME, AND IN GENERAL. AMY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THEIR WORK (i.e. OVERTIME WORK). 10. BEFORE SUBMITTING A PROPOSAL, ALL CONTRACTORS SHALL 0SIT THE PREMISES, FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK AND THE DIFFICULTIES THAT ATTEND ITS EXECUTION. 11. THE GENERAL CONTRACTOR, HIS SUBCONTRACTORS AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT. SHALL TARE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL: TIMED. WORK, AS A RESULT OF, BUT NOT UNTIED TO INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. 12, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL RUBBISH AND WASTE MATERIALS GENERATED BOTH FROM HIS OWN AND OTHER SUBCONTRACTORS AS WELL AS ANY RUBBISH WHICH 15 A BY-PRODUCT FROM OWNER'S CONTRACTORS INCLUDING BUT NOT LIMBED TO CARPET INSTALLATION, TELEPHONE INSTALLATION, ETC. 13. 190 USE OF THE WORDS'PRONDE' OR PRON0E0' IN CONNECTION WITH ANY WEN SPECIFIED, IS INTENDED TO MEMN, UNLESS OTHERWISE NOTED, THAT SUCH SHALL BE FURNISHED.: AND INSTALLED, AND CONNECTED WHERE SO REQUIRED. 14. ANY WOOD USED AS BLOCKING OR USED IN PARTITIONS SHALL BE FIRE RETARDANT WOOD COMPLONG YATH ALL APPUCABLE GOVERNING BUILDING CODES. 15. THE GENERA CONTRACTOR SHALL ERECT ALL NECESSARY PLASTIC DROP PARTITIONS USING .FIRE RETARDANT POLY TO PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. 16. THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER 008 CLEANING TO PREVENT -ALL DIRT, DEBRIS 00 COST FROM LEAVING THE JOB SITE. THE CONTRACTOR SHALL 0006015816 AND ADHERE TO BUILDING MANAGEMENT'S REGULATIONS REGARDING THE REMOVAL OF CONTINERS. 17. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING MANAGEMENT'S AND ANY ADJOINING PROPERTY OR WORK. ALL DAMAGE CAUSED BY THE 0.0,'5 WORK OR WORKMEN MUST BE MADE GOOD 1W1H0M DELAY. PATCHING AND REPLACING OF DAMAGED WORK SHALL BE DONE BY THE CONTRACTOR WHO 15 RESPONSIBLE FOR THE DAMAGE. 18. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION AND SECURITY FOR HIS WORK UNTIL TURNED OVER TO THE CLIENT. VICINITY MAP NOT TO SCALE SITE 12594 GATEWAY DRIVE (BLDG. 2 GATEWAY CORPORATE CENTER TO SEATTLE BOEING FIELD ®. Ttif /48lo0 TD 1 -905 AND TACOMA ® 000010ENIER NO \I FORMAT OF DRAWINGS DRAWINGS AND 'SCHEDULES LARGE DRAWINGS 24" X 36. NUMBERED BY SERIES AS FOLLOWS: SERIES G GENERAL INFORMATION SHEETS SERIES 0: DEMOLITION PLANS SERIES A: ARCHITECTURAL DRAWINGS SERIES P: PLUMBING DRAWINGS SERIES M. - MECHANICAL DRAWINGS SERIES E: ELECTRICAL DRAWINGS SHEET INDEX G1.01 G1.02 G1.03 01.01 A1.01 A2.01 A2.02 GENERAL INFORMATION: SHEET INDEX CODE ANALYSIS PLAN WALL TYPES DEMOLITION PLAN SITE'. PLAN'. - NEWFLOORPLAN FURNISHINGS PLAN. ABBREVIATIONS;. SYMBOLS A4.01 NEW REFLECTED CEILING PLAN;. WALL DETAILS A6.01 BUILDING SECTIONS - INTERIOR ELEVATIONS; ENLARGED TOILET PLANS INTERIOR. ELEVATIONS DOOR AND ROOM FINISH SCHEDULES PLUMBING PLAN A9.01 P1.) M).1 E1.0 DEMOLITION PLAN .& LEGEND 02.1 LIGHTING PLAN & SCHEDULE POWER & SIGNAL LPLANS E5.1 ONE- LINE DIAGRAMS & PANEL SCHEDULES E7. 1 DETAILS CITY OF TUKWILA APPROVED NOV 151995 AS NUIE BUILDING 0101.1061 SEPARATE PERMIT RE UIRED FOR: MECHANICAL PLAN SYMBOLS L 19. WHERE OPENINGS OCCUR IN EXISTING FIRE RATED PARTITIONS /SLABS DUE TO EXISTING OR NEW CONDUIT' RUNS, DUCTWORK, CABLES, PIPING, ETC., AND/06 WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A RESULT OF EXISTING OR NEW CONSTRUCTION WORK THE GENERAL CONTRACTOR SHALL CLOSE AID /0R PATCH AS REQUIRED ALL OPENINGS TO MATCH ADJACENT SURFACES IN MATERIALS FINISH AND FIRE- RESISTANCE RATING. • 20. ALL REQUIRED EXITS, WAY OF APPROACH THERETO, AND WAY OF TRAVEL FROM THE EXIT TO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. 21. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEUCES AND ANARMS SHALL BE MONTANED AND CONSPICUOUSLY POSTED. 22. THE GENERAL CONTRACTOR SHALL 0008019015 HIS WORK WITH THAT OF ALL CONTRACTOR(S). C.C. TO COOPERATE FULLY W/ OWNER'S CONTRACTOR(S) AND TO COORDINATE HIS WORK WITH THE OTHER WORK BEING DONE BY OTHER CONTRACTORS 15 THE PROJECT. 23. UNLESS OTHERWISE NOTED, ALL MATERIAL, EQUIPMENT, ETC. SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. 24. IT101 IDENTIFIED BY G -TECH OR THE ARCHITECT PRIOR TO DEMOLITION, IF REQUIRED, ARE TO BE STORED FOR RE-USE AT DESIGNATED LOCATIONS. SQUARE FOOT ANGLE PLATE M CHANICAL CTRICAL UMBING GAS PIPING CITY OF.TUKWILA BUILDING DIVISION FILE COPY 1 understand that the Plan Cho_'. subject to moors and omleslono r. plans does not WNgrbW the WDI t c 9 - .. adapted code or Receipt of C-:.. SPY of 4 %MONltr0lMLped. BY DBk (2-111(05 Penn Na. 9.5- 035q CENTER UNE NUMBER REVISIONS ROUND (DIAMETER) NO CHANGES SHALL BE MADE TO CENTER UNE SYMMETRICAL THE SCOPE OF WORK. WITHOUT PRIOR APPROVAL OP TUKWILA BUILDING DIVISION. NOTE: 004101000 WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. 6 CITY 0 OF 001560 1UKWIVa OCT 2 4 1995 MINT 0ENTE0 Copyright p 1995 by The BJSS Group. All rights reserved fif1TNT11TNlllllllllll1111 TtlrrrnIITNIIIIIIIIIIIITIIT fIIIITINIII 11110111117111111111' IIITIIIT TITIIFIF1111117111111HT1111 1 TUKWILA, WASHINGTON cc tjg< cD V 4 07=ic ry)'-' 1- 0 AGENCY REVIEW G1.01 TUKWILA STIE LEGEND, TO CODE ANALYSIS PLAN EXISTING EXTERIOR DOOR PROVIDES EXIT (MY ONE RECO RR(R10ARENCU4E- TIEFIEFOrE THE WAFEHC 464 OCCUPANT LOAD DOE6 NOT USE THE BUILDING CORRIDOR SYSTEM EX181100NE HOUR- DEMI8960 WALL MO 04665065 NEW ONE NOUR OCCUPANCY SEPARATION WALL CONT. UP TO INDER5IDE CP RO P NEW 2 -MOUE FIFE / 8ECUWF71NALL PER MAWS REDOES? NEW 1 -66118 FIRE/ SECURITY 04411 PER 1ENAV1'9 MOLEST EXISTING CTE 142UR DEMI8N0 WALL NO OPD411.485 6616TN0.ONE HOUR DEMISING WALL MO °FININGS) CORR 403 .FIELD SERV. DIICEg 1406 1 1(12) CLASDRO9(9 9 5 (2F 9) l 1 EXTEWCR DOOR PROVIDES ONLY REPINED EXITgd?i TRANS* 01.468 OON7 (LESS TNAN 50 PEOPLE N ROOM0 DEREP0 E THE CLA55RO0'1 OCCUPANT LOAD DOES NOT USE 76E IsuiLD + COFWDOR SYSTEM OR ANY OTHER ELUDING EXIT. NORTH CODE ANALYSIS PLAN G:\CAD\DIECH\SFAT1LEVIS—OODEIND 10/23/95 NORTH 1415111171111141111611 III 4411111TT1111 090400R OCCUPANY SEPARATION' WALL WITH. 60 MINUTE PROTECTED OPENINGS, ® w OWNER 800001/02 (NOT CODE REQUIRED) 2 -HOUR FIRE 500. 170 SF O 8008 16 4E FEET (1.7) — CPL542E CULATEO F 406845 5004 OP OCCUPANTS FOR EXITING UNE OF MAXIMUM DISTANCE TO EXIT NONE ACCESSORY SPACE ONE HDUR C08140011 ((N0T REQUIRED SINCE OCCUPANT LOAD 15 LESS THAN 100 AND BUILDING IS 4RE SPRINKLEREO. AREA 5E940441ON 90115. GENERAL NOTES TO GODS ANALYSIS PLAN CODE. UBC, 1994 EDITION - - WASHINGTON STATE AMENDMENTS, EFFECTIVE 6/30/95.. TYPE OF CONSTRUCTION' EXISTING BUILDING APPEARS TO BE EITHER TE -N OR Y N FIRE 5PRINKLERINC 'EXISTING BUILDING IS .FULLY FIRE SPRINKLERED. FIRE SPRINKLERING WLL BE EXTENDED TO ALL AREAS OF G -TECH TENANT IMPROVEMENTS. OCCUPANCIES: G -TECH SPACE -. B, 1 -1 REST OF BUILDING - B 0 -1 OCCUPANCY SEPARATIONS' ONE HOUR SEPARATION BETWEEN G -TECH LEASE SPACE AND REST OF BUILDING. A. ONE HOUR SEPARATION IS ALSO PROPOSED WITHIN THE G -TECH LEASE SPACE BETWEEN :. THE B AND 5 -1 OCCUPANCIES A.14006H NOT REQUIRED TO BEST OF OUR KNOWLEDGE ALLOWABLE AREA:" 'NO ADOIRONAL'BUILDING AREA 5 BEING CONSTRUCTED. THEREFORE OK. OCCUPANT LOAD CALCULATION FOR EXITING NOTE: ACCESSORY SPACES, OR ROOMS WITH EXITS DIRECTLY TO THE EXTERIOR 'ARE. EXCLUDED FROM THIS CALCULATION. ROOM NAME /_ OCCUPANT SQUARE OCCUPANT , ROOM - NUMBER '�• f "- LOAD FACTOR. FEET LOAD Fl[LD SERVICES DIRECTOR -/ 102 100 120 12 TRAINER OFFICE / 108 100 x.120 1,2 LOTTERY OFFICE / 109 100 120 12 OPERATORS AREA / 114 100 - 375 28 OFFICE / 115 100 110 BENCH REPAIR / '120 100 245 25 WAREHOUSE / 122 500 15353.1' TOTAL OCCUPANT LOAD PER UBC 14:1 CORRIDOR WALLS AND CEILINGS NEED NOT BE OF FIRE RESISTIVE CONSTRUCTION WITHIN OFFICE SPACES 468140.. AN OCCUPANT LOAD OF 100.OR -LESS WHEN THE BUI0ING ' IN WHICH THE SPACE 2 LOCATED IS EQUIPPED: WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER UBC SEC. : 1005.7 (8). NUMBER OF BUILDING EXITS REQUIRED: 1 (NOT COUNRNG DOORS FROM ROOMS DIRECTLY TO EXTERIOR) NUMBER OF BUILDING EXITS PROVIDED: 1 - •,. WIDTH REQUIRED: 14.1 OCCUPANTS 4 .2 EXIT. WIDTH FACTOR - 282° (3C MIN.) EXIT WDTH PROVIDED: 36" OCCUPANT CALCULATION FOR TOILET FIXTURE 5.600 SF * 200 SF / OCCUPANT (TABLE 29 -A) = 28.3 TOTAL OR 14 MALES AND 14 FEMALES TOILET FIXTURES 800048ED: MALE: 1 WC 1 UV. FEMALE: 1 WC 1 LA,/. DRINKING FOUNTAIN: NOT REQUIRED WHEN OCCUPANT LOAD IS NOT OVER 30 Bqso35q CITY OF TUKVYILA APPROVED NOV 8O 0, AS NDI• BUILDING DIVISION CRY 06111)KWIIA OCT 2 4 1995 PERMIT CENTER Copyright © 1995 by The 8350 Group. All rights reserved. AGENCY. REVIEW G1.02 TUKWILA SUE WALL TYPES LEGEND 4 TYPICAL WALL DETAILS FINISHES AND WAINSCOTS ARE TYPICALLY NOT DESCRIBED ON WALL TYPES. PROVIDE FINISHES AND WNNSCOIS PER ROOM FINISH SCHEDULE, SHEET 89.01 AND INTERIOR ELEVATIONS, SHEETS M.01, A8.02. All MEIN. STUDS ARE 25 GUAGE, UNLESS OTHERWISE NOTED. 'ALL WALLS ARE NON -LOAD AWING, UNLESS OTHERWISE NOTED. ALL GWA SHALL BE TYPE 'X' WHERE WALL TYPE IS NOTED WITH AN ASTERISK, SOUND INSULATION IS REQUIRED. 9: \"0/D9GIECNKSEATITEVIiS- *AILIN0 10/23/95 ONE 1fi0R OF 5 /B" 088 0004 000. 3 -5/8" 50180 SN05 0 16" O.C. NOR-48100 WAAL SAME AS WALL TYPE O EXCEPT PROVIDE LOUISIANA PACT: 0 5/8" 010ERBOND (18 (VERY 8IGH IMPACT) FIBER- R88FORCEO GYPSUM PANELS ON INIERKR FACE OF STUDS IN UEU OF 5 /8" GWB ON ONE SIDE AT ROOMS 101,110, 112. EXISTING ONE -HOUR DEMSNG WALL BASE LAYER OF 5/8" CWB APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 6" METAL STUDS 0 24" 0.C. WITH I" TYPE 5 DRYWALL SCREWS 24" 0.0. SCREWS SPACED I/O" FROM VERTICAL END JOINTS AND 3/4" FROM HORIZONTAL EDGE JONTS. FACE LAYER 5/8" GWB APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE WITH 1 -5 /B" TYPE S DRYWALL SCREWS 12" 0.0. SCREWS SPACED I/2" FROM VERTICAL END JOINTS ARO 1" FROM HORIZONTAL EWE JOINTS. STAGGER JOINTS 24" 0.C. EACH LAYER MID SIDE 6 -1/4" T1154 METAL FRAMING BATT INSULATION FRICTION FR BETWEEN EXISTING STUDS. TWO-HOUR RATED WALL PER GA FILE N0. 1548, ONE LAYER OF 5/8" OMB EACH SIDE G METAL STUDS 0 16" O.C. EXISTING ONE -HOUR DEMISING WALL (STUD WALL WITH GWB EACH SIDE). AIR SPACE AS REQUIRED FOR SHIMMING & CONDUITS PROVIDE TWO -HOUR RATED PROPRIETARY USG SHAF/WALL SYSTEM OR APPROVED EQUAL (I" x 24° PROPRIETARY TIPS X GYPSUM PANELS INSERTED BETWEEN 4" FLOOR AND CEILING 1- RUNNERS MTh 4" PROPRIETARY VENTED C -HI STUDS BETWEEN PANELS. TWO LAYERS 1/2" PROPRIETARY TYPE X GYPSUM WALLBOARD APPUE0 PARALLEL TO STUDS ON SIDE OPPOSITE GYPSUM PANELS WITH 1" TYPE S DRYWALL SCREWS 24" O.C. IN THE BASE LAYER AND 1 -5/8" TYPE S DRYWALL SCREWS 12' 0.C. IN STUDS AND RUNNERS FOR THE FACE LAYER. FACE LAYER JOINTS OFFSET 24° 0.C. FROM BASE LAYER. NOT USED [01511NG ALUMINIUM STOREFRONT GIA21NG 5YSTEM. NEW ALUMINUM STOREFRONT GLAZING SYSTEM TO MATCH APPEARANCE OF EXISTING ALUMINUM STOREFRONT GLAZING SYSTEM. EXISTING no-UP CONCRETE PLANEL WALL SYSTEM. ONE LAYER OF 5 /B" NB h PLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 6' META/ 5TUD5 0 16 0.0. WITH 1" TYPE 5 DRYWALL SCREWS IS 0.C. TO VERTICAL EDGES AND 12" 0.0 TO TOR AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STACCFR ALL VERTICAL AND HORIZONTAL JOINTS 24" 0.C. EACH SIDE AND OPPOSITE SIDES. USE 18 GUACE LOAD BEARING STUDS. ONE -HOUR RATED WALL PER CA FILE N0. WP 1200. 6q5 0359 TYP. STEEL STUD (WOOD 8LIXXIWa PAINT BLACK ATTT AT SILL AND CEILING. (D0 NOT ATTACH TO GYP) 3/4" x 2" FILLER BLACK 104.1 TAPE NE/ MBE58 GASKET81 /4" EACH 510E OF FILLER CAB TWIN PAINTED METAL CA51N6 BEAD SILL BELOW L SET END 6110 ASTER TRACK AND W1811E1T CC1BINAT108 IS PLACED CLOSE 10 GLASS MB W/, PAINTED METAL CASIWs BEAD (BLACK) PAINTED METAL. STUD DEEP LEG TRACK (ADJUST LOCATION) • BLACK PAINTED SERIES 1.35030 (VERIFY EVE NEEDED/ U 0000011 WITH PAINTED PVC SNAP IN 0109084 (BLACK) I/4" GAP BEALEEN PVC CLOSURE" AND GLASS WITH NARROW STRIP OF FOAM TAPE �- AUK STOREFRONT MULLIONS (EVIST). 58(510 GLAZ8VG E5I6T8 41 ALIa•1KP1 6TOREMONT 11111ICN TYPICAL PARTITION / STOREFRONT INTERFACE DETAIL 41ITHT11111 NOTES TO "INTERIOR WALL TYPES AND WALL/BUILDING SECTIONS 1. IT SHALL BE THE SPECIFIC DUTY AND RESPONSIBILITY OF EACH TRADE A110 SUPPUER PO EXAMINE ALL DRAWINGS, DETAILS AND SPECIFICATIONS, AND TO PROVIDE AND FURNISH PROPER EQUIPMENT, HARDWARE, . F1XTURE5, MATERIALS, E1C., PERTAINING' TO HIS OR HER PART OF THE WORK. SHOWN OR LISTED IN ANY PART OF THESE DOCUMENTS SCHEDULES ARE FOR THE CONVENIENCE OF THE CONTRACTOR TO ASSIST 115 OR HER IN UNDERSTANDING AND 00N50100100 THE PROJECT. IT IS THE CONTRACTORS RESPONSIBILITY' TO VERIFY. THAT ALL RENTS IN THE DETAIL.. SCHEDULES REFLECT THE PLANS AND DETAILS. ANY OMISSIONS OR CONTRADICTIONS IN THESE DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF 111 ARCHITECT PRIOR TO BID' OPENING. DIGS RECEIVED SHALL BE CONSIDERED TO INCLUDE ALL RENS SHOWN AND /0R SPECIFIED OR SCHEDULED' FOR A COMPLETE PROJECT, NO EXTRAS WILL BE ALLOWED ON THE BASIS OF CONFLICT BETWEEN DRAWINGS AND SCHEDULE SINCE BIDS SHALL BE FOR THE MORE COSTLY .MEM00(5), PRODUCT(S), AND MATERIALS SO THAT THE OPTION OF SELECTING EITHER ME1000)5), PROT/401(S), OR MATERIALS I5 PRESERVED. 2. CONTRACTOR SHALL VERIFY AND C00R01NATE WALLS AND OTHER TRAINING THAT REQUIRE A NON - TYPICAL WALL THICKNESS DUE TO STRUCTURAL ELECTRICAL, MECHANICAL,: EQUIPMENT, OR 011ER REQUIREMENTS. 3: 011 ACONTINUOUS WALL' SURFACE WHERE CONSTRUCTION INVOLVES MORE THAN ONE MATERIAL, FINISH, OR MATERIAL. THICKNESS, A0GN FACE OF • 'FINISH U.N.O. 4. PROVIDE CASING 80800 'AT GYPSUM WALL BOARD EDGES WHEREVER GYPSUM BOARD 401/15 0 DIFFERENT. MATERIAL. PROVIDE CORNER BEADS AT ALL GYPSUM WALL BOARD CORNERS, TYPICAL. 5. PROVIDE BACKING FOR All WNl MOUNTED EQUIPMENT. VERIFY. ALL MOUNTING HEIGHTS AND SPECIAL STRUCTURAL SUPPORT REQUIREMENTS WITH. EQUIPMENT MANUFACTURERS BEFORE 1951210/60 BACKING AND SUPPORTS. SEE ALSO TYPICAL;BACKING DETAILS' AND TYPICAL. MOUNTING. HEIGHTS, SHEET FIELD VERIFY LOCATIONS OF ELECT41Ck AND OTHER WALL MOUNTED ITEMS WITH ARCHITECT 6 PROWOE BACKING PLATES FOR ALL RAILS, CASEWORK, 00481(45 OR FIXTURES UNLESS NOTED OTHERWISE: 5EEI DETAIL DRAWINGS FOR TYPICAL BACKING • PLATE DUALS, AMY AS REQUIRED BY WEIGHT 10 BE.SUPPORIED. 7 WHERE EOUIPMENT OR CABINETS ARE SHOWN TO BE RECESSED IN 00800NIED ON 1 -HOUR, OR 2-HOUR ,RAT00 PARTITIONS, THE FINISH SURFACE SHALL BE MADE TO RUN CONTINUOUSLY BEHIND AND AROUND SUCH•EOUIPMENT OR CABINETS, BEFORE THEIR INSTALLATION 10,MAINTNN FIRE RATING; OR IN LIEU THEREOF, BACK PLASTER OR PRETEC1 6YDT}I (40VL0 MEANS ALL PANELS, FIXTURES, AND OTHER PENENU.D UUyy NS AND. CEILINGS IN ORDER TO MAINTAIN REQUIRED FIRES X110 5I000-RATED ASSEMBLIES, 6. SEE SECTION DRAWINGS 14 001510 FOR ANCHORAGE AND BRACING OF INTERIOR.' 9 8E0 SPECIFICATIONS FOR COMPLETE DESCRIPTION OF TYPES OF GWB I0. SEE 0608 FINISH, SCHEDULE NOTES FOR TYPES OF GWB TO BE USED (I.E. W8000 40SISTANT). 11 FOR ALL WALL TYPES, PROVIDE INTERIOR FINISHES AND WAINSCOTS AS PER ROOM HARSH SCHEDULE AND INTERIOR ELEVATIONS, 12 WIPERS WALE SECTIONS DETAIL NOT THE SANE,CWONORION A5LWA1L TYPES DESCRIBE WALL 0001ONB SHALL GOVERN, 13. WHERE- SOUND ,INSULATION IS 15016ALEED,ON A WA/J. TYPE OR SECTION (00 OTHFRWISE REQUIRED) N SHALL BE CONTINU028 LENGTH AND THE FULL HEIGHT OF THE WA11, UNLESS 00001 /ICNIY NOTED OTHERWISE 14 SPACING OF FRAMI1GLMEMBERS INDICATED ON DRAWINGS IS THE MAXIMUM ALLOWABLE THE CONTRACTOR I5 RESPONSIBLE FOR VERIFYING ACTUAL LAYOUT PATTERN AND 011AN11/100 REQUIRED PARTICULARLY. WITH, RESPECT TO LAYOUT DEVIATIONS REQUIRED /0; AVOID CONFLICT WIIH,MECHAAICAL DUCTS, CHASES 0GHT FIXTURES 012 0114ER', RECESSED EQUIPMENT FOR (MIRES. ETC PROVIDE All ADDITIONAL FRAMING;' HEADERS, ETC, AS REQUIRED: TO ACC0610DATE AS APPROVED BY 0060 BUILDING INSPECTOR. • 15 P884DE (2) CONTINU9(IS 808DS OF SEALANT UNDER THE 80008 TRACK OF All INTERIOR WALLS CONN0TA54910 SOUND INSULATION 16. AT ALL AREAS TO REC8(1000RAMIC TILE (MOSAIC WALL), PROVIDE COVED TILE AT ALL INSIDE 0049605.ANO BULUi0000 AT ALL OUTSIDE CORNERS: -. SEE SPECIFICATIONS. 7. WALL TYPE SHOWN ON 110004 PLANS GENERALLY APPLY TO THE FULL EXTENT OF THE , WAIL SEE WALL AND' BUILDING SECTION FOR /00/106AL REQUIREMENTS WHICH MAY MODIFY. THE WALL TYPES ABOVE THE CEIUNG',LEVEI, 114 WHICH CASE THE WALL 5ECTI0140 00VERN 10 AT RESTR005 WALLS, SHIM GED (METAL STUD WALL) AS REQUIRED TO PROVIDE AN ACCURATELY PLUME 'STRAIGHT WALL FOR CERAMIC 0LE MPPUCATION. 19. C. PENETRATIONS OF RATED WALLS ARE TO BE FIRE DAMPERED, SMOKE 048208ED': OR- RRESTDPPED 411DI 1' RANG AS PER UBC 0000520 4304 THRU 4309. AT STU0S8911 CONSTRUCTION ALL OPENINGS: SHALL BE WRAPPED (LINED) WITH GAB- MATCHING GAB MEMBRANE EACH SIDE OF WALL EXCEPT WHERE ALLOY/ED OTHERWISE- '"'.8(1(10(50 OFFICIAL NOTES FOR ALL SOUND RETARDANT STUD WALLS A. WHEREVER CAULKING 10 CALLED FOR, USE A SILICONE -BASE NON- HARDENING COMPOUND B PARTITIONS MUST BE SEALED TOP, SIDES AND BASE WITH CAULKING. WHERE PARTITION SEALS TO A ROUGH, 108/0000 OR CORRUGATED SURFACE, SPECIAL CLOSURE STRIPS SHALL BE REQUIRED IN ADDITION TO CAUI5INO. C. ELECTRICAL OR 0111ER OUTLET BOXES MUST NOT BE INSTALLED BACK TO BACK. SEPARATE BY AT LEAST ONE STUD SPACE. 0. OUTLET BOXES MUST BE CAULKED ALL AROUND. HOLES IN BOXES MUST ALSO BE CAULKED. E PENETRATIONS OF SOUND RETARDANT PARTITIONS (I.E. DUCTWORK, CONDUIT OR PLUMBING) MUST BE SEALED WITH CAULKING. F. AD010(0NA1 ORATION ISOLATION MAY BE REQUIRED FOR PLUMBING/5 CALLED FOR 10 THE PLUMBING SPECIFICATION. CITY 0 APP NOV 5 1995 AS IE �111 BUILD NI ENV/ ION R TWO A VELA EA (8EO TUKWILA 'OCT 2 51 1995 PERMIT CENTER Copyright © 1995 by The BJSS Group. All rights reserved. GATEWAY CORPORATE CENTER TUKWILA, WASHINGTON AGENCY REVIEW G1.03 TUKWILA SITE DEMOLITION GENERAL NOTES 1. CONTRACTOR 6 RESPONSIBLE FOR ALL DEMOLITION WORK NECESSARY FOR NEW.'IVRK. ,E. 2. 1185 PUN 15 INTENDED AS A 008044OR DEMOLOION'FOR THE - :GENERAL INDICATION OF AREAS AND MATERIALS TO BE RB10(1;0, "10110 0RA9NG MUST 8E USED IN CONJUCTION WITH All_ ARCHITECIURAI, ME484801. ,AND BECTROA. 00CUMENTS, 3. DEM0UT0N WORK INDICATED ON THE , %ANDS I0 OIAGRAMMATIG AND IS PROVIDED FOR THE'CONBtAC18R'S VENIENCE ONLY, DRAWINGS DO NOT INDICATE ALL OEMCU00N MT(EQW8ED FOR ALL TRADES 4 WHERE 411,10V9. OF A BUILDING El0MENIIIIS 491110 FOR, R 6 INFERRED THAT ASSOCIATED PARIS ONO PIECES FRAMES; HARDWARE,, 48108GS TRIM ARE TO BE REMOVED IN TH04 ENTIREINUNlE55 N0TE011010184801 DEMOLITION FLOOR-FLAN FLAG NOTES 0000N6 0001(TO 'BE+RELOCATED EXISTING -DOOR AND „FRAME T0: BE REMOVED AND DISPOSED OF.- EXISTING CUSS AND LIMEN TO 81804 EXISTING 0 F R -,1105 '04D RE5OGEMS) (CONIRACTOR,MAY-PROVIDE- NEW TO MATCH E%IS11NC IN LIEU OF REUSING ^EXISTINGTTEMS) EXISTING RELIGHT AND FRAME: TO BE REMOVED AND DISPOSED OF 808040 (80140 FIN15H FLOORING AND BASE THIS ROOM AND DISPOSE OF. 4L1AF1 OFF 904058E RESIDUE k (01140 R10CUE 880M REMOVED FINISH FLOORING AND BASE 016 ROOM. REMOVE 08150440 CASEWORK 050 015400E OF CAP OFF UIIUTIES INSIDE WµIS AND BELOW 104 00 FLOOR. P0118 SURFACE ;, REMOVE EXISTING CRAB BAR AND 8100 TOILET ACCESSORIES AND RELOCATE TO NEW TOILET ROOM. PROVIDE ANY REPLACEMENT HARD WARE NEEDED .FRO A COMPLETE I851901ATI04. 8EMOVE EXISTING MIRROR LAVATb81, AN0 COUNTER INCLUDING BACKSPLASH SUPPOR6, AND ASSOCIATED 8111155 AN 011400E OF. REMOVE EXISTING URINAL AND FITTINGS IN ITS ENTIRETY AND 'RELOCATE (0R PROVIDE -NEW) TO NEW TOILET, PROWDE ANY REPLACEMENT HARDWARE NEEDED. FOR A COMPLETE INSTALLATION I REMOVE 1801180 WATER CLOSET.ANO DISPOSE OF. CAP OFF PIPES INSIDE WALLS. AND BELOW TOP OF FLOOR. PATCH 008680E REMOVE (0R .RELOCATE IF S0 NOTED ELSEWHERE): ALL EQUIPMENT ON EXISTING PLATFORM ABOVE 101111850810. REMOVE PU160881 AND DISPOSE OF CA9 OFF 01(0115 78500 WA1L.5 AND BELOW TOP OF FLOOR 48108 50R4901 SAWCUT EXISTING CONCRETE SLAB, PATCH WALL PS NEEDED WHERE INTERSECTING WALL REMOVED. DEMOLITION LEGEND AREA TO BE OEMOUSHED. REMOVE EXISTING DAUB AS NEEDED TO VERIFY LOCATION OF UMUIY UNES W11MN WALLS & CAP Off BEFORE REMOVING WALLS IN THEIR ENTIRETY. LJ REMOVE 12IS1116 LANDSCAPING. STOCKPILE PLANTS AND WATER AS NECESSARY. RELOCATE l0 NEW PUNTING AREA OR /S DIRECTED HER OTYASE (04 -SITE) AFTER NEW UNDERGROUND LITOTES, 5RE FEATURES, AND OTHER SITE WORK" IS ACCOMPLISHED. 8101000 WITH NEW LIVE PLANTS IF THE EXISTING PLANTS: DON'T SURVIVE (MINOR LOSS Or PLANT INES IS EXPECTED). -REAR ANY MACE TO EXISTING L7RIGATON SYSTEM. DAMAGE TO 180 88ICA004 SYSTEM IS PROBABLE IF NOT UNAVOIDABLE, THEREFORE BIDDERS SHALL INCLUDE IN THEIR 00 AMOUNT .REPLACEMENT COSTS AS APPROPRIATE EXISTING ASPHALT PAVING TO BE REMOVED. AND DISPOSED OF OFf -SITE .. EXISTING CONCRETE SLAB TO BE REMOVED AND DISPOSED OF OFF -500. PATCH TO MATCH EXISTING AS PART,OF NEW 0040. EXISTING FIRE SPRINKLER HEAD, 00 NOT DAMAGE VERIFY WT1H IS 0I SPRINKLER SUB - BIDDER IF HEAD TO MANOR RELOCATED EXISTING EXHAUST FAN /GRILLE TO BE REMOVED AND DISPOSED OF,„:. ' EXISTING SUPPLY AR REGISTER TO BE REMOVED AND DISPOSED OF. 1061(50 LIGHT FIXTURE TO BE REMOVED AND DISPOSED OF. 9:NCAONGTECNASFATRENOIS -BN8 1 10/23/45 NORTH PLAN NORTH DEMOLITION FLOOR PLAN 1/811 = 11.011 NORTH 111 1 DEMOLITION CEILING PLAN FLAG, NOTES 1] E% ISTINC 0811 SPRINKLER HEAD'LOCAOOM 00 801 DAMAGE, VERIFY WITH 'RE 0P88010R SOB - BIDDER: IF HEADS TO REMAN.08 BE RELOCATED. REMOVE 1815040 CEILING ' CARE61(10 40MOVE 911 105TIN0 CEILIN0 PAN111' 11GHT FIXTURES, 0ETEC1080, 5104 06(100180, ETC, rop 5814401.. GIVE TO 80111180 OWNER. INCLUDE 4510 , 00505 FOR' DRIONM, 7181E 011E TO CAREFUL REMOVAL A@ H8N0UNG IN 810 AMOUNT. D1SPoSE 04 1XSTIRG 0010(10,.08(0 CAREFULLY REMOVE ALL E %ISTINC LIGHT F(XRfRE$ � C SE80, EXHAU51 4ANS, DD ECT080, ETC, FOR SAL0ABE/y.06E 10 BUIll 100 0 NU M U -015 FOR ADDTUONAL,TIME DUE TO CAREFUL REMOVAL 95014810000 (N 8(0;AM0UN1 , DES Q ITISRN0, GWB CEILING , Imo simmv �! Eriinnimeniammome ■AIIaim ®NINomm a #e1111111® SETT® .■ soneis moms loam amurroom um IN Mama Emnamiiiiiinii eINeNl mums ■eoon Imo ee #�nos _ No En =EMI MIME 011111111111110111111:111r MIME 111111111 e!ee1iee111e11®7®eI !eMMIMI MINI Ns ®i■1w ®■1 ®®e11 ®IP® ®e mosi....mmlimikmaxsommminew 1111111101:311111111111111 A A I e PLAN NORTH NOTE, LOOATICII5GP LEILMG GIRi0.AVD 41.1 PDOUFE6 M& PPPRD%IMA1E . DEMOLITION CEILING PLAN CITY OF TUKWILA APPROVED NOV 15 1995 AS NDIL BUILDING DIVISION 1/8 l'-0" CITY OF ECEIVED TUKWIU OCT 2 41995 PERMIT CENTER Copyright © 1995 by The BJSS Group. All right e reserved. AGENCY REVIEW DTI.O1 TUKWILA SITE I :,'rii111(111iiiiiiiiiiaTurri,ii-rimTnITrumnInriliminiTrmlirTrIT f T�l��T1�1 T1 7171111T7raiTo '. EXISTING BUILDING E)r18TN0 FWER VAULT E %I4TR4 RETANING WALLS.IYP. 1 BUILDING 2 (OVERALL 86110140 FOOTPRINT 186,448 80. FT.) WATER VALVE8 GIBE SPRTI7.ER) GTECH AREA CF OCCUPANCY (81,60 SF, NTD MASON ERIN. BARRER,; FREE PAWNS ". �1i708T. CATO+1 BA840 TTP. STALL, TYP. C 0 E%181.. TELEPHONE MIGNIOLE 48191, 5447/884 SELLER MANHOLE EATER HALTS GATEWAY DRIVE PORER VAULT, 1YP. PAR4NG 854CE8 ARE ALOTTED TO TENANTS -, ...' 'ON A 86N4RE FOOTAGE DNA (A144808 .10 SPACE RR NPR 8R PT) AT SAME RATE 1414010+104 E5.111.0114. 14E E41LDNOCUNER'S POLICY 18 THAT NO PAROF4 BRACES, An TO BE LABELLED A8 REBERVEp, AND APE AVAILABLE ON 'A FIRST come BA818 TNR0444LUT 14E LOT. _. EXIST. TRAM ORAN, TTP. WAD\ MEN \SEA1TLL\GR- A101.VAG 70/23/88 PLAN NORTH SITE PLAN NORTH BUILDING DATA TENANT IMPROVEMENT FOR: BUILDING OWNER: ARCHITECT FOR GTECH TENANTIMPROEMENTS: 30'-0" = I'-m" GTECH CORP., 55 TECHNOLOGY WAY, WEST GREENWICH, RHODE ISLAND 02817 REP: KEVIN CONWAY, AIA, CONSTRUCTION MANAGER (401) 392 -7397, FAX: (401) 392 -4949 KEMPER REAL ESTATE MANAGEMENT COMPANY, 12720 GATEWAY DRIVE, SUITE 201, TUKWILA, WASH. 98168 REP: JOHN GLEASON (206) 241 -1103, FAX: (206) 241 -2191 THE BJSS GROUP, 320 WEST BAY DRIVE, SUITE 212, OLYMPIA, WASH. 98502 REP: REOBERT MABEN, AIA (360) 943 -4650, FAX: (360) 357 -9022 ASSESSOR'S ACCT. NO.: 271600 -0020 EXIST. SANITARY SEDER MANHOLE Sq5 �35q • N CITY OF TUKWILA APPROVED NOV 15 1995 AS NOfE 7 • BUILDING 010101018 CITY FETUKWILA OCT 241995 PERMA CENTER, Copyright © 1995 by The BJ55 Group. All rights reserved. CC z -wo Z c7 C, ▪ Z w CO) aC CC CC .J ✓ 5 4 F=-- W CT k,iii-j ' OV Ft 4 g® a �n ce k ill, v a w NI 0 J AGENCY REVIEW A1.0 1 TUKWILA SITE vIRYTMIA MANN WADAG1EGlA5EATTIEVTS- MATCH LINE EMT. WCR 46TAR mom 4 44 4 ELEC. PANELS+ 4 2 4 'P MNO OTST 4 O. SEE SWEET A118 FOR ENLARGED TOILET ROOM PLANS RIg2 CU1 EXI61•6 WALL 1014 CRE LAYER CP 5/e 06184 OvER 3 54 METAL STUDS • W" 0D-. A6 NEEDED TO HIDE (X4611400 4111461548 / COLLON EXIT ONLY DOOR 10/23/95 NORTH CITY OF TUNVBA APPROVED NOV 151995 AS N61EDD/a:. NN 31 /8 16` - / 035 w OR 0435(1 NEW FLOOR FLAN CIRCLE NOTES ES TI-HS SHEET r0 LOCATE NEW WAIL WITH ¢ OF STUD AT R OF ALUMINUM STOREFRONT MULLION. RELOCATE EXISTING E5N1RY. DOOR NUMBER 101 AND REPLACE WITI1 GLASS AND MULLION FROM LOCATION WHERE DOOR 1S BONG RELOCATED TO OR REPLACE WITH NEW TO MATCH EXISTING. EXISTING COLUMN WRAPPED WITH CWT. NEW GENERATOR AND CONCRETE PAD. +5AWCUT 0600010 ASPHALT AND PROVIDE NEW 1.EVEL 100 THICK CONCRETE SLAB UNDER GENERATOR WITH 2 (AVERS OF 6 x 6 WI.4 x W1.4 WWF 3° A140VE BOTTOM OF SLAB AND 3' BELOW: TOP OF 5128:; VERIFY GENERATOR SIZE. 1T-0* WIDE CHAIN LINK DOUBLE GATE WITH PADLOCK READY LATCH AND CANE 'BOLT5 AT .BOTTOM OF GATE. 12' z 17 x 6' THICK; CONCRETE SLAB W014 5LEEVE. FOR CANE BOLTS AT GATE 4" x' 6' -0' HIGH .(ABOVE GRADE) STEEL PIPE. BOLLARD FILLED MTH CONCRETE WITH Y -0' MIN EMBED :INTO 12' x 100' x 3'-0' CONCRETE FOOTING. SLOPE TOP. OF FOOTING T0'DRMN AWAY FROM PIPE. 1C-00. HIGH CHAIN LINK CATE WITH GRAY VINYL SLATS. '.. CUT EXISTING ASPHALT FOR NEW POST FOOTINGS PROVIDE MIN CONCRETE FOOTING SIZE OF 12" x 12 "x LEP DEEP. FLOOR r'LAN GENERAL, NOTES 1 SHOULD ANY OMISSIONS OR CONTRADICTIONS BE DISCOVERED IN 'THESE CONSTRUCTION DOCUMENTS, THEY SHALL BE CALLED TO THE ATTENTION OF 1HE ARCHITECT PRIOR TO BID OPENING, BIDS RECEIVED SHALL BE CONSIDERED TO INCLUDE ALL HEMS SHOWN, NOTED AND /0R SPECIFIED FOR A,' 'COMPLETE PROJECT: 1 DIMENSIONING' EXTERIOR MASONRY: BALL DIMENSIONS ARE TO EXTERIOR FACE OF MASONRY,.: UNLESS NOTED OTHERWISE INTERIOR FRAMED V/ALLS ALL DIMEN 115 1E "10 FACE. OF STUD, UNLESS NOTED OTHERWISE,: yam. ABBREVIATIONS:., 0.0.5. - FACE'OF -STUD • WALL CENTERLINE OF WALL STUD NOT INCLUDING- FINISHES OR '(HEMMING COI. -, CENTERLINE OF COLUMN'S DOORS: AT DOORS. WITHOUT LOCATION: 044468ION5, SEE.. - DETAILS TO:,LOCATE -HINGE JAMB -. 3. PROVIDE N,W 1086 SEALED ON T00 OF ALL EXISONO AND PATCHED S S WITHIN WORK AREA 4. '410088IDOR WALLS: PROVDE CONTINUATION OF 1 -HOUR .WALL RATING, BEHIND ALL EQUIPMENT, SUCH' AS ..FIRE EXTINGUISHER CABINETS ELECTRICAL PANELS ETC, BY RUNNING DNB BACK -& BEHIND 0404050 ADDITIONAL ,< BLOCKING AND 'BACKING AS REQUIRED. 5. SEE INTERIOR ELEVATIONS FOR CASEWORK. FIELD VERIFY LOpCCA4TION OF ELECTRICAL AND OTHER WALL MOUNTED .ITEMS ?4214 /RCH1ECI. 6. SEE-SHEET G1.01 FOR', SYMBOLS,, ABBREVIATIONS 2205 LEGEND., SEE 24EET G103 FOR WAIL TYPES. 7.' IN 1)10 EVENT OF ,CONFLICTING INFORMATION WITHIN -THE. DOCUMENTS DISCOVERE0 WRING CONSTRUCTION 15605141151)1 OONTAC1' THE ARCHITECT FOR CLARIFICATION. PROCEEDING. WITHOUT SUCH CLARIFICATION IS AT THE 1 CONTRACTORS RISI(,/RD COST 8 5EE SHEE1 2803 'FOR TYPICAL BASE DETAILS NOT ' 'SPECIFICAL.Y 4EFERENCED ON DRAWINGS. 9 'CONTRACTOR SHALL SEAL AROUND ALL PENETI IIONS OF ',FIRE RATIO WAILS INCLUDING BUT NOT LOIRE 'ITV PIPING DUCT CONDUIT, ETC. WITH FIRE- STOPPING PER UNIFORM ' BUIIDING 00008000180MENTS AS APPROVED., 10. CONTRACTOR SHALL 6AINT6N THE INTEGRITY OF THE VAPOR BARRIER MEMBRANE AT FLOORS WALLS AND ROOF, BACKER " ROD, SEALANT ANDOIHER APPROVED MEANS' SHALL BE 4 APPLIED CONTINUOUSLY AROUND-ALL EXTERIOR, 000N AND ', WINDOW OPENINGS AND OTHER, AREAS OF POTENTIAL MR:. INFILTRATION INCLUDING STRUCTURAL, MECHANICAL AND' -. ELECTRICAL PENETRATIONS THE CONTRACTOR .SHALL REPAIR ANY DAMAGE TO VAPOR BARRIERS, OR.REPLACE THEM ; PRIOR TO 60468 40 PPPR0050 11. ALL EXPOSED, STEEL BELOW FINISH CEILING SHALL BE FINISH PAIN1E0 UNLESS NOTED, OTHERWISE 12. REFER TO REFLECTED CEILING PLANS.T•ELEVATIONS, SECTIONS 18/00108 ELEVATIONS AN0 DETALS 0041 0001TI0NAL DIMENSIONAL, INFORMATION NOT SHOWN-"ON FLOOR PLAN$. FLOOR PLAN'LECEND :00(026 WALL TO REMAIN = NG WAIL TO BE REMOVED x X x X NEW WALL (SEE WALL TYPES SHEET G1,03) W.-----et■ FIRE WALL NEW 2 -40UR. RATED (NOT REQUIRED BY CODE, REQUIRED BY G TECH FOR OPERATIONAL AND INSURANCE REASONS) AREA OF NON-COMBUSTIBLE RAISED ACCESS PANEL COMPUTER FLOORING SYSTEM (12' 11I011) FEC -FIRE EXTINGUISHER IN CABINET FIRE EXTINGUISHER AND CABINET SCHEME NEW 2210 BC BRACKET. MOUNTED: . ROOMS 113, 122. NEW 10 BC :HALON, SEMI RECESSED: ROOMS 113, 114, 117. NEW 2210 8C, SEMI-RECESSED ALL OTHERS SHOWN EXCEPT THOSE NOTED AS EXISTING TO REMAIN NOTE,AT ALL NEW SEMI-RECESSED CABINETS PROVIDE GWB'AS REQUIRED BEHIND' CABINET FOR 61118UAT10N. OF 1 -11018 RATING (WHERE REQUIRED).. FIRE EXTINGUISHER LOCATIONS SHOWN ON'085916GS MAY BE MODIFIED DURING. CONSTRUCTION PER FIRE MARSHAL'S DIRECTION IN ADDITION TO UNITS SHOWN, INCLUDE IN BID (1) ADDITIONAL 2A -1686 EXTINGUISHER (BRACKET MOUNTED) TO BE LOCATED AS DIRECTED IN THE FIELD BY ARCHITECT, OWNER OR FIRE MARSHAL. • CITY R OCT PER CENTER Copyright © 1995 by The BLISS Group. All rights reserved. AGENCY REVIEW A2.01 TUI(WIIA SITE o \G11111\SUmE\G - a+seDw0 10 /23/a5 NORTH SERV. CARR 1 121 CORxz 1 0231 WAREHOUSE 1 1n u O I0 CORRIDOR 'DT 1 1_ c c c 0 0 (SR J FOFF.I� RAI Q 1 Im I ENTRY I los 1I ' "1 0' c 0 c" 0 c 0 TRAINING Im I PLAN NORTH FURNISHING FL24N ®®® ■111 ®® ® ■ ■1 ■1101ot1 ■0 ®11111 �11�11®II@3 ©000® ®0® ®1111111is® ®1 IFAILISIEQi1M3fr3111®u MIN ®11®® ®1 I1DI®F®1 ® ®®® ®1 1110311011111 a ®11® ®1111 ® ®■ ®1191 ® ®11®1 ■ ■1=111 111111■ ■1 i{'111®1111 ®u®®I1 ®0:® ®1 PLAN NORTH FLOOR TILE LAYOUT 1 /8" = I' -0" NORTH 1595 -0359 I /0" = I' -0" CITY OF TUYWILA APPROVED NOV 15199 AS MJMEf1: : e xt BUILDING DI V S1 FLOOR TILE LEGEND 11 STANDARD 2' -0". -x 2' -0° ACCESS FLOOR TILE. DIFFUSER 2' -0" x 2' -0' ACCESS FLOOR TILE.. GROMMEETED 2' -0" x 2' -0° ACCESS FLOOR TILE. STANDARD 2' -0 x 2' -0" ACCESS FLOOR TILE WITH CARPETING. DIFFUSER 2' -0'x 2' -0' ACCESS FLOOR PIE WITH CARPETING. GROMMETTED 2 0" x 2 0 ACCESS FLOOR TOLE w1TH CARPETING HECE 01920 OF NOTE PROMISE EXTRA STOCK AMOUNTING TO 5 DORA PANELS OCT 2 OF EACH TYPE FOR FIELD ADJUSTMENTS PERMIT EMMII.A 1995 NTEH Copyright © 1995' by The BJSS Group. All rights reserved. ffi O Z CI C.) z X W CC Q CC 0 CL V Y w 1—° CD AGENCY REVIEW I A2.02 TUKWIIA SITE 6` \CADKCTECWYSEA?TLE\CTS- BV,SEDSO 10/23/95„... Ark ■ 1111 ■1111■■■ Ei S!a ■ ■ ■ ■11■■' ■11ii■•■■l1,I1M1n ■11■■.■ •■LL■■•■E■ cum 1.. ... 11/111111111111111111N1111111111 1•11111•• ■■■■■ ■■ •■ ■ ■ ■11111MIN ■■iQ ■ ■11■11■ ■ ■ •n 1111111.1■ ■��eres�w��1 1 ■■11■■ ■■■ ■ ■ ■I■ ■■■i■11111■■■ ■ ■ ■■7q ®■ ■N■■�■ ■I ■ ■ ■ ■ ■■ ■ ■ ■. 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INTINIMMEIMEMEMINIMENNIM11111111111114 I■■■■■■■=r� ■ ■ ■ ■ ■ ■ ■ ■I■1�1 ■ ■11 ■ ■ ■11■MI ■M■li ■■ ■■ ■ ■ ■■ ■ ■■1 1111■■ © 111111■1111!■ ■11 ■ ■ ■ •■ ■ ■ •■1i ;■■nni � I■nnnnnniinin■■■■■■■ R ■■ I I■■■■■■■®■■■■■■■■ Ii ■■■■i ,a I■■ ■■■n■■■■■■■■■11■i. ■www.I .w■wwwwwnwwlIwwwwww■J NORTH PLAN NORTH 5-Q3 REFLECTED CEILING PLAN 9 TYPICAL PARTITION BRACING DETAILS 0x1571221 WOOD BEAIN K OR RIRL SNIP OFF 20106 EDGE, CLIP THROUGH RAZE, REND ANO 5080 am N0. S 0CRS00 DEEP LEG TRACK PAINT SLACK N0.0 101:916, - PANTED SLACK 612100 TO ALIGN 8/ TYP. ELACK RECESS • TOP 6 IYP. PARNTIO2 r GA 80 SNDORALE REILED TO 100 TRAGIC OF aMJ-L T.HAR GRID CLN1.. ACROSS TO OFWA.L "IRE - 11 FIELD CN RAHBETIED EWE CF CEILPY5 TILE 0111.1E CF 8)BP.001LING WETS WALL PENETRATES 0EILING GRID NOTE: SUPSFENDED CEILING IS NOT INTENDED TO BRACE PARTITION WALLS. PROvIDE TYPICAL SEIStlIc BRACING AT TOP OF ALL METAL STUD PARTITIONS THAT DO NOT CONTINUE UP TO STRUCTURE AEOVE 8' -0' .OL, (BRACES. NOT 'REQUIRED WITHIN 8' OF INTERSECTING PARTITIONS.)., TYPICAL PARTITION WALL SEISMIC GRACING I I/!" • 1' -0" 4101441 144 I Oki , 14 r 61'FS@I61RAP TIE (65T OR 66L) 14 (4IK£'STEEL 817E6P TIE W1H (9) 32100418 OR 18) 1,41.6 606800 TYP. a INIFR/OR IFALL TOP 01.41E JOINT TYPICAL SEISMIC TIES 0 PARTITION TOP PLATE 3 "eI' -0" TEripoRARvemispvi AND TRIM cur EXISTING IN6ILATION 1FLME / vAPOR BARRIER AND, REINSTALL AFTER NEW WALL IS IN RACE HERE NEW WALL EXTENDS TO aortal CF 0X187. ROM SHEATHING IFf�► 6 %161'0. PLY100D5ME4TH8Yr,' SLBULA1(04 AND FLAME /vAROR, WRAPIHE1AL STUDS AND G9H AR40ND EXI611NG WOOD 664115, PUR•1i6 AND 54eMB119 90008.TOP TRAGIC TO UNDERSIDE GO ROOF 5FEiATH6Ya WITH 1/7'. LONG (MAx). SO0EW OHMIC 10 AVOID FENE1RATING 21000 NENBF 10 - TYPICAL METAL STUD WALL/ROOF STRUCTURE INTERFACE O NT.S, 52)% SCREWS 710 x 2" RAU L ZAMAC NAILIN" FASTENER AT 18' O.C. a SLAB (BEARING WALLS), 32 O.C. ELSEWHERE. (340' x 1/8" FASTENER 21 ACCESS FLOORING) OR HILT) DX38 SHOTGUN' WITH 1/8' HILT! FLANGE PIN WITH LIGHT GAUGE SHOT a ACCESS FLOORING 632" OA. TYPNICAL METAL STUD BOTTOM TRACK ANCHOR BUILDING DIVISION NOTE In lieu of a specific approved lateral force resisting design for the suspended ceiling system, installation shall be in accordance with UBC Standard Section 25.210, Part III. I Compliance will be subject of Beal inspection. NOTE TO SUSPENDED CEILING SYSTEM BIDDERS / INSTALLERS: VERIFY LOCAL REQUIREMENTS FOR SEISMIC BRACING WITH BUILDING DEPARTMENT PRIOR TO BID, AND PROVIDE AS REQUIRED.- BUILDING DIVISION NOTE Where insulation is to be installed on the suspended ceiling grid, light fixtures must be IC rated fixtures, or a method for 'tenting" the fixtures must be provided to insure that a minimum of 3- inches clear space is provided between insulation and light fixture, at all sides and over top of each fixture. Compliance will be subject of field inspection. REFLECTED CEILING NOTES INSTALL CEILING PER REFLECTED CEILING PVJL. REFER TO WORKING POINTS OR ANY REFERENCES INDICATED ON PLAN WHERE WALLS PENETRATE THE CEILING, CEIUNGS ARE POSITIONED. EQUAL /EQUAL IN BOTH DIRECTIONS OFF ENCLOSING PARTITIONS. 2 DOWNUGHTS WALLWASHERS, DIFFUSERS k REGISTERS SPEAKERS, SPRIUKI ER. HEADS, SMOKE DETECTORS ETC.' SHALL BE CENTERED M COIUNG:DLE UNLESS OTHERWISE N0TE0., S WHEN RE001RE0 LIGHT FlXTURE CHANGES DIRECTION PROVIDE BRIDGING tS 4. COORDINATE WORK CLOSELY WNH OTHER TRADES PRIOR TO CLOSING OF CEILING, ALLOW FOR INSPECTIONS AND TESTINGS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION TO INSURE PROPER INSTALLATION AND FUNCTION OF WORK ABOVE THE CEILNG 5 CEILING WORK REQUIREMENTS SHALL BE EXECUTED IN SUCH A' MANNER AS TO PR01DE A CONTINUOUS MATCHING AND ALIGNING CRIED THE FINAL CEILING INSTALLATION. SHALL RE FREE OF /11 NSUAL DEFECTS G THE' GENERA_ CONTRACTOR SHAT PROVIDE METAL EDGE CHANNEL INSIDE & OUTSIDE CORNERS, COLOR WHITE, AS REQUIRED FOR SUSPENDED CEILING SYSTEM.. 7. CEILINGS 9N CLOSETS SHALL DE OF THE SAME' HEIGHTS AND CONSTRUCTION AS THAT OF ADJOINING SPACE, EXCEPT AS OTHERWISE NOTED. 8 • THE GENERAL CONTRACTOR +SHALL PRONOE CUTOUTS AND OTHER SPECIAL PRGNSIONS IN AC0US1100. WORK AS 81301010 RIR LIGHTING FIXTURES REGISTERS, DIFFUSERS AND OTHER INSERTED. 111755 9 THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IF 1111 'CEILING GRID SHOWN RESULTS IN "80017/ PIECES AND ADJUST SAME IN EACH AREA WHEN AN ACOUSTIC; CEILING TILE LINE ENDS.2 INCHES OR LESS 0 MOUNTING DIMENSIONS ARE TO THE CENTERLINE OF ITEM, DON: 1. ALL C2UN00 TO BE 9i-O": ABOVE FINISH SUB 0/ 9' -G ABOVE FINISH 'RAISED FLOOR, WHICHEVER IS APPLICABLE UNLESS OTHERWISE REFLECTED CEILING LEGEND EXSTING WA1 TO REMAN OR NEW WALL UP 10) - ONDERS101 OF (BUT N0T PENETRATING) SUSPEN0E0'CEIUNG. EX00/40 WAU. TO REMAN :OR NEYEWN1 PENETRATING CEILING, 901 DOES NOT „CONTINUE UP. EXISTING WADTO REMAIN OR NEW W7l1 PENETRATING CEILING TO STRUCTURE ABOVE.; PPPROKIMATE LOCATION OF SEISMIC BR /DING UP TO STRUCTURE OR OVERHEAD BRACING ABOVE SEE DETA45 ?THIS SHEET 1” $E6\IIC +T! CPLATE: SEE DETAILS, TINS SHEET 2=:31=F NEW LICK FIX1URE EW UCNT.ON ENEROENCY;PDWER C1RCUR. SUPPLY AR DIFFUSER. NEW WALL MOUNTED UGFIT FIXTURE. ' CEILING GRID LAYOUT STARTING POINT. CEILING TYPE 01)060 HEIGHT CITY OF TUKWILA APPROVED 603 1 5 1995 AS NUIE BUILDING N NEW NON RATED 2.2 SUSPENDED ACOUSTICAL PANEL CEILING SUSPENDED FROM EXPOSED STRUCTURE ABOVE. PROVIDE MISCELLANEOUS ADDITIONAL METAL MEMBERS (5TUD5 Z HAT CHANNELS ETC) SPANNING ACROSS EYJSTING ROOF PURLINS AS,NEEDED -FOR ANCHORAGE OF SUSPEN5ON WIRES, ETC: PROWOE ACOUSTICAL CEILING INSULATION BATTS ON TOP OF 143 -19 PANELS WITH HAMESPRFAD <25 (NOT OVER OR IN CONTACT WIRI. LIGHT FIXTUR75) O NEW 5/8" LOUISIANA PACIFIC FIBER REINFORCED , FIBERBOND GYPSUM PANEL C0LING SUSPENDED • FROM EXISTING ROOF STRUCTURE AB0VE NOT USED. e NEW 5/6" CEIUNG SUSPENDED FROM EX15RNG .- /000 STRUCTURE ABOVE. EXISTING EXPOSED STRUCNRE. (1C PEI _CEIVED F TUKWILA 41995 Copyright © 1995 by The '6255 Group. All rights Yo awed. w 1- z 0 I 4 CC 0 d cc 0 V TUKWILA, WASHINGTON z AGENCY REVIEW ADJACENT ` ' TENANT IMPROrErEN10 TH15 SPACE ADJACENT TENANT SPACE EXISTNG ROOFING. STEAMING, ` TENANT SPACE 518 -RF6 W AV WALT. EXISTING R.AME 5FREAD / WAFOR BARRIER TO BE MAN1AtNED ANWASSWoot WitY -.-- EXIS; DEMI911G _ NORTHW MOBIL O VIRGINIA MASON CLINIC 1 / I 1 \ E, -\aH16 PtI1.MS EXLS .' U -LA1 0010 1l LL f EXPOSED FACE FNSa-AT1Rt NEW PARTITION 0091IC EFFACING /I: E AA I � << '. I I I NOTE. V I TO MALE R-AE.9PfEADI RUNG LESS ■ A TNAN All- LOLAT!Qlj relusitemin ACP6TICAL CERNG I - Uhl COLA,, WIG -BAITS NOT Pi = CONTRACT INN LIGHT WIPES/. SEE $+cc: mml. I - j I ! _ -. ,: ,:a a v +v- ,: L $ OPERATORS 0,,,,A000, -i SYSTEMS O SERVICE CORRIDOR AREA © EQUIPMENT ROOM NOTE: FIRE SPIN BE INCLUDED W ACCESS 0.DORI ALOES> PEW SEALER • EXBTNG SLAB I,_..__._________.._ RAISED 0.0ORINa ME EAST-WEST SECTION 1/4'I = 11-0" =J EXISTING WALL (150 um<EXCEPT ELECTRICAL) EXISTING OVERIEAf DOOR TO RENIAN WAREHOUSE ET 21NCLIW 5HALL :DER RAISED NG SYSTEM SEE MECH. DRAWINn5 FOR NEW ROOFTOP FECH.120016 PANEL BUILDING DIVISION NOTE Where insulation is to be installed on the suspended ceiling grid, light fixtures must be IC rated fixtures, or a method for "tenting" the fixtures must be provided to insure that a minimum of 3- inches clear space is provided between insulation and light fixture, at all sides and over top of each fixture. Compliance will be subject of field inspection. NEW 545 0000D ACOUSTICAL CEILNG SYSTEM. WITH CEILING SOUND / THERIAL INSULATION 0475 (NOT IN CONTRACT WITH LGHI.FIXTURES). ANY EXPOSED FACE'CP INSULATION TO HAvE A FLAME5PFEAD RATING LESS THAN 25 ALL LOCATIONS NEW 401GRETE RAMP H LA`IDI. 5Y 5/.60IA0VA TIP. -IR "F LATEX CONCRETE 0 AITENT. VARIES KA010" 1<4 101 -02 0151 ?NI00006 - 0<1001<4 SERVICE CORRIDOR. IZ EXI. NG CONCRETE SLAB Q .NOTE: EXFO5EB FACE OF INSIIL!{RI TO NAVE R.A1ESPFEAD RATING 56 'THAN 25 ALL LOCATIONS) NEW 5115PENDED ALCLL4TICAL CEILING WITH !LING INS4L. BA 5 NOT IN T UN LIGHT FIXTURES). SEE 61EET A421. E01010 446 0100.46 EXI6TI1 [AU- LAM 9E 10090000002 PARTS STORAGE 2tl BENCH REPAIR ANC UNIT COITIUNICATIONS EQUIPMENT ROOM I CONK. RACKS OPERATIONS AREA RAISED ACCE55 PANEL FLOORING 506751 1'-6 10 -0 RAMP SECTION I /4'I '11 -0r' 1EMP0R451100700E EXISTMG R.APENA°0R 04000001D RFMOVE (TRAM CUT/ 001010G INSULATION ALOCATION INSTALL' Ne0 > SOLID BLOCKING AND 19500 PEW RJGf1OP, l'1EON. AND COHBIS11440 LF (47TH 0004IRLINN PROVIDE JOIST 64>YE1R5 AT EXISTI0 '4HI6 FIRLN5. - REATTACH EXIS-1NG FLAT'ENAPOR BARRIER AT G115 IS INSTALLED 10101000TT0100 EX1611NG RCG0 SHEATHW o I T T 1 1 L I 1. 1 RAMP R415E0 ACCE6s FLDORINa EXIST, BLAB ITH NEW SEALER CONTRACTORS 0011)40 TO USE EX1101000 POLYSTYRENE FILLER 10 LIEU OF 50LID CONCRETE VIM MEN BOND BREAKER C-00 RI1ME 9510VAL OF CONCRETE) CITY OF TUKWILA APPROVED NOV 15 1995 AS ND I ED'. BUILDING DI (SION n,pyytuy� MEN, CORRIDOR TRAINER'S OFFICE NORl- -SOUT 4 SECTION I/40 _II -all IVADVCIECH SEA1ILEVIS- AE01AWC. 10 /18/95 STEEL CRADLE SUPPORT STRICTURE TIP. UNDER A/C LAM 50 A/C UNIT SUPPLIER/INSTALLER NEW SEALER ON EXISTING CONCRETE FLOOR TIP. AT DATA OENIER AMA (RAISED ROM) FIRE MARINA-ERIN& SHALL BE INCLUDED UDER RASED Af0CE56 FLOORING 6061EM NEW CONCRETE AT RA1P: SEE RAMP SECTIQN THIS SHEET. FOR CALL0118. REPLACE CONCRETE REMOVED FOR NEW UNDERSLA5 'PU019t0 5 -0359 0 00 TU D CITY OF: TIIKWIIA OCT 2 41995 PERM1T CENTER Copyright © 1995 by The &155 Group. All rights reserved. AGENCY REVIEW A6.01 TUKWILA SITE m NQTES T01NtER R ELEVATIONS' 4. 96RIOR'0065 N$ NAVE Ri�1 QMW1j id TOELT 20006, WLLS WIH 265511AR NABR 0800021065 0A'OM00100 IXNUW85 OF ii%IURES`WU 0010FEx 1140 tlF IN0U.9M 0,41 WALL'YLJ{ff 6,4902 ELEVATION' DRAM. 5x41 'MI 44005E R FROM BEING HALT' OJx51RUOlOO fM 11001409 AS LED. II. 'Ill iRAD6 0000 2 MDN 0011110 ACHRE 1270015 AS 5140X100 N1ERIOR 44122110 WOR0651E W11.49 0411110 FRN0OC UYOIR ENFM 0 RE18 dl FIFVAM .0, PROVIDE 119010 IN //LS AS REQUIRED FOR x6EIILAMEWS WILL- NOUNRD RENS INCLUDING FOIC 11915 ARO ELECTRIC, RENT ((SEE 01400000 650000) 50800001E NFOHr AID 10021101 0 5210510 P01102 FOR 00220 211 AS P6 CASEWORK SUPPLIER'S REGONUENDA1100S AM rYMCN fl21%nc OEtmS. 5 02 2210ROAMS FOR MOIA ICC65002& 1 02 1 FIELD SERVICE DIRECTOR'S OFFICE vs" . 1' -0" INTERIOR ElEVA00N5 00 AII,J LLUSIRAIE ALL ELECTRICAL OR NECNINICAL Ilflb i0 0 IOCAT9 14 WALLS SEE 2001401'YND 0,000141 INFOR 410.1 20 0EVa0EMMS 2010110001010010220206500200022065221000000000112001011 21941 52100 /LMO SP059ES ASE K01 GRIMLY ILLLISTEMED FOR CURT( OF 145E 0065065. WAIL BASE 01YPEN5Y n01 SNOW( :SEE 0002 115210IED WROAL. 0054E P'Cf550R16 IRE XO15N000 ON W20RIOR 0EVAP011S EY%OT 10000000 0 0001 10!0550 &FS, 0010015 .11205 OR U2100 51110/61001 BE 20000 410 0001601.000 RAS FOR 1 010 000179 00'00 191911 T901,910' N E 03 CORRIDOR 1 /01 • r -0" SEE SHEET 08.01 (TUKWILA SITE) FOR ELEVATIONS E 1 04 1 105 1 TOILET ROOMS (1011 CORRIDOR 1181, , 11,0„ i. FlNR 10916 SIWL 00 U10ER Nt 9In11 OR'N0VA0i CASEMOM N ANY 4Uu 5 SCHEIAEU WILL 80151 NAIFPoIL SH4l ITICHLY 20hWL22 9005 WNl- 050165 RFM DUE MAR 0200 009.050(. 9. OOLVI 51410 9100100 01 00010000 90221 BE 441,065 ON 121 SMP DW22022 '0. FlNSN 001 EAMSED 51200.,5 0 6002YOAK 41'9 CUUNIER10P0 I I 000022005000 4006 ON C'''54.''''''' 011 0112 1 0, 71,:,,,, 014RW0E x0m Iz '017011 65'0422&001500101000402120110 4101N01 0 Nff GBN2T'- 1000010 CF OOg0) MN 001112 CW1111010P THE 6 0041 001000 9mM *012216 1122 000001L PN 0125 m0K 102E 6W9EU 1005100 "10), 10P OF 102E n"??,, 000051 NP. Il PAO00E CDMIEA 5{01/01 000040 5 /9 PEDAREO,` 955 01 4 4 OF. )02 004!) FOR ILL 000010/055 001 SUWJ1I6 01.04s E G9NE15, 01405555001020111 "l'aE OIIIERNSE' 14, lOG6 f0P 0Ill W411WM CA2WQRK Y R`Ia' FlN91 0092 0X005 000200156 001 :' 521902 FLEVRI0I!M FOR 022299021002222210210)02. i 15, gOES ORERN/E XO1,D 0551000 ON DIIAM00S 025 0210 BASE 029005 SWLL GAVE C 900 fl10N9"x. SH 000 SMIE 14000 0ESPU5x 40002E FMS 0 ' GBW95 0EUT NWS BMMWI00116.10 BE PEI5112 001YAAIE 0n D/0 PA¢ 50 fi00R0'MEN 1055 002 PVST9 001141E BsTAit 0t1E5 9141 BE 0 SAVE 15. NL 0450500! 5X41 BE SFUJft9Y 02010211 10 50115 020 ISWA510 C000RN 10 509000 95FPDR 0 0 10 0 02 00 OF I0E 01210 OF 51050/50 11, 001NE1900 O80M05 SIW1 0120* 49001,10420005 bF 5UNB111 00115 020 1&2110 0 IN5141E0 H BASE 00B*Ei GWERW. 20x10651001 SH41 0000241611620010110110001111001 049 &0.05211 REINS 15112 ELEOI 'RCIL 510101 I'I':' l0f 100020 0 04120X2006 SNWL 0E OMXM EO 102E 41141/1011 0211& 021051001 P00110 JHR 510216ANY NORIt 10 4l11.1 0 201014 05040 1T OFF 9105 BE 6415411 W11N 0052205 100/02100 /0,47400190505500050209100221, INDINWM 1045161140E 00000210. 19. 0015410X0 SNAIL BE 000129E P01L0*0 OPF1190.0l0, Un165 of 001540 0010, 111500.4552001040 *10010,10,200.00210112100501501140 04010 PER 114E 525911 MM OIC0I6105129 4112 i500061AWNAT 0 1141010000004944414100151100100000065000250401 NL 921005 SHILL 11M14 �M0 00[00 Ih0 ENDS 0 61ED AS PER 06 65004000010 1101 FROM 0010.00 91 5100115 x191414£5 Fl09RD N1N1 PI. C UNNUIE 10 N4TCN 281000 0091 AE OPBI 541 0VII6 0005 025EW42(9ULL NA42 0DOFS'.004900.50 001 000E 921000. 1115201650100 50-1/? 50019/10 0001 021 A I' S1RUCiLFN CCIa: 0 , N 11110' ,. A 0.. 504 RWk P2NEIS .. 6516 2ND AYCDS 001105 OFBM1 10'14 .00 105 OK 140100 OF 20 00 S (0056 001 a 011100 E c4OSFD ' (1, " P CDOWL5U5 MUIII Ni0P5 026 REQOF2D RO" 025401 500001 ElO 1021 BEHM QV 540040'0 NUfS�P IX FNIFR PMIEIS BE1WEFx FINDS 1 Of 0000,15 AXD AOYCEJIE IW115 4 D.ws 0400 1'•• MWDND $06 j1N WOK 110 �,AB701 *31NI01gH9 5450000 NAILS, VE2DY O'"s'- ,4ROJN FI90 2ND 1100E R1ER PAYS '''''''..r, ArE 0010 TOP Oft %➢LCE QN GBNiT,W0111'IS.REWM2L 011 fR "55/64 AS SMNjI 1X15 9ULL BE EFI£CRO N THE'. O 1Wi F%Dj.IE MNNECPS REI'V A .. ." - . 22. 2001 NFICXI OF 000U01 05 04 , 5201600 2 415 94 02*200 OOR 10618 501 ER4N AVO 02042 Y 10 MOSRJBR 02 111 0 9 1 0 ORAMM 0I2O IM WAY VA0R AFPM10N0 01 14C410K 0 22 0 01110 4.1' 2 4 I/C00 07205011 1221 00) U O w 16' -7 3 5/8' T -Il' 3 5/E T -111 3 5/6 PLAIA WAINSCOT WITH METAL EDGE - PIA11 COUNTERTOP BACNSPIASH AND SIDE SPLASH, TYP. MD LAVATORIES GENERAL „NOTES TO TOILET ROOMS �' I , 521 0819 NYE5 9WL 0 4015 05561201 01 = 1j: 63..EQ. 18' 18' CIR, CU? EQ.� EQ,% 16' JINN' MIRROW hwu9m IRMOft 511Mxrt m aosi m 1VOSAPoUNO m5E a 041 L9NBI94tt64REs W 241 591 �W 11'00IIdFR 01WNis05IFD RPros''4E 00011 NNLY10101405 241 ROSWL. AVM W 10001 54415515. VERIFY 100000 WI0 000. MONDE SOLD 527020 Ai WAIL N[A11011i' 0 WE10 9 01 '0 WLL BE,1020150 36/. Z 01/ TE WALL 50V 02010011 0505191 I2E 00 910001 A W0 0 DW 115..0 0 0011 5022 4E A0CE49091116 9WL 121E A 55410401 0 D1 -N ARO 0112100715201 RN2 40451RUC1104011005 n /D )RRVICE WOR aONR WASNDICT6I Spit tVAREI PROAD 5.54.1Mx OH 414 90'0550 0P55 W ALL 0200.010101147 0006 N E 104 1 WOMEN 1/4" = r -0" SHEET VINYL COVE BASE, TAP. W PROVIDE 511. ANGLE COUNTER SUPPORT BRACKET AND ADDRIONAL STUD THIS LOCATION PWI WMNSCOI WITH 0E-pi, EDGE COUNTERTOP SOAP DISPENSER TYP. 02 LAVATORIES NOTE: PROVIDE BACKING FOR ALL WALL MOUNTED ITEMS. VERIFIY SIZE, MOUNTING HOLE LOCATIONS, ETC. WITH SUPPUER, WALL BUMPER PROVIDE BACKING WOMEN TOILET ACCESSORIES AND ABBREVIATIONS. LEGEND 30'x32 MIRROR 1/101 PLNI WAINSCOT 4'0TH METAL EOGE NORTH ENLARGED TOILET PLAN I /4'1 = 11 -011 PROVIDE Sit. ANGLE COUNTER SUPPORT BRACKET AND A0DIDONAL STUD THIS LOCATION URINAL WITH N , E10NOA100 BOWL E 1 105 I MEN SHEET VINYL COVE BAS , IYP. Cr CERAMIC 1111 79 0029 525 fr1IINaiE .APIA 1a,. 10 %MUM MAY NAS15 10A9IY]E RD PAM DIM 065060 400 . 10511591 COVER 0140000 020y 915 DSFOISER Sig m wm CEO IRA0 01150 N /.0205021 150 1041 510 DSPDI4A tiRI WC U WATEERR CLOSET NNN/pp NH VWC NKh 0/1 010000 CITY OF TUKWILA, APPROVED NOV 15;1995 AS 00120 BUILDING DIVISION C: \C10V01Ef7(VSEAT11E\015 -0501 10/16/95 w15 o35q PROVIDE STL. ANGLE COUNTER SUPPORT BRACKET AND 0000/000 STUD THIS LOCATION 940 10 LA CITY OF KV91A�' -, PE0M1T CE4TE0 AGENCY REVIEW A8.01 TUKWILA SITE Copyright © 1995 by The BJSS. Group. All rights reserved.' WWII.. EMIG VG x Ee.Gm �e.m, N E 5 w 5 5 1 100 1 TRAINER'S OFFICE I/O" = r -0" SIOVEGMT OD WIWI 70 MOM All 'MO. 011 Dr MCC TUKWILA, WASHINGTON FOR rer ro'MPp.. wmuv W 1 110 1 TRAINING CLASSROOM (continued) I/O" = 1'4" N 111 1 RAMP vs" = r -o" N E 1 112 1 CORRIDOR vs GEL 1 112 1 CORRIDOR (continued) I/O" = t' -0" :Wrerims .M �n• a. nns N E 1 113 1 COMMUNICATIONS ROOM I/O" = I' -0" N E 114 1 OPERATORS AREA 10' = r -0" CC Z UW g < V °a° rip DC UW O J N 1 114 1 OPERATOR'S AREA (continued) vs" . r -o" 1 115 1 OFFICE I/O" = r -0" I IIb 1 PRINTERS I/O" = r -0" N 5 1 111 1 SYSTEMS ROOM I/O" = r -o" N I Its 1 MEDIA STORAGE I/ Et" = r -0" • 1 119 1 CLEANING ROOM ! I/O" = r -0 W N E 5 W 1 119 1 CLEANING (cont'd) 11201 BENCH REPAIR va" = r -0" 1 121 1 PARTS STORAGE vs" = r -o" CITY OF TUKWILA APPROVED /100,1 5 1995 AS hi'ILO BUILDING 01010104 L— DS.""'" WALL —7 1 A TO 1 122 1 WAREHOUSE vs" , r -0" G \CS/ SFATtIAGIS 4802 10/16/95 RECEIVED UKWI CITY OF TLA OCT 2/11995 PEAMR CENTER Copyright © 1995 by The BJSS Group. - All rights reserved. AGENCY REVIEW TUKWIIA SITE NOTES TO DOOR SCHEDULE/TYPES 1. IT SHALL BE THE SPECIFIC DUTY AND RESPONSIBILITY OF EACH TRADE AND SUPPLIER TO EXAMINE ALL DRAWINGS, DETAILS AND SPECIFICATIONS, AND TO PROVIDE AND FURNISH PROPER EQUIPMENT, HARDWARE, FIXTURES, MATERIALS, ETC., PERTAINING TO HIS OR HER PART OF THE WORK SHOWN OR LISTED IN ANY PART OF THESE DOCUMENTS. SCHEDULES ARE FOR THE CONVENIENCE OF THE CONTRACTOR TO ASSIST HIM OR HER IN UNDERSTANDING AND CONSTRUCTING THE PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL ITEMS IN THE DETAIL SCHEDULES REFLECT THE PLANS AND DETAILS. ANY OMISSIONS OR CONTRADICTIONS IN THESE DOCUMENTS SHALL BE CALLED TO THE ATTENTION. OF THE ARCHITECT PRIOR TO BID OPENING. BIDS RECEIVED SHALL BE CONSIDERED TO INCLUDE ALL ITEMS SHOWN 410 /08 SPECIFIED OR SCHEDULED FOR A COMPLETE PROJECT. NO EXTRAS WILL BE ALLOWED ON THE BASIS OF CONFLICT BETWEEN DRAWINGS AND SCHEDULE SINCE BIDS SHALL BE FOR THE MORE COSTLY METHOD(S), PRODUCT(S), AND MATERIALS SO THAT THE OPTION OF SELECTING EITHER METHOD(S), PRODUCT(S), OR MATERIALS IS PRESERVED. 2. SEE FLOOR PLAN' DRAWINGS FOR DOOR OPENING REFERENCES. SEE SECTIONS 20, 30 AND 44 FOR DOOR DETAILS. SEE SECTION 08700 OF PROJECT MANUAL VOLUME I FOR DOOR HARDWARE SPECIFICATIONS AND HARDWARE SCHEDULED FOR EACH DOOR. 3. DOOR DESIGNATIONS GENERALLY CORRESPOND TO ROOM NUMBERS WHERE THEY ARE LOCATED. DOOR: DESIGNATION ROOM DOOR SUFFIX WHERE MULTIPLE DOORS OCCUR. 202A I •'4, THE DESIGNATION "PAIR' OR "PR" IN DOOR SIZE COLUMN INDICATES A PAIR OF DOORS, EACH OF THE SAME SIZE LISTED. IN CASE OF DISCREPANCY BETWEEN PLANS AND DOOR SCHEDULE, PLANS SHALL SUPERCEDE SCHEDULE. 5. DIMENSIONS FOR GLAZING ON DOOR TYPES INDICATE CLEAR OPENING GLASS SIZE. 6. ALL DOORS SHALL BE FIRE RATED AS NOTED ON SCHEDULE. FRAME TO BE LABELLED SAME AS DOOR. 7. ALL FIRE RATED DOORS UNDERCUT SHALL NOT EXCEED 3/8" (1/4" ® PAIR OF DOORS). OTHER DOORS UNDERCUT SHALL NOT EXCEED 1/2 ". 8 ALL EXTERIOR DOORS SHALL HAVE METAL THRESHOLDS AND WEATHER- STRIPPING AS DETAILED AND /0R SCHEDULED. 9. ALL STANDARD HOLLOW METAL DOORS ARE TYPICALLY 1 -3/4 THICK UNLESS OTHERWISE NOTED. 10. PROVIDE SECURITY HEAD SCREWS AT ALL HINGES (BUTTS) REMOVABLE METAL GLASS STOPS AND ELSEWHERE SCREWS ARE EXPOSED TO EXTERIOR. 11. DOOR AND FRAME CONSTRUCTION GIVEN IN DOOR SCHEDULE OVERRIDES THAT GIVEN IN DETAILS IF THEY CONFLICT. 12. TYPICALLY USE CONTINUOUS WELD (NOT JUST SPOT WELD) AT BUTT PLATE MOUNTING AT INSIDE OF HOLLOW METAL FRAMES (ALL FRAMES, NOT JUST SECURITY FRAMES). 13. FULLY GROUT !FOLLOW METAL FRAMES WHERE NOTED. SEE DETAILS FOR WHICH FRAMES MAY BE PREGROUTED AND DRY PACKED IN LIEU OF PUMPING GROUT INTO FRAME AFTER FRAMES ARE SET IN PLACE. 14. ALSO SEE FLOOR PLANS AND REFLECTED CEILING PLANS AND INTERIOR ELEVATIONS FOR ADDITIONAL ACCESS PANELS /DOORS NOT NECESSARILY SCHEDULED IN THIS SECTION. 15. FILL ALL TEMPORARY ANCHOR PGRITS AND OMERCUTS ASSOCIATED WITH NEW OPENINGS CUT IN EXISTING WALLS FLUSH WITH EPDXY GROUT. DOOR TYPES LEGEND TO DOOR SCHEDULE NOTE 1: DOOR AND FRAME CONST. NOTE 4: GLASS TYPES I -T - INSULATED CLEAR. TEMPERED T - CLEAR TEMPERED PLATE. Al_ - ALUMINUM HC - HOLLOW CORE WOOD HM - HOLLOW METAL 5C - SOLID CORE WOOD NOTE 2:. DOOR AND FRAME FINISH NOTE 5: RATING EN - ALKYD ENAMEL PAINT 90 - 1 -1/2 HOUR LABEL FF - FACTORY FINISH PAINT SL - FACTORY FINISH PAINT RATING APPLIES TO BOTH DOOR AND FRAME NOTE 3: FINISH COLORS XX - XX 44 (90 OF 100 SO IR AT DOOR 114) DOOR 5CHEDULE DOOR NO. DOOR ME :` : REMARKS WALLS REMARKS. "° Itl 3 101'. EX. EX..': p 1U P1 /ANOD �:. EX s 90/6(80. " HW = YB. µ@ IQM1 pp RELOCATE [650705007 102 C 3'4'x7 -0` SC/SL -. T - ,HM /EN= - CORRI0016 CPT CI. R 01. 103 671 6(125E0 : 671 104 ' ...WOMEN SV BUFF 5VC' 811R Puu 104 B 3'-0.5,74' 00/5L - BUFF - 68/EN 0 ' F. WIC ,.... . 105. B 3- 0"'x:7-4 50/51 .'- GDO 69/FN, 6BL 107 CORRIDOR CPT Cl 106 0 3'4 x7.4 50 /0; - T - 76/84 1700 SR. .. IMR OFF... ' CPI CL R :' 01 661. . 107 D T-0* x.7-0" HN/EN - i , 19/89 - CL 670 GBL GL 670 108 0 y4 x7' 4 SC/SL "-: i -; NM/Bi `071 CL 071 111 RAMP .. 109 C 34 x74 SC/SL:. - T - `.. 66/OI 112 SERVICE CORRIDOR ou 51" R 110 C S-0. x:7-4 SC /S1` -: T -.' IN/EN - CL R 01 681 690:: 110A E 34 x_1-7 PL /ANDD. - I T 61 W /0900 CL GBL .a. ;..GBL GBL - 111 OFFICE:' NOT USED CL R 01 GBL CBI'' GBL GBL. 116 MEDIA51000E mCD 112 O 3'-7.x.7 -4 S0/SL. - T GBL .HNRN - SYSILN5 EOPT. RAIN 0)m CL .R CL 113 B 3'4 ' x 14 SC /SL :- 118 - - NN /EN 01 R 01 671 GBL -:'CBL 174 D 4'4x7-4 NNAN - W 90 ': HN/FN G0O 090. 69) GOO 120 115. C 3'-6 x 1'-4 SC /51 - 1. -; 7 4/EN. - 121 PARTS STORAGE ACT WAX 116 C 3'4. x 74 . 50/01 - T -: 68/EN -. 0105. CL R 01 EX 117 C 3'-4x7-4 SC/SC, -. i _.; PL /PTO 118 , 0 34 x t -4 .00/00_ -: i ' .H6 /FN - .. 119 C 3-4`x14 SC/SL ` - T -. 18/01 120 C 3' -7117 4' 50/51 - i -' ':NN /EN - 121 C: 3' -• . x 7-9 SC/51 - ` li - 78/09 121A C 3'4 xl -4 SC /51 .' :-:. i -._ :66/874 - - .... 122 D 3 6.214 HM/EN -. W 60 76/EN - 122A' A' 34 : x 7-0' 66/EN - - - 00 Ra ` NOT USED A HOLLOW METAL FLUSH PANEL 1 -3/4" DOOR. RATING AS NOTED. B SOLID CORE WOOD FLUSH PANEL 1 -3/4" DOOR. C SOLID CORE WOOD FLUSH PANEL 1 -3/4" DOOR. RATING AS NOTED. RATING AND GLASS AS NOTED. D HOLLOW METAL FLUSH PANEL 1 -3/4' DOOR. RATING AND GLASS AS NOTED. E F ALUMINUM STOREFRONT DOOR. RATING AND GLASS AS NOTED. Di\C GIECIINSEAT110\013- GOORD'AG 10/23/95 NOTES TO ROOM FINISH SCHEDULE 1. IT SHALL BE THE SPECIFIC DUTY AND RESPONSIBILITY OF EACH TRADE AND SUPPLIER TO EXAMINE ALL DRAWINGS, DETAILS AND SPECIFICATIONS, AND TO PROVIDE AND FURNISH PROPER EQUIPMENT, HARDWARE, FIXTURES, MATERIALS, ETC., PERTAINING TO HIS OR HER PART OF THE WORK SHOWN OR LISTED IN ANY PART OF THESE DOCUMENTS. SCHEDULES ARE FOR THE CONVENIENCE OF THE CONTRACTOR TO ASSIST HIM OR HER IN UNDERSTANDING AND CONSTRUCTING THE PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL ITEMS IN THE DETAIL SCHEDULES REFLECT THE PLANS AND DETAILS. ANY OMISSIONS OR CONTRADICTIONS IN THESE DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID OPENING. BIDS RECEIVED SHALL BE CONSIDERED TO INCLUDE ALL ITEMS SHOWN AND /OR SPECIFIED OR SCHEDULED FOR A COMPLETE PROJECT. NO EXTRAS WILL BE ALLOWED ON THE BASIS OF CONFUCT BETWEEN DRAWINGS AND SCHEDULE SINCE BIDS SHALL BE FOR THE MORE COSTLY METHOD(S), PRODUCT(S), AND MATERIALS SO THAT THE OPTION OF SELECTING EITHER METHOD(S), PRODUCT(S), OR MATERIALS IS PRESERVED. 2. SEE PLANS AND INTERIOR ELEVATIONS (WHERE SHOWN) FOR LOCATION AND EXTENT OF VARIOUS FINISH MATERIALS IF MORE THAN ONE MATERIAL IS NOTED FOR AN INDIVIDUAL ROOM OR SPACE IN THE FINISH SCHEDULE. 3. SEE PLAN AND INTERIOR ELEVATIONS (WHERE SHOWN) FOR LOCATION AND EXTENT OF FINISH MATERIALS AFFECTED BY ADDITIVE ALTERNATES AND SUBSTITUTE ALTERNATES, IF APPLICABLE. 4, FINISHES ARE LISTED IN THE SCHEDULE FOR EXISTING AND NEW WALLS. ALL FINISHES LISTED ARE TO BE BID AS NEW FINISHES WHETHER ON AN EXISTING WALL OR A NEW WALL EXCEPT WHERE "EX IS SCHEDULED. "EX" (EXISTING - NO NEW FINISH) IS THE ONLY DESIGNATION TO BE INTERPRETED BY BIDDERS AS INVOLVING NO NEW WORK (OTHER THAN REPAIR OF THE EXISTING SURFACE WHERE DAMAGED BY NEW WORK AS DESCRIBED UNDER "CUTTING AND PATCHING" AND ELSEWHERE IN THE SPECIFICATIONS). 5. ALL CARPET SHALL BE EXCLUDED FROM BASE BID. INCLUDE PREPARATION OF EXISTING AND NEW CONCRETE SLABS TO RECEIVE CARPET UNDER BASE BID. SEE ALT. BIDS A -11o, A -71b, A -11c, A -11d FOR CARPET. 15615 0359 ROOM FINISH SCHEDULE LEGEND BUFF - CPT - CL - CS - DM - FRGBL - GBL - GBZ - GL - PLAM - PWD - R - S - SL - SV - SVC - VCT - VWC - WAX - CLEAN & BUFF PER PROJECT CLOSEOUT REQUIREMENTS CARPET CLEAN PER PROJECT CLOSEOUT REQUIREMENTS CONCRETE SLAB, SEALED DOOR (WALK .OFF) MAT FIBER - REINFORCED GYPSUM BOARD, LATEX ENAMEL PAINT - GYPSUM BOARD, LATEX ENAMEL PAINT GYPSUM BOARD, 20IATONE PAINT GLASS IN ALUMINUM. STOREFRONT FRAMING PLASTIC LAMINATE WAINSCOT WITH METAL EDGE PLYWOOD, UNFINISHED RUBBER BASE SEALER STAIN AND LACQUER SHEET VINYL SHEET VINYL, SEAMLESS COVE BASE 5" HIGH VINYL COMPOSITION TILE VINYL WALL COVERING CLEAN & WAX PER PROJECT CLOSEOUT REQUIREMENTS CIRCLE NOTES TO ROOM FINISH SCHEDULE 0 RAISED ACCESS FLOORING SYSTEM, SEE SHEET A2.02. 190 VAPOR BARRIER UNDER EXISTING SLAB THIS AREA. SEAL EXISTING CONCRETE SLAB PRIOR TO PREPARATION OF SURFACES TO RECEIVE NEW FINISH FLOORING. ROOM FINISH SCI - EDULE ROOM NO. ROOM FLOOR BASE WALLS REMARKS. 101 SECURED DU( VEST. ' DM CL ND SL 76691 FRGAL 61 ' FRGBL 102 VISITOR OFFICE , CPT 61 R Cl - GBL GBL GBL ... GBL 103 - CORRI0016 CPT CI. R 01. G8L'. 671 GBL : 671 104 ' ...WOMEN SV BUFF 5VC' 811R Puu 105 MEN rl. SV BUFF SVC ` BUFF 0 ' � WIC 106 , BREW MN SV RIFF R CL GDO 7710 GBL 6BL 107 CORRIDOR CPT Cl R 'CL GBL : GBL 661 671 708 1700 SR. .. IMR OFF... ' CPI CL R :' 01 661. G8L - 61 GBL - - 109 - TRAINER'S OFFICE CPT ; CL ' R CL 670 GBL GL 670 110 TRAINING ROOM CPT CL R CL GFA `071 CL 071 111 RAMP .. 074 CL R CL GB. :. GAL ' 660 ' 681 112 SERVICE CORRIDOR ou 51" R CL 113 COMN. EOPT. R00N m@ CL R 01 681 690:: . BBL'` ., -601 114: - OPERATORS' AREA '..61X4 61 R CL GBL .a. ;..GBL GBL 115 OFFICE:' - (DO CL R 01 GBL CBI'' GBL GBL. 116 MEDIA51000E mCD 01 R CL GBL " -GBL - 681 GBL 117 SYSILN5 EOPT. RAIN 0)m CL .R CL GBL CR -GBL 118 PRIMERS d06 01 R 01 671 GBL -:'CBL 061 119 CLEANING RODN CT WAX R CL G0O 090. 69) GOO 120 BENCH REPAIR ACT. .WAX: R CL GOO - G80: 680 C80 121 PARTS STORAGE ACT WAX R 01 GDO C80 GBO 6D0 122 WAREHOUSE. 0105. CL R 01 EX clw 670 - EX CITY OF TUKWILA APPROVED N07 75 1995, AS N01E0 BUILDING 0 tx z CITY OF RECE TUKIVED WIIA OCT 2 4 1995 PERMIT CENTER Copyright © 1995 by The BJSS Group. All rights reserved. AGENCY REVIEW A9.01 07)867.4 SITE